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HomeMy WebLinkAbout09122022 City Council PacketSeward City Council Agenda Facet Anchorage ai y News TERROR Thousands feared dead as hacked jets topple World Trade Center rowers -n ATxvWPM OffiV pl:nici VI17fe AltYa�pt; .:,.L Ixr RlRubu�lc sn,cx suspects e.tlt of xral�h nr1.I rM . lid . sr AN %I• c Jn Mnllx •• ' � ^e. ry'nxrd mnA . • P•r Ftrv.4b r� lYmitMA Ft per: °%a Bmhg ^'ii 9.�ye 4om Namrl to ar= Tte.nn .. Never Forget Monday, September 12, 2022 City Council Chambers Beginning at 7:00 p.m. 1963 1965 2005 The City of Seward, Alaska CITY COUNCIL MEETING AGENDA M-AmedcaC I �® Please silence all cell phones darning the meeting September 12, 2022 7:00 p.m. Council Chambers Christy Terry Mayor Term Expires 2022 Sue McClure Vice Mayor Term Expires 2023 John Osenga Council Member Term Expires 2024 Liz DeMoss Council Member Term Expires 2023 Ristine Casagranda Council Member Term Expires 2022 Mike Calhoon Council Member Term Expires 2024 Randy Wells Council Member Term Expires 2022 Janette Bower City Manager Brenda Ballou City Clerk Brooks Chandler City Attorney City of Seward, Alaska September 12, 2022 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. CITIZEN COMMENTS ON ANY SUBJECT EXCEPT THOSE ITEMS SCHEDULED FOR PUBLIC HEARING [Those who have signed in will be given the first opportunity to speak. Time is limited to 3 minutes per speaker and 36 minutes total time for this agenda item.] 5. APPROVAL OF AGENDA AND CONSENT AGENDA [Approval of Consent Agenda passes all routine items indicated by asterisk (*). Consent Agenda items are not considered separately unless a council member so requests. In the event of such a request, the item is returned to the Regular Agenda] 6. SPECIAL ORDERS, PRESENTATIONS AND REPORTS A. Proclamations and Awards 1. Rail Safety Week Proclamation ............................. Pg. 4 2. Childhood Cancer Awareness Week Proclamation ...... Pg. 5 B. City Manager Report ............................................. Pg. 6 C. City Attorney Report ............................................ Pg. 98 D. Other Reports and Announcements 1. Royal Caribbean Meet & Greet in Juneau for Serenade of the Seas Travel Report by Council Member DeMoss E. Presentations 1. Chamber of Commerce presentation by Executive Director Kat Sorenson ............................................... Pg. 100 Council Agenda Page I 1 7. PUBLIC HEARINGS A. Ordinances for Public Hearing and Enactment 1. Ordinance 2022-012, Amending Seward City Code Chapter 5.01 General Provisions And Enacting Chapter 5.02 Fund Balance And Net Position ......................... Pg. 122 2. Ordinance 2022-013, Amending Seward City Code Chapter 5.15 Investment And Collateralization Of Public Funds ........................................................ Pg. 130 B. Resolutions Requiring Public Hearing 1. Resolution 2022-095, Authorizing The City Manager To Enter Into A Lease Extension Amendment With Kenai Fjords Tours To Extend The Lease Term By Five Years. 139 2. Resolution 2022-096, Recommending Kenai Peninsula Borough Approval Of The Preliminary Right Of Way (ROW) Acquisition Plat For The Seward Airport Located In T 1N & 1S R 1W Sec 34, 35, 2 & 3, Seward Meridian SW, That Point Known As The Seward Airport, Physical Location, 2310 Airport Road; Acquiring And Replatting Various Legals Located In Sec 34, 35, 2 & 3, Seward Meridian SW ................ Pg. 184 8. UNFINISHED BUSINESS A. Items for Reconsideration 1. Ordinance 2022-010, Amending Seward City Code Chapter 5.01 General Provisions. 198 2. Ordinance 2022-011, Amending Seward City Code Chapter 2.10 City Council To Integrate The Rules From The City Council Rules Of Procedures And To Provide For Clarifying Amendments................................................................... Pg. 215 9. NEW BUSINESS A. Ordinances for Introduction *1. Ordinance 2022-014, Amending The Land Use Plan And Rezoning Lots 21-23, Block 10 Of Original Townsite Of Seward Laubner Addition, With The Physical Address Of 1104 & 1100 Second Ave, From Urban Residential (UR) Zoning District To Auto Commercial (AC) Zoning District........................................................ Pg. 236 B. Resolutions * 1. Resolution 2022-097, Authorizing The City Manager To Execute Task Order 2734.26 With R&M Consultants For The Rezone And Replat Of The Forest Acres Campground And Bike Park (Lot 12A, Fort Raymond Subdivision, Replat No. 1 (Plat No. 87-12), Physical Address 911 Hemlock Ave.) In The Amount Not To Exceed $33,985 And Appropriating Funds........................................................................ Pg. 247 *2. Resolution 2022-098, Accepting And Appropriating Community Assistance Program Funds In The Amount Of $136,622.12 For The Purpose Of Capital Projects Related To Fire, Public Safety And Road Maintenance .............................................. Pg. 255 City of Seward, Alaska September 12, 2022 Council Agenda Page 2 *3. Resolution 2022-099, Authorizing The City Manager To Execute Change Order 4 With Coldfoot Environmental Services, Inc. For Additional Mitigation Of The Jesse Lee Home Property In An Amount Not To Exceed $211,651.92 And Appropriating Funds. .............................................................................................. Pg. 262 *4. Resolution 2022-100, Approving The City's Participation In The Borough -Wide Safe Streets And Roads For All Grant And Appropriating Funds In The Amount Not To Exceed$10,541............................................................................ Pg. 576 *5. Resolution 2022-101, Authorizing The Purchase Of Holiday Decorations In The Amount Of $100,000 And Appropriating Funds ...................................... Pg. 586 6. Resolution 2022-102, Accepting The City Manager's Recommendation To Approve The Harmon Construction Developer Incentive And Reimbursement Program Application With 50% Reimbursement Of The Water, Sewer, And Electrical Improvements, In An Estimated Amount Of $161,565, And Appropriating Funds ......................... Pg. 590 C. Other New Business Items * 1. Approval of the August 22, 2022 City Council Special Meeting Minutes........ Pg. 605 *2. Approval of the August 22, 2022 City Council Regular Meeting Minutes....... Pg. 607 *3. Action Memorandum 2022-007, Authorize the City Manager to Separate the Single Audit Portion of the FY2022 ACFR from the Financial Statement Portion of the ACFR and Issue Two Separate Reports......................................................... Pg. 616 *4. Action Memorandum 2022-008, Authorize the City Manager to Purchase a New Volvo L90H Wheel Loader from Construction Machinery Industrial, LLC (CMI) to Replace a 2000 Volvo L70D Loader in the Amount of $219,440 Plus 10% Contingency for a Total Amount not to Exceed $241,384 Utilizing RFP Contract 9032119-VCE........... Pg. 619 *5. Approve Guidelines for Write In Candidates for the October 4, 2022 Regular Municipal Election........................................................................................ Pg. 630 *6. Appoint Sean Ulman to the Planning & Zoning Commission with a term to expire February, 2025............................................................................... Pg. 632 10. INFORMATIONAL ITEMS AND REPORTS A. Letter of support for the city's Heat Loop Project to the Office of Energy and Efficiency & Renewable Energy from Mayor Terry ................................................ Pg. 633 I I. CITIZEN COMMENTS [There is no sign in for this comment period. Time is limited to five (5) minutes per speaker.] 12. COUNCIL AND ADMINISTRATION COMMENTS & RESPONSES TO CITIZEN COMMENTS 13. ADJOURNMENT City of Seward, Alaska September 12, 2022 Council Agenda Page 3 3 PROCLAMATION WHEREAS, the Alaska Railroad Corporation (ARRC) upholds safety as a fundamental value and partners with Operation Lifesaver's nationwide rail safety education program; and WHEREAS, Operation Lifesaver is the foremost public information and education program dedicated to preventing highway -rail grade crossing crashes and pedestrian/railroad trespass incidents; and WHEREAS, every three hours a person or vehicle is hit by a train in the US; and WHEREAS, highway -grade crossing crashes during 2021 resulted in 2,147 collisions, 236 persons killed and another 666 injured nationwide; and WHEREAS, highway -grade crossing crashes are more severe than highway collisions and are more likely to result in death and injury; and WHEREAS, collisions between trains and motor vehicles or pedestrians can be prevented by increased public awareness of the dangers at crossings, around railroad property and the appropriate safety laws, including observing ARRC Rights of Way, and WHEREAS, during Rail Safety Week September 19-25, 2022 and throughout the year, all citizens are encouraged to observe added caution as motorists or pedestrians near tracks or trains: See Tracks? Think Train!; and WHEREAS, this important observance will lead to greater safety awareness and a reduction in highway -rail grade crossings crashes and pedestrian/railroad incidents for all Alaskans. NOW THEREFORE, I, Christy Terry, Mayor of the City of Seward, do hereby proclaim September 19-25, 2022 as Rail Safety Week and encourage all citizens to See Tracks? Think Train! to reduce crossing crashes and pedestrian/railroad trespass incidents during this week and throughout the year. ALASKA RAILROAD Dated this 1211 Day of September, 2022 RAIL WEEK THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 4 Proclamation for Childhood Cancer Awareness Week WHEREAS, the American Cancer Fund for Children and Kids Cancer Connection report cancer is the leading cause of death by disease among U.S. children between infancy and age 15. This tragic disease is detected in more than 16,000 of our country's young people each and every year; and WHEREAS, one in five of our nation's children loses their battle with cancer. Many infants, children and teens will suffer from long-term effects of comprehensive treatment, including secondary cancers. An estimated 400,000 children and adolescents are diagnosed with cancer globally each year; and WHEREAS, the Kids Cancer Connection, American Cancer Fund for Children, and Lions Clubs International, along with the philanthropic wing of the Max Factor cosmetics family, are dedicated to helping these children and their families; and WHEREAS, the American Cancer Fund for Children and Kids Cancer Connection provide a variety of vital patient psychosocial services to children undergoing cancer treatment at The Children's Hospital at Providence Alaska Medical Center in Anchorage, as well as participating hospitals throughout the country, thereby enhancing the quality of life for these children and their families; and WHEREAS, the American Cancer Fund for Children and Kids Cancer Connection also sponsor toy distributions, family sailing programs, pet -assisted therapy, Laughternoon - Laughter is Healing events, KCC Supercar Experience, positive appearance programs, educational programs and hospital celebrations in honor of a child's determination and bravery to fight the battle against childhood cancer. NOW, THEREFORE, I, Christy Terry, Mayor of the City of Seward, Alaska, do hereby proclaim September 25 to October 1, 2022 as Childhood Cancer Awareness Week in Seward. Dated this 12t" day of September, 2022 THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 5 City of Seward City Manager's Report September 12, 2022 Mayor Terry and Council Members, 2023/2024 Budget The Budget Preliminary Information document required by Code is included with Deputy Finance Director's report. Please note the information is very preliminary and in-depth discussions will be held during the upcoming budget special meetings. The budget process is going well and I look forward to the budget meetings. Southeast Conference Alaska Mariculture Cluster On Friday, September 2, 2022, President Biden announced the Southeast Conference Alaska Mariculture Cluster as one of 21 winners of the $1 billion Build Back Better Program. The Southeast Conference Alaska Mariculture Cluster will receive $49 million in grants to catalyze a sustainable mariculture industry in Alaska. With $49 million in funding from EDA, the Alaska Mariculture Cluster will support the region's growing mariculture industry and ensure that it provides shellfish and seaweed for the long-term benefit of Alaska's economy, environment, and communities. Projects include the creation of a Revolving Loan Fund to provide funding for local businesses to grow, development of mariculture-focused workforce training programs, and research support to grow innovative seaweed and shellfish products. The coalition will operate in partnership with Sealaska, an Alaska Native Corporation owned by more than 23,000 Tlingit, Haida, and Tsimshian shareholders, ensuring the cluster's approach centers the priorities of tribal, rural, and underserved communities. The Alutiiq Pride Shellfish Hatchery is one of the partners that will receive funding for their programs. A big thank you to KPEDD Director Tim Dillon, Alutiiq Pride Shellfish Hatchery Director Jeff Hetrick, and Chugach Regional Resources Commission Executive Director Willow Hetrick, along with the Southeast Conference partners, for the amount of work put into this project. This project will have a significant positive on the mariculture industry in Alaska. United States Coast Guard Housing Project The Seward Market Survey contract has been awarded for Coast Guard housing. The Coast Guard will meet this week with the contractor and will let me know when an on -site meeting is scheduled in Seward. SMIC Bench Project As stated in Assistant City Manager Sowell's report, the SMIC Bench feasibility study is included behind his report. Please look it over and as requested by Stephen, email him directly with questions. Something to keep in mind ... I requested to authorization to answer the question of whether the project is feasible. Is the project feasible? Yes. I am requesting immediate authorization to move forward with the project? Not at this time. During the September 26, special meeting, we will discuss the project further. City of Seward Personnel Transactions Prepared by Tammy Nickell, City of Seward Human Resources Manager Separations: Department: Date of Separation Maint/Mechanic Operator PW 08/26/2022 Dispatch Supervisor Harbor Worker II New Hires: Police Dispatcher Acct Tech III Available Full Time Positions: Finance Director Acct Tech II Patrol Officer Police Dispatcher Executive Assistant Admin Maint/Mechanic Operator Dispatch Supervisor Harbor Worker II Utility Casher Recreation Assistant Acct Tech AP Police 09/14/2022 Harbor 09/26/2022 Department: Date of Hire: Police 8/23/2022 Finance 8/31/2022 Internal Promotion Department: Position Status: Finance Advertising Since 10/05/2021 Finance Advertising Since 03/24/2022 Police Advertising Since 04/20/2022 Police Advertising Since 06/28/2022 Administration Advertising Since 07/25/2022 PW Advertising Since 08/15/2022 Police Advertising Since 08/18/2022 Harbor Advertising Since 08/29/2022 Finance Advertising Since 08/29/2022 SPRD Advertising Since 08/30/2022 Finance Advertising Since 08/31/2022 Available Seasonal Positions: Department: Recreational Program Aide SPRD Library/Museum Aide Library Winter Park Maintenance Worker SPRD Position Status: Advertising Since 07/20/2022 Advertising Since 08/15/2022 Advertising Since 08/30/2022 As required by the Seward Municipal Code 6.05.010, the following purchase orders between $5,000 and $30,000 have been approved by the City Manager since the last council meeting: Order Date Department Description Amount 812212022 CITY SHOP State of Alaska Department of Transportation and Public Facilities Right of Way Section Permit Application Fee . 5,100.00 9/22/2022 HARBOR GENERAL Raise sunken and abandoned skifftow itto the launch ramp and place it on harbortrailer. 5,350.00 9102/2022 FIRE Annual ESO Subscription. 5,689.99 9101/2022 FIRE New Tires for Unit 354 Rescue-1 & Unit 352 Engine-1. 6,607.50 8/3112022ROADSAND Winter Streets Grader Blades. 13,227.40 9101/2022 ROADS AND Streets Department: purchase of a 24' deck over equipment trailer. 15,595.00 8/22/2022 ELECTRICADMIN Repair of Warehouse Garage Door. 20,355.80 9/01/2022 FIRE Repairs and Maintenance to the Fire Boat John Foster 20,550.00 9/01/2022 SEWER Wastewater Repair replacing5HP TE%P Motor on Harbor Wastewater Lift Station #2. 21,028.00 9/22/2022 ELECTRICADMIN 4" PVC CONDUIT. 23,096.40 9101/2022 S M I C GENERAL Model CL-300-BF trailer mounted washdown unit for the SMIC washdown Pad. 23,200.00 9131/2022 CITY HALL ANNEX Continuation phase of the City Hall asbestos abatement and carpet replacement project. 29,040.W Total 303,560.55 Thank you, City of Seward Department Activity Reports Assistant City Manager Stephen Sowell ➢ R&M Engineering is finalizing the Phase 1 Feasibility Study for the SMIC Bench project. The report is included here in the CMR so that the public and Council can review the report in advance of R&M's presentation on September 26th. As folks review this report, please email me (ssowell@cityofseward.net) any questions that you have so that we can be sure R&M's presentation addresses each of those questions. Please note that as included here, the report is a DRAFT and changes might take place prior to the presentation by R&M Engineering during the special meeting. ➢ The Heat Loop Ad Hoc Committee is continuing to meet regularly on identification of funding opportunities. R&M Engineering's grant writer has been made available to the Committee and is also attending the committee meetings remotely and is assisting the work to search for viable grant options. The Grant Writer is in the process of completing an application for a DOE grant which the Ad Hoc Committee identified as a likely funding option. The Ad Hoc Committee provided PACAB with a project update during the September 7t" Regular PACAB meeting. ➢ The Assistant City Manager, Parks and Recreation Director, and Community Development Director have continued to meet with Victus Advisors on the Recreation Center Feasibility Study. Victus is in the process of finalizing their report. Current work is centered on the location options, building construction cost, and operational funding requirements. ➢ The Assistant City Manager and Community Development Director attended the Grant Symposium in Anchorage on September 7t" and 8t" in Anchorage. We expect a wealth of information to be shared, especially as it applies to the State Revolving Funds. 9 SEWARD MARINE INDUSTRIAL CENTER (SMIC) BENCH DRAFT DEVELOPMENT FEASIBILITY STUDY PREPARED AUGUST 2022 FOR: City of Seward • 410 Adams Street, Seward,Alaska 99664 R&M Consultants, Inc • gioi Vanguard Drive Anchorage, AK 995o8 • 907.522.1707 10 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 CONTENTS INTRODUCTION................................................................................................................................ I Existing Conditions Overview............................................................................................. OPPORTUNITIES & CONSTRAINTS.............................................................................................2 LandUse & Zoning..............................................................................................................2 IntendedLand Use.........................................................................................................................................2 Zoning............................................................................................................................................................... 2 Development Requirements........................................................................................................................3 Required Public Improvements...................................................................................................................3 Geotech.................................................................................................................................4 Access.................................................................................................................................... 4 Utilities..................................................................................................................................5 WaterSource..................................................................................................................................................5 WaterTreatment............................................................................................................................................ 5 WaterStorage.................................................................................................................................................6 Water Transmission & Distribution............................................................................................................6 Sewer Col lection,Treatment & Disposal...................................................................................................6 Total Order of Magnitude Utility Development Costs..........................................................................7 TsunamiCenter Site Potential...........................................................................................7 DEVELOPMENT CONCEPT.......................................................................................................... Overview............................................................................................................................... 8 ConceptDesign....................................................................................................................8 FEASIBILITY SUMMARY.....................................................................................................................9 ATTACHMENTS I. SMIC Bench Subdivision Concept 2. SMIC Bench Concept Roadway Alignments R&M CONSULTANTS, INC. 11 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 INTRODUCTION The City of Seward is exploring development opportu- nities for its vacant land to meet community needs and advance their vision and goals. Part of their land inventory includes an 11828-acre parcel on the east side of resurrec- tion Bay near the Seward Marine Industrial Center (SMIC) Fourth of July Creek and its tributaries created a natural northern and southern divide of the parcel.The northern portion of the parcel has been identified as a potential development opportunity and the City of Seward has authorized R&M Consultants, Inc. to assess its feasibility. The following feasibility study provides an overview of the SMIC Bench property being considered for development, identifies opportunities and constraints of the site, and presents development concepts based on the goals of the project and municipal code requirements. Conclusions and recommendations made in this study are based on desk- top analysis conducted by certified surveyors, engineers and planners and are considered conceptual. EXISTING CONDITIONS OVERVIEW The City of Seward is considering the development fea- sibility of the portion of the SMIC Bench property gen- erally adjacent to Nash Road, north of the Spring Creek Correctional Center, and west of Godwin Creek. Physical constraints including steep slopes and the presence of in- termittent or permanent streams are driving the feasibility study area boundary (see cover image). Parcel ID 14532003 Legal Description Tract G, Fourth of July Creek Subdivision No. 2, according to Plat No. 98-04, Seward Recording Dis- trict,Alaska. Located within T I S R I E& I W SEC 7, 8, 17, 18, 12, & 13 Physical Address 700 Nash Road Size of Study Area 833 acres, approximately (full parcel is 1,828 acres) Zoning Resource Management — partially developable lands subject to floodplains and steep slopes. Land Use Vacant land that is anecdotally used for recreation (recreation occurs north of the SMIC Bench parcel on USDA Forest Service land for the Godwin Gla- cier Overlook trail). Utilities Utilities do not extend into SMIC Bench area. Water and sewer lines exist within a closed system between the SMIC harbor and prison facilities; no sewer lines are present on Nash Road, however, city water is available at the base of the mountain. Overhead electric lines are present along Nash Road adjacent to the SMIC Bench study area, and underground lines are present on the Spring Creek Correctional Center property. R&M CONSULTANTS, INC. 112 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 OPPORTUNITIES & CONSTRAINTS LAND USE & ZONING Intended Land Use The City of Seward is experiencing an ongoing housing shortage for seasonal and year-round residents and it is a priority of the Community Development Department and City Council to identify areas for residential development. SMIC Bench is being considered as a potential develop- ment site for a new residential neighborhood. Depending on the feasibility of development and antic- ipated housing units, additional public or commercial land uses could be desirable or needed within the SMIC Bench area. Non-residential uses may include parks and recreation, a school or other institutional land uses, home occupation or other small commercial or office uses, restaurants or other food establishments. A school site has been included in the subdivision concept (see Attach- ment I,SMIC Bench Subdivision Concept) which could also be used for a tsunami evacuation area. Access for recreation is anticipated to accompany any development of SMIC Bench, as public lands are adjacent to the City' property and the topography, viewsheds and environment make it highly attractive for year-round recreational pursuits. If access up the mountain to the bench can be established, the topography and amount of available city -owned land would be supportive of a trail network. Development of a trail system should take into consideration access and parking, wayfinding, maintenance, management, intended uses and sustainable design and construction of trails. Establishment of a recreational trail system could increase the attractiveness and marketability of housing developments at SMIC Bench and provide a new destination to be enjoyed by Seward residents. Zoning Zoning districts create the framework for regulating land use within the City of Seward. Each zoning districts has allowable land uses and associated development require- ments. SMIC Bench is zoned Resource Management (RM) residential, industrial or public uses; and other possible environmental considerations. To effectively support the desired development at SMIC Bench, rezoning the area to one or more of the following zoning districts may be considered based on the City's desired use and intensity of the land: Rural residential district (RR),Intended to provide for stable, quiet, low density (one or two dwelling units per acre) detached single-family residential development, free from other uses except those which are both compatible and convenient to residents of such a district including recreational, religious and educational facilities of an appropriate scale and design complementary to the neighbor- hood character. 2. Single-family residential district (R 1) Intended to provide for stable and quiet low to medium density (one to five dwelling units per acre) detached, sin- gle-family residential development, free from other uses except those which are both compatible and convenient to residents of such a district. Two-family residential district (R2).Medium density (one to seven dwelling units per acre) transitional housing area with a mix of single and two-family units, free from other uses except those which are both compatible and convenient to residents of such a district. 4. Multi -family residential district (R3�. Intended to provide opportunities for a higher density residen- tial setting with a mix of housing units which are predominately multi -family units close to concen- trations of public services, employment and/or recreation.This district may provide a transition between more intensive districts and lower density residential areas if sufficient screening and design features are provided to protect multi -family resi- dences from undesirable effects. Resource Management — Considered principally public 5. Urban residential district (UR),Intended to allow an The RM district is defined by City of Seward Code Ti- area of higher density mixed residential uses from tle 15.05.025(b). as lands which are generally undevel- detached single-family housing to multi -family apart- oped and cannot be precisely zoned due to inadequate ments in conjunction with compatible low impact information on the extent of public services and utili- professional office uses in the area surrounding the ties; the suitability of the land to support commercial, downtown business district. R&M CONSULTANTS, INC. 13 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 Residential development has been identified as the primary land use for a SMIC Bench development to address the identified need for additional housing units.The preferred residential density (units per lot, lots per acre, etc.) will be determined by market preferences and the anticipated availability and costs of utilities, roadways and lot develop- ment.The following tables summarizes potential land uses allowed in applicable zoning districts. Table I. Summary of Residential Land Uses by Zoning District, per City of Seward Code 15.10.226 RM RR RI R2 R3 UR Apartment, efficiency or accessory Prohibited Permitted Permitted Permitted Permitted Permitted Apartment, studio Conditional Prohibited Prohibited Prohibited Prohibited Prohibited Attached single-family townhouse, row Conditional Prohibited Prohibited Prohibited Prohibited Conditional Condominium Conditional Prohibited Prohibited Prohibited Conditional Conditional Detached single-family Conditional Permitted Permitted Permitted Permitted Permitted Group Home Conditional Permitted Permitted Permitted Permitted Permitted Guest House Conditional Permitted Permitted Prohibited Prohibited Prohibited Two-family or duplex Conditional Prohibited Prohibited Permitted Permitted Permitted Multi -family (3 or more) Conditional Prohibited Prohibited Prohibited Conditional Conditional Table 2. Summary of Non -Residential Land Uses by Zoning District, per City of Seward Code 15.10.226 RM RR RI R2 R3 UR convenience store 7Home Prohibited Permitted Prohibited Prohibited Conditional Conditional cupation Permitted Permitted Permitted Permitted Permitted Permitted Home rental on a nightly basis Prohibited Prohibited Prohibited Prohibited Admin. Admin. rsLoordyging,B&B, rooms, duplex and acces- apartment Prohibited Permitted/ admin Permitted/ admin Permitted/ admin Permitted/ admin Permitted/ admin Lodging, multifamily dwelling apartment Prohibited Prohibited Prohibited Permitted Permitted Permitted Office, home professional Prohibited Prohibited Prohibited Prohibited Prohibited Permitted Planning Unit Development Prohibited Prohibited Permitted Permitted Permitted Prohibited Playground, public tot lot Permitted Permitted Permitted Permitted Permitted Permitted Restaurant, food service, catering, brew pub Conditional Prohibited Prohibited Prohibited Prohibited Prohibited School, public/private elementary/sec- ondary Prohibited Conditional Conditional Conditional Conditional Conditional Wind Energy Conservation System Permitted Permitted Permitted Permitted Permitted Permitted Development Requirements City of Seward Land Use Code,Title 15, defines dimen- sional standards by zoning district that limit the range of possible subdivision configurations. Table 3 on the follow- ing page provides the dimensional standards required by zoning district: *Note 2E. Multiple -family developments (except studio apartments) with three or more units require a minimum of 9,000 SF in the R3, UR, OR Districts and 20,000 SF in the RM District *Note 2F. Two -Family or duplex developments require a minimum of 6,000 SF in the R2, R3, UR, OR AC and CB Districts and 20,000 SF in the RM District. Duplex developments within the Federal Addition Subdivision require 5,000 SF.AII other development requirements of this chapter shall be met. *Note 2G. Multiple -Family, studio apartments in the OR AC, CB, HC, I and RM districts require a minimum of 9,000 SF. The total square footage required for lot setbacks shall be reserved as open area.All other requirements set forth in this chapter shall be met. Required Public Improvements City of Seward Subdivision Code,Title 16 identified required public improvements that must meet identified minimum standards for a subdivision to be approved by the City. R&M CONSULTANTS, INC. �4 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 Table 3. Summary of City of Seward Code Table IS. 10.222 Development Requirements NON-RESIDENTIAL RM RR ZONING RI & R2 R3 UR Maximum Building Height (ft.) 34 34 34 34 34 Minimum Buildable Lot Size (ft.) *Note 2.13, 2.E, 2.F. 20,000 20,000 Varies 3,000 to 7,000 Varies 3,000 to 9,000 Varies 3,000 to 9,000 Minimum Lot Width (ft.) 100 100 Varies 30 to 60 Varies 30 to 90 Varies 30 to 90 Minimum FrontYard Setback (ft.) 20 20 20 20 20 Minimum Side Yard Setback (ft.) 10 10 5 min. each side with 15 total 10 5 Minimum Side Yard Setback Adjacent to Street (ft.) 20 10 10 10 10 Minimum Rear Yard Setback (ft.) 10 10 10 10 10 Maximum Accessory Building Height (ft.) 34 20 20 20 20 Maximum Lot Coverage (%) *Note 2G 100 30 35 40 40 16.05.010 Required Public Improvements: I . Streets: minimum requirements are a 50' width and gravel surface. 2. Telephone and electric lines: must be underground. 3. Water system: the subdivider shall provide the water system in accordance with the specifications established by the city planning and zoning commis- sion and affirmed by the city council. Fire hydrants shall be provided to standards established by the American Waterworks Association and shall be a brand specified by the city.The subdivider shall not be required to drill individual wells. 4. Sewer system:Where the city sewer system will service the area covered by the plat or proposed plat, the subdivider shall provide the sewer system in compliance with all applicable state and federal health and environmental laws and regulations. Street lighting: Street lighting shall be installed in accordance with the requirements of the city. In addition to the City of Seward Code, minimum stan- dards contained in the Kenai Peninsula Borough Code under Title 20 must be met. Some requirements are more stringent in the KPB Code, and any deviation from the code requires a waiver. GEOTECH Based on the review of available geotechnical reports' geologic maps2, and LIDAR data', the surficial geology of the subject site is expected to consist of thin soil de- posits overlying bedrock.The thickness of soil deposits is expected to be generally less than 5 feet, and exposed bedrock is likely present in many areas, particularly on the steeper slopes. In flat areas bog deposits are expect- ed consisting of saturated organic material and perched groundwater.The bedrock is mapped as the Valdez Group, composed of interlayered sandstone and phyllite.Actual bore holes have not been drilled on site to confirm the information gathered from existing sources. Landslide risk at the subject site is considered low due to the thin soil and lack of evidence of past landslide activity. Excavations for road construction and site development are likely to encounter bedrock and may require blasting. The subject site is not expected to be suitable for con- ventional on -site wastewater disposal. ACCESS The current access to the SMIC Bench area is via Nash Road, a paved road that extends around the east side of the bay and into Seward.There are currently no roads that access the SMIC Bench area and this feasibility study addresses the various issues and costs associated with constructing an access road up the mountain. Two primary constraints have been identified for devel- opment in this area: the steepness of the terrain and the presence of shallow bedrock.The slopes adjacent to Nash Road vary, but are consistently over 30 percent, with many areas up to 80 percent.The Kenai Peninsula Bor- ough Code Title 14 Streets and Sidewalks, Roads and Trails 1 R&M consultants, Inc., Nash Road Extension Geologic Evaluation, November 1980. 2 Tysdal, R.G., and Case, J.E., Geologic Map of the Seward and Blying Sound Quadrangles, Alaska, USGS Map 1-1150, 1979. 3 https://gis.kpb.us/map/index.html?viewer=terrain R&M CONSULTANTS, INC. it CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 Chapter 14.06 Road Standards identifies the following construction requirements for roadways: 14.06.160 Road Construction Standards —Alignments: A. Vertical alignment. Roads shall be constructed in a manner such that grades shall not exceed, at any point, six percent on arterial roads and ten percent on all other roads, and no more than four percent within 100 ft. of any intersection. We have assumed that the access road to SMIC Bench would not be an arterial road and can be constructed to a maximum of ten percent.Two potential alignments con- necting Nash Road with the SMIC Bench have been iden- tified (see Attachment 2, SMIC Bench Concept Roadway Alignments).The main access alignment recommended accesses the northern portion of the developable bench area.The alignment switches back to maintain the ten per- cent requirements and is approximately 6,000 feet long. Because of the slopes along this alignment, no new lots can be created along the alignment until the top of SMIC Bench is reached. Secondary access would be provided via a 7,600-foot-long road originating at Nash Road and extending to the southern portion of the development. The road is designed to fit completely within the existing City of Seward tract so that no additional agreements are required with other property owners to build and maintain the road. The second impediment to construction is the shallow bedrock. Bedrock is good for stability, and dramatically decreases the chances of landslides, however, it increases the cost of road and site construction because it needs to be blasted rather than dug. It also precludes the use of traditional on -site sewer and water system that make the development of individual lots simpler and cheaper (see Utilities section below). Steep slopes and shallow bedrock add significant costs to road and utility construction for the project. UTILITIES Providing public water and sewer to homes on the SMIC bench requires construction of significant infrastructure relative to the number of parcels being served.This sec- tion evaluates utility requirements in concept, including how improvements can be constructed in phases while supporting the future full build -out. Water Source The SMIC Bench development depends on the develop- ment of a water source with adequate quality and capacity. Based on the desktop geotechnical assessment of the bench study area, the high bedrock makes well develop- ment expensive. Depending on source aquifer hydrology, groundwater production, and water quality, wells on the bench may be entirely infeasible.The following solutions for providing the SMIC bench with water were considered: 1. Develop additional high production capacity public groundwater well(s) near existing city wells. Poten- tial impacts to existing groundwater wells served by shared aquifer would need to be evaluated further. Develop high -capacity public groundwater well(s) on bench — capacity and water quality are likely not adequate due to shallow bedrock and lack of water producing aquifers in bedrock. If a water source on the bench were deemed viable, it could be more cost efficient, depending on the well depth required through bedrock.This should be confirmed by geo- technical or hydrologic study. 3. Develop private groundwater wells on individual parcels.These are subject to the same challenges listed in #2 above. 4. Develop a surface water impoundment and water intake structure in nearby creek — not likely to be viable and will be influenced by climate conditions. This would require a new WTP be constructed on the SMIC bench. Booster pumps may also be required for source water transmission/distribution. Connect to existing city water distribution net- work located at the bottom of the mountain south of Nash Road.This option requires constructing pumping stations to pump the water up the moun- tain, and large storage facilities on the SMIC Bench to store the water once on site. Water Treatment The existing water treatment plant (WTP) located near the correctional center serves a limited number of city customers in the area.The WTP will require expansion, modernization, and improvements to support the addi- tional water demand presented by the SMIC bench.The WTP should be improved to increase output capacity and meet current water treatment regulatory requirements. R&M CONSULTANTS, INC. CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 The existing WTP should be further evaluated for its condition and suitability for expansion, improvement, or replacement. Water Storage Water storage tank(s) (WST) would likely need to be provided for the SMIC Bench development to serve antic- ipated community peak demands, emergency storage, and fire flows for the area.The tanks should be placed at an elevation which the system can provide minimum pres- sures to higher elevation homes.This may require dedi- cated access and a WST site higher than the development, approximate elevation of 1,200'. Water use and storage requirements are estimated based on the following design criteria: a. 3-bedroom residential homes b. 100 gal/capita/day c. School/commercial daily use (35k gpd) d. 3 days emergency storage. The water storage tank site can be developed to support phased development. A smaller 0.5 million -gallon (mGal) tank could be constructed for a first phase, with future expansion area reserved for the full build -out 1.5 mGal water storage tank. Water Transmission & Distribution Water must be supplied to the SMIC bench develop- ment to fill the WST and provide distribution system pressures.To supply treated water from the source well/ WTP (elevation 100'+) to the bench/WST (elevation 1,200+),a series of booster stations supplying high-pres- sure transmission mains would be required.The booster pumps could be vault style or in above -grade structures.A high-pressure transmission main would be constructed. The SMIC Bench development parcel elevations range from approximately 700' to 1,050' which will likely re- quire two or more hydraulic pressure zones managed by city pressure reducing valve (PRV) stations to maintain service pressures within the pressure range allowable by Uniform Plumbing Code (UPC) and the city code utility tariffs. Alternatively, homes could be supplied with in - home PRVs or booster pumps, but limitations exist due to the elevation differences.The following improvements will be required: 1. Booster Station and high-pressure transmission main from source wells/WTP to bench WST. 2. Intermediate booster stations for water transmis- Sion to SMIC bench along access road. 3. Pressure reducing valve stations to manage service pressures throughout bench development. Sewer Collection, Treatment & Disposal Due to the number of parcels, their density, topography, and size of the proposed parcels, on -site septic systems are not practical or suitable for wastewater disposal (see Development Concept and Attachment 1. SMIC Bench Subdivision Concept). On site -treatment and disposal for each lot is limited by the presence of groundwater, topog- raphy, and geotechnical conditions and must comply with minimum separation distances. Installation per lot would be approximately $30,000, and ongoing electricity and maintenance costs will be incurred by individual private property owners.Advanced on -site treatment systems (Advantex or similar) for individual parcels could be con- sidered as an interim solution but these are not the most cost-effective design for the full SMIC build -out. A public sewer collection system maintained and op- erated by the city is recommended. Sewage would be collected at a Wastewater Treatment Plant (WWTP). The WWTF would provide for the secondary treatment of wastewater via mechanical processes. Final effluent disposal discharge quality parameters and wastewater effluent discharge receiving waters should be evaluated further. A WWTP requires active and ongoing facility management and maintenance including sludge disposal, electricity costs, replacement and servicing of parts, and presents additional energy costs to the city. Another alternative to the WWTP was considered.This alternative would pipe wastewater down the hill and discharge into the existing city sewer Iagoon.The lagoon would require expansion approximately doubling its foot- print, and associated improvements/upgrades. Due to the high-pressure sewer mains, wastewater pressure reducing stations are required. In -line hydro turbines could be con- sidered to recapture potential energy, generate electricity, and supply power to the grid offsetting energy consump- tion by the booster stations. The improvements presented carry additional O&M costs and responsibility for the city public works department. The concept design goals and assumptions are subject to R&M CONSULTANTS, INC. CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 Table 4. Full Build -Out Utility Expansion Order of Magnitude Cost Estimate SMIC BENCH FEASIBILITY STUDY — UTILITY • ORDER OF MAGNITUDE• FULL BUILD -OUT The cost estimate is a preliminary concept order of magnitude level of completion only. Estimator's contingency is intended to cover engineering and construction requirements not readily apparent at the concept level of evaluation, inflation, and escalation of construction costs. WORK DESCRIPTION UNIT QUANTITY UNIT COST COST Water Source,Treatment, Storage, Distribution Water Source Well Development Lump Sum 1 $250,000 $250,000 Water Treatment Plant Lump Sum 1 $5,000,000 $5,000,000 Treated Water Storage Tank Gallons 1,500,000 $4 $5,250,000 Water Booster Station Each 3 $1,000,000 $3,000,000 Water Transmission Mains Linear Foot 8,500 $325 $2,762,500 Water Distribution Mains Linear Foot 19,000 $250 $4,750,000 Pressure Reducing Valve Station Each 2 $450,000 $900,000 Subtotal Water $21,912,500 Sewer Collection and Treatment Gravity Sewer Collection System Linear Foot 19,000 $275 $5,225,000 Wastewater Treatment Facility Lump Sum 1 $16,000,000 $16,000,000 Subtotal Sewer $21,225,000 Electrical Service and Communications Electric and Communications Service $16,500,000 Estimator's Contingency (25%) Total order of Magnitude Estilmatel�f- $17,625,000 i change as the site is investigated further and the project evolves. Electric and Communications Overhead electric is present along Nash Road adjacent to the SMIC Bench study area. Its capacity, condition, and suitability for serving the full build -out of the SMIC Bench is unknown but upgrading the electric line to meet demand is assumed feasible. Roadway lighting and other amenities on the SMIC bench may be considered.The city power utility, in consultation with Sturgeon Electric Com- pany Inc. reviewed the SMIC Bench subdivision concept and developed conceptual costs for providing electrical and communication services to SMIC Bench. Rough order of magnitude cost estimate includes the labor, equipment, materials and engineering for electrical and communi- cation services to be taken to a transformer on SMIC Bench, assuming the subdivision developer or homeown- ers would be responsible to get the services to the meter $12,500,000 is estimated for electric and an additional $4,000,000 is estimated for communication, based on relatively normal installation processes for underground lines. However, with the presence of bedrock on SMIC Bench, installing underground utilities would require a substantially larger price. Therefore, overhead lines are recommended to reduce the total estimated cost. Total Order of Magnitude Utility Development Costs Table 4 above summarizes an order of magnitude cost estimate for providing water and sewer service to 750 parcels in the SMIC Bench "full build-out".The order of magnitude cost estimates should be updated as design assumptions evolve, and more information becomes avail- able.Annual O&M and energy costs for operation of the water and sewer facilities are not included in this estimate and should be considered in a net present worth evalua- tion of project feasibility. R&M CONSULTANTS, INC. F8 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 TSUNAMI CENTER SITE POTENTIAL The City of Seward is within a tsunami hazard zone. Currently there is no tsunami refuge location east of the Seward Hwy, resulting in people at the correctional center, SMIC harbor area, and residential neighborhoods accessed via Nash Road having to travel to the Seward Hwy and north to evacuate. If a significant earthquake event were to compromise the bridge on Nash Road, access to the Seward Hwy would not be possible.The DEVELOPMENT CONCEPT OVERVIEW The concept design shown in this report is a portion of Tract G, Fourth of July Creek Subdivision, Number 2, according to Plat No. 98-04, Seward Recording District, Alaska. Contours were obtained from publicly available LiDAR data from the Kenai Peninsula Borough GIS.The terrain within Tract G is very steep, which makes con- struction of an access road up the mountain to reach the SMIC Bench challenging. In addition, the Kenai Peninsula Borough (KPB) code stipulates, in 14.06.080 — Road Construction Standards -Construction categories, that a road that serves greater than 50 lots is designated as a Category IV road and cannot exceed 10% slope. Design concepts are based on all rights of way being 60 feet wide, with road slopes at, or less than, a 10% slope. In addition to the steep slopes, the soils in the area are shallow, and most of the site is expected to be near -sur- face bedrock.This means that all road construction will include a fair amount of blasting, which increases the overall construction costs.The north access road that connects the proposed subdivision with Nash Road will need to be approximately 6,000 feet long, with switch backs to accommodate the slope Iimits.A secondary access road will need to be constructed to meet second- ary access requirements for subdivisions over 30 Iots.The estimated cost of the road construction from Nash Road to the beginning of the proposed subdivision is $2,000 per linear feet of road.This does not include water and sewer but does include ditches and lighting. Individual lot development is also limited by steep slopes. In general, slopes up to 20% are developable, but slopes between 20% and 30% require additional effort and mon- ey to develop. Slopes over 30% require specialty measures SMIC Bench study area is at an elevation above the areas of potential impact for tsunami events and therefore pres- ents an opportunity for a tsunami refuge location. Prelim- inary research to identify grant funding opportunities to mitigate this hazard revealed that new road construction intended to facilitate emergency evacuation was not an eligible use of funding through the existing hazard mitiga- tion programs. to develop.The concept lots shown attempt to keep the slopes within individual lots at 20% or less, however, some lots are in slopes that exceed this due to necessity. Lot development is also hampered by the near -surface bedrock.This site condition inhibits the use of on -site sewer and water. Instead, the water will need to be pumped up the hill and stored in tanks at the top.A spe- cialized sewer treatment system will also be required as typical leach fields do not work in bedrock. CONCEPT DESIGN The concept design features lots with a minimum area of 10,500 square feet.This size accommodates City of Seward code requirements for single family, duplexes, and multi -family houses. In general, for this type of terrain, more lots are needed to offset the high costs of road and utility construction. This design creates approximately 674 lots and requires approximately 32,625 feet of local roads for access within the proposed subdivision.The cost of road construction is expected to be less than the main access road at $1,000 per linear foot but will still require blasting and on -site gravel production. Another feature of this design is a 12-acre parcel that can be used for development of aTsunami Evacuation Area, parking for recreational trails, and potentially as an elementary school site in the future.Ten-foot-wide rights of way are also dedicated throughout the proposed subdivision to allow foot and bicycle traffic to access the 12-acre site without having to traverse completely around the subdivision using bike paths along the roads.These corridors would also create more direct access to other trails that might be developed on the hillside around the subdivision. See attached SMIC Bench Concept. R&M CONSULTANTS, INC. f9 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 The main barrier to achieving a concept design that financially breaks even or makes a profit is the cost of the road and utility construction.Within any given subdivision design, the lots along a section of the subdivision road that serves those lots must pay for itself at a minimum. The construction will include the road itself, ditches, bike paths, lighting, and underground electric, communication, and gas Iines.These features are considered when gen- erating a construction cost for a linear foot of road.This makes the equation simpler when comparing costs of construction to the market value of each lot created.At a minimum, the creation of a group of lots, served by a road corridor that includes all utilities and drainage, would pay for itself when the lots are sold. If the road costs are more than other areas within a given market, the market value of the lots must also increase proportionally, and it becomes a question of what the market will bear regard- ing the appeal of the lots. The concept design requires two access roads that begin at Nash Road and extend to the top of the SMIC Bench. Because of the steep slopes between the road and the Table 5. Estimated Concept Development Cost Summary. bench, there can be no lot development until the top is reached. Therefore, there is no offsetting lot sales available to pay for the construction of the 13,600 feet of road construction.The estimated cost of this road construc- tion is $27.41OM, which does not include the water and sewer costs.The interior subdivision roads on top of the bench are expected to cost $32.6M, bringing the total roads costs to $60M.Water, sewer, electric, and commu- nication line costs for the entire 674 lot development is expected to be approximately $70M, driving costs upward to above $ 100M. There are contingencies associated with each construc- tion estimate. For example, the utilities estimate has a 25% contingency that adds $17.6M to the final cost; the utility estimate is based on 750 housing units to account for two or multi -family units on some of the proposed lots and ensure the water and wastewater systems would be right -sized for the potential development. Final con- struction costs could potentially be lower depending on actual conditions within the site, lowering the breakeven individual lot value. TURE NEEDED ESTIMATED COST FOR CONCEPT DEVELOPME��LCOINTIINIGEINCIIES Road Construction from Nash Rd. to Bench $27.41 million 20% ($5.48 million) Interior Subdivision Roads $32.6 million 20% ($6.52 million) Water, Sewer, Electric, Communication Lines $70.5 million 25% ($10.78 million) Total Estimated Development Cost $130.5 million 20% ($22.78 Million) Price per Lot to break even on development costs (total $193,620 costs/674 lots) FEASIBILITY SUMMARY The SMIC Bench provides a large, buildable space to ex- pand housing for the City of Seward.The crux of develop- ment is constructing access roads up the steep slopes to the bench and bringing utilities to the site.The expecta- tion that the entire site is shallow bedrock also increases the costs of development. Roads and ditches would need to be blasted, and gravel crushed on -site for use as a leveling course.The bedrock also eliminates the option of on -site sewer and water for each lot. Instead, the water must be pumped up the hill, or a community well would need to be established at the top of the bench. In either case, a water storage system would also be required. On - site sewage systems would not be viable, so a treatment system would need to be constructed that would meet the needs of the entire community. Estimated costs for creating these systems is included in Tables 4 and 5. Utility Expansion Order of Magnitude Cost Estimate. The last consideration is the cost to maintain the im- provements. Roads must be plowed. Sewage systems must be maintained.Water pumps and storage facilities require maintenance. With a subdivision such as this, it is impera- tive that the access road be maintained in a usable state. Any disruption caused by landslides, avalanches, earth - R&M CONSULTANTS, INC. 290 CITY OF SEWARD SMIC BENCH DRAFT FEASIBILITY STUDY 2022 quakes, or even on -going maintenance, would disrupt the entire community that resides in the subdivision. The SMIC Bench site is one of the only large areas in Seward that can add a meaningful amount of housing in- ventory for the city. Once the site is accessed, the bench offers over 240 acres of space to develop individual lots, a tsunami evacuation area, a potential school site, and access to millions of acres of public recreational Iand.The views from the bench would undoubtedly be stunning on a clear day, adding value to the created lots, and making the subdivision one of the more desirable ones in the city. For a subdivision of this size, a phased approach works best to avoid incurring the costs of constructing the entire subdivision prior to selling a single lot.A connec- tion will need to be made between the north and south access roads to provide alternate access for the created Iots.This connection would naturally fall along the south and west edges of the subdivision, which feature lots likely to have the greatest appeal and views.The southern and western lots would be expected to have a higher value once access and utilities are provided, and construction costs could be recovered more quickly than lots on the interior.After dual access is constructed, the rest of the subdivision could be developed as needed, and as more funding becomes available. An additional benefit of phasing the development is that the SMIC Bench area becomes available sooner to the community at large for recreational purposes. Once on the bench, multi -use trails can be established and be incorporated into future phased development.Trails built to accommodate a multitude of nonmotorized recre- ational uses, including cross-country skiing in the winter and mountain biking in the summer, could crisscross the bench resulting in trails with breathtaking mountain views on one side and panoramic views of Resurrection Bay on the other. Local hiking trails might be built to connect with established ridge trails to provide further access to millions of acres of recreational public land and scenic vistas.The Bench Community, if constructed thoughtfully, could satisfy the need for housing while creating miles of recreational opportunities for the citizens of Seward. The SMIC Bench subdivision has been designed to sup- port a potential mix of zoning and housing development types including single family homes, single family with accessory dwelling units, duplexes, and multifamily devel- opments to provide for significant and flexible housing unit expansion.The opportunities offered through the development of SMIC Bench are feasible and could help meet multiple high priority needs of the community and achieve identified goals of the City of Seward.The cities' Comprehensive Plan and Strategic Plan both encourage development of new housing, and the city and borough code support the proposed concept plan.The citizens of Seward are united in their love for the city and the outdoor space that surrounds it, but also understand that the city needs housing for people that live and work in the city year-round.This subdivision addresses the com- munity's needs and values by creating housing opportuni- ties surrounded by expansive nature, featuring panoramic views, and providing access to recreational opportunities otherwise available to so few. R&M CONSULTANTS, INC. �9 y- + 4 z E e z� r r ri m � oW wN r 3a M � N ry r \ N "o e e a3 e v m m hm m e —�WINEm m 1 \ ONES ry N W m � and rt o o m m r csi z I � � I.. r / ry / P o e s� ore 4 m m M �1 1 - n m a w l J � dtowfn m two �M az I o M _ M 3, m a m f P, P /m P� o r � I OFF ,M + e QW , N N 23 Community Development Department Jason Bickling ➢ We will be revising the Cemetery Master Plan, which hasn't been updated since 1996. We are coordinating between the City Clerk, Parks and Rec, and the Community Development Departments to streamline the process and do both physical and records clean up. ➢ We are working on the preliminary revisions for the Legislative Priorities / Capital Improvement Projects Guide with our designer. We want to have everything ready to go for council approval so that they can be printed before the legislative sessions. We will also be doing a special early edition for meetings with the Governor's office. ➢ Scheduled a joint work session with the SBCFSA to Review updated FEMA Floodplain Regulations. We met with FEMA earlier in the month. The regulations will then be reviewed by P&Z at a regular meeting and forwarded onto City Council for the Title 15 update. ➢ The P&Z Commission had work sessions on August 23rd and September 6th to continue review on the Muni Land Plan Revisions. There was very good progress made and it will tentatively be coming forward to council in October for approval. The last time this was revised and approved was 2014. We have made some proposed changes that will make this document a good resource and reference. Going forward, this will be reviewed annually and will take much less time each year. ➢ We are working on Title 15 Short Term Rental regulation language for P&Z to review. We are looking to review the language at September 20th work session before bringing it before the commission officially at the October 4th meeting. ➢ Revising Title 16 / Subdivision Agreement for Developers with the Fire Department, Public Works, and Utility Dept. in preparation for upcoming housing developments. We are also having the attorney review it as well. ➢ We are continuing work on the Safe Streets and Roads for All Grant with the Borough and other Kenai Peninsula Communities. Resolution will be before you this meeting. ➢ DRP Coordination — We have two more Applications in the que, the first one coming at the September 12 City Council meeting. The other one will likely be later in September or October. 24 ➢ Working on Public Works Shop Development plan pieces ➢ Working with a number of compliance issues: property use violations, STIR ➢ Continuing GIS work for Community Development, Fire, Building, Public Works, Utility, and Parks and Rec. ➢ We are continuing with our normal business of processing of records requests, short term rental permits, replats, rezones, Cups, and consulting regularly with community members that have questions about the development and use of their land and helping with applications. 25 Electric System Director Rob Montgomery ➢ Request for Proposals (Utility Sale) — Proposals from utilities interested in acquiring the City's electric utility were opened on Wednesday, September 7. Proposals were received from two utilities, Chugach Electric Association and Homer Electric Association. Plans are for City Council to assess and discuss the proposals during executive sessions on September 12 and September 26. ➢ HEA Facilities Tour — As part of the Request for Proposal (RFP) process to potentially sell the electric utility, representatives from Homer Electric Association toured the Fort Raymond Power Plant, warehouse and other facilities on Friday, September 2. HEA General Manager Brad Janorschke and four other representatives of HEA participated in the tour. ➢ Electric Utility Valuation — Work to develop a valuation of the electric utility assets is ongoing. Daymark Energy Advisors, the firm selected to develop the valuation, expects to complete the assessment by mid -September. ➢ Railbelt Meeting with Sen. Dan Sullivan — Representatives from the Railbelt Electric Utilities, Alaska Energy Authority, and Enstar Natural Gas Company met with Sen. Dan Sullivan and members of his staff on Thursday, September 1, in Anchorage to discuss the state's energy future. Topics included federal funding opportunities for energy projects, diversifying the states generation of electricity, renewable energy opportunities, and other related topics. Sen. Sullivan said Alaska has a great opportunity with the federal funding available to secure funding and that he will support key projects put forth by the state's utilities and energy companies. ➢ Alaska Municipal League (AML) Energy Workshop — AML held several workshops in Anchorage September 6-9. I attended the energy workshop on Thursday, September 8. ➢ Infrastructure PowerPoint Presentation — Attached is the PowerPoint presentation shared previously with City Council highlighting the various phases of the infrastructure work and the estimated costs associated with each. 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CU O O Q a) � U O N LO Ln L -0� Q c Q Q N (6 1 O (6 (6 � d9 d9 (6 N U 70 O N 4- 0 70 -0 70cu i L Q cu O a) Q = 7 . U yr (6 U O 7 L cu Q O N O Q fn U CL U O 4- cu � i �O � U p p 70 CU !% 70 N > U C O U N N N U cu N 70U Q N 75 L U t5 (6 70 70 a) 0 U CU CU a-Q U (6 = 70 N (6 > `� — L (6 (6 � N i U (6 to (6 X N N � � N cn 0) 0) N � a)Q ��U U_70 a) O U _(6 -0 ,O CUN Q (6 � O N •� to U 'L U � " �-+ •� - U) �, Cl) 0 �• W CU E(D aD C O U O .(D W cn H � H Un =3 N U H 0 0 0 0 M Mission Statement: CMR Finance Department Valuable Objectives: Sully Jusino Deputy Finance Director To provide the highest level of services responsive to our With integrity, accountability, and respect we built trust community's expectations and to enhance the quality of life with all stakeholders through responsible stewardship of and economic vitality. public resources. Utility Department: Carmen Jackson Firm and Finance department is continue working with the initial work -plan findings: • Customers will be reclassified from Large General Service to Small General Service effective with be reflective on the 9/15 billing, notification letters will be sent out. Carmen Jackson Firm: - Carmen Jackson LLC firm continued assisting the Finance Department in account reconciliation, journal entry review, and analysis workflows. - Finance Staff and the Firm are preparing for the initial of intensive training with Accufund. - Carmen Jackson team are assisting finance staff in preparation for the first draft of the FY23_24 Budget for the second week of October. Annual Audit: - Altman, Rogers & Co. is working on finalizing our annual audit, waiting to get the final audit numbers from the Provider Relieve Fund from Providence. 38 rn 9:1 M _ W E% 4)E-04- 0 U Q�,O �0p1-0 4-O NONz� �� OHO 0 cn �•� r- O O �>� pO�U O �00 0) N�v00� •�U OU�� UO OHO ��•�p•O'�n 00� a� U-0O Qom•p er �0-� EUUvO,� 00 �cn O 00 U -a) 0 '-•� p �"'0�(L) (L) E- �3 �U Q�C-4 3>0�0L 00 0�00 L-� i ��� �E 4— 0 O O D D U O��j �U•�00p O o 00 >•p 17 U Op D��0 0�-00�0 m4 0-0 QU E._4 0� 0 0 Ell V) n W D .V) n� W V) n, W V) O 70 U .� U O � O Q O 'T;i N � 'V _ � U O O � U U O �0 O O � E Q U O w 0 .� H w 70 o O O O o 0 'p c O O O V)U ■ O 0- 0 D X u rIN Lo 0 n� W } ♦- O 4� u to � � N O o0 0 LO CD c6 O � �9- � o o O 0 O .. > `o cn � N •— O 0 O N m 0 1-1 e O p O O O � U � O O O � � O > O O U O O O` � W ) /1 • - U O � O � O � O > 0 LO CN LO � p O U O O O O L- �U wl MW Ln 1-1 �M 4) V) O Q O Q L— O , U •� U O O O cr, OLu � O O O cn� O 0U(n U) 0 `� to L.L. � U �O U0(L) CD >< C) 4— 2 rn rl- LD O E O O � O U O CN D�J O DJ \ a o O 4,Z O 0 N r- E U U 'E 'E 0 U U can •O •O 'O 'O V) Q Q O Q O D V V) c( 00 > SO > > n Lo O � � � U � U � •U � � .0 L .0 Lo N ,O N •0 `n CO LU D D} D} � o � o o o0-0 ono 00 >30 k ]' :pt Fire & Building Department Fire Chief Clinton Crites We NEED volunteers, if you or someone you know is interested in serving your community, please give us a call at 224-3445 or stop by at one of our trainings on Wednesday evenings at 7:00pm. Build a kit with everyone in mind FEMA Ready, Statistical Information: Fire & Life Safety Inspections 2022 YTD: 322 with 266 violations noted. Emergency Calls YTD: 245 New Building Permits Issued 2022: 43 with a total valuation of $7,726,557.571 September is National Preparedness www.readZ.aov building an emergency disaster kit .W Recommended Items to Include in a Basic Emergency Supply Kit: ❑ Water and non-perishable food for several days ❑ Extra cell phone battery or charger ❑ Battery -powered or hand crank radio that can receive NOAA Weather Radio tone alerts and extra batteries ❑ Flashlight and extra batteries ❑ First aid kit ❑ Whistle to signal for help © Dust mask, to help filter contaminated air and plastic sheeting and duct tape to shelter -in -place Moist towelettes, garbage bags and plastic ties for personal sanitation ❑ Non -sparking wrench or pliers to turn off utilities ❑ can opener (if kit contains canned food) ❑ Local maps Additional Items to Consider Adding to an Emergency Supply Kit: ❑ Prescription medications and glasses ❑ Infant formula and diapers ❑ Pet food, water and supplies for your pet ❑ Important family documents such as copies of insurance policies, identification and bank account records in a portable waterproof container ❑ Cash and change ❑ Emergency reference material such as a first aid book or information from www.ready.gov ❑ Sleeping bag or warm blanket for each person. Consider additional bedding if you live in a cold -weather climate. ❑ Complete change of clothing including a long sleeved shirt, long pants and sturdy shoes. Consider additional clothing if you live in a cold -weather climate. ❑ Fire Extinguisher ❑ Matches in a waterproof container ❑ Feminine supplies, personal hygiene items and hand sanitizer ❑ Mess kits, Paper cups, plates and disposable utensils, paper towels FEMA's Ready Campaign educates and empo^.ers Americans to take some simple steps to prepare for and respond to potential emergenciesincluding those from natural hazards and man-made disasters. Ready asks individuals to do three key things: get an emergency supply kit, make a family emergency plan, and be informed about the different types of emergencies that could occur and appropriate responses. Everyone should have some basic supplies on hand in order to survive several days if an emergency occurs. This list of emergency supply kit items is only a starting point. It is important that individuals review this list and consider the unique needs of their familyincluding pets, for items to include. Individuals should also consider having at least t.vo emergency supply kits.. one full kit at home and smaller portable kits In their workplace, vehicle or other places they spend time. V Ready. = FEMA Federal Emergency Management Agency Washington. DC 20472 Ready prepare. Plan. Stay i Emergency Supply List 61 Harbor Harbormaster Norm Regis ➢ The 330-ton Travelift has started to pick up; vessels are starting to come out for winter. ➢ We are training new harborworkers on the maintaining the Travelifts. ➢ We are working on the SMIC yard drainage to keep water flowing into the ditches. ➢ The water is on at all locations in the harbor. ➢ We have opened G, K and L-float still waiting on the pedestals, no water is available but we did set up a location between K and J float for the vessels to clean or get fresh water. STILL WAITING ON THE PEDESTALS. ➢ We are still working with the public with COVID protocol in mind while continuing to do boat lifts and public contact in the Seward Harbor office. ➢ A continuous cleanup is still in process on the last lot at SMIC, this cleanup is starting to take shape, just a few more items to deal with and we can lease out the property again. ➢ The harbor office is currently open seven days a week. ➢ The North East harbor launch ramp water line is complete just a few punch list items for the contractor to work on. ➢ We have applied for a federal grant from the PIDP for the washdown pad. (STILL WAITING) ➢ We are continuing to work with Moffatt & Nicole on the design for the 5-ton crane on I - Dock, Corp Permit has been approved ➢ We have completed the 2022 Salmon Derby we had four vessels sink in 5 days to start the derby. ➢ I would like to thank Storm Chasers who were on scene very quickly to raise the vessels before any release of fuel. ➢ Met with Senator Sullivan along with the Commandant of the Coast Guard Admiral Fagan on their trip to Seward, I would like to thank everyone that participated on how great the community of Seward can be. 62 Seward Community Library & Museum Bailey Sayler ➢ MUSEUM TEMPORARY DISPLAY Seward Coal Loading Facility The Temporary Display space presents a history of the now abandoned coal loading terminal. Learn the history of the terminal, along with its machinery pieces, and issues the terminal faced in its 32 years of operation. Also featured are historic photos of the terminal and models of historic Alaska Central Railway train cars and modern Alaska Railroad passenger cars. ➢ MUSEUM WINDOW DISPLAY Alaska Souvenir Spoons Featured in the Windows of History display is a collection of Alaska souvenir spoons. Learn a brief history of souvenir spoons in the USA and a history of the collector and donor of the spoons, local Barbara Shea. The spoons feature a variety of Alaska towns and motifs such as Seward, Valdez, Mt. McKinley, totem poles, and miners. ➢ Play in Chat Every Tuesday and Thursday, the Library and Bloom, work together to bring arts n crafts, story time, and play time for our younger crowd. Tuesdays we meet in the Library and Thursdays we will be meeting parents at the waterfront park as weather permits. ➢ Discovery Kits We have new Discovery Kits out for the public to use. New kits include Montessori letters and numbers, Zoo -Phonics, Anatomy, Cells, Time, Planets, Aquatic Discovery, and many more. ➢ New Books Coming Soon: Wonderbooks We have new audio books coming to the library for the Children, Junior, Young Adult, and Adult sections. Be sure to check our Facebook page to see when they become available. ➢ Movie @ 2 The Movie @ 2 features the Waves Over Seward film that is shown, Tuesday — Sunday, at 2 p.m. for a $5 admission price. 63 IN SEARCH OF FART H'S SECRETS august-octoaer "us does wrelcomel at the sewurtl 11 brary museum ➢ (9 a.m. - 5:30 daily till the end of October) —National Science Foundation presents: ""In Search of Earths secrets" brought to the community by Hyper and Seward Prevention Coalition. For the month of August, we served over 14,000 people. ➢ Library hours Tuesday — Friday 9 a.m. — 6 p.m. Saturdays 9 a.m. — 5 p.m. ➢ Museum Summer Hours Tuesday — Saturday 11 a.m. — 5 p.m. We are currently taking passport appointments for new passports. The library does not do renewals. Please call 907-224-4082 to make an appointment. Seward Parks & Recreation Director ➢ Memorial bench resolutions reached and projects slated to be complete this month. ➢ Sports Coordinator Jenny Rutledge to head to Iceland with Seward Prevention Coalition and Youth360 Sources of Strength. There she will train with creators of the Icelandic Model, a revolutionary youth substance abuse prevention program that enabled Iceland's teens to go from the highest rates of use in Europe to the lowest in just 20 years' time. More info can be found here: https://planetyouth.orc, SPR will be working with SPC and Youth360 to bring similarly impactful programming to Seward's youth. Development of substance use 10tl- grade in Iceland, years 1998-2022 so 42 30-..—HavedaroremuM'fhlnt3PdaN —SmcNe fli.,�. 35 31 � I] Is AO � s 6 5 0 � Parks & Gardens: ➢ Maintenance staff has removed 23,822 gallons of trash from the Big Belly bins in the watPrfrnnt area_ ➢ Annex tree removal. ➢ End of season maintenance and winterizing. ➢ Alder and brush clean up along the water front. Campgrounds YTD Campspot Bookings as of 08/26/22 Period Site Nights Completed Bookings 30,566 Advance Bookings 1,877 Total: 32,443 65 Snorts & Recreation ➢ Sports & Recreation will be open to the public at AVTEC gym beginning Thursday, September 22nd. Weekly hours will be Thursday -Saturday 12:OOPM- 8:OOPM. *Closed Saturday, September 24th for the Touch A Truck event in the Harbor. Program Name Date Total Chalk the Walk August 2 25 Bubbles at the Pavilion August 9 20 Youth Soccer League July — August 120 Upcoming Programs ➢ Touch A Truck on Saturday, September 24th in the Harbor at North Parking Lot from 1:00 — 4:00 PM. Quite Hour will be from 1:00 — 2:00 PM to accommodate children with sensory sensitivities. Public Works Department Doug Schoessler ➢ Public Works Director • Seward Highway Mile 0-8 Repaving Project -We've met with DOT project managers on the City's water and sewer infrastructure to assess repairs to manholes and water valves in the project area. We also have one fire hydrant to replace at Coolage Drive. There has been more attention to this project as of late and we are anticipating work possibly starting in 2023. We will update with any new information as it progresses. • US Army Corp of Engineers -Tunnel: -The contractors for the US Army Corp of Engineers are finished drilling in Lowell Canyon. Some of the 100 feet deep borings in the canyon never hit bedrock! The sides of Bear Mountain and Mount Marathon stay very steep even underground! The contractor has now started by the bridge to complete geotechnical drilling work at the lower end of the tunnel outfall area. We don't anticipate any road closures by the outfall (waterfall). Please drive slowly through the work area and be courteous to the construction workers and equipment in and near the roadway. • Public Works Facility Relocation: -Engineering is starting for the new facility and site layout at the Fort Raymond Property. Plans are coming together to provide a facility that will serve us all well into the future for Public Works and the many services they provide to our residents and visitors. More excitement to come. • Lowell Creek Falls: -The pre -event gravel removal work we started in 2019 has paid off during the latest rain events. We have minimized the operator time in the creek with dozers during high water by channeling further out during low tides. We know there could be much larger storm events that could overwhelm the bridge area during a flood, but we will continue moving material below the falls to be as prepared and proactive as possible. ➢ Streets Department -Thankfully we did get a paving company to take care of the patches we needed to complete. -Ditching is helping in many areas to move water off of the roadways. -Alley improvements are ongoing and we will reshape and add gravel to reduce potholes and improve drainage. ➢ Water & Wastewater Department - A reminder to all residents not to flush wipes, feminine products, etc. down the toilet. Also, never put grease down the drain. Sewer clogs due to these items cost the sewer utility thousands of SS 67 each year to fix the problems that could have been easily prevented These losses of capital are to be reflected in monthly sewer service rates. -Multiple locates for water and sewer lines continue as residents and contractors work through their projects around the city. -Monthly testing of water and wastewater systems is being done and submitted to DEC as required by the permits. ➢ City Shop R & M has scheduled an environmental contractor to complete the soil remediation project approved by DEC. The project will be completed on September 8-9. ➢ Wastewater and Lagoon overview study: This study is complete. The third -party study was presented by R & M Engineering at the October 25 Council Meeting. Recommendations are as follows: I. Using a multi -function portable probe, perform summertime DO, pH and temperature measurement profiles in grid pattern from both lagoons during a period of non -rainy conditions and at least 3 days after a significant rain or high user population event. 2. During the same effort, from at least four separate locations in each lagoon aeration zone (front and back zones of both basins), collect composite samples of BOD, TSS, carbonaceous BOD (CBOD), soluble carbonaceous BOD (SCBOD), ammonia, total Kjeldahl nitrogen (TKN), alkalinity, nitrites nitrates 3. Consider the eventual supplementing or replacement of the existing coarse bubble aeration system with a fine -bubble aeration system. The initial estimate came in over $600, 000 and included draining the lagoon and adding more options than what we needed to accomplish this goal. We are working with R&M and the contractor on scope. 4. Consider replacing the existing blowers with new, more -efficient units having a higher aeration output to increase the capacity of the existing aeration system for improved treatment of greater -than -average conditions. R&M will continue after aeration improvement for pricing on replacing the large system blowers with newer high efficiency blowers. 5. Consider modifying the influent and effluent header piping to provide additional inlets and outlets serving each basin. Per engineering update 3/25/2022: "If it's determined to provide worthwhile benefit, this work could be accomplished the next time the lagoon is dewatered. From past performance, it is apparent that the lagoon would provide sufficient treatment without this improvement, as the large size of the lagoon and the use of the coarse -bubble aeration produces a lot of residence time. This concept should be regarded as an enhancement and not an imperative improvement." W. 6. Continue implementing a regular sludge removal program. Scheduled for 2025/2026. Consider the procurement of a floating dredge unit to reduce the need for dewatering the lagoon basins for this effort. Per engineering update 3/25/2022: "I'm still researching this with folks in the wastewater lagoon industry (still awaiting some inputs), but I'm coming to the conclusion that the City would probably be better off contracting out the sludge removal work, rather than doing this work themselves. For the size and depth of Seward's lagoon, a considerable degree of equipment and temporary set-up would be needed to do this work, and it would not appear to be good use of the City's resources to invest in this equipment for use on an occasional basis (say every 5 to 10 years)". 7. The use of sodium nitrate could continue to be used by the City as a relatively quick and temporary measure for addressing odors. 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U) _0 (o 0 'Q L U O N U) -0 > N p :}, E co E E co >, U � VN (n / co b)- Q O Co � -0 L.n - _ Q a-j _0 O E O C (D O i-- Co I L (D ti6- L Q OL o U) E 0 CD a--� U N 1 CO a_' co a--� E Co 0 0 0)-5 O 5 -q- E a--� ^L^'' ^>_' > UU � � N N C G Q 0 �r� z 00 rr I�� �� Q `.J r) Z Z Q w J_ co J U Q w rr NO m _0 a) U ,C U 0. � U) a) O U Q L O Q c) X L 0 W L (B (B a) L ^'LD W U) a) V/ CD 1 (D o > o Co Q E � 0 E Q + U)� a) -0 -0 a--' �: Q co `S o p 0 C �. U ✓ o L i--i iW-i V/ LCD }' V/ a) _0 ° N O � Q a) Q .L 0 o O L N Q O O CoO •� I..L a) a) O) O) O O Q () v) O 0 O i � U)i 0 O 0 a) m L O (B O O p Q () co � iii p E U) Q a) o _0^' Q m E }, U aD W p W E 0 06 C: O) N L cmL co Q L O N O L Q a U L O .0 i p m(D �\ a) a) a) c� >L _0 L m m I� a) 0 •zz ���' W L L � Um � O •L O a) ° a Q) � ,Q Ct n zi LU yr n` ZZ W o O \ a) L U L (� N a] � U •L •L .0 .0 r- N CHANDLER, FALCONER, MUNSON & CACCIOLA, LLP Attorneys At Law Suite 302 911 West Eighth Avenue Anchorage, Alaska 99501 Telephone: (907) 272-8401 Facsimile: (907) 274-3698 bcf@bcfaklaw.com September 7, 2022 Seward City Council City of Seward PO Box 167 Seward, AK 99664 Re: Status Report Dear City Council: This is our status report covering activity on legal matters worked on during August. General Matters: We continued work on establishing leases with various media companies for use of city property for transmission equipment. We reviewed an ordinance amending Title 5. We reviewed a grant resolution. We prepared a wood cutting permit. We advised on procedures to apply to declared write in candidates in the 2023 municipal election. We advised on a procurement issue. We advised on a potential minor offense. We prepared an annual letter for the City's auditors. Electric Utility: We helped prepare a Request for Proposals and disclosures to be included with RFP packet. Personnel: We advised on an employee grievance. We advised on a disciplinary matter. Planning: We reviewed and suggested changes to a standard subdivision agreement. We advised on a property boundary question. We advised on a proposed rezoning. We negotiated a resolution of a violation of the City's campground ordinances. Port: We advised on a lease extension. We advised on the authority of the City to deny use of the ship lift. You can expect to receive our next status report by October 6. Very truly yours, CHANDLER, FALCONER, MUNSON & CACCIOLA, LLP Brooks Chandler 9. 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L C N U a� -o L 1J "0 a N O W 3 fd U N (d L , f 4 Q N N (u O \ C L L (n L C w -0 VI'0 V) cd O L � � d m u cd C 4m 3 C O 0 L cd u cd -0 ft 8 u OO O uO � o o � o Qu�.��L Q L -, Ordinance 2022-012 Documents: • Agenda Statement • Ordinance 2022-012 122 City Council Agenda Statement Meeting Date: August 22, 2022 To: City Council Through: Janette Bower, City Manager From: Carmen Jackson, CPA, LLC and Deputy Finance Director Sully Jusino Agenda Item: Ordinance 2022-012: Amending Seward City Code Chapter 5.01 General Provisions and Enacting Chapter 5.02 Fund Balance and Net Position Background and justification: The purpose of this ordinance is to amend Chapter 5.01 to update to current processes and appropriate terminology. Chapter 5.02 is enacted to document city fund balances and expected net position for enhanced financial transparency and consistency. The section has been amended as follows: Amended Ordinance Amendment code section Page # 5.01.025 Deposit of Money 1 "city treasurer" is struck and replaced with finance department as the city does not have a city treasurer. "safe deposit box" is struck because an actual safe deposit 5.01.030 Deposit of Securities 1 box is no longer used. "their designees" added to remain ender neutral. 5.01.040 Write off of accounts New language utilizing recognized accounting/finance receivable; refunds of erroneous 2 terminology and clarifying steps to be taken before write - payments. off of accounts receivable 5.01.045 Payrolls 2 Bulleted 5.01.050 Capital assets 2 New section with language defining capital assets Chapter 5.02 Fund Balance and New Chapter with language defining various fund balance Net Position 3 accounts used by the city, the purpose of the fund and the expected net position. New section formalizing established finance practices and 5.02.010 General Fund 3 guidelines for fund balance classifications and reserves in the General Fund. New section formalizing established finance practices and 5.02.020 Enterprise Funds 3 guidelines for classifications of net position in the City's enterprise funds. New section formalizing established finance practices and 5.02.030 Internal Service Funds 4 guidelines for uses of funds in the City's internal service funds. New section formalizing established finance practices and 5.02.040 Capital Acquisition Funds 4 guidelines for fund balance classifications and reserves in the City's capital project funds. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Strategic Plan: Other: 123 Certification of Funds Total amount of funds listed in this legislation: $ 0 This legislation (✓): Creates revenue in the amount of: $ Creates expenditure in amount of: $ Creates a savings in the amount of: $ ✓ Has no fiscal impact Funds are (✓): Budgeted Line item(s): Not budgeted ✓ Not applicable Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): General SMIC Boat Harbor Parking Motor Pool Other Electric Wastewater Water F1 Healthcare Unassigned Fund Balance*: $ *unaudited numbers Available Unrestricted Cash Balance*: $ Finance Signature: Attorney Review e✓ Yes Attorney Signature: �^ ra Not applicable Comments: Administration Recommendation e✓ Adopt Ordinance Other: 124 Sponsored by: Bower Introduction: August 22, 2022 Public Hearing: September 12, 2022 Enactment: September 12, 2022 CITY OF SEWARD, ALASKA ORDINANCE 2022-012 An Ordinance of the Seward City Council, Amending Seward City Code Chapter 5.01 General Provisions and Enacting Chapter 5.02 Fund Balance and Net Position WHEREAS, administration desires to amend Chapter 5.01 to update to current processes and appropriate terminology; and WHEREAS, administration desires to enact Chapter 5.02 to document city fund balances and expected net position for enhanced financial transparency and consistency. NOW, THEREFORE, THE CITY OF SEWARD ORDAINS that: Section 1. Seward City Code Chapter 5.01 is hereby amended to read as follows (new language is in bolded italics and underlined and deleted language is stricken): Chapter 5.01 General Provisions 5.01.010 Fiscal year. The fiscal year of the city shall begin on January 1 of each year. 5.01.015 Creation of debts. Neither the council nor any officer or employee of the city shall create, audit, allow or permit to accrue any debt or liability for any purpose in excess of available money in the treasury legally apportioned or appropriated for that purpose. 5.01.020 Examination of claims. The finance director shall examine all payrolls, bills, claims and other demands of the city, and shall issue no warrant for payment unless the claim is in proper form correctly computed and approved, and is legally due and payable and appropriation has been made thereof which has not been exhausted, and unless there is sufficient money in the city treasury to make payment. 5.01.025 Deposit of money. All money collected by agencies of the city shall be deposited with the finance department within three days after collection. 5.01.030 Deposit of securities. All securities shall be deposited in a safe deposit box i a bank whieh isapproved by the council, to which access shall be had only upon the signature of the city manager and the city clerk ems 125 CITY OF SEWARD, ALASKA ORDINANCE 2022-012 5.01.035 Collection of revenues and proceeds from securities. All revenues and proceeds from securities owned by the city shall be collected by the finance director promptly when due and reported immediately to the city manager. 5.01.040 Ganeellatioft Write o of accounts receivable; refunds of erroneous payments. A. The city actively pursues collection of all revenues and debts owed to the city, reviews the status of past -due accounts, and writes off amounts determined to be uncollectible. B. The city mana,-er has the authority to determine when accounts receivable of the city are uncollectible, except for property liens. C. The finance director may, on approval of the city mana,-er, write off all or a portion of the uncollectable receivable amount. D. Any receivable amount written off in this manner must be reported to the city council within one month. Accounts written off, in part or whole, do not constitute fomiveness of the debt nor a gift of public funds. E. Bills which may become a lien against property may be canceled only upon written formal claim by the owner when supported by substantial evidence of its propriety and approved by the city council. f its. ,, a appr-eved by the eitycottnc-i-l. (b}Any refunds of over -payments or erroneous payments may be made by the finance director, with the approval of the city manager; provided, that utility customers' deposits is refunded in accordance to 14.01.030. 5.01.045 Payrolls. A. Payrolls shall be submitted to the city manager for approval, and upon approval., the city finance director shall issue warrants in payment thereof when due. B. It shall not be necessary for the city finance director to encumber in advance or to certify as to the availability of funds appropriated for personnel services, except those obtained on a contractual basis; provided, that upon issuance of stxk the warrants, the city finance director shall immediately cause the appropriate funds to be encumbered to the extent of the warrants issued. 5.01.050 Capital assets. A. Capital assets will be capitalized and depreciated for financial statement purposes. Capital assets are defined as a unit of property that. 1. Has an economic useful life that extends beyond one year; 2. Must be acquired for use in operations and not be held for sale; and 126 CITY OF SEWARD, ALASKA ORDINANCE 2022-012 3. Was acquired or produced for a cost as established by the city council in the biennial budget. Any items costinz below this amount should be expensed. B. Tanzible assets that do not meet the requirements of a capital asset will be recorded as an expense re-ardless of acquisition or production cost. C. Renewals and betterments are capitalized. These expenditures include the cost for renovations, betterments, or improvements that add to the permanent value of the asset, make the asset better than it was when purchased, or materially extend its life beyond the orizinal useful life. To capitalize these costs, the improvements must fulfill at least one of the followinz three criteria: 1. The useful life of the asset is materially increased, 2. The productive capacity of the asset is improved, or 3. The quality of units/services produced from the asset is enhanced. The total proiect cost must also exceed the amount established by the city council in the biennial budget. D. The cost of normal maintenance and repairs that do not add to the value of the asset or materially extend assets' lives are not capitalized. Section 2. Seward City Code Chapter 5.02 is a new section to read as follows: Chapter 5.02 Fund Balance and Net Position 5.02.010 General Fund. A. Minimum general fund balance. 1. The city council shall establish a minimum general fund balance for the city to assure the financial stability and provide adequate financial reserves capable of preserving city operations in the event of economic stress or unforeseen financial events. 2. The general fund balance shall be established in each biennial budget ordinance. 3. The minimum level of the general fund unassigned fund balance should be equal to three to six months expected city expenditures, plus transfers -out. B. Unassigned fund balance. 1. The unassigned fund balance does include amounts externally restricted or internally committed or assigned for specific purposes. 2. The city council has the authority to commit funds for specific purposes while the finance director or city manager can internally assign fund balance. C. When both restricted and unrestricted sources of funding are available for use, the city will use externally restricted resources first, then internally committed and assigned resources before using unassigned fund balance. D. One-time revenues (examples: grant administration fees, sales of fixed assets, etc.) should not be utilized to fund ongoing expenditures but to fund capital repairs and replacements. To the extent that the General Fund balance has reached 6 months of expenditures plus transfers -out, one-time revenues will be allocated annually to the Capital Acquisition Fund. E. The revenue stabilization, or working capital, account is to maintain a prudent level of financial resources to protect against the need to reduce service levels or raise taxes or fees due to 127 CITY OF SEWARD, ALASKA ORDINANCE 2022-012 temporary shortfalls or unpredicted one-time expenditures. The balance in this account should be a minimum of equal to 10% of the General Fund's annual revenues. 5.02.020 Enterprise Funds. A. The city's Enterprise Funds are used to account for operations that are financed and operated in a manner similar to business -like entities and report net position rather than fund balance. The city maintains the following enterprise funds: 1. Harbor 2. Seward Marine Industrial Center 3. Parking 4. Electric 5. Water 6. Wastewater 7. Healthcare, and 8. Seward Mountain Haven. B. The enterprise funds should maintain a minimum unrestricted net position reserve of three months operating to provide for uninterrupted services and for each fund to cover the costs of their operations. C. Net position can be restricted by external parties or legal restrictions. In the event that either restricted or unrestricted net position can be used for a specific outlay the city will use restricted net position before unrestricted net position. 5.02.030 Internal Service Funds. The city has established two internal service funds to account for services provided internally to city departments and employees. A. The motor pool fund's net position is unrestricted but allocated for the replacement of city heavy equipment and vehicles. The motor pool fund has the authority to loan money to other funds, but all amounts must be repaid with interest considered reasonable at the time of the loan. B. The accrued leave fund's net position is unrestricted but allocated to fund the annual liability of unpaid vacation leave due to all city employees. 5.02.040 Capital Acquisition Projects Funds. A. The city maintains several capital project funds. These funds maintain fund balance which is either assigned or committed for specific capital projects. B. The capital acquisition fund, fund balance is assigned for capital purposes by the city council. 1. The city will designate 50% of the previous fiscal years' General Fund's positive change in fund balance into the Capital Acquisition Fund in any year where the General Fund balance is within the band of established fund balance reserves as described in section 5.02.010. The allocation of surplus funds from the General Fund to the Capital Acquisition Fund will occur only to the point where General Fund unassigned fund balance continues to exceed 3 months' reserves after the transfer. 128 CITY OF SEWARD, ALASKA ORDINANCE 2022-012 2. Capital replacement funds are to be restricted and distributed only for major capital outlay expenditures, which are defined as those in excess of $20,000. Section 3. This ordinance shall take effect ten (10) days following its enactment. ENACTED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, this 121h day of September, 2022. AYES: NOES: ABSENT: ABSTAIN: ATTEST: Brenda J. Ballou, MMC City Clerk (City Seal) THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 129 Ordinance 2022-013 Documents: • Agenda Statement • Ordinance 2022-013 130 City Council Agenda Statement Meeting Date: August 22, 2022 To: City Council Through: Janette Bower, City Manager From: Carmen Jackson, CPA, LLC and Deputy Finance Director Sully Jusino Agenda Item: Ordinance 2022-013: Amending Seward City Code Chapter 5.15 Investment and Collateralization of Public Funds Background and justification: The purpose of this ordinance is to amend Chapter 5.15 to establish appropriate employee authorizations, clarify allowable investments and update outdated language to comply with current City and industry practices. The section has been amended as follows: Amended Ordinance Amendment code section Page # New section enacted to establish formal authority to the 5.15.016 Authorization 1 City Manager and Finance Director for the investment and management of the Ci 's funds. Bulleted and subsection G has been amended to expand 5.15.020 Authorized investments 2 the definition of allowable investments to include collateralized deposits, which is in -line with current practice and industry standards. 5.15.025 Collateral required to Bulleted and updated to allow third party collateral ization secure deposits 2 of standard bank deposits as well as certificates of deposit in excess of FDIC insurance. 5.15.030 Certificates of deposit 4 Grammatical amendment restrictions 5.15.035 Bid provisions for The section has been repealed to agree with current authorized investments 5 practice and because the act of bidding public investments is no longer industry standard or required. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ 0 This legislation (✓): Creates revenue in the amount of: Creates expenditure in amount of: Creates a savings in the amount of: ✓ Has no fiscal impact 131 Funds are (✓): Budgeted Line item(s): Not budgeted ✓ Not applicable Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): General SMIC Boat Harbor Parking Motor Pool Other Unassigned Fund Balance*: $ Available Unrestricted Cash Balance*: $ ✓ Yes Attorney Signature: Not applicable Comments: Electric Wastewater Water F1 Healthcare *unaudited numbers Finance Signature: Review Administration Recommendation e✓ Adopt Ordinance Other: 132 Sponsored by: Bower Introduction: August 22, 2022 Public Hearing: September 12, 2022 Enactment: September 12, 2022 CITY OF SEWARD, ALASKA ORDINANCE 2022-013 An Ordinance of the Seward City Council, Amending Seward City Code Chapter 5.15 Investment and Collateralization of Public Funds WHEREAS, administration desires to amend Chapter 5.15 to update to current processes and appropriate terminology as part of a comprehensive review of the Seward City Code. NOW, THEREFORE, THE CITY OF SEWARD ORDAINS that: Section 1. Seward City Code Chapter 5.15 is hereby amended to read as follows (new language is in bolded italics and underlined and deleted language is stricken): Chapter 5.15 Investment and Collateralization of Public Funds 5.15.010— Purpose. This chapter is intended to govern the investment and collateralization of funds under the control of the city of Seward. This chapter shall not apply to any funds controlled by a separate trust indenture. 5.15.015— Definitions. For the purposes of this chapter, unless the context otherwise requires, the terms listed below shall be defined as follows: Authorized investment. Means an investment as defined in section 5.15.020 of this code. Bank. Means a state or federally chartered commercial or mutual bank, savings and loan association or credit union located in the United States and having insurance of accounts through the appropriate federal insuring agency of the United States. Certificate of deposit. Means a non-negotiable certificate of deposit or other depository agreement issued, or to be issued, to the city by a bank. city. Means the City of Seward, Alaska. Rated bank. Means: 1. A bank, all of whose debt issues are rated at least "A" or its equivalent by a nationally recognized rating service; 2. A bank whose letters of credit secure third -party debt issues rated at least "A" or its equivalent by a nationally recognized rating service; or 3. A bank which is a subsidiary of a one -bank holding company, all of whose commercial paper has the highest rating given by a nationally recognized rating service, or whose debt issues are rated at least "A" or its equivalent by a nationally recognized service. 5.15.016 Authorization. 133 CITY OF SEWARD, ALASKA ORDINANCE 2022-013 A. The city manazer is authorized to work with the finance director to open and/or close bank accounts with approval of the city council. B. The city manazer is authorized to work with the finance director to make investments on behalf of the city, following the guidelines outlined in this chapter. 5.15.020— Authorized investments. In order to provide maximum security for the investment of public funds and to provide the greatest interest revenue consistent with safety, only the following investments of the city's funds will be authorized: A. (4) Obligations of, or obligations insured or guaranteed by, the United States or an agency or instrumentality of the United States; B. (24 Commercial paper maturing within nine months issued by corporations or businesses and having the highest rating of a nationally recognized rating service; C. (-3) Banker's acceptances accepted by a rated bank and eligible for rediscount with, or purchase by, federal reserve system banks; D. (4) Negotiable certificates of deposit issued by rated banks; E. (45) Certificates of deposit in a bank, provided that, if at any time the city shall have on deposit in any one bank an amount in excess of the limits of federal insurance, including all principal and accrued interest, then stieh the amounts which exceed the limits of federal insurance shall be secured as provided in section 5.15.025 of this Code; F. (6) Repurchase agreements with: L (-a) The city's bank of account and which are entered into in conjunction with the city's zero -balance ("sweep") demand deposit account and secured by obligations insured or guaranteed by the United States or agencies or instrumentalities of the United States; or 2. (b) Rated banks or primary dealers in government securities and secured by obligations insured or guaranteed by the United States, or agencies or instrumentalities of the United States, with the collateralization to be assigned as provided in section 5.15.025 of this Code; G. (}Federally insured deposits in banks or deposits collateralized by eligible collateral as described in section 5.15.025. H. (4) Investments through the Alaska Municipal League Investment Pool, Inc., an investment pool and nonprofit corporation established under AS 37.23. 5.15.025— Collateral required to secure tifieates of deposits. A. (e) Eligible collateral. of depesi-t-,-Deoosits in excess of insurance of accounts through the appropriate federal insuring agency of the United States, must be secured by collateral valued as set forth in this chapter and conforming to the other requirements of this section. 1. The following collateral will be accepted and valued at current market value, determined by the bank (subject to audit by the city). Pledged collateral shall be reevaluated at least monthly at the then -current market value, based on the closing bid price as quoted by the Wall Street Journal or a market -maker in the pledged security: 134 CITY OF SEWARD, ALASKA ORDINANCE 2022-013 a. Obligations of, or obligations insured or guaranteed by, the United States or an agency or instrumentality of the United States; b. General obligation bonds and notes issued and insured or guaranteed by the state of Alaska, an agency or instrumentality of the state, or other political subdivision of the state, which are rated at least "A" or its equivalent by a nationally recognized rating service; c. Revenue bonds issued by the state of Alaska, an agency or instrumentality of the state, or other political subdivision of the state, which are rated at least "A" or its equivalent by a nationally recognized rating service; d. Corporate debt securities rated at least "AA" or its equivalent by a nationally recognized rating service; e. General obligation bonds issued by states and municipalities in the United States outside of Alaska rated at least "A" or its equivalent by a nationally recognized rating service. B. (4) Ownership; encumbrance of collateral. Pledged collateral must be owned by the bank and, except for the assignment required under subsection (d) of this section, the bank must keep the pledged collateral free and clear of liens, security interests or encumbrances and will not release, assign, sell, mortgage, lease, transfer, pledge or grant a security interest in, encumber, substitute or otherwise dispose of or abandon any part or all of the pledged collateral without the written authorization of the city. C. (e) Substitution ofcollateral. 1. Notwithstanding any other provisions of this chapter, the city reserves the right to review, from time to time, any and all collateral proposed or submitted by a bank to secure eet4ifieates of deposi deposits, and if the city determines that the collateral does not meet the requirements of this chapter, or otherwise determines that the public funds are not adequately secured by the collateral, the city may demand additional collateral or substitution of collateral. 2. Sw4 The additional collateral or substitution of collateral may be demanded if the aggregate value of the federally insured portions of certificates of deposit and the value of pledged collateral, as determined pursuant to subsection (d) of this section, falls below or is less than the total amount of principal and interest due upon maturity of ,.effiF;ea+es ^F deposit deposits held by a bank. 3. In the event any other property pledged by the bank no longer is eligible as collateral to secure eet4ifieates of deposit deposits, the bank shall, within three business days, notify the city, in writing, of s the decline in value and/or loss of acceptable credit rating and shall pledge either additional or substitute collateral meeting the requirements of this chapter. D. (4) Security agreement; tri party agreement. 1. A bank isstting eei4i Bates of de holdinz deposits shall enter into a security agreement with the city for all property pledged as collateral and which shall assign to the city the bank's interests in the property. The security agreement shall identify all property pledged to the city and shall set out the authority of the city to demand a substitution of collateral and to exercise assignment or other rights under subsection F. of this section. The security 135 CITY OF SEWARD, ALASKA ORDINANCE 2022-013 agreement shall be at the expense of the bank ' holding the deposits. 2. Collateral pledged by a bank shall be kept in escrow accounts with another bank ("escrow bank") acceptable to the city pursuant to an agreement between the bank, the escrow bank and the city. gtteh The agreement shall give the city control over pledged collateral submissions to, and withdrawals from, the escrow account. The receipt of the collateral by the escrow bank shall be further evidenced by telephonic assurance, provided to the city within twenty-four hours of receipt of collateral, and a depository receipt received by the city within a reasonable time following award of the bid or notification or demand for substitute collateral. The escrow agreement and arrangements and maintenance thereof shall be at the expense of the bank holding the deposit E. (e) Reports; access to records. 1. A bank bidding on certificates of deposit, or having outstanding certificates of deposit, shall, within 45 days of the end of each fiscal quarter, provide the city Pepe€ access to its balance sheet prepared in accordance with generally accepted accounting principles consistently applied; or, if a bank does not prepare its reports in accordance with generally accepted accounting principles, the reports prepared in accordance with state or federal regulatory requirements shall be pr-ei,ided available to the city. 2. On or before the tenth day of each month, a bank which has outstanding certificates of deposit shall deliver to the city's finance director a list, prepared as of the last day of the previous month and certified by an officer of the bank, setting forth the principal amount and then -current market value of all pledged collateral. 3. The city shall, to the extent not expressly prohibited by law, at all times during normal business hours have free access to, the right of inspection of, and the right to make extracts from, any records of the bank relating to part or all of the collateral, and the bank will deliver to the city the originals or true copies of sttc4 the papers and instruments relating to any or all of the collateral as the city may request. 4. Upon request, a bank bidding on certificates of deposit, or which has outstanding certificates of deposit, shall provide the city with reports of examinations by state or federal regulatory agencies and reports by the bank's independent auditors. F. (€) Noncompliance. 1. In the event a bank defaults in the payment of principal or interest due upon maturity of a certificate of deposit, or otherwise fails to comply with the provisions of this chapter, including the security and escrow agreements provided for in subsection (d) of this section, the city may: a. Call all or a portion of the certificates of deposit issued by the bank; b. Sell, exchange, transfer or otherwise dispose of the pledged collateral to recover the principal and interest due upon maturity of the certificate of deposit and all costs incurred by the city as a result of sueh the sale, exchange, transfer or disposal; c. Take other action available under the security and escrow agreements provided for in subsection (d) of this section; or 136 CITY OF SEWARD, ALASKA ORDINANCE 2022-013 d. Take other action available to it at law or equity. 2. To the extent not prohibited by law, the bank shall hold the city harmless from any forfeiture or loss of interest or other penalty or cost, including attorney fees, imposed upon or incurred by the city by reason of its early withdrawal of any or all certificates of deposit issued by the bank. 5.15.030. - Certificates of deposit restrictions. After reviewing a bank's financial position and determining that sth the a limit is necessary to assure the safety of city funds, the city may limit the total amount of principal and interest due upon maturity of all certificates of deposit issued by that bank. • Milo • 137 CITY OF SEWARD, ALASKA ORDINANCE 2022-013 Section 2. This ordinance shall take effect ten (10) days following its enactment. ENACTED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, the 12th day of September, 2022. AYES: NOES: ABSENT: ABSTAIN: ATTEST: Brenda J. Ballou, MMC City Clerk (City Seal) THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 138 Resolution 2022-095 Documents: • Agenda Statement • Resolution 2022-095 • Attachments: o Lease Agreement 139 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Norm Regis, Harbormaster Agenda Item: Resolution 2022-095: Authorizing the City Manager to Enter into a Lease Extension Amendment with Kenai Fjords Tours to Extend the Lease Term by Five Years Background and justification: In 2017, Kenai Fjords Tours (KFT) utilized one of the two lease extension stated in their lease 97- 102 2.4 Options to extend was passed by City Council in Resolution 2017-014. Kenai Fjords Tours requested to utilize the one remaining 5-year lease extension as stated in Lease 97-102, 2.4 Options to Extend. If approved, Kenai Fjords Tours in 2027 will need to renegotiate a new lease prior to the current lease expiring. Kenai Fjords Tours have met all the requirements below to extend this lease. ARTICLE 2.4 Options to Extend LESSEE shall have the right to extend the term of this LEASE for one additional five (5) year period, provided that: a) LESSEE exercises its option to extend at least one hundred and eighty (180) days prior to the expiration of the then current lease term; b) LESSEE is not in default under any term or provision of this LEASE; and c) LESSEE shall exercise its options to extend by sending written notice in accordance with the provisions of Article 37 of this LEASE; and d) The City Council of City, at the time this option is exercised, approves the extension by resolution or ordinance. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Create a thriving port of Seward through harbor improvements, infrastructure expansion, and implementation of management plans. Strategic Plan: Attract New Industry: Develop an aggressive marketing campaign which highlights the diverse resources, and quality of life that make Seward a great place to live and establish a business or industry. Other: 140 Certification of Funds Total amount of funds listed in this legislation: This legislation (✓): X Creates revenue in the amount of: Creates expenditure in amount of: Creates a savings in the amount of: Has no fiscal impact Funds are (✓): Budgeted Line item(s): x Not budgeted Not applicable $ 7132.28 (50% to harbor, 50% to general fund) Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): x General SMIC x Boat Harbor Parking Motor Pool Other Unassigned Fund Balance*: Available Unrestricted Cash Balance* ✓ Yes Not applicable Electric Wastewater Water F1 Healthcare $ 5,873,423.06 *unaudited numbers $ 1,370,972.86 Atto Attorney Signature: Comments: Finance Signature: Review Assume option was exercised on or before March 28, 2022. Administration Recommendation e✓ Adopt Resolution Other: 141 Sponsored by: Bower Public Hearing: September 12, 2022 CITY OF SEWARD, ALASKA RESOLUTION 2022-095 A Resolution Of The City Council Of The City Of Seward, Alaska, Authorizing the City Manager to Enter into a Lease Extension Amendment with Kenai Fjords Tours to Extend the Lease Term by Five Years WHEREAS, the City is owner of real property described as Lot 5, Block 6, Seward Small Boat Harbor Subdivision, City of Seward, Alaska and recorded as Plat No. 2000-19 in the Seward Recording District, Third Judicial District, State of Alaska; and WHEREAS, this parcel was leased to Kenai Fjords Tours in 1997 for a term of twenty years; and WHEREAS, in 2017 Kenai Fjords Tours utilized one (1) of two (2) five-year extensions stated in their Lease 97-102 2.4 options to extend, approved by council in Resolution 2017-014; and WHEREAS, Kenai Fjords Tours would like to utilize their one remaining five (5) year lease extension detailed in lease 97-102, 2.4 Options to extend; and WHEREAS, Kenai Fjords Tours have met all the requirements to extend this lease; and WHEREAS, the request is consistent with the City's Comprehensive Plan and the Strategic Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The Seward City Council hereby determines that the essential terms and conditions of the proposed lease extension amendment with Kenai Fjords Tours for the real property described as Lot 5, Block 6, Seward Small Boat Harbor Subdivision, City of Seward, Alaska and recorded as Plat No. 2000-19 in the Seward Recording District, Third Judicial District, State of Alaska, are in the public's interest. Section 2. The City Manager is authorized to execute the lease extension amendment with Kenai Fjords Tours in substantially the form as presented at this meeting. Section 3. This resolution shall take effect thirty (30) days from the date of approval. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 12th day of September, 2022. 142 LEASE EXTENSION (RE-97-102) THE CITY OF SEWARD, ALASKA, a home rule municipal corporation, organized and existing under the laws of the State of Alaska, hereinafter referred to as "CITY," whose address is PO Box 167, Seward, Alaska 99664 and Kenai Fjords Tours/Alaska Heritage Tours, hereinafter referred to as the "LESSEE", hereby agree that the lease agreement 97-102 for Lot 5, Block 6, Seward Small Boat Harbor Subdivision, City of Seward, Third Judicial District, Seward Recording District, State of Alaska is hereby amended as follows: ARTICLE 2.1 Lease term The term of this lease shall be extended in accordance with Resolution No. 2022- for five (5) years and shall terminate on September 23, 2027. ARTICLE 2.4 Options to Extend There are no options to extend remaining, a new lease will need to be negotiated and approved by the then Seward City Council. ARTICLE 3 RENTAL RATE 3.1 The Annual Rental Rate on the effective date of this amendment through June 30, 2023 is $7132.28 and shall be adjusted on July 1, 2023. 3.8 Interim Rental Adjustments. For each year in the period between each Rental Adjustment Date, excepting the Rental Adjustment Dates, the annual rental payment shall be increased beginning July 1, 2017 and on July 1 of every year thereafter (each on "Interim Rental Adjustment Date") in an amount that reflects the increase, if any, in the cost of living for the previous year as stated in the Consumer Price Index, All Urban Consumers, Anchorage, Alaska Area, All Items 1967=100 ("CPI"), as published by the United States Department of Labor, Bureau of Labor Statistics for the most recent period published immediately prior to the Interim Rental Adjustment Date. In no event shall the rent be less than the previous year. If the CPI is revised or ceases to be published, the CITY shall instead use such revised or other index as most nearly approximates the CPI for the relevant period, and make whatever adjustment in its application as may be necessary, in the CITY's sole discretion, to accomplished as nearly the same result as if the CPI had not been revised or ceased to be published. All other terms of ARTICLE 3 remain unchanged. Page 1 of 3 143 LESSOR: CITY OF SEWARD Janette Bower, City Manager Date: ATTEST: Brenda Ballou, City Clerk (City Seal) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) LESSEE: KENAI FJORDS TOURS Fentphdo Salvador, Manager Date: Avg 'Zoz2 THIS IS TO CERTIFY that on this day of 1 2022, before me, the undersigned, a Notary Public in and for the State of Alaska, personally appeared Janette Bower, known to me and to me known to be the City Manager for the City of Seward, Alaska, and authorized to execute documents on its behalf, and is the individual named in and who executed the foregoing document on behalf of the City of Seward for the uses and purposes therein set forth. WITNESS my hand and notarial seal the day and year first hereinabove written. NOTARY PUBLIC IN AND FOR ALASKA My Commission Expires: Page 2 of 3 144 STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) THIS IS TO CERTIFY that on this {1 Inday of 4 , 2022, before me, the undersigned, a Notary Public in and for the State o Alaska, personally appeared Fernando Salvador, known to me and to me known to be the Manager for KENAI FJORDS TOURS and authorized to execute documents on its behalf, and is the individual named in and who executed the foregoing document on behalf of the corporation for the uses and purposes therein set forth. WITNESS my hand and notarial seal the day and year first hereinabove written. oiwt;'My OFF1ClAL SEAL.Natasja WilliamsOTARY PUBLIC IN A AL NOTARY PUBUC -STATE OFALASKA Commisslon Expires March 16, 2Q My Commission Expires: Z6 / Z- 6 Page 3 of 3 145 LEASE AGREEMENT between CITY OF SEWARD, ALASKA and KENAI FJORDS TOURS, a division of ALASKA HERITAGE TOURS, INC. Effective Date: September 24, 1997 146 TABLE OF CONTENTS TICLE 1 — LEASED LAND ........................................ 1 1.1 Description of Leased Land .................................. 1 1.2 Covenant of Quiet Enjoyment; Warranty of Title .................... 1 1.3 Survey of Leased Land ...................................... 2 1.4 Property Accepted "As is °................................... 2 1.5 Development of Leased Land ... . ............................. 2 1.6 Permits................................................3 1.7 Platting................................................3 TICLE 2 — LEASE TERM .................................... 3 2.1 Term..................................................3 2.2 Interim Right to Possession .................................. 4 2.3 Lease Subject to Referendum ............................... . . 4 2.4 Options to Extend ......................................... 4 TICLE 3 — RENTAL RATE ........................................ 4 3.1 Initial Rental Rate ......................................... 4 3.2 Rental Adjustments ................................ . . . . .... 5 3.3 Procedure for Rental Adjustment ............................... 5 3.4 Effect of Late Appraisal by CITY ........................ . . .... 6 3.5 Appraisal by LESSEE .. 6 3.6 Effective Date of Adjusted Rental Rate ........................... 6 3.7 Late Payment Charge ...................................... 7 TICLE 4 — USE OF LEASED LAND ................................. 7 4.1 Use of Leased Land ........................................ 7 4.2 Obligations of LESSEE ..................................... 7 4.3 No Preferential Rights to Use Public Facilities ..................... 7 4.4 Adequacy of Public Facilities ................................. 7 4.5 Tariffs and Other Service Fees ................................ 7 4.6 Time for Payment of Utilities and Taxes ......................... 8 4.7 Other Uses .............................................. 8 4.8 Use of Public Docks and Port Facilities ......................... 8 TICLE 5 — UTILITIES AND RIGHTS OF ACCESS ...................... 8 5.1 Utilities................................................8 5.2 Third -Party Improvements ............................. I . I .. 19 5.3 Easements..............................................9 SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page i 147 TICLE 6 — CONSTRUCTION BY LESSEE ........................... 10 6.1 Improvements on Leased Land ............................... 10 6.2 City Review of Construction ................................. 11 CLE 7 — RETURN OF LEASED LANDJSITE CONDITIONS ............ 11 7.1 Return of Leased Land in Original Condition ..................... 11 7.2 Return of Leased Land in Different Condition ..................... 11 TICLE 8 — FORCE MAJEURE.................................... 12 TICLE 9 — CITY ACTS OF DEFAULT .............................. 12 TICLE 10 — REMEDIES FOR CITY'S ACTS OF DEFAULT .............. 12 TICLE 11 — LESSEE'S ACTS OF DEFAULT .......................... 13 TICLE 12 — REMEDIES FOR DEFAULT BY LESSEE .................. 14 CLE 13 — TITLE TO IMPROVEMENTS INSTALLED BY LESSEE ....... 16 13.1 Real Property Improvements ................................. 16 13.2 Personal Property ........................................ 16 TICLE 14 — SUBLEASE OR ASSIGNMENT .......................... 16 14.1 Assignment of Lease or Subleasing ............................ 16 14.2 Sublease Consent ........................................ 17 14.3 Assignment of Lease for Security .............................. 17 14.4 Assignment to Affiliate ..................................... 18 CLE 15 — LESSEE'S DUTY TO DEFENDIINDEMNIFY ................ 18 16 — CITY'S DUTY TO DEFEND/INDEMNIFY .................. 18 TICLE 17 — INSURANCE ........................................ 18 17.1 Minimum Insurance Requirements ............................. 18 17.2 Subrogation Rights Waived .................................. 19 TICLE 18 — CONDEMNATION .................................... 19 TICLE 19 — ARBITRATION ...................................... 20 19.1 Consent Panel ........................................... 20 19.2 Formal Arbitration ....................................... 20 19.3 Arbitration Awards ....................................... 20 SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page ii 148 :LE 20 — MAINTENANCE AND REPAIRS ......................... 20 20.1 Normal Maintenance ...................................... 20 20.2 Safety Issues ............................................ 21 20.3 Cost of Repairs .......................................... 21 TICLE 21 — ENVIRONMENTAL CONCERNS ......................... 22 21.1 Hazardous Materials ...................................... 22 21.2 Permits and Reporting ..................................... 24 TICLE 22 — ESTOPPEL CERTIFICATES ............................ 25 TICLE 23 — CONDITIONS AND COVENANTS ........................ 25 TICLE 24 — NO WAIVER OF BREACH ............................. 25 TICLE 25 — TIME OF THE ESSENCE .............................. 25 LE 26 — COMPUTATION OF TIME ............................. 25 TICLE 27 — SUCCESSORS IN INTEREST ............................ 25 TICLE 28 — ENTIRE AGREEMENT .............................. . . 26 TICLE 29 — GOVERNING LAW ................................... 26 TICLE 30 — PARTIAL INVALIDITY ................................ 26 31 — RELATIONSHIP OF PARTIES .......................... 26 TICLE 32 -- INTERPRETATION ............................... . ... 26 TICLE 33 — NUMBER AND GENDER ............................... 26 CLE 34 — MANDATORY AND PERMISSIVE ....................... 26 TICLE 35 — CAPTIONS .......................................... 27 TICLE 36 — AMENDMENT ....................................... 27 TICLE 37 — NOTICES ........................................... 27 TICLE 38 — FIRE PROTECTION .................................. 27 SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page iii 149 1. LEASE AGREEMENT THIS LEASE AGREEMENT (the "LEASE") is made by and between the CITY OF ARD (the "CITY"), a municipal corporation located in the Kenai Peninsula Borough, of Alaska and whose mailing address is PO Box 167, Seward, Alaska 99664, and Al FJORDS TOURS, a division of ALASKA HERITAGE TOURS, INC. (the :SEE"), whose mailing address is PO Box 1889, Seward, Alaska 99664. WHEREAS, LESSEE has indicated its desire to lease a parcel of land located along boardwalk in the Small Boat Harbor, an area of approximately 1,360± square feet in size "Leased Land"); and WHEREAS, the City Council of CITY has determined that a lease of the Leased to LESSEE for the purposes described herein would be in the public interest; and WHEREAS, it is the intent of this LEASE to transfer from CITY to LESSEE the burden of compliance with present or future environmental regulations or controls with t to LESSEE's operations on the Leased Land during the lease term. NOW THEREFORE, for and in consideration of the mutual promises and covenants fter contained, the parties hereto agree as follows: ARTICLE 1 — LEASED LAND Description of Leased Land. The Leased Land is located in the City of Seward, Alaska. The Leased Land is described as follows: A portion of Block 6, Oceanview Subdivision, Seward Recording District, Third Judicial District, State of Alaska, and more particularly described as Seward Small Boat Harbor Boardwalk Lease Site No. 1, containing 1,360 square feet, more or less. The Leased Land is depicted on the attached Exhibit A, which is incorporated herein by reference. The parties intend that Exhibit A serve as an description of the Leased Land to identify the Leased Land sufficiently for purposes of public hearing and approval of this LEASE by the City Council of CITY, and for purposes of the revocable license granted to LESSEE in Section 2.2. Covenant of Quiet Enjoyment, Warranty of Title. Subject to the encumbrances of record as of the date hereof, any reasonable restrictions imposed on the Leased Land as part of recording of a plat by the CITY, and the provisions of this LEASE, CITY hereby covenants and warrants that: SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 1 150 a) LESSEE shall have the quiet enjoyment and possession of the Leased Land for the full term of this LEASE; b) CITY owns the Leased Land in fee, and, subject to the conditions described in Section 2.2, is fully empowered to enter into this Lease. c) CITY is unaware of any prior conflicting use of the property that would adversely affect LESSEE's intended use of the subject parcel. 3 Survey of Leased Land. Within ninety (90) days from the date of this LEASE, LESSEE, at its sole cost, will cause the Leased Land to be surveyed and platted by a land surveyor registered in the State of Alaska. A copy of the drawing and description of the Leased Land based upon this survey shall be attached to this LEASE as Exhibit B and shall be incorporated herein by reference. The description of the Leased Land in Exhibit B shall supersede the description in Exhibit A, and shall be considered the correct description of the Leased Land for all purposes under this LEASE. LESSEE shall provide CITY a copy of any and all surveys within ten (10) days of LESSEE's receipt of any and all surveys. CITY shall have the right to comment upon any and all surveys, but the exercise of this right shall not imply any obligation to do so or any obligation to do so in any particular way. If CITY objects to the surveyor's conclusions in the survey, CITY may give written notice to LESSEE of CITY's objection within thirty (30) days of receipt of the survey. CITY shall then engage a second land surveyor registered in the State of Alaska at CITY's expense to make a second survey of the Leased Land. CITY shall provide LESSEE a copy of the second survey within ten (10) days of CITY's receipt of the second survey. Unless CITY and LESSEE agree which survey is acceptable, the acceptable survey shall be determined in accordance with the arbitration provisions contained in Article 19 of this LEASE. 14 Property Accepted "As -is". LESSEE acknowledges that it has inspected the Leased Land and accepts the same "as -is" and without reliance on any expressed or implied representations or warranties of CITY, or agents of CITY, as to the actual physical condition or characteristics thereof, including but not limited to the description of the Leased Land found in Section 1.1 and Exhibit A. 15 Development of Leased Lund. LESSEE shall construct a building on the Leased Land, subject to the terms and conditions described in Article 6, for the operation of LESSEE's marine tour/retail business. LESSEE understands that construction and operation of its marine -related business is a major consideration for CITY's agreement to lease the Leased Land to LESSEE, and LESSEE agrees to commence the construction of said building by no later than September 30, 1997. LESSEE shall not operate any other business on the Leased Land without the consent of the CITY. 5E AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 2 151 a) CITY may withhold its consent as to any proposed business or activity which, in CITY's sole discretion, is not desirable or compatible with the CITY's operation of the Small Boat Harbor. b) In accordance with the provisions of Article 14, no assignment or sublease shall be permitted, unless approved in writing by CITY. Any sublease shall be expressly subject and subordinate to this Lease and the rights of the CITY hereunder. The CITY may elect to not approve any proposed assignment or sublease that might result in a business or activity that, in the CITY's sole discretion, is undesirable and/or incompatible with the CITY's Small Boat Harbor. .6 Permits. LESSEE, at its sole cost, shall obtain all permits necessary to the construction and operation of its facilities on the Leased Land. CITY agrees from time to time, upon request of LESSEE, to execute such documents, petitions, applications and authorizations as may be necessary to obtain from the agency or public body responsible therefor any conditional use permits, zoning and re -zoning, tentative and final tract approval and precise plan approval that is required for the lawful construction and operation of the facilities of LESSEE permitted on the Leased Land by the terms of this LEASE. Nothing in this Section imposes any duty or responsibility on CITY to assist LESSEE in obtaining any other permits or approvals, including without limitation those required by the U.S. Army Corps of Engineers (e.g., wetland fill permits) or the Environmental Protection Agency (e.g., Clean Air Act permits). 7 Platting. CITY intends to re -plat all the public property on a periodic basis in order to ensure the orderly development of the property and as leases are entered into with various tenants. CITY agrees to include the Leased Land in the next re -plat in accordance with the description prepared by LESSEE under Section 1.3 herein. If LESSEE requests a re -plat of the Leased Land prior to that time, CITY shall assist LESSEE in the preparation and filing of the re -plat, and LESSEE shall reimburse CITY for the CITY's direct costs in assisting in the preparation and filing of the re - plat. LESSEE agrees to sign the plat and any other documents necessary to complete the platting or re -platting of any area including all or a portion of the Leased Land. LESSEE shall accept reasonable restrictions, easements, or plat notes as may be required by the CITY or other governmental authorities as a condition to record the plat of the Leased Land or the plat of CITY -owned real property adjacent to the Leased Land. ARTICLE 2 — LEASE TERM 2�1 Term. The term of this LEASE (the "Lease Term") shall be in accordance with CITY's authorization Resolution No. 97- (the "Resolution"). The Lease Term SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 3 152 shall commence with the effective date of the Resolution, and shall run for twenty (20) years, ending September 23, 2017. .2 Interim Right to Possession. LESSEE is hereby granted a revocable license to enter upon the Leased Land prior to the expiration of 30 days from the date of passage and posting of the Resolution, subject to the terms of this Section. The granting of a revocable license to LESSEE under this Section is for the convenience of LESSEE only and does not grant any interest in the Leased Land. During the term of this revocable license, LESSEE shall not engage in any storage of materials, clearing, grading, excavation or construction of improvements on the Leased Land. CITY may revoke the license granted by this Section at any time, including without limitation upon the filing with the Clerk of CITY a petition for referendum on the Resolution. Lease Subject to Referendum. LESSEE understands and assumes the risk that under the Charter and Code of CITY this LEASE may be voided by referendum. The revocable license granted in Section 2.2 shall not affect or reduce the right of the voters of the City of Seward to reject this LEASE by referendum. LESSEE agrees that if the Resolution is the subject of a referendum petition filed with the Clerk of CITY during the term of the revocable license granted by Section 2.2, LESSEE shall have no rights under this LEASE unless and until the Resolution is approved by the voters of the City of Seward, and LESSEE shall not be entitled to any damages or any other relief against CITY in the event the Resolution is not so approved. 4 Options to Extend. LESSEE shall have the right to extend the initial term of this LEASE for two (2) additional five- (5) year periods (cumulative extensions not to exceed ten (10) years), provided that: a) LESSEE exercises any applicable option to extend at least one hundred eighty (180) days prior to the expiration of the then current lease term; b) LESSEE is not in default under any term or provision of this LEASE; e) LESSEE shall exercise its options to renew by sending written notice thereof in accordance with the provisions of Article 37 of this LEASE; and d) The City Council of CITY, at the time each option is exercised, approves the extension by resolution or ordinance. ARTICLE 3 — RENTAL RATE 3 1 Initial Rental Rate. Commencing on the effective date of this LEASE through December 31, 1997, the annual rental rate for the Leased Land shall be THREE THOUSAND TWO HUNDRED SEVENTY-EIGHT DOLLARS ($3,278). 5E AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 4 153 Commencing January 1, 1998 through June 30, 2000, an adjusted rental rate will be calculated at a rate of TWO DOLLARS AND FORTY-ONE CENTS ($2.41) per square foot of the Leased Land, as determined by the survey/plot plan performed on the Leased Land in accordance to Section 1.3. Rent shall be payable quarterly in advance on or before the 20th day of the month following the beginning of each calendar quarter. January 20, April 20, July 20 and October 20. .2 Rental Adjustments. As soon as is practical after execution of this LEASE and before June 30, 2000, CITY shall, at its own expense, retain an independent MAI certified appraiser who shall determine the "Fair Market Rental Value" of the Leased Land. On July 1, 2000, and the date every five years thereafter (each a "Rental Adjustment Date"), the total annual rental to be paid under the terms of this LEASE shall be adjusted to the Fair Market Rental Value at the highest and best use of the Leased Land, exclusive of improvements placed thereon by LESSEE but inclusive of all improvements made by CITY (including those made before or subsequent to this LEASE). The highest and best use of the Leased Land shall be determined without regard to LESSEE's intended or actual use of the Leased Land unless that use is coincidentally the highest and best use of the Leased Land. Procedure for Rental Adjustment. To adjust the rent as of any successive Rental Adjustment Date, CITY may at its own expense, retain an independent MAI-certified appraiser who shall determine the adjusted annual rental rate at the Fair Market Rental Value of the Leased Land in accordance with Section 3.2 The appraiser's report shall be delivered to LESSEE not less than ninety (90) days before the Rental Adjustment Date. The appraiser's determination of Fair Market Rental Value of the Leased Land shall constitute a final binding determination of the Fair Market Rental Value and the adjusted annual rental rate until the next Rental Adjustment Date, unless LESSEE gives notice of objection. If LESSEE objects to the appraiser's determination of the Fair Market Rental Value, LESSEE shall give written notice to CITY of its objection within thirty (30) days of receipt of the appraiser's report, and LESSEE shall then engage a second independent MAI-certified appraiser at LESSEE's expense to make a second appraisal of the Fair Market Rental Value in accordance with Section 3.2. If the second appraisal determines a Fair Market Rental Value that varies from that determined by the first appraisal by no more than twenty percent (20%), then the adjusted rental rate shall be the average of the rental rates determined by the appraisals. If the second appraisal determines a Fair Market Rental Value that varies from the first appraisal by more than twenty percent (20 %), then, unless CITY and LESSEE agree on a rate themselves, the Fair Market Rental Value and the adjusted annual rental rate of the Leased Land shall be determined in accordance with the arbitration provisions contained in Article 19 of this Lease. SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 5 154 .4 Effect of Late Appraisal by CITY. If, for any reason, CITY does not complete the appraisal or deliver a copy of the appraisal report to the LESSEE ninety (90) days before the Rental Adjustment Date, CITY may proceed to complete the appraisal or deliver a copy of the appraisal report to LESSEE at any time thereafter. However, any such adjusted annual rental rate shall not be effective until the quarterly payment due date immediately following the date CITY delivers the appraisal report to LESSEE. 5 Appraisal by LESSEE. If for any particular Rental Adjustment Date, CITY fails to obtain an appraisal of the Fair Market Rental Value or fails to deliver the appraisal report to the LESSEE by the Rental Adjustment Date, LESSEE may engage an independent MAI-certified appraiser at LESSEE's expense to make an appraisal under the terms of Sections 3.2 and 3.3 and submit a copy to CITY before the next quarterly rental payment due date. However, LESSEE must notify CITY in writing within thirty (30) days following the Rental Adjustment Date of LESSEE's election to obtain an appraisal. If CITY objects to the appraiser's determination of the Fair Market Rental Value, CITY shall give written notice to LESSEE of its objection within thirty (30) days of receipt of the appraiser's report, and CITY shall then engage a second independent MAI-certified appraiser at CITY's expense to make a second appraisal of the Fair Market Rental Value as of the Rental Adjustment Date and in accordance with Section 3.2. If the second appraisal determines a Fair Market Rental Value that varies from that determined by the first appraisal by no more than twenty percent (20%), then the adjusted rental rate shall be the average of the rental rates determined by the two appraisals. If the second appraisal determines a fair market Rental Value that varies from the first appraisal by more than twenty percent (20%), then, unless CITY and LESSEE agree on a rate themselves, the Fair Market Rental Value and the adjusted annual rental rate of the Leased Land shall be determined in accordance with the arbitration provisions contained in Article 19 of this Lease. b Effective Date of Adjusted Rental Rate. The adjusted annual rental rate established by this Article 3 shall apply as of the Rental Adjustment Date if the CITY provided a copy of the appraisal report to LESSEE ninety (90) days before the Rental Adjustment Date. The adjusted annual rental rate is based on CITY's late appraisal or late delivery of the appraisal report to LESSEE, the adjusted rental rate shall be effective beginning with the quarterly rental paymem due date immediately following the date the CITY delivers the appraisal report to CITY. Notwithstanding the above, the exercise by either CITY or LESSEE of the objection procedure relating to rental adjustment described in Article 3 shall not postpone LESSEE's obligation to pay rent at the rate established by CITY. LESSEE shall pay the amount of rent as established or adjusted by CITY until the question of objection to the rental rate is finally resolved. At such time the objection to the rental rate is resolved, an appropriate credit or adjustment shall be made retroactive to the date the new rental rate was SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page b 155 established by CITY or in cases where CITY failed to obtain an appraisal or deliver the appraisal report to the LESSEE, to the Rental Adjustment Date. 7 Late Payment Charge. Rental payments not received by the due date shall bear interest until paid at a rate of 10.5 % per annum, or the maximum rate permitted under Alaska law, whichever is less, plus a flat monthly late fee of $2.50. ARTICLE 4 — USE OF LEASED LAND Use of Leased Land. CITY has limited land available for lease. Use of the Leased Land by LESSEE has been determined by the City Council of CITY to be in the public interest. Obligations of LESSEE. LESSEE may use the Leased Land only in accordance with applicable city zoning code provisions and provided the following conditions are met: a) Site is to be completely cleaned and restored to its present condition or better upon termination of this LEASE. b) LESSEE agrees to prohibit the use, keeping, storage, or disposal of hazardous materials on the Leased Land. c) LESSEE shall not use the Leased Land in any manner or construct any facilities thereon which would inhibit the use of adjacent or other lands. 43 No Preferential Rights to Use Public Facilities. This LEASE does not grant to LESSEE any exclusive rights to use any public port public facilities constructed or operated by CITY. LESSEE will be subject to any tariffs, procedures, rules and regulations of CITY concerning the use of such facilities as they may now exist or from time to time be amended, and LESSEE shall not be entitled to any exclusive use. 4 Adequacy of Public Facilities. CITY makes no representations or warranties as to the fitness of any particular part or the whole of CITY's public facilities for the uses intended by LESSEE, and LESSEE has inspected those facilities and has satisfied itself that the facilities are sufficient for the intended uses by LESSEE. CITY makes no representations or warranties of any nature with respect to the commercial practicability or accuracy of any information provided by CITY. Tariffs and Other Service Fees. CITY shall have the right to make amendments to its tariffs, regulations and scheduled fees from time to time even if those adjustments shall cost LESSEE more for its operations or use of public facilities, and CITY is free to do so provided only that it does not impose any greater burden or higher rate upon LESSEE than upon any other similar user of the public facilities. SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 7 156 6 Time for Payment of Utilities and Taxes. LESSEE will pay for utilities and taxes related to operations on the Leased Land and LESSEE's interest in this LEASE, if any, before such obligations become delinquent; provided, that LESSEE may, in good faith and before such delinquency, contest any such charge or assessment. 7 Other Uses. This LEASE shall not preclude the CITY from actively seeking other and additional tenants for space including those who would be in competition with LESSEE or who might be interested in leasing the Leased Land to LESSEE should this LEASE be terminated for any reason. S Use of Public Docks and Port Facilities. Public docks are subject to port and harbor rules and regulations as adopted by City Council. ARTICLE 5 — UTILITIES AND RIGHTS OF ACCESS I Utilities. LESSEE, at LESSEE's sole cost and expense, shall provide for the extension of public utilities to the Leased Land sufficient for LESSEE's intended operations. In so doing, LESSEE shall comply with all city regulations and requirements, and the tariffs of the affected utilities, with respect to the construction of those utilities. CITY agrees to cooperate and assist the LESSEE in LESSEE's planning and engineering of those improvements. All utilities will be located and sized in accordance to CITY's Master Plan for the area leased. CITY adopted the Uniform Building Code, 1991 edition, and all construction will be in compliance thereto. Utilities constructed by the LESSEE within the public right-of-ways or within public utility easements will normally be accepted and maintained by CITY or utility companies may be used to serve other customers of LESSEE's without payment of fees or reimbursement of construction cost to the LESSEE. However, this does not preclude several lessees from agreeing to share the cost of constructing a utility to serve their facilities. CITY or other utility company may determine that it would be to their benefit to oversize the utility or install special fittings or equipment in order to serve other existing or future users. The additional direct costs of oversizing shall be borne by CITY or other utility company. Such costs shall be limited to the supplier's cost of the additional fittings, equipment, direct labor, and equipment costs to complete the installation. The costs of oversizing pipe or electrical conduit shall be limited to the difference between the supplier's price to provide the size required to serve its facility and the price of the oversized material required by the CITY or utility company. LESSEE shall not be entitled to any refund, rebate, or payments from CITY for any rent, investment, or costs incurred by LESSEE with respect to any required permits for construction or operation of LESSEE's facilities on the Leased Land, it being the intent of the parties that the risk of obtaining required permits be solely a risk undertaken by LESSEE. SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 8 157 2 Third -Party Improvements. At the request of LESSEE, CITY shall, from time to time, execute and deliver, or join in execution and delivery of, such documents as are appropriate, necessary, or required to impose upon the Leased Land in accordance with the terms of this LEASE covenants, conditions and restrictions providing for the granting of uses of the Leased Land, or any part thereof, the establishment of party walls, the establishment of mutual and reciprocal parking rights or rights of ingress or egress, or other like matters (herein called "third -party improvements"), all of which are for the purpose of the orderly development of the Leased Land as a commercial unit subject, however, to the conditions that: a) All such matters shall be limited to the Lease Term and shall terminate upon termination of this LEASE for whatever reason. b) Any such matters of a permanent nature extending beyond the Lease Term shall not be granted without the prior written approval of CITY. In any of the foregoing instances referred to in this Section, CITY shall be without expense therefor, and the cost and expense thereof shall be borne solely by LESSEE. c) At the expiration of the Lease Term (including any extended period) third -party improvements on the Leased Land other than portable equipment shall become the property of CITY without the payment of any compensation to LESSEE. Easements. In order to provide for the orderly development of the Leased Land and adjacent lands, it may be necessary, desirable or required that street, railroad, water, sewer, drainage, gas, power line and other easements and dedications and similar rights be granted or dedicated over or within portions of the Leased Land. As additional consideration for this LEASE, CITY and LESSEE each shall, at the request of the other, join with each other in executing and delivering such documents from time to time and throughout the Lease Term as may be appropriate, necessary, or required by the several governmental agencies (including the City of Seward), public utilities and other users or tenants of leased land for the purpose of granting such easements and dedications; provided, however, that such easements and dedications and similar rights do not unreasonably interfere with LESSEE's efficient operations. The costs of locating or relocating any public easements or restrictions of record including any relocation of public road, railroad, utility, or other easements shall be at the sole cost and expense of the party requesting the relocation. CITY shall not refuse reasonable requests for such relocations provided those relocations do not interfere with or inhibit the overall development. Any easements or rights of access granted to LESSEE by CITY need not be exclusive to LESSEE. SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 9 158 ARTICLE 6 — CONSTRUCTION BY LESSEE 1 Irnprovements on Leased Land. LESSEE shall have the right to erect, maintain, alter, remodel, reconstruct, rebuild, build and/or replace buildings and other improvements on the Leased Land, subject to the following conditions: a) LESSEE shall cause to be constructed on the Leased Land a building for its marine tour/retail business by May 15, 1998. b) The cost of any such construction, reconstruction, demolition, or of any changes, alterations or improvements, shall be borne and paid for by LESSEE. c) The Leased Land shall at all times be kept free of mechanic's and materialmen's liens. d) LESSEE shall supply CITY with a copy of all building plans and specifications and a site plan or plans (based on a recent survey) for the Leased Land prior to commencement of construction. e) LESSEE, upon commencement of permissible building or construction activities on the Leased Land, shall continue such activities through to completion with diligence and continuity. f) On completion of the improvements, LESSEE shall provide CITY a copy of an as -built survey depicting the improvements as completed. g) Any general contractor employed by LESSEE or its sublessees shall be appropriately bonded by use of performance and labor and material payment bonds in the customary form when cost of the work is equal to or exceeds FIFTY THOUSAND DOLLARS ($50,000). Copies of all such bonds shall be furnished to CITY prior to commencement of construction. If the cost of the work is less than FIFTY THOUSAND DOLLARS ($50,000.00), LESSEE shall provide CITY, if no performance and labor and material bonds are provided by LESSEE, any necessary assurance or guarantees that the contemplated work will be performed by the general contractor or by LESSEE. In the event that LESSEE elects to construct the facility with its own personnel and equipment, or the personnel and equipment of any corporation or person that is an "affiliate" of LESSEE as such term is defined in AS 10.06.990(2)t, a performance bond shall be required when the cost of the work is equal to or exceeds FIFTY THOUSAND DOLLARS ($50,000). IAffiliate means a person that directly or indirectly through one or more intermediaries controls, or is controlled by, or �s under common control with, a corporation subject to the Alaska Corporations Code. SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page la 159 h) CITY may, as contemplated by Alaska Statutes, give notice of non - responsibility for any improvements constructed or effected by LESSEE on the Leased Land. i) LESSEE shall comply with all federal, state and local statutes and regulations with respect to such construction including any required finding by the City Council of Seward that such action is in the public interest. .2 City Review of Construction. CITY shall have the right to review initial plans, including those supplied to CITY under Section 6.1 above, and any future changes or additions to LESSEE's facilities on the Leased Land, by reviewing the design thereof prior to the commencement of construction. CITY shall have the right to comment upon that design and to require LESSEE to make reasonable changes so as to avoid interference with public operations, but the exercise of these rights shall not imply any obligation to do so nor any obligation to do so nor any obligation to do so in a particular way. LESSEE shall construct the facility in accordance with final design specifications approved by CITY. CITY's representatives may monitor the work and shall have access to the site at all reasonable times. LESSEE shall be solely responsible for completing all improvements according to LESSEE's plans and specifications and shall bear all risk, responsibility, and liability for properly surveying the Leased Land before construction and to place all improvements on the Leased Land without encroaching upon any easements, rights -of -way, or setback requirements. LESSEE shall obtain the usual and customary performance guarantees from its contractors, and CITY shall be named as an additional insured. ARTICLE 7 — RETURN OF LEASED LAND/SITE CONDITIONS 7 1 Return of Leased Land in Original Condition. Subject to the provisions of Article 13.1 herein, upon termination of this LEASE for any reason, LESSEE shall return the Leased Land to CITY in the same condition, or better, as at the commencement of this LEASE, ordinary wear and tear excepted. The Leased Land shall be free of all Hazardous Materials and contamination arising out of or resulting from LESSEE's operations. 7.2 Return of Leased Land in Different Condition. Notwithstanding the provisions of Section 7.1 above, upon termination of this LEASE for any reason LESSEE may return the Leased Land in a re -contoured or graded condition different from its original condition provided CITY has granted written approval of LESSEE's plans for development of the Leased Land contours, including its plans for material extraction and final grade. SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 11 160 ARTICLE 8 — FORCE MAJEURE In the event either LESSEE or CITY is delayed from performance of any of its tions under this LEASE, due to acts of God, acts of the enemies of the United States of ca, sabotage, war, blockade, insurrection, riot, epidemic, fire, flood, explosion, uake/tsunami, civil disturbance or war, the time period wherein such performance is to shall be extended by that amount of time necessary to compensate for the delay. ARTICLE 9 — CITY ACTS OF DEFAULT Each of the following shall be a "CITY Act of Default" under this LEASE and the ms "acts of default" and "default" shall mean, when they are used in this LEASE, any one more of the following events: Failure by CITY to fulfill, observe or perform any covenants or agreements on its part to be observed or performed under this LEASE for a period of thirty (30) days after written notice specifying such failure, requesting that it be remedied, and stating that it is a notice of default, has been given to CITY by LESSEE; provided, however, that if said default is such that it cannot be corrected within the applicable period, it shall not constitute an act of default if corrective action is instituted by CITY within the applicable period and diligently pursued until the default is corrected. Violation by CITY of any applicable laws or regulations of the United States, the State of Alaska, the Kenai Peninsula Borough, or the City of Seward or any conditions of any permits issued by agencies of the City of Seward, the Kenai Peninsula Borough, the State of Alaska or of the United States Government pursuant to the regulations of such agencies for a period of sixty (60) days after written notice specifying such violation has been given by the agency to CITY; provided, however, if such violation be such that it cannot be corrected within the applicable period, it shall not constitute an act of default if corrective action is instituted by CITY within the applicable period and diligently pursued until the violation is corrected. Furthermore, if CITY shall contest such alleged violation through appropriate judicial or administrative channels, the time period specified herein shall not commence until such proceedings are finally determined, provided such proceedings are diligently pursued. ARTICLE 10 — REMEDIES FOR CITY"S ACTS OF DEFAULT Whenever an act of default by CITY shall have occurred, and any applicable period for giving notice and any opportunity to cure shall have expired, LESSEE shall have the following rights and remedies in addition to any rights and remedies that may be given to LESSEE by statute, common law or otherwise: a) Withhold payment of any rent otherwise due CITY; SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 12 161 b) Refuse to proceed with any of LESSEE's other performance obligations under this LEASE; c) Recover whether this LEASE be terminated or not from CITY reasonable attorney's fees and all other expenses incurred by LESSEE by reason of the default by CITY; and d) Declare this LEASE terminated. 2 No expiration or termination of this LEASE shall expire or terminate any liability or obligation to perform of CITY's which arose prior to the termination or expiration except insofar as otherwise agreed to in this LEASE. Each right and remedy of LESSEE provided for in this LEASE shall be cumulative and shall be in addition to every other right or remedy provided for in this LEASE, now or hereafter existing at law or in equity or by statute or otherwise, and the exercise or beginning of the exercise by LESSEE of any one or more of the rights and remedies provided for in this LEASE, now or hereafter existing at law or in equity or by statute or otherwise, shall not preclude the simultaneous or later exercise by LESSEE of any or all other rights or remedies provided for in this LEASE, now or thereafter existing at law or in equity or by statute or otherwise. 4 No delay or omission to exercise any right or power accruing following an act of default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. ARTICLE 11 -- LESSEE'S ACTS OF DEFAULT Each of the following shall be a "LESSEE Act of Default" under this LEASE and the .s "acts of default" and "default" shall mean, whenever they are used in this LEASE, any or more of the following events: Failure by LESSEE to pay promptly when due, and in no event later than twenty (20) days from the due date thereof, the rent required to be paid under this LEASE. .2 Failure by LESSEE to observe, fulfill or perform any covenants, conditions or agreements on its part to be observed or performed under this LEASE for a period of thirty (30) days after written notice specifying such failure, requesting that it be remedied, and stating that it is a notice of default, has been given to LESSEE by CITY; provided, however, that if said default is such that it cannot be corrected within the applicable period, it shall not constitute an act of default if corrective action is SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 13 162 instituted by LESSEE within the applicable period and diligently pursued until the default is corrected. 1.3 The making by LESSEE of an assignment for the benefit of creditors, the filing of a petition in bankruptcy by LESSEE, the adjudication of LESSEE as insolvent or bankrupt, the petition or application by LESSEE to any tribunal for any receiver or any trustee for itself or for any substantial part of its property; or the commencement of any proceeding relating to LESSEE under any bankruptcy, insolvency, reorganization, arrangement or readjustment of debt law or statute or similar law or statute of any jurisdiction, whether now or hereafter in effect which shall remain undismissed for a period of six (6) months from the date of commencement thereof. .4 Violation by LESSEE of any laws or regulations of the United States, or of the State of Alaska, or any conditions of any permits issued by agencies of the City of Seward, the Kenai Peninsula Borough, the State of Alaska or of the United States Government applicable to LESSEE's use of the Leased Land, pursuant to the regulations of such agencies, for a period of sixty (60) days after written notice specifying such violation has been given by the agency charged with the enforcement of such laws, regulations or permits to LESSEE; provided, however, if such violation be such that it cannot be corrected within the applicable period, it shall not constitute an act of default if corrective action is instituted by LESSEE within the applicable period and diligently pursued until the violation is corrected. Furthermore, if LESSEE shall contest such alleged violation through appropriate judicial or administrative channels, the time period specified herein shall not commence until such proceedings are finally determined provided such proceedings are diligently pursued; provided, however, that any such extension of time shall not be effective if the effect of the interim administrative or judicial action is to cause a stoppage, interruption or threat to the activities of any person or entity other than those of LESSEE. .5 Failure by LESSEE to construct, in accordance with Article 6 hereof, a building for its marine tour/retail business on the Leased Land and place the facility in service by June 1, 1998. ARTICLE 12 — REMEDIES FOR DEFAULT BY LESSEE Whenever an act of default by LESSEE shall have occurred, and any applicable period giving notice and any opportunity to cure shall have expired, CITY shall have the owing rights and remedies all in addition to any rights and remedies that may be given to 'Y by statute, common law or otherwise: CITY may distrain for rent due any of LESSEE's personal property which comes into CITY's possession. This remedy shall include the right of CITY to dispose of personal property distrained in any commercially reasonable manner. It shall be SE AGREEMENT - Kenai Fjords Tours September 24, 1997 Page 14 163 conclusively presumed that compliance with the procedures set forth in the Alaska Uniform Commercial Code (AS 45.09.504) with respect to sale of property shall be a commercially reasonable disposal. CITY may re-enter the Leased Land and take possession thereof and, except for any personal property of LESSEE which CITY has waived its right to distrain under sub- paragraph 12.1 above, remove all personal property of LESSEE from the Leased Land. Such personal property may be stored in place or may be removed and stored in a public warehouse or elsewhere at the cost of LESSEE all without service of notice or resort to legal process, all of which LESSEE expressly waives. 3 In addition to the above, CITY may: a) Declare this LEASE terminated; b) Collect any and all rents due or to become due from sublessees or other occupants of the Leased Land; c) Recover, whether this LEASE be terminated or not, reasonable attorney's fees from LESSEE and all other expenses incurred by CITY by reason of the breach or default by LESSEE; d) Recover an amount to be due immediately on breach equal to the rent reserved under this LEASE discounted to the date of such breach at the rate of eight percent (8 %) per year. If the Leased Land or any part thereof be re -let by CITY for the unexpired term of this LEASE, CITY shall reimburse to LESSEE upon receipt an amount not to exceed the amount received by CITY under this paragraph. 12.4 If LESSEE does not immediately surrender possession.of the Leased Land after termination by CITY and upon demand by CITY, CITY may forthwith enter into and upon and repossess the Leased Land and expel LESSEE without being deemed guilty in any manner of trespass and without prejudice to any remedies which might otherwise be used for arrears of rent or breach of covenant. 1 .5 No expiration or termination of this LEASE shall expire or terminate any liability or obligation to perform of LESSEE's which arose prior to the termination or expiration except insofar as otherwise agreed to in this LEASE. Each right and remedy of CITY provided for in this LEASE shall be cumulative and shall be in addition to every other right or remedy provided for in this LEASE or now or hereafter existing at law or in equity or by statute or otherwise, and the exercise or beginning of the exercise by CITY of any one or more of the rights and remedies SE AGREEMENT - Kenai Fjords "lours September 24, 1997 Page 15 164 provided for in this LEASE or now or hereafter existing at law or in equity or by statute or otherwise shall not preclude the simultaneous or later exercise by CITY of any or all other rights or remedies provided for in this LEASE or now or thereafter existing at law, or in equity or by statute or otherwise. 2.7 No delay or omission to exercise any right or power accruing following an act of default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. ARTICLE 13 — TITLE TO IMPROVEMENTS INSTALLED BY LESSEE 3.1 Real Property Improvements. All improvements constructed by LESSEE on the Leased Land or on easements to or from the same, such as buildings, warehouses, conveyor systems, ditches, sewer lines, water lines, dikes or berms and similar improvements, shall become the property of CITY upon termination of this LEASE for any reason; provided, however, that CITY may require LESSEE to remove any improvements designated by CITY without cost to CITY. 2 Personal Property. Any other provisions of this LEASE to the contrary notwithstanding, LESSEE, upon termination of this LEASE for any reason, may, but need not, promptly remove, in no event later than ninety (90) days from the termination of the LEASE, trade fixtures and equipment from the Leased Land provided that LESSEE shall repair any damages to the Leased Land caused by such removal. ARTICLE 14 — SUBLEASE OR ASSIGNMENT 11.1 Assignment of Lease or Subleasing. The parties recognize that the LEASE has been determined to be in the public interest by the City Council of CITY for the reasons set forth in the Resolution. LESSEE may only assign or sublease this LEASE of the Leased Land with CITY's prior written consent which shall be granted if the use of the Leased Land by the proposed assignee or sublessee is: a) Compatible with the use of adjacent lands; b) A permitted use under the then existing zoning regulations and comprehensive land use plan; and c) Found to be in the public interest by the City Council of CITY to such assignment or subletting. SE AGREEMENT September 24, 1997 - Kenai Fjords Tours Page 16 165 14.2 Sublease Consent. CITY shall review, process, and approve sublease consent requests subject to the following: a) LESSEE shall provide a copy of the sublease agreement to CITY, including sublease amounts. b) LESSEE shall remain responsible for performance of all its obligations under the LEASE of the premises from CITY. A sublessee shall be obligated to perform all terms and conditions of LEASE between LESSEE and CITY with respect to the sublease of the premises, and such terms and conditions shall be incorporated in the sublease agreement by reference. c) LESSEE shall pay to CITY an amount equal to THIRTY-FIVE PERCENT (35 %) of sublease amounts received under the sublease agreement in excess of the existing Fair Market Rental Value of the Leased Land. The payment of such sublease amounts shall be due beginning with the quarterly rental payment due date immediately following the date the CITY approves the sublease, or in accordance with such other payment plan as is mutually accepted by CITY and LESSEE. 14.3 Assignment of Lease for Security. Notwithstanding Section 14.1 above, LESSEE may assign, encumber or mortgage its interest in this LEASE or improvements on the Leased Land, by deed of trust or other security instrument, to an institutional lender ("Lender") for development of or operations on the Leased Land, provided that Lender shall be subject to all obligations of LESSEE under the terms of this LEASE upon foreclosure. CITY shall furnish Lender, at the address provided to CITY by Lender in writing, with notice of any default or breach of LESSEE under this LEASE. Lender shall have the right (without being required to do so and without thereby assuming the obligations of LESSEE under this LEASE) to make good such default or breach within thirty (30) days after written notice specifying such breach. Notwithstanding the provisions of Article 12 above, no "LESSEE Act of Default" shall exist until expiration of thirty (30) days after such notice is furnished to Lender; provided, a) If Lender, with respect to any default or breach other than a failure to make any required payment of rent or other money, shall undertake within thirty (30) days after notice to cure the default or breach and shall diligently and in good faith proceed to do so, CITY may not terminate this LEASE or relet the Leased Land unless Lender fails to cure the default or breach within a reasonable period of time thereafter; and b) If the default for which notice is given is a breach of Section 11.3, CITY shall not exercise any of the remedies afforded to it under Article 12 above so long as LESSEE or Lender remains in possession of the Leased Land and satisfies LEASE AGREEMENT September 24, 1997 City - Kenai Fjords Tours Page 17 166 LESSEE's obligations under the terms of this LEASE. Upon foreclosure or other assertion of its security interest, Lender may further assign, transfer, or dispose of its interests, provided that any subsequent assignee, purchaser or transferee shall remain bound by each and every term of this LEASE. 14.4 Assignment to Affiliate. LESSEE may assign this LEASE to an affiliate of LESSEE as that term is defined by AS 10.06.990(2); provided, however, that LESSEE's full faith and credit shall remain obligated under this LEASE as though the assignment had not taken place. ARTICLE XS — LESSEE'S DUTY TO DEFEND/INDEMNIFY LESSEE shall defend, indemnify and hold CITY harmless from any and all liability or cllaims for damages, including personal injuries, death and property damage arising out of or resulting from LESSEE's use of the Leased Land or the use of the Leased Land by LESSEE's sublessees, agents or contractors or the public, except for damages arising from the sole negligence or willful acts or omissions of CITY, its agents, employees, or contractors. If any action or proceeding is brought against LESSEE by reason of any such occurrence, LESSEE shall notify CITY promptly in writing of such action or proceeding. ARTICLE 16 — CITY'S DUTY TO DEFEND/INDEMNIFY CITY shall defend, indemnify and hold LESSEE harmless from any and all liability or claims for damages, including personal injuries g g p injuries, and property damage arising from the sole negligence or willful acts or omissions of CITY, its agents, employees, or contractors or from conditions existing or activities occurring on the Leased Land prior to the effective date of this LEASE. ARTICLE 17 — INSURANCE 1117.1 Minimum Insurance Requirements. prior to commencement of the Lease Term LESSEE shall procure and maintain, at LESSEE's sole cost and expense, commercial general liability insurance, with limits of liability of ONE MILLION DOLLARS ($1,000,000) for all injuries and/or deaths resulting to any one person and ONE MILLION DOLLARS ($1,000,000) limit from any one occurrence. Coverage under such insurance shall also include explosion, collapse and underground property damage hazards. Such insurance shall include contractual liability. The minimum amounts and types of insurance provided by LESSEE shall be subject to revision in accordance with standard insurance practices, in order to provide continuously throughout the term of this LEASE and any extensions hereof, a level of protection consonant with good business practice and accepted standards in the industry. Such factors as increases in the cost of living, inflationary pressures, and other considerations, shall be utilized in assessing whether the minimum insurance requirements should be increased. CITY may notify LESSEE of any requested increase in insurance coverage. LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 18 167 All insurance policies shall provide for thirty (30) days' notice of cancellation and/or material change to be sent to CITY at the address designated in ARTICLE 37 of this LEASE. All such policies shall be written by insurance companies legally authorized or licensed to do business in the State of Alaska, and acceptable to CITY (Best's Rating B+ or better). LESSEE shall furnish CITY, on forms supplied by CITY, certificates evidencing that it has procured the insurance required herein prior to the occupancy of the Leased Land or operation by LESSEE. Nothing herein contained shall prevent LESSEE or CITY from placing and maintaining at CITY's or LESSEE's own individual cost and expense, additional or other insurance as may be desired. 17.2 Subrogation Rights Waived. All of the insurance policies required above as well as any other insurance carried by LESSEE or CITY shall provide that the insurers waive their rights of subrogation against each other and their respective officers, servants, agents or'employees. LESSEE and CITY further agree to waive and agree to have their insurers waive any rights of subrogation (whether by loan receipts, equitable assignment or otherwise), with respect to deductibles under such policies and with respect to damage to equipment including the loss of use thereof, whether insured or not. LESSEE shall also name CITY as an additional insured on the general liability insurance policy maintained by LESSEE as required above, excluding coverage for claims resulting from CITY's sole negligence. ARTICLE 18 — CONDEMNATION If all or any part of the Leased Land is condemned for a public use by any government agency or other duly authorized entity, CITY and LESSEE shall each make a claim against the condemning or taking authority for the amount of any damage incurred by or done to them respectively as a result of the taking. Neither LESSEE nor CITY shall have any rights in or to any award made to the other by the condemning authority; provided, that in the event of a single award to CITY which includes specific damages for loss of LESSEE'S leasehold interest, CITY shall transmit to LESSEE the amount of such specific damages so found, if any. If part but not all of the Leased Land is condemned for public use, LESSEE shall make a good faith determination as to whether or not the taking of the part of the Leased Land designated for condemnation will prevent it from continuing to operate on the Leased Land. If LESSEE determines in good faith that the condemning of such part of the Leased Land will prevent it from continuing to operate on the Leased Land, LESSEE may notify CITY in writing to this effect, and this LEASE shall then be terminated for all purposes effective fifteen (15) days from the date LESSEE sends such notice to CITY, or at such other later date as LESSEE shall specify in its notice, and such termination shall be treated in the same manner as a termination at the expiration of the term of this LEASE. LESSEE shall, as a condition precedent to such termination, remove all encumbrances, debts and liens to which the Leased Land is subject. If at the time of such partial taking for public use, LESSEE LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 19 168 determines that such partial taping will not prevent it from continuing to operate, then LESSEE and CITY shall negotiate an equitable and partial abatement of the rent beginning to be effective on the actual date when LESSEE is effectively prevented from utilizing the condemned land. ARTICLE 19 — ARBITRATION Any dispute between CITY and LESSEE with respect to any provision of this LEASE or the rights and obligations of the parties hereunder shall be decided by arbitration, in accordance with the provisions of this Section. 19.1 Consent Panel. The party desiring arbitration of a dispute shall give written notice to that effect to the other party specifying in such notice the name and address of a person to serve as an arbitrator. Within fifteen (15) days after receipt of such notice the other party shall give written notice to the first party specifying the name and address of another person designated to serve as an arbitrator. If neither party has objected to the other's designation within fifteen (15) days of the notice by the second party of its designation of an arbitrator, then the two chosen arbitrators (called the "consent panel") shall select a third person agreeable to both to become the third member of the consent panel. The consent panel may utilize informal techniques and hold informal hearings without reference or adherence to the rules or procedures of the American Arbitration Association. Promptly and within thirty (30) days of concluding any proceeding the consent panel shall render its written decision. It is the intent of this subparagraph to provide for a speedy and inexpensive resolution of disputes provided the parties agree to such a procedure. 19.2 Formal Arbitration. If either party objects, within fifteen (15) days of the second party's designation of an arbitrator to the other's choice of an arbitrator pursuant to paragraph 19.1 above, or the party desiring arbitration initially decides not to use the consent panel procedure, then the matter shall be promptly referred to the American Arbitration Association in accordance with the then existing rules of the American Arbitration Association. 19.3 Arbitration Awards. Any award by either a consent panel or as a result or proceedings before a panel pursuant to the rules of the American Arbitration Association shall be enforceable in accordance with Alaska Statutes. Any award shall include an award of costs, interest and attorney fees to the prevailing party. ARTICLE 20 — MAINTENANCE AND REPAIRS 20.1 Normal Maintenance. During the entire term of this LEASE and every renewal or extension hereof, LESSEE shall, at LESSEE's sole cost, risk and expense, maintain the LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 20 169 Leased Land, including any improvements placed thereon by LESSEE, in as good condition as received or constructed by LESSEE, ordinary wear and tear excepted. CITY, at CITY's sole option and expense, may, prior to the commencement of construction by LESSEE, perform maintenance and preventative work on the Leased Land, exclusive of improvements placed thereon by LESSEE, in order to prevent erosion, mitigate damage to plants and animals, or prepare the Leased Land for eventual development by LESSEE or others by grading, filling or contouring the Leased Land. Any such work performed by CITY shall be at CITY's sole expense and risk unless LESSEE agrees, in advance and in writing, to share such expense and risk. LESSEE shall maintain in first class condition at all times all fire, pollution and other protective equipment, if any are placed on Leased Land. 20.2 Safety Issues. CITY may notify LESSEE in writing of any deficiencies in the performance of LESSEE's maintenance responsibilities as they relate to public health or safety and LESSEE shall promptly within thirty (30) days of receipt of such notice advise CITY in writing of its proposed schedule for performance of any work necessary to cure such deficiencies. If such deficiencies relate to the safety of LESSEE's operation such that the surrounding land and port facilities are exposed to risk, unnecessary potential hazards, or a risk to the public interest (as distinguished from a business risk), or if CITY is not satisfied with the proposed schedule of repairs either because of the delays therein or the scope of the repairs, then CITY may engage an independent engineering consultant well -versed and experienced who shall furnish to CITY a comprehensive survey and report for the purpose of establishing both the need and urgency to perform such maintenance work. As soon as practicable following receipt of said engineer's determinations and recommendations, if the report requires repair then LESSEE shall pay the cost of the report and perform such work in accordance therewith at LESSEE's cost, risk and expense. 20.3 Cost of Repairs. Should LESSEE dispute the necessity of any maintenance work as being necessary or advisable or reasonable to protect the public facilities on adjacent land, it may submit the matter to arbitration; provided, however, that pending the decision of the arbitrators it shall fully comply with the maintenance requests. If an arbitration award should ultimately find that the repairs were not necessary then LESSEE may either deduct from future rental payments the cost of such repairs or be reimbursed therefor. In deciding whether repairs requested by CITY or required by an engineering report are necessary, the arbitration panel is to give primary consideration to the safety and welfare of the Seward port facilities and the citizens of Seward in light of the highest standards in the industry. If any facility or service provided by CITY to the Leased Land shall become inadequate due to changes in environmental control standards or should any facility LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 21 170 require updating or improvement by reason of a change in LESSEE's use of the Leased Land or operations therefrom, LESSEE shall either construct such improvements at LESSEE's own cost or reimburse CITY for such work at the option of CITY. ARTICLE 21 -- ENVIRONMENTAL CONCERNS 21.1 Hazardous Materials. a) Condition of Site. LESSEE has had full opportunity to examine the site for the presence of any Hazardous Material and accepts the site in "as is" condition. b) Release of CITY. Any other provision of this LEASE to the contrary notwith- standing, LESSEE releases CITY from any and all claims, demands, penalties, fines, judgments, liabilities, settlements, damages, costs or expenses (including, without limitation, attorney's fees, court costs, litigation expenses, and consultant and expert fees) arising during and after the term of this LEASE, and resulting from the use, keeping, storage or disposal of Hazardous Material on the site by LESSEE, or arising out of or resulting from LESSEE's operations at the site except for those arising out of the CITY's sole negligence or intentional misconduct. This release includes, without limitation, any and all costs incurred due to any investigation of the site or any cleanup, removal or restoration mandated by a federal, state or local agency or political subdivision or by law or regulation. c) Use of Hazardous Materials on the Site. i) LESSEE shall not cause or permit any Hazardous Material to be brought upon, kept or used in or about the Leased Land except for such Hazardous Material as is necessary to conduct LESSEE's authorized use of the Leased Land. ii) Any Hazardous Material permitted on the Leased Land as provided in this paragraph, and all containers therefor, shall be used, kept, stored and disposed of in a manner that complies with all Environmental Laws or other laws or regulations applicable to such Hazardous Material. iii) LESSEE shall not discharge, leak or emit, or permit to be discharged, leaked or emitted, any material into the atmosphere, ground, ground water, sewer system or any body of water, if such material (as reasonably determined by the City, or any governmental authority) does or may, pollute or contaminate the same, or may adversely affect the (a) health, welfare or safety of persons, whether located on the Leased Land LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 22 171 or elsewhere; or (b) condition, use or enjoyment of the Leased Land or any other area or personal property. iv) LESSEE hereby agrees that it shall be fully liable for all costs and expenses related to the use, storage and disposal of Hazardous Material kept or brought on the Leased Land by LESSEE, its authorized representatives and invitees, and LESSEE shall give immediate notice to CITY of any violation or potential violation of the provisions of this subparagraph. d) Indemnification of CITY. Any other provision of this LEASE to the contrary notwithstanding, LESSEE shall defend, indemnify and hold CITY harmless from and against any claims, demands, penalties, fines, judgments, liabilities, settlements, damages, costs or expenses (including, without limitation, attorney, consultant and expert fees, court costs and litigation expenses) of whatever kind or nature, known or unknown, contingent or otherwise, arising out of or in any way related to: i) The presence, disposal, release or threatened release of any such Hazardous Material which is on or from the Leased Land, soil, water, ground water, vegetation, buildings, personal property, persons, animals or otherwise; Any personal injury (including wrongful death) or property damage (real or personal) arising out of or related to such Hazardous Material; Any lawsuit brought or threatened, settlement reached or government order relating to such Hazardous Material; and/or iv) Any violation of any laws applicable thereto; provided, however, that this Section 21.1(d) shall apply only if the acts giving rise to the claims, demands, penalties, fines, judgments, liabilities, settlements, damages, costs or expenses (1) occur during the term of this LEASE; and (2) arise in whole or in part from the use of, operations on, or activities on the Leased Land by LESSEE or their employers, employees, agents, invitees, contractors, subcontractors or authorized representatives. The provisions of this subparagraph shall be in addition to any other obligations and liabilities LESSEE may have to CITY at law or equity and shall survive the transactions contemplated herein and shall survive the termination of this LEASE. e) Facility Operator. For all purposes, LESSEE shall be deemed the operator of any facility on the Leased Land. LEASE AGREEMENT September 24, 1997 City - Kenai Fjords Tours Page 23 172 f) Hazardous Material Defined. As used in this LEASE, Hazardous Material is any substance which is toxic, ignitable, reactive, or corrosive or which is regulated by any Environmental Law. Hazardous Material includes any and all material or substances which are defined as "hazardous waste", "extremely hazardous waste" or a "hazardous substance" under any Environmental Law. Notwithstanding any statutory petroleum exclusion, for the purposes of this LEASE, the term Hazardous Material includes, without limitation, petroleum, including crude oil or any fraction thereof, petroleum soaked absorbent material and other petroleum wastes. g) Environmental Law Defined. As used in this LEASE, Environmental Laws include any and all local, state and federal ordinances, statutes, and regulations, as now in force or as may be amended from time to time, relating to the protection of human health and the environment, as well as any judgments, orders, injunctions, awards, decrees, covenants, conditions, or other restrictions or standards relating to same. Environmental Laws include, by way of example and not as a limitation of the generality of the foregoing, the Resource Conservation and Recovery Act of 1976, the Comprehensive Environmental Response, Compensation and Liability Act of 1980, the Clean Water Act, and the Superfund Amendments and Reauthorization Act of 1986. 21.2 Permits and Reporting. a) Permits Required by Other Governmental Agencies. LESSEE shall obtain all permits or approvals required by any applicable law or regulation. Copies of all such permits shall be provided to CITY prior to LESSEE commencing work under this LEASE. LESSEE shall promptly make all reports to any federal, state or local government or agency required by any permit or Environmental Law, including reports of any spill or discharge of Hazardous Material. The City Manager may order LESSEE to immediately cease any operations or activities on the Leased Land if the same is being carried out without necessary permits, in violation of the terms of any permit or Environmental Law, or contrary to this LEASE. b) Correspondence With and Reports to Environmental Agencies. LESSEE shall immediately provide CITY with copies of all correspondence and notice, including copies, of all reports between LESSEE and any state, federal or local government or agency regulating Hazardous Material which relates to LESSEE's operations on or use of the Leased Land. LEASE AGREEMENT City - Kenai Fjords 'fours September 24, 1997 Page 24 173 ARTICLE 22 — ESTOPPEL CERTIFICATES Either party shall at any time and from time to time upon not less than ten (10) days' prior written request by the other party, execute, acknowledge, and deliver to such party, or to its designee, a statement in writing certifying that this LEASE is unamended and in full force and effect (or, if there has been any amendment thereof, that the same is in full force and effect as amended and stating the amendment or amendments), that there are no defaults existing (or, if there is any claimed default, stating the nature and extent thereof), and stating the dates to which the rent and other charges have been paid in advance. ARTICLE 23 — CONDITIONS AND COVENANTS All the provisions of this LEASE shall be deemed as running with the land, and shall be construed to be "conditions" as well as "covenants," as though the words specifically expressing or imparting covenants and conditions were used in each separate provision. ARTICLE 24 — NO WAIVER OF BREACH No failure by either CITY or LESSEE to insist upon the strict performance by the other of any term, covenant or condition of this LEASE or to exercise any right or remedy consequent upon a breach thereof, shall constitute a waiver of any such breach or of such terms, covenants or conditions. No waiver of any breach shall affect or alter this LEASE, but each and every term, covenant and condition of this LEASE shall continue in full force and effect with respect to any other then existing or subsequent breach. ARTICLE 25 — TIME OF THE ESSENCE Time is of the essence of this LEASE and of each provision. ARTICLE 26 — COMPUTATION OF TIME The time in which any act provided by this LEASE is to be done by shall be computed by excluding the first day and including the last, unless the last day is a Saturday, Sunday or a holiday, and then it is also excluded. ARTICLE 27 — SUCCESSORS IN INTEREST Each and all of the terms, covenants and conditions in this LEASE shall inure to the benefit of and shall be binding upon the successors in interest of CITY and LESSEE. LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 25 174 ARTICLE 28 — ENTIRE AGREEMENT This LEASE contains the entire agreement of the parties with respect to the matters covered by this LEASE, and no other agreement, statement or promise made by any party which is not contained in this LEASE shall be binding or valid. ARTICLE 29 — GOVERNING LAW This LEASE shall be governed by, construed and enforced in accordance with the laws of the State of Alaska. The terms of this LEASE are subject in all respects to the Charter and Code of Ordinances of CITY in effect on the date of this LEASE, including without limitation, Chapter 7.05 of the Seward City Code. ARTICLE 30 — PARTIAL INVALIDITY If any provision of this LEASE is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the provisions shall remain in full force and effect and shall in no way be affected, impaired or invalidated. ARTICLE 31 — RELATIONSHIP OF PARTIES Nothing contained in this LEASE shall be deemed or construed by the parties or by any third person to create the relationship of principal and agent or of partnership or of joint venture or of any association between CITY and LESSEE; and neither the method of computation of rent, nor any other provisions contained in this LEASE nor any acts of the parties, shall be deemed to create any relationship between CITY and LESSEE other than the relationship of lessee and lessor. ARTICLE 32 — INTERPRETATION The language in all parts of this LEASE shall in all cases be simply construed according to its fair meaning and not for or against CITY or LESSEE as both CITY and LESSEE have had the assistance of counsel in drafting and reviewing this LEASE. ARTICLE 33 — NUMBER AND GENDER In this LEASE, the neuter gender includes the masculine and the feminine, and the singular number includes the plural; the word "person" includes corporation, partnership, firm or association wherever the context so requires. ARTICLE 34 — MANDATORY AND PERMISSIVE "Shall," "will" and "agrees" are mandatory; "may" is permissive . LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 26 175 ARTICLE 35 — CAPTIONS Captions of the articles, paragraphs and subparagraphs of this LEASE are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction or meaning of the provisions of this LEASE. ARTICLE 36 — AMENDMENT This LEASE is not subject to amendment except in writing executed by both parties hereto. ARTICLE 37 — NOTICES All notices, demands or requests from one party to another shall be delivered in person or be sent by mail, certified or registered, postage prepaid, to the addresses stated in this Article and to such other persons and addresses as either party may designate. Notice by mail shall be deemed to have been given, at the time of mailing. All notices, demands and requests from LESSEE to CITY shall be given to CITY at the following address. City Manager CITY OF SEWARD PO Box 167 Seward, Alaska 99664 All notices, demands or requests from CITY to LESSEE shall be given to LESSEE at the following address: Thomas C. Tougas Kenai Fjords Tours, a division of Alaska Heritage Tours, Inc. PO Box 1889 Seward, Alaska 99664 Each party shall have the right, from time to time, to designate a different address by notice given in conformity with this Article. ARTICLE 38 — FIRE PROTECTION LESSEE shall at its sole cost, risk and expense provide fire protection to its operations on the Leased Land and fire prevention to industry standards for risks to adjacent facilities LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 27 176 such that those risks are minimized. LESSEE shall continue to provide and maintain industry accepted standards of fire protection such that the City of Seward's ISO rating is not degraded by reason of LESSEE'S operation. The parties agree that with the rapid expansion of technology in the field of fire prevention and control LESSEE's obligations hereunder may vary during the term of this LEASE and CITY may submit LESSEE's compliance with its obligation hereunder to arbitration not more frequently than once each five years. IN WITNESS WHEREOF, the parties hereto have set their hands and seals the dates herein set forth. CITY: CITY OF SEWARD By: Ronald A. Its: City Manq Date: ATTEST: City Clerk (Ci Se, , ,. M®c e F ' STATE OF ALASkA Rqe } ss. THIRD JUDICIAL biSTRICT ) LESSEE: KENAI FJORDS TOURS, a division of ALASK ERITAGE TO S, INC. By: Thomas C. Tougas Its: President Date: SUBMITTED BY: THIS IS TO CERTIFY that on this 2AL day of _ __, 1997, before me, the undersigned, a Notary Public in and for the State of Alask4 personally appeared Ronald A. Garzini, known to me and to me known to be the city manager for the City of Seward, LEASE AGREEMENT City - Kenai Fjords Tours September 24, 1997 Page 28 177 Alaska, and authorized to execute documents on its behalf, and is the individual named in and who executed the foregoing document on behalf of the City of Seward for the uses and purposes therein set forth. WITNESS my hand and notarial seal the day and year first hereinabove written. OTA < ° � � = Notary Public i and for Ala :"#/ � r CD : 00 My Commissio Expires: 9 •� STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT } THIS IS TO CERTIFY that on this 1b"! - day of _ _, '997, before me, the undersigned, a Notary Public in and for the State of Alaska, p rsonally appeared Thomas C. Tougas, known to me and to me known to be the president of Kenai Fjords Tours, a division of Alaska Heritage Tours, Inc., and authorized to execute documents on its behalf, and is the individual named in and who executed the foregoing document on behalf of the corporation for the uses and purposes therein set forth. WITNESS my hand and notarial seal the day and year first hereinabove written. LEASE AGREEMENT City - Kenai Fjords Tours otary Public i for Alas My Commission xpires: / q HIt, CD 00UB\-X`� r,OF September 24, 1997 Page 29 178 LEASE EXTENSION (RE-97-102) THE CITY OF SEWARD, ALASKA, a home rule municipal corporation, organized and existing under the laws of the State of Alaska, hereinafter referred to as "CITY," whose address is PO Box 167, Seward, Alaska 99664 and Kenai Fjords Tours/Alaska Heritage Tours, hereinafter referred to as the "LESSEE", hereby agree that the lease agreement 97-102 for Lot 5, Block 6, Seward Small Boat Harbor Subdivision, City of Seward, Third Judicial District, Seward Recording District, State of Alaska is hereby amended as follows: ARTICLE 2.1 Lease term The term of this lease shall be extended in accordance with Resolution No. 2017- for five (5) years and shall terminate on September 23, 2022. ARTICLE 2.4 Options to Extend LESSEE shall have the right to extend the term of this LEASE for one additional five (5) year period, provided that: a) LESSEE exercises its option to extend at least one hundred and eighty (180) days prior to the expiration of the then current lease term; b) LESSEE is not in default under any term or provision of this LEASE; and c) LESSEE shall exercise its options to extend by sending written notice in accordance with the provisions of Article 37 of this LEASE; and d) The City Council of City, at the time this option is exercised, approves the extension by resolution or ordinance. ARTICLE 3 RENTAL RATE 3.1 The Annual Rental Rate on the effective date of this amendment through June 30, 2020 is $6,000 and shall be adjusted on July 1, 2020. 3.8 Interim Rental Adjustments. For each year in the period between each Rental Adjustment Date, excepting the Rental Adjustment Dates, the annual rental payment shall be increased beginning July 1, 2017 and on July 1 of every year thereafter (each on "Interim Rental Adjustment Date") in an amount that reflects the increase, if any, in the cost of living for the previous year as stated in the Consumer Price Index, All Urban Consumers, Anchorage, Alaska Area, All Items 1967=100 ("CPI"), as published by the United States Department of Labor, Bureau of Labor Statistics for the most recent period published immediately prior to the Interim Rental Adjustment Date. In no event shall the rent be less than the previous year. If the CPI is revised or ceases to be published, the CITY shall instead use such revised or other index as most nearly approximates the CPI for the relevant period, and make whatever adjustment in its application as may be necessary, in the CITY's sole discretion, to accomplished as nearly the same result as if the CPI had not been revised or ceased to be published. Pagel of 3 179 All other terms of ARTICLE 3 remain unchanged. LESSOR: CITY OF SEWARD Hunt, City Manager Zl9' za ATTEST: G J hanna Kin , City Cler (City Seal) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) LESSEE: KENAI FJORDS TOURS Ron Wille, Manager Date: ? a / /Zi Z 0/ i THIS IS TO CERTIFY that on this 2& day of t r? L L— , 2017, before me, the undersigned, a Notary Public in and for the State of Alaska, personally appeared Jim Hunt, known to me and to me known to be the City Manager for the City of Seward, Alaska, and authorized to execute documents on its behalf, and is the individual named in and who executed the foregoing document on behalf of the City of Seward for the uses and purposes therein set forth. WITNESS my hand and notarial seal the day and year first hereinabove written. 4" q �1 �CI NOTARY PU LIC 1N A D FOR A ASKA cyc� My Commissio Expires:,— �Li-DoZ Page 2 of 3 180 STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) THIS IS TO CERTIFY that on this _ day of � 4 , 2017, before me, the undersigned, a Notary Public in and for the State of Alaska, personally appeared Ron Wille, known to me and to me known to be" the Manager for KENAI FJORDS TOURS and authorized to execute documents on its behalf, and is the individual named in and who executed the foregoing document on behalf of the corporation for the uses and purposes therein set forth. WITNESS my hand and notarial seal the day and year first hereinabove written. . IN AN&FOR ALASKA My Commission Expires: Page 3 of 3 181 Sponsored by: Hunt CITY OF SEWARD, ALASKA RESOLUTION 2017-014 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, AUTHORIZING THE EXERCISE OF OPTION NO. 1 TO THE KENAI FJORDS TOURS LEASE 97-102 TO EXTEND THE TERM OF THE LEASE BY FIVE YEARS, AND TO ADD INTERIM RENTAL ADJUSTMENTS BY THE ANNUAL CPI WHEREAS, the City is owner of real property described as Lot 5, Block 6, Seward Small Boat Harbor Subdivision, City of Seward, Alaska and recorded as Plat No. 2000-19 in the Seward Recording District, Third Judicial District, State of Alaska; and WHEREAS, this parcel was leased to Kenai Fjords Tours in 1997 for a term of twenty years, with options to extend for two additional five-year terms upon approval of the City Council; and WHEREAS, the parties to the lease agree to exercise the first of two five (5) year extensions in accordance with Article 2.4 of Lease 97-102; and WHEREAS, Kenai Fjords Tours have met all the requirements to extend this lease; and WHEREAS, the City provides for annual Interim Rental Adjustments on all new leases, so to be consistent with City practice, this provision is added to Lease 97-102 in this amendment; and WHEREAS, the request is consistent with the City's Comprehensive Plan and the Strategic Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The Council has determined that the essential terms and conditions of the proposed lease extension amendment with Kenai Fjords Tours for the real property described as Lot 5, Block 6, Seward Small Boat Harbor Subdivision, City of Seward, Alaska and recorded as Plat No. 2000-19 in the Seward Recording District, Third Judicial District, State of Alaska, are in the public's interest. Section 2. The City Manager is authorized to execute the lease extension amendment with Kenai Fjords Tours in substantially the form as presented at this meeting. Section 3. This resolution shall take effect 30 days from the date of posting and adoption. 182 CITY OF SEWARD, ALASKA RESOLUTION 2017-014 PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 28 h day of March, 2017. THE CITY OF SEWARD, ALASKA can Bardarson, Mayor AYES: Casagranda, Keil, Squires, McClure, Altermatt, Slater, Bardarson NOES: None ABSENT: None ABSTAIN: None ATTEST: *Janlna MC erk (City Seal) 183 Resolution 2022-096 Documents: • Agenda Statement • Resolution 2022-096 • Replat Application • ROW Acquisition Plat Maps • Seward Airport Improvement Project layout graphic 184 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Jason Bickling, Community Development Director Agenda Item: Resolution 2022-096: Recommending Kenai Peninsula Borough Approval of the Preliminary Right of Way (ROW) Acquisition Plat for the Seward Airport Located in T 1N & 1S R 1W Sec 34, 35, 2 & 3, Seward Meridian SW, that Point Known as the Seward Airport, Physical Location, 2310 Airport Road; Acquiring and Replatting Various Legals Located in Sec 34, 35, 2 & 3, Seward Meridian SW Background and justification: The Planning and Zoning Commission approved Resolution 2022-018 on August 2, 2022, which rescinded previously approved Resolution 2021-014 recommending approval of the preliminary right of way acquisition plat for the Seward Airport Improvement project with conditions to provide public access to the beach to the south of the airport property, install a fire hydrant, and bring water and sewer to the airport facilities. This replat was reviewed again by the Planning and Zoning Commission for two reasons. First, the Preliminary Right of Way (ROW) Acquisition plat includes City -owned property and must be reviewed and approved by City Council per City Code 16.01.015(b). The City Council did not review or approve Resolution 2021-014. Second, the State of Alaska Department of Transportation and Public Facilities (DOT&PF) is using federal funds to finance the Seward Airport Improvement project; and funding constraints and federal oversight limit what improvements can be implemented in this project. There is currently no legal public access on or through the airport property and the Federal Aviation Administration (FAA) will not allow the DOT & PF to grant new public access due to flight safety concerns. The public will continue to have the right to navigate on the water and to walk on the exposed tidelands at low tide. Fire protection for the Seward Airport is provided by tank water on both Seward Fire engines and tankers provided by an automatic aid agreement with Bear Creek Fire Department; and extending and installing utilities to the leased lots on the Seward Airport property is not an eligible cost for federal funding. The Kenai Peninsula Borough requires documentation from the City of Seward that the conditions from Section 2 in Resolution 2021-014 are no longer required before they can grant approval of the final replat. 185 The attached preliminary ROW acquisition plat submitted by Alaska DOT & PF shows the parcels that need to be acquired and replatted for the necessary ROW on the new runway. Parcel 1 is owned by Civil Air Patrol and Parcel 5 is owned bythe City of Seward. Parcel 4 is also shown on the preliminary plat, but no longer requires replatting as the larger parcel was acquired fully by DOT&PF this past year. These parcels are located within Sec 2 & 3, T1S, R1W and Sec 34 & 35, T1N, R1W, Seward Meridian SW, and will be part of the Airport Improvement Project to create new ROW for Runway 16/34, which will be shifted, lengthened, and raised above the 100-year flood level. The Seward Airport has needed improvements for some time now that will substantially reduce the damage the airport is experiencing from recurrent flooding, and to meet FAA design standards based on current aircraft utilizing the airport and forecasted aviation needs. Currently, the runway lighting is old and needs replacement. Much of the pavement needs rehabilitation or replacement. Testing has revealed a weakened embankment under the pavement of Runway 13/31, necessitating a restriction of allowable aircraft weights to those under 12,500 pounds. Improvement of aging and deteriorating airport facilities is another major goal of this project. The river delta adjacent to the airport has been rising relative to airport elevations, increasing the frequency and severity of overtopping floods. The existing main runway (RW 13/31) is now too low and in the direct path of the river, which has been repeatedly damaging it during high water events. Overtopping events were initially limited to the fall but have been occurring June through November in recent years, making maintaining RW 13/31 increasingly difficult. In response to multiple flood events during of the summer of 2013, DOT&PF constructed an emergency dike that is providing some temporary relief. The most recent revision of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) has now established a regulatory floodway across the existing main runway (RW 13/31) of the airport. By federal regulation, allowable construction is extremely limited in a regulatory floodway. DOT&PF completed a hydrologic study to help identify and evaluate feasible alternatives. RW 13/31 is adjacent to the Resurrection River which has flooded it and Taxiway A repeatedly in recent years, periodically closing the runway and causing ongoing repair expenses. To address this problem, this project will shift, lengthen, and raise the current crosswind runway (RW 16/34) above the 100-year flood level. Some taxiways will be raised to meet the new runway elevation while others will be removed in accordance with current FAA guidance. New runway and taxiway lighting will be installed. The river side of the raised runway will receive rip rap armoring to protect it during flood events. The aprons will be repaved, and new navigation aids will be installed. RW 13/31 will be closed and the pavement removed, but the runway embankment will be left in place as additional protection against future flood events. Three alternatives were evaluated during the scoping and environmental process. The current project scope corresponds to Alternative 2.2 in the approved Environmental Assessment. Alternative 2.2 had the most advantages and the least significant disadvantages. 186 Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Vol 1, Chapter 2.2.12.5 — Air Traffic • "Support the State's airport improvement plan." Vol 1, Chapter 3.1.1.2 — Update and expand infrastructure for commercial and industrial properties that are currently underdeveloped • "Support and improve airport" Vol 1, Chapter 3.4.3 — Improve the usability of the state-owned airport "Encourage the State to: Complete and implement a flood mitigation project to protect the runways from floodina." Strategic Plan: Improve the State Airport "Develop a flood mitigation project to protect the runway from flooding." (page 16) Other: N/A Certification of Funds Total amount of funds listed in this legislation: $ 0 This legislation (✓): Creates revenue in the amount of: $ Creates expenditure in amount of: $ Creates a savings in the amount of: $ ✓ Has no fiscal impact Funds are (✓): Budgeted Line item(s): Not budgeted ✓ Not applicable Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): General SMIC Boat Harbor Parking Motor Pool Other Unassigned Fund Balance*: Available Unrestricted Cash Balance*: Electric Wastewater Water F1 Healthcare *unaudited numbers Finance Director Signature: Attorney Review RV Yes Attorney Signature: Not applicable Comments: Administration Recommendation e✓ Adopt Resolution Other: 187 Sponsored by: Bower Public Hearing: September 12, 2022 CITY OF SEWARD, ALASKA RESOLUTION 2022-096 A Resolution Of The City Council Of The City Of Seward, Alaska, Recommending Kenai Peninsula Borough Approval of the Preliminary Right of Way (ROW) Acquisition Plat for the Seward Airport Located in T 1N & 1S R 1W Sec 34, 35, 2 & 3, Seward Meridian SW, That Point Known as the Seward Airport, Physical Location, 2310 Airport Road; Acquiring and Replatting Various Legals Located in Sec 34, 35, 2 & 3, Seward Meridian SW WHEREAS, the Planning and Zoning Commission approved Resolution 2022-018 on August 2, 2022, rescinding previously approved Resolution 2021-014 and recommending City Council and Kenai Peninsula Borough approval of the Preliminary Right of Way Acquisition Plat for the Seward Airport Improvement project; and WHEREAS, the Preliminary Right of Way (ROW) Acquisition plat includes City -owned property and must be reviewed and approved by City Council per City Code 16.01.015(b); and WHEREAS, the City Council did not review or approve Resolution 2021-014; and WHEREAS, Resolution 2021-014 recommended approval of the preliminary right of way acquisition plat for the Seward Airport Improvement project with conditions to provide public access to the beach to the south of the airport property, install a fire hydrant, and bring water and sewer to the airport facilities; and WHEREAS, the State of Alaska Department of Transportation and Public Facilities (DOT&PF) is using federal funds to finance the Seward Airport Improvement project; and WHEREAS, funding constraints and federal oversight limit what improvements can be implemented in this project; and WHEREAS, there is currently no legal public access on or through the airport property and the Federal Aviation Administration (FAA) will not allow the DOT&PF to grant new public access due to flight safety concerns; and WHEREAS, the public will continue to have the right to navigate on the water and to walk on the exposed tidelands at low tide; and WHEREAS, fire protection for the Seward Airport is provided by tank water on both Seward Fire Engines and Tankers provided by an automatic aid agreement with Bear Creek Fire Department; and 188 CITY OF SEWARD, ALASKA RESOLUTION 2022-096 WHEREAS, extending and installing utilities to the leased lots on the Seward Airport property is not an eligible cost for federal funding; and WHEREAS, the Kenai Peninsula Borough requires documentation from the City of Seward that the conditions from Section 2 in Resolution 2021-014 are no longer required before they can grant approval of the final replat; and WHEREAS, the State of Alaska DOT&PF has requested that the Preliminary ROW Acquisition plat for the Seward Airport be reviewed again by the City of Seward and recommended to the Kenai Peninsula Borough; and WHEREAS, this Preliminary platting action recommends the replat of Parcel 1, owned by Civil Air Patrol in Sec 34 & 35, TIN, R1W, Seward Meridian SW That Point of the WI/2 of USS 722 as per W/D 24 @ 12; physical location 2200 Airport Road; and WHEREAS, this Preliminary platting action recommends the replat of Parcel 5, owned by the City of Seward located in the tidelands south of TIN & 1SR 1W Sec 34, 35, 2 & 3 Seward Meridian SW That Point Known as the Seward Airport; and WHEREAS, Parcel 1 is located in a Resource Management (RM) Zoning District; and WHEREAS, Parcel 5 is located in Tidelands, and does not have a specific Zoning District; and WHEREAS, a subdivision installation agreement is not required for this ROW Acquisition Plat since per the definition of a subdivision, the land being acquired will not be used for "future sale, lease, or building development" § 16.01.010; and WHEREAS, all conditions required by Seward City Code § 16.01.015, Conditions to plat approval, were met; the property owners within 300 feet of the requested replat were notified, and the property was posted with public notice signage; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The Seward City Council hereby recommends Kenai Peninsula Borough approval of the Preliminary Right of Way (ROW) Acquisition Plat for the Seward Airport located in T 1N & I R 1W Sec 34, 35, 2 & 3, Seward Meridian SW, That Point Known as the Seward Airport, Physical Location, 2310 Airport Road; acquiring and replatting various legals located in Sec 34, 35, 2 & 3, Seward Meridian SW. Section 2. This resolution shall take effect immediately upon adoption. 189 CITY OF SEWARD, ALASKA RESOLUTION 2022-096 PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 12th day of September, 2022. AYES: NOES: ABSENT: ABSTAIN: ATTEST: Brenda J. Ballou, MMC City Clerk (City Seal) THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 190 '-! o 9,�" 144 N. Binkley Street, Soldotna, Alaska 99669 • (907) 714-2200 • (907) 714-2378 Fax PRELIMINARY PLAT SUBMITTAL FORM ❑✓ PRELIMINARY PLAT REVISED PRELIMINARY PLAT (no fee required) PHASED PRELIMINARY PLAT[-] PRELIMINARY PLAT FOR PRIVATE STREETS / GATED SUBDIVISION - all requirements of chapter 20, excluding 20.30.210 and 20.50 apply and must be met. SUBDIVISION PLAT NAME: must be a unique name, contact staff for assistance if needed. Right of 18Lay-Acquisition Elat for Seward Airpoit Improvements PROPERTY INFORMATION: legal description various legals located with portions of: Section, Township, Range Sec 2 & 3, T1 S, R1 W and Sec 24 & 35, T1 N, R1 W, SM General area description Seward Airport City (if applicable) Seward I Total Acreage SURVEYOR Company: AK DOT&PF Contact Person: Louise HOO er, Mailing Address: 4111 Aviation Ave City, State, zip Anchorage, AK 99502 Phone: 907-269-0713 e-mail: louise.hooyer(Dalaslca.gov PROPOSED WASTEWATER AND WATER SUPPLY WASTEWATERQon site✓ City ❑community WATER[an site Eyity ❑community SUBMITTAL REQUIREMENTS A preliminary plat application will be scheduled for the next available ptat committee meeting after a complete application has been received. ❑ 1- full size paper copy ❑ 7 - reduced sized drawing (11 x 17) a preliminary plat NON-REFUNDABLE submittal fee 400 ❑ City Planning Commission minutes when located within city limits or Bridge Creek Watershed District ❑ certificate to plat for ALL parcels included in the subdivision n documentation showing proof of signatory authority (partnerships, corporations, estates, trusts, etc.) ❑ ALL requirements of KPB 20,25.070 (see page 2 for checklist) and KPB 20.25.080 EXCEPTIONS REQUESTED TO PLATTING CODE: A letter, to be presented to the commission, with substantial evidence justifying the requested exception and fully stating thegrounds forthe exception request, and the facts relied upon, MUST be attached to this submittal. 1. 2, 3. APPLICANT: SIGNATURES OF ALL LEGAL PROPERTY OWNERS ARE REQUIRED. Additional signature sheets can be attached. When signing on behalf of another individual, estate, corporation, LLC, partnership, etc., documentation is required to show authority of the individual(s) signing. Contact KPB staff for clarification if needed. OWNER(s) Name (printed): Signature: Phone: e-mail: Name (printed): Signature: Phone: e-mail: ' Name (printed): Signature: Phone: e-mail: FOR OFFICE USE ONLY RECEIVED BY DATE SURM17TFD KPB FILE g 191 Cr° n U s Y== = ga 17 o t z J ~ N F- O j s 3 Qa�03� ¢ O a A" � � K ti F ¢ U Ya `- ....... 2 _ o E 2 2 E - U i 'D" - CO r � `ti aaK On%fr F_ L U) O w~ O Q H a s 4_ O z 1. U a a f � NO3°510t'W 2577.96'� 1 N¢ O o < h° C7 w �( a \ e < `' o .. ° s' • �ro/per o � z 4 � 3.9E,9D.OSN� y es \ Y s9e s°e z. w d� O a , Al °y e 12.1 d� O z F o o zo 12 9 O 3758 E252p 35 Nee° �55 z po 1. 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JQ WW\o wn 88 ry � • 2 (SO°00'OOE 98204)(RI). �k \ 09 W 735.51276.22'J' ._ S00°3209"E115913 3915E 436 6911Ri_l: 150 N9^Gfi t,43 2_ J �) m j o m n OR Pb (S8)(.Z9 I I,93.9L,'N) 3H M"L6YC°00S br tt W 0� 3a KOj % "Nl O(NO°00'00"W 2168VT) (R2) N00'30'41"W 2167.17' N00'31'46"W 734.11' LEIRER INDUSTRIAL SUBDIVISION \ PLAT 2002-1 B E I a O 3 n l a Q O I z J -• 3 O \ ro W 4 z 3 a M o W U o o n m O x 8 Q Z goa w a e a O ." y WIN ,_ ht L�L as'esei VI-� a Ml ias Eisso.zz y ��� ,� bB U z g Z o a Z Q r O j€ a w _ Y o n F 8 0 U y W N i U Ci W rafLL U H s. _ O O G K Lu w N O s a WOW 8 ay, 00 o oD$ r rg z y4\d's—gar vi =Q9 �`.¢ Novo 6.0 - � z SOS Fo ' &m�&o \U O(m^\ �- c 0 a a o Z � ^ LL I ❑ O�� v Wind one & Segmented Circle ASOS Pad Buil( Wind PAPI Legend Runway Safety Area (RSA) Pavement Limits -- Fill Limits Clearing and Grubbing Clearing Only Selective Clearing ®Taxiway/Runway Removal Seward Airport Boundary 0 750 1,500 Feet N Seward, Alaska Date: 2/12/2021 1 71`igure: 1 Elimi a State of Alaska Department of Transportation and Public Facilities Central Region 7 Seward LAYOUT PLAN GUIDELINES FOR RECONSIDERATION 198 AGENDASTATEMENT Meeting Date: September 12, 2022 From: Brenda Ballou, City Clerk Agenda Item: Guidelines for Reconsideration BACKGROUND & JUSTIFICATION On August 8, 2022, the Seward City Council introduced Ordinance 2022-010, and on August 22, 2022 the ordinance had a public hearing and was enacted. On August 22, 2022, the city clerk received a written request from Council Member Casagranda to reconsider the ordinance. Council Member Casagranda voted on the prevailing side, and submitted the request prior to 5:00 p.m. the following day, and so the request is considered timely. ORDINANCE Ordinance 2022-010, Amending Seward City Code Title 1 — General Provisions. PROCEDURE FOR RECONSIDERATION Seward City Code 2.10.065 (e) Reconsideration. A motion to reconsider may be applied to any ordinance, resolution or action of the council and has precedence over all motions except the motion to adjourn. (1) A councilmember may make a motion to reconsider only if: a. The councilmember voted on the prevailing side on the question to be reconsidered; b. The councilmember makes the motion to reconsider on the same day and at the same meeting at which the vote to be reconsidered was taken; or c. The councilmember files with the clerk not later than 5:00 p.m. on the first city business day following the day on which the vote was taken a notice of intent to reconsider and then makes the motion to reconsider at the next regular council meeting. The councilmember may file by telephone provided that the notice of intent to reconsider is signed before the motion is considered. (2) A motion for reconsideration requires a two-thirds vote to carry. (3) For the purposes of this section, a council meeting which is recessed and reconvened on a different day shall constitute one meeting. The reconvened session of such a meeting shall not constitute the next regular council meeting as that term is used in this section. 199 (4) Only one motion to reconsider shall be entertained on any ordinance, resolution or other action even if the council overturns the original action. If a motion to reconsider a particular ordinance, resolution or other action fails, a second motion to reconsider the same action shall not be in order. (5) Actions which may not be reconsidered. The following motions may not be reconsidered: a. A motion which can be renewed within a reasonable time; b. An affirmative vote whose provisions have been partly carried out; c. An affirmative vote in the nature of a contract when the party to the contract has been notified of the outcome; d. Any vote which has caused something to be done which it is impossible to undo; e. A vote on a motion to reconsider; or f. When practically the same result can be obtained by some other parliamentary motion. (Ord. 482, § 1(part), 1980; Ord. 93-14) GUIDELINES FOR THE MOTION TO RECONSIDER 1. Motion to Reconsider 2. Second 3. Discussion is allowed on the motion to reconsider (not on the merits of the resolution) 4. Vote must pass by 2/3 to carry If the motion to reconsider is approved, the resolution will go back on the floor in its last state prior to the final vote on the main motion. It can then be amended. If the motion to reconsider fails, the resolution stands. 2/3 Vote Chart 7 council = 5 votes 6 council = 4 votes 5 council = 4 votes 4 council = 3 votes 200 IRECEIVED AUG 2 2 2022 OFF ICE OF THE CITY CLEW ���us� 22, zo2z ON 201 Ordinance 2022-010 Documents: • Agenda Statement • Ordinance 2022-010 202 City Council Agenda Statement Meeting Date: August 8, 2022 To: City Council From: Brenda Ballou, City Clerk Agenda Item: Ordinance 2022-010: Amending Seward City Code Title 1 — General Provisions Background and Justification: The purpose of this ordinance is to amend Seward City Code Title 1— General Provisions as part of the city's recodification effort. Key: Many of the changes recommended in this ordinance are either formatting/grammatical or are self- evident from the reading; all have been identified in the table below. Items marked with an asterisk (*) represent a more significant change. The Source column indicates who brought the change forward (Atty=City Attorney, Mgr=City Manager, Clerk=City Clerk) Code Citation Source Amendment 1.01.010 Atty, Clerk Adding a provision to recognize "SCC" as the acronym for Seward City Code Atty, Clerk Adding a definition for "AS" to recognize references to Alaska Statute Atty, Clerk Cleaning up the definition of "City" Atty, Clerk Adding a definition for "Delegation of authority" 1.01.015 Atty Removing the definition for "In the city" because it is not a phrase used in the code Atty, Clerk Adding a definition for "Must" Atty, Clerk In the definition for "Officers...", adding a reference to SCC 2.35.010 to ensure the most comprehensive and inclusive definition of "employee" Atty, Clerk Cleaning up the definition of "State" 1.01.035 Atty Adding language to clarify the interpretation of Catchlines 1.01.040 Mgr To improve readability 1.01.045 Mgr Formatting and to improve readability 1.01.050 Mgr Formatting and to improve readability 1.01.052 Mgr Assigning responsibility for an action 1.01.055 * Atty Deleting an entire section as obsolete Atty Changing the fine from $300 to $1,000; in keeping with AS 29.25.070 a * Atty, Clerk Adding a provision to include attorne 's fees and costs incurred by the city 1.05.010 Atty Adding a provision to compound offenses daily Atty Adding a provision for a comparable state crime 1.10.010 * Atty Creating an entirely new section for Minor Offenses (including definitions, procedure, disposition) and establishing a Fine Schedule 203 Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ This legislation (✓): Creates revenue in the amount of: Creates expenditure in amount of: Creates a savings in the amount of: Has no fiscal impact Funds are (✓): Budgeted Line item(s): Not budgeted Not applicable Finance Signature: N/A Attorney Review ✓ Yes Attorney Signature: Not applicable Comments: Administration Recommendation e✓ Adopt Ordinance Other: 204 Sponsored by: City Clerk Introduction: August 8, 2022 Public Hearing: August 22, 2022 Enactment: August 22, 2022 Reconsideration: September 12, 2022 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, AMENDING SEWARD CITY CODE TITLE 1 — GENERAL PROVISIONS WHEREAS, in May, 2020, Seward City Council approved Resolution 2020-040 to review, update, and recodify Seward City Code; and WHEREAS, there are 16 Titles contained in Seward City Code; and WHEREAS, due to the sheer volume of material to be reviewed, it is more efficient and reasonable to provide the changes in smaller, more manageable portions for consideration; and WHEREAS, to that end, this ordinance is focused specifically on Title 1 — General Provisions, and reflects input from the city attorney, city manager (including from department heads), and city clerk. NOW, THEREFORE, THE CITY OF SEWARD ORDAINS that: Section 1. Seward City Code Title 1 — General Provisions is hereby amended as follows: (Deletions = Bold Strikethrou ; Additions = Bold Underlined Italics.) Chapter 1.01. - General Provisions 1.01.010. - How code designated and cited. The ordinances embraced in this and the following titles and sections shall constitute and be designated "The Code of the City of Seward, Alaska," and may be so cited. Such code may also be cited as the "Seward City Code-" and may be abbreviated as "SCC. " (1960 Code, § 1; Ord. 610, 1988) 1.01.015. - Definitions and rules of construction. In the construction of this code and all other ordinances of the city, the following rules shall be observed, unless such construction would be inconsistent with the manifest intent of the city council or the context clearly requires otherwise: Action. The word "action" includes any matter or proceeding in a court, civil or criminal. AS. The abbreviation "AS" refers to Alaska Statutes as now or hereafter amended 205 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 City. The word-R "+he city" " shall be construed as if followed by the words "of Seward, Alaska." Code. The words "the code" or "this code" shall mean the code of the city of Seward, Alaska. Computation of time. The time within which an act is required to be done is computed by excluding the first day and including the last, unless the last day is a Saturday, Sunday or legal holiday, in which case the last day shall be the next succeeding business day. Council or city council. Whenever the words "council" or "city council" are used, it shall be construed to mean the city council of the city of Seward, Alaska. Day. A day is the period of time between any midnight and the midnight following. Daytime, nighttime. "Daytime" is the period of time between sunrise and sunset. "Nighttime" is the period of time between sunset and sunrise. Delezation of authority. Whenever a provision appears requiring a city officer or city employee to do an act, it is to be construed to authorize the officer or employee to desi,-pate, delezate and authorize subordinates to perform the required act. Gender. The masculine gender includes the feminine and neuter, and when the sense so indicates, words of the neuter gender may refer to any gender. ht the ei&-. The words "in " or- "in this eity" shall mean and inelude all territory over- whieh the eity now has or shall hereafte Fisdietion for- the exer-eise of its polie-e powers or- other- r-egtdator-y powem-. Joint authority. All words giving joint authority to three or more persons or officers shall be construed as giving such authority to a majority of such persons or officers. Month. The word "month" shall mean a calendar month. Must. The term "must" is construed as bein,- mandatory. Number. The singular number includes the plural, and the plural includes the singular. Oath. "Oath" includes affirmation or declaration. Officers, officials, offices, employees, departments, boards and commissions. Whenever any officer, official, office, employee, department, board or commission is referred to, including when used in Section 2.35.010, it shall mean an officer, official, office, employee, department, board or commission of the city, unless the context clearly indicates otherwise. Or, and. "Or" may be read "and," and "and" may be read "or," if the sense requires it. Owner. The word "owner" applied to a building or land, shall include any part owner, joint owner, tenant in common, tenant in partnership, joint tenant or tenant by the entirety of the whole or of a part of such building or land, or vendee in possession under a land sale contract. Person. "Person" includes corporations, companies, associations, firms, partnerships, organizations, business trusts or societies, as well as individuals. Personal property and personalty. "Personal property" and "personalty" include household goods, effects, furniture, chattels, goods, wares, merchandise, gold dust, money on deposit inside or outside the city, boats or vessels owned or registered in the city, capital invested in the city, debts due or to become due from solvent debtors, whether on account, contract, note, mortgage, or otherwise, public stocks, or stocks or shares in incorporated companies, and property of every nature and kind not included in the term real property. 206 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 Preceding, following. The words "preceding" and "following" mean next before and next after, respectively. Process. "Process" includes a writ or summons issued in the course of judicial proceedings of either a civil or criminal nature. Property. The word "property" shall include real and personal property. Real property and land. The words "real property" and "land" shall include land, buildings, structures, improvements and fixtures on land, and all possessory rights and privileges appertaining to it. Registered mail. When the use of "registered mail" is authorized or required, certified mail, with return receipt requested, may be used. Shall, may. "Shall" is mandatory and "may" is permissive. Signature or subscription by mark. "Signature" or "subscription" includes a mark when the signer or subscriber cannot write, such signer's or subscriber's name being written near the mark by a witness who writes his own name near the signer's or subscriber's name; but a signature or subscription by mark can be acknowledged or can serve as a signature or subscription to a sworn statement only when two witnesses so sign their own names thereto. State. The words "the state" or- "this -stet shall be construed to mean the State of Alaska. Tenses. The present tense includes the past and future tenses, and the future includes the present. Tract. "Tract" includes land or parcels of land which may be separately assessed. Week. A week consists of seven consecutive days. Writing. Writing includes printing. Year. The word "year" shall mean a calendar year, except where otherwise provided. (1960 Code, § 2; Ord. 612, § 1, 1989) 1.01.020. - Interpretation of code. In the interpretation and application of any provisions of this code, it shall be held to the minimum requirements adopted for the promotion of the public health, safety, comfort, convenience and general welfare. Where any provision of the code imposes greater restrictions upon the subject matter than the general provisions imposed by the code, the provision imposing the greater restriction or regulation shall be deemed to be controlling. (1960 Code, § 2) 1.01.025. - Provisions considered as continuations of existing ordinances. The provisions appearing in this code, so far as they are in substance the same as those of ordinances existing at the time of the effective date of this code, shall be considered as continuations thereof and not as new enactments. (Ord. 378, 1971) 1.01.030. - Effect of repeal of ordinances. 207 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 A. The repeal of any prior ordinance of the city by any subsequent ordinance shall not operate to revive the provisions of any ordinance which may have been repealed by such prior ordinance, unless such revival shall be expressly provided for. B. Ordinances repealed remain in force for the trial and punishment of all past violations of them, and for the recovery of penalties and forfeitures already incurred, and for the preservation of all rights and remedies existing by them and so far as they apply, to any office, trust, proceeding, right, contract or event already affected by them. (1960 Code, § 4) 1.01.035. - Catchlines of sections. A. The catchlines of she sever -al sections o this code are intended as mere catchwords to indicate the contents of the section, and shall not be deemed or taken to be the title of sH# the sections, nor as any part of the section, nor shall they be so deemed when any of so# the sections, including the catchlines are amended or reenacted, unless expressly so provided. B. The history or source notes appearinz in parentheses after sections in this code are not intended to have any lezal effect, but are merely intended to indicate the source of matter contained in this section. C. Editor's notes and state law references which appear after sections or subsections of this code or which otherwise appear in footnote form are provided for the convenience of the user of this code and have no lezal effect. D. All references to chapters, articles, divisions, subdivisions or sections are to chapters, articles, divisions, subdivisions or sections of this code, unless otherwise specified. (1960 Code, § 3) 1.01.040. - Severability of parts of code. The sections, paragraphs, sentences, clauses and phrases of this code are severable, and if any phrase, clause, sentence, paragraph or section of this code shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, sueh the unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this code. (1960 Code, § 5) 1.01.045. - Amendments to code; effect of new ordinances; amendatory language. A. (a-) Ordinances amending or repealing. 1. All ordinances passed subsequent to this code which amend, repeal or in any way affect this code, may be numbered in accordance with the numbering system of this code and printed for inclusion herein. 2. In the case of repealed titles, chapters, sections and subsections or any part thereof, by subsequent ordinances, sueh the repealed portions may be excluded from the code by omission from reprinted pages affected thereby. The subsequent ordinances as numbered and printed or omitted, in the case of repeal, shall be prima facie evidence of sueh the 208 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 subsequent ordinances until sw# the time that this code and subsequent ordinances numbered or omitted are re -adopted as a new code by the city council. B. (b4Amendments by specific reference. Amendments to any of the provisions of this code shall be made by amending such provisions by specific reference to the section number of this code in the following language: "That section of the code of the city of Seward, Alaska, is hereby amended to read as follows: " The new provisions shall then be set out in full as desired. C. (e) New sections. In the event a new section not her z previously existing in the Code is to-4e added, the following language shall be used: "fit The code of the city of Seward, Alaska, is hereby amended by adding of section, to-4e numbered which section reads as follows: " The new section shall then be set out in full as desired. D. (}All sections, subsections, articles, divisions, chapters, titles or provisions desired to be repealed must be specifically repealed by section, subsection, article, division, chapter or title number, as the case may be. (1960 Code, § 6; Ord. 610, 1988) 1.01.050. - Altering code. A. It shall be unlawful for any person in the eity to change or amend by additions or deletions, any part of portion of this code or to insert or delete pages, or portions thereof, or to alter or tamper with the code in any manner whatsoever except by ordinance or- r-esolution or other official act of the city council, which will cause the law of the city to be misrepresented thereby. B. Any person violating this section shall be punished as provided in this code. the -Eke (1960 Code, Sec. 7; Ord. 610, 1988) 1.01.052. - Revising code. A. The city clerk, with advice and assistance of the city attorney, is the revisor of ordinances and shall revise for consolidation into the city code all ordinances of a zeneral and permanent nature. B. The revisor shall edit and revise the ordinances for consolidation without changing the meaning of any ordinance. C. Subject to the general policies which may be promulgated by the council for the preparation and publication of code supplements, the revisor, subject to review by the city attorney, may make the following editorial revisions during the codification process: L (4) Renumber sections, parts of sections, articles, chapters and titles; 2. (-2) Change the wording of catchlines and change or provide new titles for articles, chapters and titles; 3. (-3) Change capitalization, format, tense for the purpose of uniformity; 4. (4) Substitute the proper designation for the terms, "the preceding section," "this ordinance," and like terms; 209 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 5. (S) Strike out figures if they are merely a repetition of written words or vice versa, or substitute figures for written words or vice versa for the purpose of uniformity; 6. (6) Correct manifest errors which are clerical, typographical, or errors in spelling, grammar, or errors by way of additions or omissions; 7. (7) Correct manifest errors in references to laws, ordinances or other sections of this code; 8. (4) Rearrange sections, combine sections, divide long sections into two or more sections, and rearrange the order of sections to conform to a logical arrangement of subject matter as may most generally be followed in the Seward City Code. (Ord. 612, § 2, 1989) to All resolutions heretofore enaeted whieh purport >repeal,amend, , eonfir-med, have the ; provided, hereby that the no sueh resoluti shall stattis of an or-dinanee unless the tide or eontents of sueh and shall not aequir-e resolution elearly shows an intent stattis to have of an the or-dinanee effeet of at+ 1.01.060. - Publication or posting of administrative rules and regulations. All rules and regulations made by any administrative officer subject to approval by the council under the provisions of this code shall be published either by one publication in a newspaper of general circulation in the city or by posting a copy thereof for ten days following their approval by the city council on the city bulletin board in the lobby of city hall. (1960 Code, § 12) Chapter 1.05. - Violations and Penalties 1.05.010. - General penalty; continuing violations. A. (-a) Punishable by fine. Whenever in this code or any other ordinance or resolution, any rule, regulation or order duly promulgated by any officer or agency of the city., any act is prohibited or is declared to be unlawful or an offense or a misdemeanor, or the doing of any act is required or the failure to do any act is declared to be unlawful or an offense or a misdemeanor, where no specific penalty is provided therefor, the violation of any such provision of such code or any other ordinance or resolution or such rule, regulation or order shall be punished by a fine not exceeding $300.00. $1.000.00. B. (4) Civil action penalties. 1. The city or an aggrieved person may institute a civil action against a person who violates a provision of this code or any other ordinance or resolution, or any rule, regulation or order duly promulgated by any officer or agency of the city. In addition to injunctive and compensatory relief, a civil penalty not to exceed $1,000.00 may be imposed for each 210 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 violation alon,- with all reasonable attorney's fees and costs incurred by the City to the fullest extent allowed by law. 2. An action to enjoin a violation may be brought notwithstanding the availability of any other remedy. On application for injunctive relief and a finding of a violation or a threatened violation, the superior court shall grant the injunction. C. (E) Constitution of separate offense. Except where otherwise provided, each act of violation and every day or part of a day any violation of this code or any other ordinance or resolution or rule, regulation or order shall continue shall constitute a separate offense. D. (d) Application of penalty. The penalties provided by this section shall, unless another penalty is expressly provided, apply to the amendments of any section of this code, whether or not such penalties are reenacted in the amendatory ordinance. E. (-e} Comparable state crime. If there is a comparable state crime under AS 11 or AS 28 for any act or failure to act that is a violation of a provision of this code, the penalty prescribed in this code shall be applied so as not to impose a greater punishment than that imposed for a violation of the state crime. (1960 Code, § 8; Ord. 378; Ord. 94-32) 1.05.015. - Aiding or abetting violations. The prohibition of any act in this code or any other ordinance, and in any rule or regulation adopted hereunder, shall include the causing, securing, aiding or abetting of another person to do such act. (1960 Code, § 11) 1.05.020. - Violations of state law. No person shall violate any law of the state, nor any rule or regulation adopted by any duly authorized agency of the state; and no enumeration of particular laws, rules or regulations in ordinances or resolutions of the city shall be held to be exclusive. (1960 Code, § 10) Chapter 1.10 - Minor Offenses 1.10.010 - Definitions. The followinz words, terms and phrases, when used in this title, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaninz: "Chaminz document" means a citation, notice of violation or complaint alle-inz a violation of this Code. "Code enforcement officer" means any person properly desi,-nated to enforce any or all Provisions of this Code, includinz but not limited to municipal police officers, buildinz safety officers, zonin,- enforcement officers, animal control officers, or other authorized representatives of the city. 211 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 1.10.020 - Procedure. A. The charge for a violation of a code provision may be brou'-ht by a peace officer, the city manazer, or the city official responsible for the administration and enforcement of the code provision which has been violated. A violation that is considered a minor offense shall be -overned by the Alaska Rules of Minor Offense Procedure. B. The city shall use the Alaska Uniform Citation form, or the electronic version if authorized, to provide notice to anyone accused of committinz a minor offense under any provision of this Code. 1.10.030 - Disposition of optional court appearance offenses. A. A defendant charg-ed with a minor offense for which a bail forfeiture amount has been established by Supreme Court order or for which a scheduled fine amount has been established by statute or city ordinance must within 30 days after the citation was issued: 1. Appear for arrai,-nment at the time and place indicated on the citation; or 2. Enter a plea of not -uilty and request trial by mailing or delivering a signed plea as directed on the citation; or 3. Enter a plea of no contest and submit payment of the citation, plus any surcharge established by statute, as directed on the citation; or 4. Provide proof of compliance to a law enforcement a,-ency if a statute, re,-ulation, or ordinance permits dismissal of the citation upon a showin'- of compliance, except that Proof of compliance also may be made to the court for violation ofAS 28.15.131 (failure to carry or exhibit license) or AS 28.22.019 (proof of insurance). The court shall dismiss the citation upon notification from the agency or proof of compliance. B. A defendant who mails or delivers an unsi,-ned copy of the citation with the defendant's Payment will be deemed to have entered a plea of no contest unless the defendant desi'-pates otherwise. 1.10.040 - Disposition of mandatory court appearance offenses. A defendant charged with a minor offense for which a court appearance is declared mandatory on the citation, or for which no bail forfeiture amount has been established by Supreme Court order and for which no scheduled fine amount has been established by statute or city ordinance must. A. Appear for arrai,-nment at the time and place indicated on the citation or summons. Arrai,-nment must be conducted in accordance with Criminal Rule 5(c), to the extent applicable to Minor Offenses; or B. Provide proof of compliance to a law enforcement a,-ency if a statute, re-ulation, or ordinance permits dismissal of the citation upon a showin'- of compliance. The court or municipality shall dismiss the citation upon notification from the azency. LI0.050 - Ordinances affectinz minor offenses sent to city attorney. Immediately after the city council enacts a code ordinance affectinz, creatin,-, or eliminatinz a minor offense, the city attorney or city clerk shall submit any necessary updates 212 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 to the Alaska Court System for inclusion in the Uniform Minor Offense Table. Submissions by the city clerk shall be copied to the city attorney. 1.10.060 - Minor offense fine schedule. A. In accordance with AS 29.25.070(a), citations for the followin'- offenses may be disposed of as provided in AS 12.25.195-.230, without a court appearance, upon payment of the fine amounts listed below, plus the state surcharge required by AS 12.55.039 and AS 29.25.074. Fines must be paid to the court. B. The Alaska Court System's Rules of Minor Offense Procedure apply to all offenses listed below. C. If a person charged with one of these offenses appears in court and is found '-uilty, the penalty imposed for the offense may not exceed the fine schedule amount listed in the current, adopted fine schedule. D. Citations char, -in,- these offenses must meet the requirements of the Rules ofMinor Offense Procedure. E. The fine amounts listed in the current, adopted fine schedule are doubled for motor vehicle or traffic offenses committed in a hi,-hway work zone or traffic safety corridor, as those terms are defined in AS 28.90.990 and 13 AA 40.010(b). F. An offense listed in the current, adopted fine schedule may not be disposed of without court appearance if the offense is in connection with a motor vehicle accident that results in the death of a person. G. The fines listed in the current, adopted fine schedule may not be iudicially reduced SCC Reference Offense Fine Chapter 9.05 - Animals and Fowl 9.05.150 Cruelty to animals $1,000 9.05.155(a) Failure to remove fecal matter $100 9.05.210 Failure to license dog $50 9.05.220 Failure to attach collar and tad $25 9.05.222 Attach ta,- to other than licensed animal $25 9.05.224(a) Removal of license by non -owner $100 9.05.224(b) Counterfeit license or certificate $100 9.05.234 Vicious do,- at lar,-e $100 9.05.236 Failure to post premises $100 9.05.240 Animal at lar,-e $50 9.05.254 Retention of animal without owner's consent $100 9.05.258 Failure to vaccinate $250 9.05.310 Trappin,- prohibited $100 9.05.315 Huntin,- prohibited $100 9.05.410 Dischar,-e of firearms prohibited $100 213 CITY OF SEWARD, ALASKA ORDINANCE 2022-010 Chapter 9.15 Fire Prevention 9.15.125 Failure to correct tire hazard $100 9.15.150 False alarm $100 9.15.310 Failure to obtain explosives permit $250 9.15.320(a) Exceedinz explosives limit $250 9.15.320(c) Failure to properly handle explosives %land] $250 9.15.330(a) Failure to properly handle explosives [vessel] $250 9.15.330(b) Failure to supervise handlinz of explosives $100 9.15.330(c) Unlawful vehicle transport of explosives $250 9.15.330(d) Failure to secure access to explosives loading $100 area 9.15.335 Failure to obtain blasting permit $250 9.15.340 Failure to obtain explosives storage permit $250 9.15.345 Unsafe explosives handling $250 Chapter 9.20 Public Nuisances 9.20.080 Interference with city employees $250 Chapter 9.25 Noise Control 9.25.020(a) Excessive noise $100 Chapter 9.30 Marijuana Extraction Equipment 9.30.010 Use of unapproved mariivana extraction $100 equipment Chapter 9.35 Plastic Ba,-s and Polystyrene Containers 9.35.015(A) Unlawful provision of plastic carry -out ba,-s $50 9.35.020 Unlawful provision of polystyrene foam $50 Section 2. This ordinance shall take effect ten (10) days following its enactment. ENACTED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA this 22nd day of August, 2022. THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 214 Brenda Ballou From: Ristine Casagranda<rissie@coastalheritageproperties.com> Sent: Tuesday, August 23, 2022 11:24 AM To: Brenda Ballou Subject: Ordinance 2022-011 External Email: This emall orlglnated from outside of the organizatlon. Do not click Ilnks or open attachments unless you recognize the sender and know the content Is safe. Brenda, I would like to bring ordinance 2022-011 back for reconsiderations. Thank you, Ristine Casagranda RECEIVED AUG 2 3 2022 OFFICE OF THE CITY CLERK 1 215 Ordinance 2022-011 Documents: • Agenda Statement • Ordinance 2022-011 • Attachments: o City Council Rules of Procedures — Rules Only (cross reference with Chapter 2.10) o City Council Rules of Procedures (Entire Document) 216 City Council Agenda Statement Meeting Date: August 8, 2022 To: City Council From: Janette Bower, City Manager Agenda Item: Ordinance 2022-011: Amending Seward City Code Chapter 2.10 City Council to Integrate the Rules from the City Council Rules of Procedures and to Provide for Clarifying Amendments Background and justification: The purpose of this ordinance is to amend Chapter 2.10 to integrate the rules from the City Council Rules of Procedures (CCROP) into the Code. Integrating the rules lessens confusion between the Code and CCROP and eliminates conflicting language as well. Grammatical amendments and clarifying have been incorporated throughout the chapter. Please note that not all CCROP rules have been integrated because some of them are procedural and not substantive in nature. The chapter has been amended as follows: Amended Ordinance Amendment code section Page # 2.10.005 Composition. 1 New section enacting language regarding the council's composition. Note: the language is from Charter Section 3.1. 2.10.007 Powers and duties New section enacting language regarding the council's generally. 1 powers and duties. Note: the language is from Charter Section 3.1. 2.10.010 Eligibility for elective 1 Updated bulleting. Note: the language is from Charter city office. Section 2.2. 2.10.012 Terms of office. 1 New section enacting language regarding the council's term of office. Note: the language is from Charter Section 3.1. 2.10.015 Election of mayor 2 Bulleted, struck language no longer applicable. Note: the and council. language is from Charter Section 3.2. 2.10.020 Organization of the Updated bulleting. Note: the language in subsection A and B council. 2 are from CCROP Rule 4. Subsection C is from CCROP Rule 19. 2.10.025 Duties of mayor, 2 Updated bulleting. Note: the language is from Charter vice -mayor, acting mayor. Section 3.4 and CCROP Rule 5. New section enacting language regarding public meetings. A 2.10.027 Public meetings. 2 portion of the language was previously in section 2.10.030 and CCROP Rule 3. Updated bulleting. (a) moved to 2.10.027. Executive session 2.10.030 Meetings. 3 language moved to 2.10.033. Language is from CCROP Rule 1, 2, 8, and 10, and Charter Section 3.5. 2.10.031 Meetings — time restrictions, uncompleted 4 The language is struck and moved to 2.10.036. agenda. 2.10.032 — Notice of meeting. 4 The language is struck and moved to 2.10.041. The language was in 2.10.030. It has been updated and 2.10.033 Executive sessions. 4 moved to this new section. Portions of the language are from Charter Section 3.5 and CCROP Executive Session. 217 Amended Ordinance Amendment code section Page # 2.10.036 Meetings — time The language was in 2.10.031. It has been updated and restrictions, uncompleted 5 moved to this new section. The language is from CCROP agenda. Rule 2. 2.10.041 Meeting notification. 5 The language was in 2.10.032. It has been updated and moved to this new section. 2.10.046 Voting — sequence, Renumbered and updated bulleting. The language is from procedure, conflicts of 6 CCROP Rule 28 and Charter 3.5. The language in subsection interest. D is from 2.10.051. 2.10.051 Quorum — majority. 6 Subsection B was moved to 2.10.046 D. 2.10.045 Methods of action. 6 Language is struck. Subsection A will be included in Seward Municipal Code Chapter 2.15. Subsection B is 2.10.115. Bulleted and language from Charter was brought in. The 2.10.056 Vacancy on council. 6 language regarding filling vacancies is from Rule 37 of CCROP. 2.10.061 Excused absences. 8 The language is from CCROP Rule 7. The existing language references the CCROP and setting the agenda order by resolution but the best place for the language is in code. Section A order of business is partial existing language and language that reflects the use of 2.10.066 Agenda. 8 action memoranda. The language also puts all consent agenda items in one section of the agenda. This makes it a lot easier for the public. Section B speaks to the use of the consent agenda and the council's ability to move consent agenda items. 2.10.071 Council packet. 10 The language is from former 2.10.055 (d) and CCROP Rule 9 a. 2.10.076 Minutes. 10 Renumbered and re-bulleted. The language is from former section 2.10.060. 2.10.081 Motions. 10 The language is from former subsection 2.10.065 and CCROP Rule 24. 2.10.086 Rules of order. 11 Renumbered and grammatical amendments. Subsection A is from CCROP Rule 24. 2.10.091 Addressing the 12 Renumbered, grammatical amendments, and subsection C council b the public. added. The language is from CCROP Rule 9 e . 2.10.096 Forms of address. 12 New section bringing in CCROP Rule 18. 2.10.100 Decorum 12 Renumbered, bulleted, and grammatical amendments 2.10.105 Council as board of 13 Renumbered adjustments. 2.10.110 Interference in Renumbered and bulleted. The language is existing and administrative service 13 reflects CCROP Rule 11. prohibited. 2.10.115 Council direction to city attorney, city clerk, or city 13 The language is from 2.10.045 (B) and CCROP Rule 17. manager. 2.10.120 Processing of council 13 Renumbered and bulleted. The language is existing and mail by the city clerk. reflects CCROP Rule 12. 2.10.125 Compensation. 14 Renumbered and bulleted. Subsection C is from CCROP Rule 21. Subsection C is from Rule 22. 2.10.130 Retirement from 14 The language is from CCROP Rule 23. council — recognition. 218 Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 2.2.8 City Government -Continue to review and update the City Code. Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ 0 This legislation (✓): Creates revenue in the amount of: $ Creates expenditure in amount of: $ Creates a savings in the amount of: $ ✓ Has no fiscal impact Funds are (): Budgeted Line item(s): Not budgeted ✓ Not applicable Finance Signature: Review ✓ Yes Attorney Signature: Not applicable Comments: Administration Recommendation e✓ Adopt Ordinance Other: 219 Sponsored by: Bower Introduction: August 8, 2022 Public Hearing: August 22, 2022 Enactment: August 22, 2022 Reconsideration: September 12, 2022 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 AN ORDINANCE OF THE SEWARD CITY COUNCIL, AMENDING SEWARD CITY CODE CHAPTER 2.10 CITY COUNCIL TO INTEGRATE THE RULES FROM THE CITY COUNCIL RULES OF PROCEDURES AND TO PROVIDE FOR CLARIFYING AMENDMENTS WHEREAS, administration desires to amend Chapter 2.10 to reflect current language and to include the governing document, the Seward City Charter; and WHEREAS, in an effort to lessen conflicting language, administration also desires to codify portions of the City Council Rules of Procedure; and WHEREAS, additional clarifying amendments were made throughout the Chapter. NOW, THEREFORE, THE CITY OF SEWARD ORDAINS that: Section 1. Seward City Code Chapter 2.10 is hereby amended to read as follows (new language is in bolded italics and underlined and deleted language is stricken): Chapter 2.10 City Council 2.10.005 Composition. The city council is composed of one mayor and six council members who are elected at lame. 2.10.007 Powers and duties generally. The city council shall exercise all of the lezislative and policy -making powers of the city and shall provide for the performance of all duties and oblizations imposed upon the city by law. 2.10.010 Eligibility for elective city office. A. (a}To be eligible to file for election to a city office a person shall be an elector of the city and shall have resided in the city or territory annexed to the city continuously for a period of not less than one year immediately preceding the date of filing. B. (b) A person appointed to fill a vacancy in an elective office must have such qualifications at the time of hi-s their appointment. C. (e)The council shall be the judge of the election and qualifications of its members. 2.10.012 Term of office. 220 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 The term of office of each council member shall be for three years and shall commence immediately before the council or-anizes followin- the council member's election. 2.10.015 Election of mayor and council. A. The mayor shall be elected by direct vote of the qualified electors every third year at the general municipal election held on the first Tuesday of October beginning in 2019, for a term of three years, holding office until that term has expired and a successor is elected and qualified. B. At the general election there shall also be elected annually two members of the city council, each to serve for a term of three years. 2.10.020 Organization of council; election of vice -mayor and seating arrangement. A. (a) The city council shall meet and organize not later than thiFt�, 30 days after each regular city election. B. (b4 At its. the organizational meeting, the council shall elect one of its members to act as vice mayor in the absence of the mayor and the mayor shall make all appointments as required of the mayor. 1. C. Council members shall occupy their respective seats in the council chamber assi,-ned to them. The seats shall be assi,-ned so the vice mayor sits on the left-hand side of the manor and other members are seated in order of seniority with those newest council members iillin the outermost seats on the dais. 2.10.025 Duties of mayor, vice -mayor, acting mayor. A. (a) Mayor. 1. The mayor shall: a. Possess all powers and shall exercise all duties required of him by law or the city council. He shall b. Be presiding officer of the council at all council meetings and recognized as the head of the city for all ceremonial purposes. He shall c. Be a member of the council with all powers and duties of that office. 2. The mayor has no re-ular administrative or executive duties. 3. The mayor shall not possess veto power. B. (4) Vice -mayor. 1. In the absence of the mayor, the vice -mayor shall possess all the powers of the mayor. 2. The vice -mayor 14e shall possess all duties provided for or required ef him by law or the city council. C. (e) Acting mayor. 1. In the absence of the mayor and the vice -mayor, and if a quorum shall be is present, the council shall choose one of its members to serve as acting mayor for that session or until the appearance of the mayor or vice -mayor. He shall 2. The acting mayor possess all duties provided for or required ef him by law or the city council. 221 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 2.10.027 Public meetin-s. A. All city council meetims, except for executive sessions, are open to the public and, with the exception of executive sessions, shall be electronically recorded. B. The public shall be ;riven a reasonable opportunity to be heard at all re;;ular and special meetims. 2.10.030 Meetings. A. (4-) Regular meetings. L Regular city council meetings of t4e eit-y ^^reel' shall be held in the Seward City Hall council chambers unless otherwise desi,-nated by the council. 2. Regular city council meetings shall be held on the second and fourth Mondays of each month at 7:00 p.m.; provided that any regular meeting may be canceled by the affirmative vote of at least four council members. B. {}Special meetings. L Special meetings may be called by the city clerk on written request of the mayor, city manager or of any two members of the city council. 2. Notice of the special meetin;; will be prepared in writin;; by the clerk. The notice must contain the time, place, and business to be transacted. 3. No business shall be transacted at any special meeting of the council except that stated in the meeting notice of meeting. 4. Special meetings shall be held at the regular meeting place of the council or at such other place as may be specified in the meeting notice. The location of the special meeting shall be selected with consideration for the reasonable accommodation of the public. C. (3) Emergency meetings. 1. In an emergency, any special meeting held for the purpose of addressing an emer;;ency; shall be a legal meeting if all members are presenti or= if there-4e is a quorum present and all absent members hffNe waived, in writing, the required notice requirements of seetion 2.10.032. 2. Waivers may be before or after the time of the meeting. 3. A waiver shall be made a part of the iournal of the meetin;; . D. (4) Work sessions. L Upon written request of the mayor, city manager, or any two members of the city council, council may hold work sessions for the purposes of planning, studying and discussing any question permitted by law. 2. No €ems action shall be taken by the council on any matters discussed in the work session until the matter is placed on *e a regular or special meeting council agenda. 222 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 3. Work sessions shall generally be held in the regular meeting place of the city council; however, the council may designate any other location provided consideration is given to the reasonable accommodation of the public. �;. fina-nees of the eity; -per-son May ost a „hl;^ disetts (4) StFat gy f chCzicgQciirciv , f l.,bO - .,.,.a Othercvirtfaetcs-•-Ffid J p4lie may be e?ie1ttded P ive session bta final aetion shall not be taken by the eatmeil E. (0 Recessed meetings. The council may recess any of its regular or special sessions to a time not beyond the next regular meeting; and the city clerk shall publish the time and date to which recessed in the best manner. F. If, after having been lawfully assembled in a properly designated location, the council determines that a condition exists which renders the location unsuitable, the council may recess the meetin- and reconvene at a different location suitable to the needs of the council. The location to which the meetin- shall be reconvened shall be made known publicly prior to recess and notices shall be posted at the place orizinally desi,-nated by the city clerk. .. .. Nil 111M .. M NO .. 223 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 2.10.033 Executive session. A. If permitted subjects will be discussed at a meetin'- in executive session, the meetin'- must first be convened as a public meetin,- and the question of holdin'- an executive session to discuss matters that are within the exceptions of subsection (D) of this section shall be determined by a majority vote of the council. B. The motion to convene in executive session must clearly and with specificity describe the subject of the proposed executive session without defeatin'- the purpose of addressin'- the subject in private. C. Subjects may not be considered at the executive session except those mentioned in the motion callin,- for the executive session unless auxiliary to the main question. D. Action may not be taken at an executive session, except to '-ive direction to an attorney or labor ne,-otiator re,-ardin,- the handlin,- of a specified legal matter or pendin,- labor nezotiations. E. Upon adoption of a motion statin,- the purpose for an executive session, the council in closed session may discuss: 1. Matters, the immediate knowled,-e of which would clearly have an adverse effect upon the finances of the public entity; 2. Subjects that tend to prejudice the reputation and character of any person, provided the person maV request a public discussion; 3. Matters which by law, municipal Charter, or ordinances are required to be confidential; 4. Matters involvin,- consideration of-overnment records that by law are not subject to public disclosure. F. This section does not apply to quasi-judicial boards when holdin'- a meetin'- solely to make a decision in an adjudicatory proceedin,-. 2.10.036 Meetin-s—Time restrictions, uncompleted a, -ends. A. Adjournment time - mandatory. 1. The council shall take no official action or address anv other item on the agenda after 11:00 p.m. and shall adjourn any re,-ular or special meetin'- no later than 11:00 p.m. 2. Adjournment is mandatory unless extended to 12: 00 a.m. by council vote. 3. In the event the a, -ends has not been completed by the time set herein, the council may adjourn the meetin,- to another day, call a special meetin,- to complete the a, -ends and adjourn, or adjourn. 224 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 B. Remaining agenda items. If the meeting is adjourned without making other provisions for completion of the agenda items, the uncompleted matters shall be presented at the next re-ularly scheduled council meetin,- under the agenda section for unfinished business. C. Presentations and public comments. The council shall not adiourn prior to 12: 00 a.m. unless all presentations and comments by members of the zeneral public have been heard. 2.10.041 Meetinz notification. A. All public notices must include the date, time, and place of meeting. B. The city clerk shall provide at least 24-hour advance public notice, settinz out the date, time, place and a,-enda or issue of the meetin,- shall be -iven for all re,-ular and special meetin,-s and work sessions of the council. 1. The notice shall be served personally on each council member, or left at the member's usual place of business or residence, or emailed by the city clerk. 2. The city manazer shall receive the notice via email by the city clerk. 3. A copy of the notice shall also be delivered or emailed to the place of business of each newspaper printed and published in the city and each radio station, but this requirement shall not be iurisdictional to the holdinz of the meetin'-s. 4. Notice delivered via e-mail and/or telephonically to media, each council member, and the city manazer, and posted in three public places at least 24 hours prior to the meeting, shall suffice as proper notice. 5. Six -hour notice for a special meeting due to an emergency shall suffice. 2.10.03-546 Voting —sequence, procedure, conflicts of interest. A. The voting sequence of the council shall be alternated for each meeting by the city clerk. B. Any vote of the council may be by voice vote upon demand of any member, either prior or subsequent to any vote. Sw4 The vote shall be by roll call. Each member shall answer by the word "yes" or "no." C. All council members, unless lawfully excused, shall vote on each question before the council. D. Four affirmative votes are required to carry any measure before the council unless a greater number is required by the code or charter. Any lesser number, even thou,-h it constitutes a maiority of the members present, shall not carry and the measure shall be defeated. E. Direct or indirect financial interest No member of the council may discuss or vote on any question in which the member has a direct or indirect substantial financial interest. 1. Direct or indirect financial interest shall be disclosed to the presiding officer prior to the beginning of debate on the question for a ruling on a request from the member with the financial interest to be excused from the discussion and vote. 2. The decision of the presiding officer on a request by a member of the city council to be excused from discussion and a vote may be overridden by the majority vote of the council. 225 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 3. If there are not at least four council members in attendance who are qualified to vote, the matter shall be tabled until the next regular or special meeting at which four council members qualified to vote on the matter are in attendance. F. A municipal employee or official, other than a member of the city council, may not participate in an official action in which the employee or official has a substantial financial interest. G. "Substantial financial interest" means a financial interest that would result in a pecuniary gain or loss exceeding $1,000.00 in a single transaction or more than $5,000.00 in the aggregate in 12 consecutive months. 2.10.04051 Quorum —majority. A- Four members of the city council shall be a quorum for the transaction of business. In the absence of a quorum, any number less than a quorum may adjourn a meeting to a later date. 2.10.056 Vacancy on council. A. The council seat shall become vacant upon the occurrence of any of the followinz: 1. Expiration of the term of office; 2. Death of the incumbent, 3. Resi,-nation approved by council, 4. Removal from office in the manner provided by law; 5. Ceasinz to possess at any time the qualifications or elizibility required by the Charter for election or appointment to office; 6. After final conviction of a felony involvinz moral turpitude, or of any offense involvinz a violation of an oath of office; 7. A iudicial determination that the incumbent is of unsound mind, 8. A decision of a competent tribunal declarinz the election or appointment of the incumbent void, 9. Failure to take the oath or make the affirmation or file the bond required for the office within ten days from the date of appointment or certification of election or within such other time not exceedin,- twenty days thereafter as the council may fix; 10. A member departs from the city with the intent of remaininz absent for more than 90 days; 11. Failure to attend council meetin-s for 90 consecutive days; 226 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 12. Attends less than five council meetinz Burin,- any continuous five -month period; 13. With the concurrence of two-thirds of its members, the council may expel one of its members for a conviction of a violation of AS 15.13 or a felony or misdemeanor described in AS 15.56 as a corrupt practice. The council shall consider that conviction Burin,- the first meetin,- followin,- final determination of the conviction. B. Fillin,- vacancies. If a vacancy occurs in an elective office, other than a vacancy occurrin,- from a recall. 1. More than two weeks before the candidate filin,- period If the vacancy occurs more than two weeks before the last time for filin'- for the offices to be filled at the next re,-ular city election, the council shall fill the vacancy by appointment within thirty days, with the person appointed servin,- until the next time when terms of elective officers be, -in. If the unexpired term of the vacated office extends beyond the next time when terms of elective officers be, -in, the office shall be filled for the remainder of the unexpired term at the next re,-ular city election. 2. Less than two weeks before the candidate film- period If the vacancy occurs no more than two weeks before the last time for filin'- declarations of candidacy for offices to be filled at the next re,-ular city election, the council shall not fill the vacancy until immediately after the council organizes followin'- such re,-ular city election, and the council then shall fill any such vacancy by appointment for the remainder of the unexpired term. C. Process for fillinz vacancies. The process for fillin'- vacancies in this section is: 1. The city clerk will distribute and publish a notice of vacancy, the procedure, and any application form for applying. 2. Each applicant will make a presentation to the council re,-ardin,- their qualifications to serve. 3. The council will then vote and si,-n ballots provided by the city clerk. 4. The city clerk will read the ballot aloud, will tabulate the votes, and announce the results to the council. 5. The council may then. by motion and voice vote affirm the annointment of the candidate receivin,- the hi, -hest number of votes and the required votes for official council action.. bsent for- mar-e than 90 days, or- shall hm,e failed to a4ead meetings of FAMM ili'JR'i. �i!'i�!'i�!ll.��Jl�eT.!!!'lltf�..lP'.!'i7: :!!ll��ilREiSlll��:f�lRll�eT.!!t'lltf.40 227 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 HIVII !!Ef!!OW., _ W ROME 2.10.061 Excused absences. A. In order for an absence to be excused, a council member shall contact the city clerk prior to a council meetinz and state the reason for their inability to attend the meeting. B. The city clerk will inform the presidin,- officer of the request for an excused absence prior to the meetin,- and the presidin,- officer will rule whether absence is excused or unexcusedl C. When callin,- the roll call for the meetin'-, the city clerk will indicate whether a member's absence was ruled to be excused or unexcused, and the clerk will make an appropriate notation in the minutes. D. If another council member questions the member's absence, the presidin'- officer will inquire if there is a motion to excuse the member. This motion is non -debatable. E. Upon passa,-e of the motion by a maiority of members present, the absent member will be considered excused and the city clerk will make an appropriate notion in the minutes. 2.10.066-5-5 Agenda. A. Order of business. The order of business for the regular meetings of the city council shall be asfollows: ' 1. Call to Order; 2. Pled,-e ofAlleziance; 3. Roll Call; 4. Citizen Comments of any Subiect Except those Items Scheduled for Public Hearin,-; 5. Approval o f A,-enda and Consent Agenda 6. Special Orders, Presentations and Reports a. Proclamations and Awards b. City Mana,-er Report c. City Clerk Report dl City Attorney Report e. Other Reports and Announcements f Presentations 7. Consent A,-enda a. Minutes of Preceding - Meeting b. Introduction of Ordinances c. Resolutions dl Action Memoranda 8. Public Hearin,-s 228 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 a. Ordinances for Enactment b. Resolutions Reguirin,- Public Hearin 9. Unfinished Business 10. New Business a. Resolutions b. Action Memoranda c. Other New Business 11. Informational Items and Reports a. Boards and Commissions Minutes 12. Citizen Comments 13. Council, and Administration Comments and Response to Citizen Comments 14. Executive Session 15. Adjournment B. Consent agenda — use o . 1. These Items on the council agenda which are considered routine by the city manager and city clerk shall be indieated by a ste -; sk- on the consent agenda. 2. Unless the mayor or a council member specifically requests that an item be removed from the consent agenda, all items appearin,- under the consent a, -ends are approved with a sin, -le motion, no discussion, and one vote. separ-ately an t4e f:egalaf- agenda, these i"ems se designated shall be appf:aved' adopted-, If an item is removed from the consent agenda, the item shall be considered under the re,-ular meetin,- a, -ends. C. Council member agenda items. Council members who wish to add items to the agenda must present the item, in writing, to the city clerk no later than 12:00 p.m. on the Tuesday precedin,- the Monday meeting. D. Prior to the final vote on the a, -ends, a council member may delete any item from the a, -ends or postponin,- any item on the agenda to a subsequent council meeting. However, if any member obiects, the member wishin- to delete or postpone an a, -ends item must make a motion to do so. The motion requires a second and must receive four affirmative votes for approvab Of: a MO&M ERA Of d that five members eans 229 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 E. No matters other than those on the agenda shall be fifially acted upon by the city council; provided, gw4 matters that seem to be emergencies or of an urgent need by the mayor, or any council member, or the city manager, with an explanation of the emergency or urgency stated in open council meeting, may with the consent of the council majority present, be considered and acted upon by the council. 2.10.071 Council packet. A. All reports, ordinances, resolutions, contracts, documents or other matters to be submitted to the council at the re-ular meeting shall be submitted to the city clerk not later than 12: 00 noon on the Tuesday precedinz the Monday meeting. B. The city clerk shall prepare the agenda for all matters according to the order of business, numberinz each item consecutively. C. A complete copy of the agenda and supporting materials shall be defi+wmd provided to each council member, tmd the city manazer, and department heads no later than 7. 00 p.m. on the Saturday precedinz the council meeting. D. The agenda packet shall be available to the public in the city clerk's office at 9: 00 a.m. on the day of the council meetin,- and in the council chambers durin,- each meeting. E. The agenda will be published in the local newspaper during the week prior to the meeting. 2.10.076" Minutes. A. (a) The minutes of the council shall be kept by the city clerk and shall be nea4ly t-ype r-44e in a book kept for that purpose with a record of each particular type of business transaction set off in paragraphs, with proper subheads.; r,.,,vide,a, thflt B. The city clerk shall be required to make a record only of the 6tleh business as was actually passed upon by a vote of the council and shall not be required to make a verbatim transcript of the proceedings; provided Fes, that a record should be made of the names &Hd address of the persons addressing the council, the *'�-�� the subject matter to which the remarks related and whether they spoke in support of or in opposition to the subject matters. Provided, however, that any council member may request that his the member's remarks on any subject be recorded in the minutes verbatim as a matter of public record. C. (b} Unless the reading of the minutes of a council meeting is requested by the majority of the council, the 6tteh minutes may be approved without reading if the clerk has previously furnished each council member with a copy ther-eef. 2.10.081 Motions. All city council le-islation shall be in the form of an affirmative motion. The affirmative vote of four members of the council is required for passage of any motion of the council, unless otherwise noted in code. 230 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 2.10.086� Rules of order debate. A. Roberts Rules of Order. All meetin,-s shall be conducted in accordance with the current edition of Robert's Rules of Order, Newly Revised. The city clerk shall serve as parliamentarian and shall advise the presidinz officer as to correct rules of procedure of specific rule application. �-�Robe-Ls Rukes of Opd r. RobeFfs Rules of Order- shall be tised B. (b) Presiding officer may debate and vote. The presiding officer may move, second and debate from the chair, subject only to stxk the limitations of debate imposed by the code and charter on all council members, and shall not be deprived of any of the rights and privileges of a council member by reason of hi-s acting as presiding officer. C. (c4 Getting the floor; improper references to be avoided. Every council member desiring to speak shall address the chair, and upon recognition by the presiding officer, shall speak eelifilie himself to the question under debate, avoiding all improper language and references to personalities. D. (-d) Interruptions. A council member, once recognized, shall not be interrupted in speaking unless 4J&e to call the member to order or as herein otherwise provided. If a council member, while speaking, is called to order he the member shall cease speaking until the question of order be determined and, if in order, Iie the member shall be permitted to proceed. E. (,e) Reconsideration. A motion to reconsider may be applied to any ordinance, resolution or action of the council and has precedence over all motions except the motion to adjourn. 1. A council member may make a motion to reconsider only if: a. The council member voted on the prevailing side on the question to be reconsidered; b. The council member makes the motion to reconsider on the same day and at the same meeting at which the vote to be reconsidered was taken; or c. The council member files with the ci clerk not later than 5:00 p.m. on the first city business day following the day on which the vote was taken a written notice of intent to reconsider and then makes the motion to reconsider at the next regular council meeting. to r-eeofisider- is signed before the motion is eensider-ed. 2. A motion for reconsideration requires a two-thirds vote to carry. 3. For the purposes of this section, a council meeting which is recessed and reconvened on a different day shall constitute one meeting. The reconvened session of such a meeting shall not constitute the next regular council meeting as that term is used in this section. 4. Only one motion to reconsider shall be entertained on any ordinance, resolution or other action even if the council overturns the original action. If a motion to reconsider a particular ordinance, resolution or other action fails, a second motion to reconsider the same action shall not be in order. 5. Actions which may not be reconsidered. The following motions may not be reconsidered: 231 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 A motion which can be renewed within a reasonable time; An affirmative vote whose provisions have been partly carried out; An affirmative vote in the nature of a contract when the party to the contract has been notified of the outcome; d. Any vote which has caused something to be done which it is impossible to undo; e. A vote on a motion to reconsider; or f. When practically the same result can be obtained by some other parliamentary motion. 2.10.091-78 Addressing the council by the public. A. (a) Generally. The council shall provide the opportunity for the public to be heard at regular and special meetings as required by AS 29.20.020 and Seward City Charter section 3.5(g). All persons desiring to address the council shall first secure the permission of the presiding officer to do so, shall approach the podium before the council and give their name, state whether they live inside or outside the city Seward city limits are esident of Seward in an audible tone of fqr t e ,,ee -,a, and, unless further time is granted by the presiding officer, shall limit their address to the time limits specified on the council azenda. i this seeti „ OF by reset itio B. (b) Public hearings. Taxp yeFs esidents ft4e e4y t4ei . a-tith fize,a legal o entatives 1. Unless further time is granted by the presiding officer, each person testifying under public hearing shall limit hi-s their presentation to five minutes. 2. The citv clerk shall make available sign-up sheets on which persons desiring to speak on items scheduled for public hearing may indicate their desire. The presiding officer shall request comment from persons in the order in which they have signed up on said the sheets and then shall take comments from all other persons desiring to speak. 3. No person who has previously spoken during the public hearing on a particular item may speak again unless all other persons desiring to give testimony at the public hearing have spoken. 4. A person speaking for a second time shall give testimony for not more than one minute unless the presiding officer designates a different time. 5. No person may speak on an item after public hearing on that item has terminated unless the presiding officer determines otherwise. D. Presentations. 1. There will be no more than two presentations scheduled during each council meeting. 2. Presentations are added to the agenda on a first come, first serve basis and must be approved by the city manazer. 3. In the event there are already two presentations scheduled on any -iven azenda, the requestor will be provided with future date opportunities. 4. There is a 10-minute time limit for presentations. The city clerk will time each presentation. 232 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 2.10.096 Forms of address. A. The mayor shall be addressed as "Mayor (surname), "Your Honor", "Mister/Madam Chair", or Mister/Madam Mayor' B. The vice mayor, when actin,- for the mayor, shall be addressed as "Vice Mayor (surname) ", or Mister/Madam Chair. C. Members of the council shall be addressed as "Council Member (surname)' 2.10.10075 Decorum. A. (may Council members. When the council is in session, tke council members must preserve order and decorum and no council member shall, by conversation or otherwise, delay or interrupt the proceedings or the peace of the council, nor disturb any council member while speaking, nor refuse to obey the orders of the council or the person presiding. B. (-By Other persons. Any person making personal, impertinent, threatening or slanderous remarks, or who shall become boisterous while addressing the council, shall be immediately fefthw n, be barred by the presiding officer; baffed from further audience at the meeting before the council, unless permission to continue be granted by a majority vote of the council. C. (e) Enforcement. 1. The chief of police shall be ex officio sergeant -at -arms of the council. 2. The chief 44e shall carry out all orders and instructions gii,eii him by the presiding officer for the purpose of maintaining order and decorum in the council chambers. 3. Any person in the audience who uses loud, boisterous or profane language at a council meeting, or language tending to bring the council or any council member into contempt, or any person who persistently interrupts the proceedings of the council or refuses to keep quiet or take a seat when ordered to do so by the presiding officer, shall be deemed guilty of a misdemeanor. 4. Upon instruction from the presiding officer, it shall be the duty of any police officer present to eject any person from the council chambers, or place the person under arrest, or both. 2.10.10510N Council as board of adjustments. The city council is designated to be the board of adjustments for the city. The mayor shall act as chair. 2.10.1104W Interference in administrative service prohibited. A. None No member of the city council, nor any of its committees or members, shall direct, request or attempt to influence, either directly or indirectly, the appointment of any person to office or employment by the city manager, nor in any manner interfere with the city manager to prevent the city manazer h�t* from exercising the city manager's hs own judgment in the appointment of officers and employees in the administrative service. 233 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 B. The council and its members shall deal with the administrative service solely through the city manager and neither the council nor any member thereof shall give orders to any of the subordinates of the city manager, either publicly or privately. 2.10.115 Council direction to city attorney, city clerk, or city manager. A. The attorney, city clerk, and city manazer work for the council as a body and may not take direction from any individual member of the council. B. City council requests for research or draftinz of council le-islation and other documents shall be made at a meetinz. C. The city council may direct the city attorney, city clerk, or city manazer via motion provided the motion rezardin,- substantive directives are included on the a,-enda before a vote is taken on the motion. 2.10.09120 Processing of citv council mail by the city clerk. A. The city clerk is authorized to receive and open all mail addressed to the city council, with a copy of all correspondence needing action to-43-e immediately forwarded to the city manager for timely attention._ B. to toe ors All administrative business referred to in st" the communications and not necessarily requiring council action may be disposed of between council meetings; provided, thftt all action taken pursuant to sueh the communications shall be reported to the city council thereafter. C. Any communications needing council action shall be reported to the city council at the next regular meeting, together with the report and recommendations of the city manager, and copies of sueh the communications shall be maile provided to the council. 2.10.12504 Compensation . A. (a) Compensation for service on the city council is as follows: 1. The mayor shall be compensated at the rate of $600.00 per month; and 2. Each council member shall be compensated at the rate of $400.00 per month. B. (4) Compensation shall be paid quarterly on the payday for the first pay period ending in January, April, July and October of each year. C. Council members are not eligible to participate in the Public Employees' Retirement system ofAlaska (PERS). 2.10.130 Retirement from council - reco,-nition. A. Council members who retire from service on city council after one term or who are not reelected followinz their first term of office will receive a plaque in reco'-nition of their service to the city. B. Council members who retire or fail to be reelected after two or more terms on the city council will receive an engraved told pan in reco,-nition of their service. 234 CITY OF SEWARD, ALASKA ORDINANCE 2022-011 C. A mayor who retires or fails to be reelected will receive a plaque bearinz a gavel in recomnition of their service to the city. Section 2. This ordinance shall take effect ten (10) days following its enactment. ENACTED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA this 22nd day of August, 2022. AYES: NOES: ABSENT: ABSTAIN: ATTEST: Brenda J. Ballou, MMC City Clerk (City Seal) THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 235 Ordinance 2022-014 Documents: • Agenda Statement • Ordinance 2022-014 • Rezone Application • Zoning Map 236 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Jason Bickling, Community Development Director Agenda Item: Ordinance 2022-014: Amending the Land Use Plan and Rezoning Lots 21-23, Block 10 of Original Townsite of Seward Laubner Addition, with the Physical Address of 1104 & 1100 Second Ave, from Urban Residential (UR) Zoning District to Auto Commercial (AC) Zoning District Background and justification: The Seward Planning and Zoning Commission approved Resolution 2022-017 on August 2, 2022, recommending City Council approval to amend the Land Use Plan and Rezone Original Townsite of Seward Laubner Addition, Lots 21-23, Block 10 from an Urban Residential (UR) Zoning District to an Auto Commercial (AC) Zoning District. These lots are located at 1104 & 1100 Second Ave. Exit Glacier Guides Inc. own these two properties, which currently are vacant and used as a parking lot. Exit Glacier Guides Inc. received Conditional Use Permit 2019-04 to use the land as a parking lot for their business located at 1013 Third Ave. Providing a parking lot was not required for them to operate their business, but Exit Glacier Guides Inc. wanted to do their part to ease the traffic situation on the streets surrounding their business. During the past three years, Exit Glacier Guides Inc. has discovered that the majority of their clients do not drive to their business to go on activities, and those that do can easily park across the street in City paid parking. They have also discovered that their parking lot is being primarily used by individuals exploring the harbor, eating at Firebrand, or eating at Red's. Since these vacant parcels are not serving their intended use, the applicant plans to stop using the parcels as a parking lot and to develop them, regardless of the determination of this public hearing. In order to provide the most economic benefit to the City of Seward, the applicant hopes to rezone Lots 21-23 to a Zoning District that would be more conducive to business, but also not limit the potential for housing. According to the Seward Land Uses Allowed Table §15.10.226, the Urban Residential Zoning District does not allow any type of physical, on site business retail sales, service or office space. Auto Commercial allows a wide variety of business development. The development of housing is also broader in the Auto Commercial Zoning District. All the same type of housing allowed in the Urban Residential Zoning District is allowed in the Auto Commercial Zoning District except a group home. However, Auto Commercial allows additional dwelling options such as apartments in a commercial building, studio apartments, and a bunkhouse. Seward City Code §15.01.035(b)(3) allows the rezone of land less than one acre when the land is contiguous to the requested zoning district. The proposed rezone sits adjacent to an Auto Commercial Zoning District to the east. 237 Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Vol 1, Chapter 2.2.11 — "Promote infill development by encouraging and promoting construction on vacant sites in areas of the City which are already established." Vol 1, Chapter 3.2.1 —"Promote residential and commercial development within the City of Seward and its vicinity in accordance with community values." Vol 1, Chapter 3.1.1.4 — "Support private sector business, employment, and programs." • "Support and encourage the growth of business." Strategic Plan: "Adjust local development regulations, where appropriate, to encourage development that is consistent with our economic base vision" (Page 5). Other: Certification of Funds Total amount of funds listed in this legislation: $ 0 This legislation (✓): Creates revenue in the amount of: $ Creates expenditure in amount of: $ Creates a savings in the amount of: $ ✓ Has no fiscal impact Funds are (✓): Budgeted Line item(s): Not budgeted ✓ Not applicable Finance Signature: �rtv Attorney Review ✓ Yes Attorney Signature: Not applicable Comments: Administration Recommendation e✓ Adopt Ordinance Other: 238 Sponsored by: Bower Introduction: September 12, 2022 Public Hearing: September 26, 2022 Enactment: September 26, 2022 CITY OF SEWARD, ALASKA ORDINANCE 2022-014 An Ordinance of the Seward City Council, Amending the Land Use Plan and Rezoning Lots 21-23, Block 10 of Original Townsite of Seward Laubner Addition, with the Physical Address of 1104 & 1100 Second Ave, from Urban Residential (UR) Zoning District to Auto Commercial (AC) Zoning District WHEREAS, on August 2, 2022 the Planning and Zoning Commission approved Resolution 2022-017 recommending City Council approval of the Land Use Amendment to rezone Lots 21-23, Block 10, Original Townsite of Seward Laubner Addition, from Urban Residential (UR) to Auto Commercial (AC); and WHEREAS, the physical location of these two lots are 1104 & 1100 Second Ave; and WHEREAS, the current use of the property as a parking lot is not required by City Code for the operation of the business owned by Exit Glacier Guides Inc. located at 1013 Third Ave; and WHEREAS, the applicant intends to stop the current use of 1104 & 1100 Second Ave as a parking lot regardless of the determination of this public hearing; and WHEREAS, the current zoning for Lots 21-23 is Urban Residential (UR), which is restrictive to primarily residential development and does not allow for more diverse economic development; and WHEREAS, the proposed rezone to Auto Commercial (AC) would allow more options for economic development as well as housing development; and WHEREAS, the size of the land being rezoned is approximately one -fifth of an acre; and WHEREAS, Seward City Code 15.01.035(b)(3) allows the rezone of land less than one acre when the land is contiguous to the requested zoning district; and WHEREAS, the properties adjacent to the east of the proposed rezone are zoned Auto Commercial (AC) and have been designated as such since 1985; and WHEREAS, the public notification process was complied with and the appropriate public hearing as required by Seward City Code § 15.01.040. NOW, THEREFORE, THE CITY OF SEWARD ORDAINS that: 239 CITY OF SEWARD, ALASKA ORDINANCE 2022-014 Section 1. The Seward City Council hereby authorizes the amendment of the official Zoning Map of the City of Seward by amending the zoning designation of Lots 21-23, Block 10 of Original Townsite of Seward Laubner Addition, with the Physical Address of 1104 & 1100 Second Ave, from Urban Residential (UR) Zoning District to Auto Commercial (AC) Zoning District. Section 2. The Seward City Council further amends the official Land Use Map of the City of Seward by changing the land use designation of Lots 21-23, Block 10 of Original Townsite of Seward Laubner Addition, with the Physical Address of 1104 & 1100 Second Ave, from Urban Residential (UR) Zoning District to Auto Commercial (AC) Zoning District. Section 3. This ordinance shall take effect ten (10) days following its enactment. ENACTED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA this 26th day of September, 2022. AYES: NOES: ABSENT: ABSTAIN: ATTEST: Brenda J. Ballou, MMC City Clerk (City Seal) THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 240 CITY OF SEWARD Comm[ui4 Development 1'. 0. Box 167 907.22 4. 1(1 19 HO Adaois Shcel. plau Iin! 'T6INolscivio.d.ncl 5ctiimiI, AI;iska 99(if i 1 LAND USE PLAN AMENDMENT -REZONING APPLICATION This completed application is to be submitted to the Community Development Department no later than six (6) weeks in advance of the next regularly scheduled Planning and Zoning Commission meeting. Regular meetings are held the first Tuesday of each month. The application must be accompanied by the $300 filing fee. Petitioner: Exit Glacier Guides Address: 1013 3rd Ave, PO 1812, Seward, AK 99664 Telephone Number: 907-491-0552 Email: egglamgmt@gmail.ccm Property Description Address: 110011104 2nd Ave Lot: 21, 22. 23 Block: 10 Subdivision; Size of subject area: .21 acres Number of parcels within subject area: 2 Additional Information Located in Historic Overlay District? Yes [, No [x] Intended use and/or reason for rezoning:To make these parcels congruent with their neighboring properties. The property in its current state is most likely to be developed in a commercial application rather than a single home dwelling Given the shared gravel lot with a 13130 restaurant and the utility easements of GGI and the City that are directly to the east of the property lines, it is unlikely that a family home would find satisfaction on these lots. We feel these lots shold be zoned like its neigboring properties as auto commercial. With this rezoning the owners could potentially build a housing dense residential unit or another business, Does the proposed amendment comply with the Comprehensive Plan? Please list how below. Seward 2030 Comprehensive flan Volume 1: httpsJlw,tivw.cityolseward.us/hctrne!showdocuntcrtt?id=1705 Volume 11: htt �salwwvv.citvoiseti�ard.us;homc,'showdocumi nt'?id=1707 Yes, rezoning to auto commercial could alleviate the housing crisis and/or grow the city's economic profile. 241 Does the proposed amendment comply with the Historic Preservation Plan (skip if not within Historic Overlay District) What is the effect of the zoning amendment on the property owners and on the community at large? To allow these ro ertiep� s to be responsibly developed on land that has sat vacant for a very long time in the heart of Seward's r� owing^ business area just south of the Harbor District. hereby certify that the above statements and other information submitted are true and accurate to the best of my knowledge. I understand that this item will be scheduled for action only if all application materials are submitted not less than six (6) weeks in advance of the next regularly scheduled Planning and Zoning Commission meeting. Regular meetings are held the first Tuesday of every month. Applicant Signature: ,?✓--°m Enclosed; $300 Payment (x ) Map of the subject area (X ) Other: ( ) A map is required to accompany this application. Proof of ownership for parcel(s) must be available if Borough tax roles do not indicate applicant's name. The APPLICATION and MAP (indicating the specific area) must be submitted together, with a FEE of $300.00 (payable to the City of Seward) to the Community Development Office. Please mark the method through which this Rezone application is being initiated: (SCC 15.01.035 (b)) ( ) By the City Council on its own motion; ( ) By the commission on its own motion; X) *By petition of a majority of the property owners in the area to be amended; ( ) *By petition bearing the signatures of 50 registered voters within the City; or ( ) *By petition as provided by the home rule charter of the City. *If the initiated method was through petition, please include the signatures on the page provided or additional pages if needed. 242 Signatures of property owners of the proposed rezone area: Address: 1100 & 1104 Second Ave SIGNATURE: PRINTED NAME. DATE oT 7� 243 slit �• ir=, - + ` rlJ' FOURTH M , L J R M •k � k Q THIRD r,y , 3 i a m noj � r! ,#: r. F WHI UIf i.L Amu, n�v i17i .. y � o-+ •¢ '...� r ,fir � �� 7 'i�`," AN a r 3 i e 1 M by k qss Et 244 E'}}y}}' 4 ti 245 N Resolution 2022-097 Documents: Forest Acres Bike Park Rezone and Replat • Agenda Statement • Resolution 2022-097 • Attachments: o R&M Task Order 247 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Jason Bickling, Community Development Director Agenda Item: Resolution 2022-097: Authorizing the City Manager to Execute Task Order 2734.26 with R&M Consultants for the Rezone and Replat of the Forest Acres Campground and Bike Park (Lot 12A, Fort Raymond Subdivision, Replat No. 1 (Plat No.87-12), Physical Address 911 Hemlock Ave.) in the Amount Not to Exceed $33,985 and Appropriating Funds Background and justification: The current Lot 12A, Fort Raymond Subdivision, Replat No. 1 (Plat No.87-12), physical address 911 Hemlock Ave., contains both the Forest Acres Campground and the Bike Park and is currently zoned institutional. The Seward Bike Park was designed and constructed in 2018 and 2019. This replat will divide the single parcel into two parcels and rezone the Bike Park from institutional to pa rk. This was recently discussed at the recent Planning and Zoning Commission work session and is the forthcoming recommendation from Planning and Zoning to City Council in the Municipal Lands Inventory and Use Plan for that parcel of land. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 3.6.1 Improve, Expand, and Diversity Year -Round Parks and Recreation Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ 33,985.00 This legislation (✓): Creates revenue in the amount of: $ X Creates expenditure in amount of: $ 33,985.00 Creates a savings in the amount of: $ Has no fiscal impact Funds are (✓): Budgeted Line item(s): X Not budgeted Not applicable 248 Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): ✓ General SMIC Electric Wastewater Boat Harbor Parking HWater HHealthcare Motor Pool Other Unassigned Fund Balance*: $ 5,405,940.93 Available Unrestricted Cash Balance*: $ 7,998,191.37 Finance Signature: Review eYes Attorney Signature: ✓ Not applicable Comments: Administration Recommendation e✓ Adopt Resolution Other: *unaudited numbers 249 Sponsored by: Bower CITY OF SEWARD, ALASKA RESOLUTION 2022-097 A Resolution of The City Council Of The City Of Seward, Alaska, Authorizing the City Manager to Execute Task Order 2734.26 with R&M Consultants for the Rezone and Replat of the Forest Acres Campground and Bike Park (Lot 12A, Fort Raymond Subdivision, Replat No. 1 (Plat No.87-12), Physical Address 911 Hemlock Ave.) in the Amount Not to Exceed $33,985 and Appropriating Funds WHEREAS, the City of Seward owns the Fort Raymond Property at 911 Hemlock Avenue, which consists of the Forest Acres Campground and the Seward Bike Park; and WHEREAS, re -platting the parcel into two smaller parcels, and re -zoning the Seward Bike Park from Institutional (INS) to Parks (P) is the forthcoming recommendation from the Planning and Zoning Commission in the Municipal Lands Inventory and Use Plan; and WHEREAS, the replat and rezone of this property is the next step to make best use of this property for the community. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The City Manager is authorized to execute the task order 2734.26 with R&M Consultants for the replat of the Forest Acres Campground and Bike Park (Lot 12A, Fort Raymond Subdivision, Replat No. 1 (Plat No.87-12), physical address 911 Hemlock Ave.) Section 2. Funding in the amount of $33,985.00 is hereby appropriated from General Fund Unassigned Fund Balance account no. 01000-0000-3400 to Community Development Contracted Services account no. 01000-1122-7009 within the 2022 operating budget. Section 3. This resolution shall take effect immediately upon adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 12th day of September, 2022. THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 250 August 26, 2022 R&M No. 2734.26 Stephen Sowell Assistant City Manager City of Seward, Alaska 410 Adams St., City Hall Building Seward, Alaska 99664 RE: Task Order 26 - Proposed Hemlock Bike Park & Campground Subdivision Platting and Re -Zone Dear Mr. Sowell, R&M Consultants, Inc. (R&M) has based this response on the information provided by you via e-mail and during subsequent phone conversations. We have reviewed the materials provided to us and have prepared the following cost estimate for your review and comment. Task 1- Preliminary Plat We understand that you would like to subdivide and develop Lot 12A, Fort Raymond Subdivision, Replat No. 1 (Plat No. 87-12), located in Seward, Alaska. The final subdivision will consist of two tracts, the configuration of which will be determined by the city. We propose to prepare a preliminary plat immediately for review by the City of Seward and the Kenai Peninsula Borough. Once the review process is complete, and the plat approved, we will mobilize a crew to set the final corners and prepare the subdivision plat for recording. Deliverables: ■ Final, recorded Subdivision Plat Task 2 - Re -Zone Task 2 will include a re -zone of the southern tract to the Parks zoning district. Our estimate includes everything required to manage the re -zone process and meet with reviewers. We have included time to travel to Seward to present the re -zone application. The re -zone will be contingent on the approval of the subdivision. If the subdivision is not approved, the re -zone cannot be completed. Deliverables: • Approval of the re -zone application Schedule: We will prepare the applications and submit them so that we can present both at the October 10th public hearing. Cost Estimate: Based on the scope and our understanding of the project, we propose a Time & Materials Fee amount $33,985. We have attached a detailed breakdown of our estimated costs for your review. Should you have any questions, please feel free to contact me at 646-9651. Sincerely, R&M CONSULTANTS, INC. Dave Hale, PLS Attachment: Cost Estimate Z:\project\2734.00 C Seward On call Engineering Services\19-00 Contract\Estimates\T026 Hemlock Bike Park Rezone and Subd\R&M City of Seward Hemlock Bike Park Subd Plat and Rezone Proposal.doc 251 AK 507 R&M CONSULTANTS, INC. 212Foat4VCg5taeet4r15�'.Fa,,bangsAK99701.'9074 2? 2707 Surveying and Mapping Services Cost Estimate FIRM: R&M Consultants, Inc. CLIENT: City of Seward Project Name: Hemlock Bike Park & Campground Subd. Project No: 2734.26 Date: August 26, 2022 Task Department Task Description Labor Expenses Total Cost 1 Geomatics/Planning Subdivision Plat $ 22,144 $ 2,940 $ �5,084 2 Planning Re -Zone $ 8,3i6 $ 584 $ 8,901 Total $ 33,985 8/26/2022 City of Seward Hemlock Bik 4 gk Subd Plat and Rezone.xlsx 1 of 3 nchorage, AK uard R&M CONSULTANTS, INC. 2122 F ontgStrreetD##150••Fairbanks, KK99701.907452.2707 Surveying and Mapping Services Cost Estimate FIRM: R&M Consultants, Inc. CLIENT: City of Seward Project Name: Hemlock Bike Park & Campground Subd. Project No: 2734.26 Date: August 26, 2022 SUB -TASK SUB -TASK DESCRIPTION Survey Manager LABOR HOURS PER JOB CLASSIFICATION Senior Land 2-Person 2-Person Land Land Party Surveyor Surveyor Surveyor Survey Survey Chief (OT) (PLS) (OT) Crew Crew (OT) Project / Contract Management 4 8 Field Tasks Mobe/Demobe & Travel To/From Seward 8 Set Final Corner Monuments 8 Office Tasks Coordination & Meetings 8 Preliminary Plat Drafting & Deliverables 16 Professional Review 4 Travel and Public Hearing to Resolve Conditions of Approval for City of Seward 8 Kenai Pen. Bor. Submittal 12 KPB Conditions of Approval 8 Final Plat Drafting and Review 16 Final Deliverables and recording 8 TOTAL LABOR HOURS 4 98 0 0 16 0 0 LABOR RATES ($/HR) $226.13 $174.98 $161.52 $242.28 $255.74 $383.61 $242.28 LABOR COSTS ($) $904.51 $17,148.04 $0.00 $0.00 $4,091.84 $0.00 $0.00 EXPENSES DESCRIPTION QUANTITY UNIT PRICE MARKUP PRICE Misc. Field Supplies , $ 100.00 $ 100.00 $ R&MVehicle 2 $ 95.00 $ 190.00 $ CPS Equip. $ 450.00 $ - $ Drone $ 1,100.00 $ - $ Per Diem 5 $ 445.00 $ 2,225.00 $ Certificate to Plat $ 375.00 $ - $ Seward Platting Fees $ - $ Kenai Pen. Bor. Platting Fees t $ 400.00 $ 400.00 $ Recording Fees 1 $ 25.00 $ 25.00 $ TOTAL EXPENSES SUB -CONTRACTORS SUB- DESCRIPTION FIRM TASK $ $ $ $ $ $ $ $ $ $ TOTAL PRICE 100.00 19o.00 2,225.00 - - 400.00 25.00 2,940 TOTAL PRICE COMMENTS: This estimate is for performing a subdivision plat for proposed Hemlock Subdivision at the bike park and campground to create two tracts, and preparing a preliminary plat package for review by the City of Seward and the Kenai Peninsula Borough. TOTAL LABOR $ 22,144 TOTAL EXPENSES $ 2,940 SUBCONTRACTORS $ - SUBCONTRACTORS MARK-UP $ - TOTAL SUB- $ - TOTAL T&M COST $ 25,084 8/26/2022 City of Seward Hemlock Bike4Ak Subd Plat and Rezone.xlsx 2 of 3 AK 9 4VCM CONSULTANTS, INC. 212`oatg5taeet4r15�'.FairbangsAK99701.'9074 2? 2707 Surveying and Mapping Services Cost Estimate FIRM: R&M Consultants, Inc. CLIENT: City of Seward Project Name: Hemlock Bike Park & Campground Subd. Project No: 2734.26 Date: August 26, 2022 SUB -TASK SUB -TASK DESCRIPTION Planning Manager LABOR HOURS PER JOB CLASSIFICATION Staff Senior Planner Land Admin. Surveyor Project Coordination 6 2 Travel to/From Seward 8 Rezone Application Draft 2 12 Final 1 4 Planning Commission Hearing 3 4 Conditions of Approval 2 8 Preliminary Plat Package 16 TOTAL LABOR HOURS 14 54 0 0 0 0 0 LABOR RATES ($/HR) $165.30 $111.15 $173-84 $111.15 $126.28 $166.46 $249.69 LABOR COSTS ($) $2,314.20 $6,002.10 $0.00 $0.00 $0.00 $0.00 $0.00 EXPENSES DESCRIPTION QUANTITY UNIT PRICE MARKUP PRICE $ _ $ Mileage to Seward 240 $ 0.58 $ 139.20 $ Per Diem 1 $ 445-00 $ 445-00 $ $ - $ $ $ $ $ $ $ $ $ $ $ TOTAL EXPENSES SUB -CONTRACTORS SUB- DESCRIPTION FIRM TASK TOTAL PRICE $ $ 139.20 $ 445.00 $ $ $ $ $ $ $ 584 TOTAL PRICE COMMENTS: Assumes In -Person Planning Commission Hearing -Per Diem includes accommodations, meal for in -person Planning Commission hearing -Assumes Rezoning procedure as laid out in City of Seward Code of Ordinances 15.oi.o35 Amendments and Section 15.0i.040 Procedures -Assumes Fees for Rezone to be paid by City of Seward TOTAL LABOR $ 8,316 TOTALEXPENSES $ 584 SUBCONTRACTORS $ - SUBCONTRACTORS MARK-UP $ - TOTAL SUB- $ - TOTAL FIXED COST $ 8,901 8/26/2022 City of Seward Hemlock Bike4a k Subd Plat and Rezone.xlsx 3 of 3 Resolution 2022-098 Documents: • Agenda Statement • Resolution 2022-098 • Attachments: o Letter from Department of Commerce, Community and Economic Development 0 2022 — 2027 CIP 255 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Sully Jusino, Deputy Finance Director Agenda Item: Resolution 2022-098: Accepting and Appropriating Community Assistance Program Funds in the Amount of $136,622.12 for the Purpose of Capital Projects Related to Fire, Public Safety and Road Maintenance Background and justification: he Community Assistance Program, formerly known as Community Revenue Sharing, provides funding to municipalities that provide services such as fire protection, water and sewer, public road maintenance, and solid waste management. The program is funded by state budget appropriations. Program funding decreased from $141 million to $30 million and in 2021 it was unknown if the program would be funded for 2022. Because allocation of program funds was not anticipated, the City of Seward 2022 operating budget does not contain budgeted revenue for the funds. The State Revenue sharing funds have became more uncertain over time and to avoid factoring one — time uncertain revenues into the City's operating budget, the City has operated under a policy of utilizing one-time revenues to fund capital needs. Community Assistance Program Funds in the amount of $136,622.12 will be appropriated to the General Fund and will be transferred to the Capital Acquisition Fund in accordance with the City's budget policy. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ 136,622.12 This legislation (✓): x Creates revenue in the amount of: Creates expenditure in amount of: Creates a savings in the amount of: Has no fiscal impact Funds are (✓): Budgeted Line item(s): Not budgeted Not applicable 136,622.12 256 Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): X General SMIC Electric Wastewater Boat Harbor Parking Wat F1 Healthcare Motor Pool X Other Available CA Funds $800,940.24 Unassigned Fund Balance*: $ Available Unrestricted Cash Balance*: $ RV Yes Attorney Signature: Not applicable Comments: 5,405,940.93 7,988,191.37 Finance Signature: Review Administration Recommendation e✓ Adopt Resolution Other: *unaudited numbers 257 Sponsored by: Bower CITY OF SEWARD, ALASKA RESOLUTION 2022-098 A Resolution of the City Council of the City of Seward, Alaska, Accepting and Appropriating Community Assistance Program Funds in the Amount of $136,622.12 for the Purpose of Capital Projects Related to Fire, Public Safety and Road Maintenance WHEREAS, the Community Assistance Program (CAP), formerly known as Community Revenue Sharing, provides funding to municipalities that provide services such as fire protection, water and sewer, public road maintenance, and solid waste management; and WHEREAS, the program is funded by state budget appropriations; and WHEREAS, program funding decreased from $141 million to $30 million and in 2021 it was unknown if the program would be funded for 2022; and WHEREAS, because allocation of program funds was not anticipated, the City of Seward 2022 operating budget does not contain budgeted revenue for the funds; and WHEREAS, the City unexpectedly received $136,622.12 from the Community Assisting Program; and 100% of those funds will be transferred from the General Fund to the Capital Acquisition Fund to be used for capital projects related to fire, public safety and road maintenance. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The Seward City Council hereby accepts the Community Assistance Program (CAP) funds in the amount of $136,622.12 for the purpose of capital projects related to fire, police, public safety, and road maintenance. Section 2. The Capital Improvement Plan for FY22, which is attached hereto and made a part hereof by reference, is hereby adopted. Section 3. The Assistance Program funds in the amount of $136,622.12 is hereby accepted and appropriated to 01000-0000-4200 in the General Fund Revenue Sharing Account and will be transferred from the General Fund 01000-0000-3710 to the Capital Acquisition Fund 80010-0000- 3700 to be used for capital projects related to fire, public safety and road maintenance. Section 4. This resolution shall take effect immediately upon adoption. 258 THl STATE 'ALASKA GOVLRNOR MIKE DUNLI:AVY August 11, 2022 Manager City of Seward P.O. Box 167 Seward, AK 99664 Department of Commerce, Community, and Economic Development DIVISION OF C0.MM13NITY AND REGIONAL AFFAIRS 172irbanks Office RE: FY23 Community Assistance Program (CAP) and Supplemental Payment Dear Manager: 455 Third Avenue, yule 140 Foirbcnks. Alaska 9M1-3110 Noin- 907.451.2718 Fox. 907A51.2742 The Alaska Legislature included an additional $7.1N1 appropriation to the Community Assistance fund in FIB 281. This appropriation brought the total amount of funding available for distribution to eligible municipalities, resen-es, and communities, to 537,094,778. Municipalities that submitted all required financial documentation will be issued both the CAP and Supplemental Payment. There are no additional requirements. To check the status of your CAP payment go to the DCRA website at: h trp� ,';'' kti}�v.��,�r�m�rce.al.lska r�ryti,c3ca�Z:'"eClr:�ntsC�e�l.ic�� '`P,i �c.wf`1tc enucShi nl,.a,;j2,-,The status report will reflect the required financial documentation needed to receive payment. The City of Seward FY 23 CAP distribution payment breakdown is: FY23 CAP 5110,472.43 FY23 Supplemental $26,149.69 Total $136,622.12 If there are any questions concerning the CAP, please contact me at: (907)451-2718 or caa a,alaska.gyov. 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U o. c�U 2.'m 2rmo u o m uz�� m E y U U g U U Q= N N 3 3 ri 0 N m a N m a a m m n c m E E U in ¢ u c� w c� c°.i ao 0 0 a3 E E c c c c c a c c a l 17 o o a a m m U U a a a a s a s Resolution 2022-099 JLH Property Clean Up Change Order Documents: • Agenda Statement • Resolution 2022-099 • Attachments: o Change Order o Cost Breakdown o KCI Invoice o Photographic Log o DQA o RA Samples 262 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Jason Bickling, Community Development Director Agenda Item: Resolution 2022-099: Authorizing the City Manager to Execute Change Order 4 with Coldfoot Environmental Services, Inc. For Additional Mitigation of the Jesse Lee Home Property in an Amount Not to Exceed $211,651.92 And Appropriating Funds Background and justification: On August 24, 2020, the City Council passed Resolution 2020-074, authorizing the City Manager to enter into a contract with Coldfoot Environmental Services, Inc. for the demolition, abatement, and removal services of the Jesse Lee Home. This was in response to the City Manager being directed by City Council to demolish the Jesse Lee Home structures and mitigate the site for future use. Based on the findings during the demolition and removal of the structures at the Jesse Lee Home Site, the City has worked with Kasteler Consulting, Inc. and Coldfoot Environmental Services, Inc. to develop an Environmental Work Plan that was approved by Alaska Department of Environmental Conservation (ADEC). The Seward City Council approved Resolution 2022-064 in the amount of $95,603.11 for the excavation and disposal of contaminated materials. On June 7-9, KCI Engineers and Coldfoot Environmental Services removed and disposed of the contaminated soils according to the Alaska Department of Environmental Conservation approved plan and procedures. During this process, KCI found significant additional contaminated soils not previously detected. ADEC was then engaged in a plan revision for the removal of those additional contaminated soils. This resolution is to approve the cost of removing and disposing of the remaining contaminated soils. Once completed, the City can move forward with turning the former Jesse Lee Home site into a usable space for the community. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 3.6.1 Improve, expand and diversify year-round parks and recreational opportunities. 3.9.1.2 Encourage the recognition, rehabilitation and preservation of prehistoric and historic sites, transportation routes, trails, buildings, objects, and artifacts. Strategic Plan: Provide diverse, year-round, indoor and outdoor recreational, educational, and cultural opportunities and facilities for residents and visitors of all ages and socioeconomic backgrounds. Other: Resolution 2020-074, Resolution 2022-064 263 Certification of Funds Total amount of funds listed in this legislation: $ 211,651.92 This legislation (✓): Creates revenue in the amount of: $ x Creates expenditure in amount of: $ Creates a savings in the amount of: $ Has no fiscal impact Funds are (✓): Budgeted Line item(s) X Not budgeted Not applicable 211,651.92 Jessie Lee Home City Funding Fund balance - $40,000.00 Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): x General SMIC Boat Harbor Parking Motor Pool Other Unassigned Fund Balance*: Available Unrestricted Cash Balance* Electric Wastewater Water F1 Healthcare $ 5,405,940.93 $ 7,998,191.37 Finance Signature: 51 Review RxYes Attorney Signature: Not applicable Comments: Administration Recommendation e✓ Adopt Resolution Other: *unaudited numbers 264 Sponsored by: Bower CITY OF SEWARD, ALASKA RESOLUTION 2022-099 A Resolution Of The City Council Of The City Of Seward, Alaska, Authorizing The City Manager To Execute Change Order 4 With Coldfoot Environmental Services, Inc. For Additional Mitigation Of The Jesse Lee Home Property In An Amount Not To Exceed $211,651.92 And Appropriating Funds. WHEREAS, in 2020, the city council directed the city manager to demolish the Jesse Lee Home structures and mitigate the property for future community use; and WHEREAS, in August of 2020, the city council passed Resolution 2020-074 which authorized the city manager to enter into a professional services agreement with Coldfoot Environmental Services, Inc. for demolition, abatement, and removal services; and WHEREAS, Kasteler Consulting, Inc., Coldfoot Environmental Services, Inc. and city administration have developed an Environmental Work Plan for final clean-up and mitigation of the Jesse Lee Home property; and WHEREAS, the Environmental Work Plan has been approved by the Alaska Department of Environmental Conservation; and WHEREAS, during the excavation and removal process, more contaminated material was found that require significant additional mitigation; and WHEREAS, removing the contaminated soil and debris according to the Environmental Work Plan is the final step before the property can be developed for any community use. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The City Manager is hereby authorized to execute Change Order 4 of the professional services agreement with Coldfoot Environmental Services, Inc. for the final clean-up and disposal of contaminants on the Jesse Lee Home property in the amount not to exceed $211,651.92. Section 2. The amount of $40,000 is hereby appropriated in the Jesse Lee Home Fund City Funding and funding in the amount of $171,651.92 is hereby appropriated from General Fund to be transferred from the account no. 01000-0000-3700 will be transferred to the Jesse Lee Home Fund City Funding account 80090-0000-3710. Section 3. This resolution shall take effect immediately upon approval. 265 20029-022 August 25, 2022 Jason Bickling Community Development Director City of Seward PO Box 167 410 Adams Street Seward, Alaska 99664 Re: Abatement / Demolition and Removal Services Jesse Lee Home Seward, Alaska 99664 Change Order 4 Cost Proposal Dear Mr. Bickling, Coldfoot Environmental is pleased to provide the following proposal. ENVIIR0N[V SERVICES. 6670 Wes Way Anchorage, AK 99518-1575 (907)770-9936 Phone (907)770-9937 Fax www.coldfootenv.com Service Disabled Veteran Owned Item Description D001 PCO-004 Additional Contaminated Soils $ 211 651.9; If you have any questions or require additional information, please contact me at your convenience. Respectfully yours, Coldfoot Environmen ervices, Inc. 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N z c7 N K ~ w m w m Y W > J OJ�+OOOOOOjw O J O J O J O O Y J V J D u VI vai vi vi vi p V H J �^ O F w "-' w m w m m O -, u, 0 3 3 N z b b b b b N G x===? a a a 0 s s s? o 0 3 3 0 0 E!3U-- W3113NI1 m a �n �o n o� m o ,� m a �n �o n o� m N ,� m N �n N N o� m o ,� m a �n �o n o� m a v O O O O 0 O O 0 O O 0 O o 0 p p 0 o o o r a m n ti o C m m ri ti 0 K Vf Vf Vf Vf Vf Vf W O 0 O rn O CO O a -I ti ti ti ti ti ti � K 0 a ------05 z 0 m D 0 0 0 0 0 0 o o p p of O O O O O O O o n0 o z W V1 V1 V1 V1 V1 Vf a o o o o cr W O O O O O p O O O O O p O ri N ti ti ti ti ti ti � 0 o n 0 0 n 0 0 n 0 0 n 0 0 n K ti ti ti ti ti ti 0 [O J 0 0 W 0 0 W 0 0 W 0 0 W o 0 ti ti O 0 ti O o ti ti p p O O N 00 ti � O O O O a W H 0 00. 00. 0 00. a a a a a a 'O >m u O Y V O + V K F Q m m V a w O O O O 0 0 0 0 0 J a a ~O m o a F � 2 2 NO � k W LU 0 5 u 0 / $ 2 j m u k + < ' 2 ) k / % ! j / ° \ t a \ C: 0 m { ƒ y § / u a / a ! � 0 \ \ r Q - r ) o = _ ° CL ; _ 0 0 \ CO/ § M/ / 0 u § j u _ CL f _ƒ/ </ e W /<= j/ ~ © \ 0 E ± ~ u / e m u f \ 0 ) j \ \) \ 7\ Lao 7 § f m coE\\ \ ± { / \ \ j ) \ \ \ / \ \ \ / \ < 0 o m = , @ & C ' 7 w w & 6 / I m m m m m o 0 0 0 C� LU o o - m L o z o g @ < > > g ± ± g § � 3 3 � ( § ( } \ / /_Ln ) o Lr�_ � § / / / A / 0 \ cu c \ / ® E I £ 2 3 = 0 E \ \ E \ _ % 0 0 _ E E ) [/# # w § 7 7 ® 2 ® cu 002 ®2 2 $ t $ U) Lu / cu \ \ o- ƒ / _ N m_ Ln w rl co § q \ rj "'An 12 } £ § ) / .. \ \ u 0 $ m Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward A 33°NE (T) CO) 60°7'34"N,149°26'47"W ±22ft • 139ft Photo 1: Site overview and crushing contaminated concrete in the Balto Building footprint 0 37°NE (T) O 60°7'34"N,149°26'46"W ±39ft ♦ 141ft Photo 2: Crushing contaminated concrete in the Balto Building AST/Boiler area footprint 270 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward 0 1570SE (T) O 6007'34"N,149°26'46"W ±42ft ♦ 140ft Photo 3: Overview of Balto Building AST/boiler area to be excavated with concrete crushing complete Photo 4: Contaminated material loading into open top container 271 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward 0 39°NE (T) d 60°7'34"N,149°26'46"W ±32ft • 140ft 22SW-19-03: 6 Y AN West Wall .¢ i �`•• i t. L r Photo 5: Overview of Balto Building excavated floor area with remaining contaminated material to be removed piled on right with PID and analytical soil sample locations 0 249°W (T) OO 60°7'34"N,149°26'46"W ±29ft ♦ 141ft �' � rya J'.K �•;�'`' 22SW-16-03 West Wall 22SW-19-03 North Wall` Photo 6: Balto Building excavation overview of the west wall with PID and analytical sample locations 272 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward Photo 7: Suspected marine depositional layers closeup 0 248°SW (T) O 60°7'34"N,149°26'45"W ±13ft • 138ft �y R A .. � 1Y /�.�� •'�yq� 1 4-" Photo 8: Overview of the Balto Building excavation 273 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward A 294°NW (T) O 64°7'34"N,149°26'48"W ±69ft ♦ 141ft Photo 9: Overview of the former Jewel Building southeast building corner and boiler location 0 227°SW (T) •O 60°7'34"N,149°26'48"W ±39ft • 142ft Photo 10: Exposing the former Jewel Building boiler 274 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward Photo 11: Jewel Building boiler overview Photo 12: Removed boiler and associated pieces 275 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward 0 267°W (T) (0 60°7'34"N,149°26'48"W ±39ft ♦ 143ft Photo 13: Overview of boiler excavation PID field screening locations 0 83°E (T) * 60°7'34"N,149°26'48"W ±88ft ♦ 141ft Photo 14: Overview of PID field screening locations after boiler removal and boiler concrete pad 276 Photographic Log Coldfoot Environmental Inc. —Jessie Lee Home, Seward 0 2380SW (T) * 6007'34"N,149026'48"W ±13ft • 136ft Photo 15: Poly sheeting placed in the excavation prior to backfill to mark excavation extents. 0 215°SW (T) (0) 60°7-34"N,149°26-48"W ±49ft ♦ 140ft Photo 16: Jewel Building boiler excavation backfilling in progress 277 Seward-JLH 1222963 Reviewer: Birgit Hagedorn, PhD Title: CEO Company Sustainable Earth Research LLC Address: 2200 Alder Drive Anchorage, AK 99508 Phone: 907.351.5362 email: birgit.hagedorn(a)searchlc.com Workorder: 1222963 Date: 07/13/2022 Project Title Seward -Jessie Lee Home Client Kasteler Consulting, Inc. (KCL) The level 2 chemical review provided with this document consists of a review narrative, summary tables of methods, result tables with qualifier, and the ADEC Data Review Checklist. �rMg,Z afL U Birgit Hagedorn 07/13/2022 Date 1 278 Seward-J LH 1222963 DATA QUALITY REVIEW INTRODUCTION The samples were analyzed by SGS North America which is an ADEC accepted laboratory. Sample analysis was performed for PAHs by 8270D SIM, DRO by AK102, RRO by AK103, Metals by SW6020B, VOCs by SW8260D, and percent solids by SM21 2540G. All soil data were reported on a dry basis. The data were reviewed based on a level 2 laboratory report provided by the laboratory and follows the requirements of ADEC Laboratory Checklist (ADEC 2020). A completed checklist of the data can be found in the appendix of the laboratory report. Cleanup levels refer to 18 AAC 75 Oil and Other Hazardous Substances Pollution Control, dated October 2018, Table B1, Method TWO migration to groundwater (MGW). SUMMARY The analytical report was delivered under work order 1222963, Client Project Seward-JCH". Ten soil samples were listed on the workorder including one trip blank and one field duplicate. Detection limits (DL), and Limit of Quantitation (LOQs), recoveries and relative percent deviations (RPD) are listed for all analytes as required. Laboratory specific qualifiers were added by the laboratory: "J" (result is an estimate) was applied when positive results were above DL but below LOQ, and "U" (analyte is non -detect) was applied when results were below DL. Quality control (QC) samples such as Laboratory Control Sample (LCS) and Laboratory Control Sample Duplicate (LCSD), and Method Blank (MB) were analyzed at the required frequency to evaluate analytical integrity. One non -project specific Matrix Spike (MS) and Matrix Spike Duplicate (MSD) sample was analyzed by the laboratory to document analytical precision. One MSD analyses of barium was above QC limits. However, all positive results for barium were less than 1/101" of cleanup level and data usability is not affected, no qualifier was applied. Some VOC analytes had '/2 LOQs above cleanup level and are highlighted in result table A2. A case narrative was submitted together with laboratory results. All data were accepted, the workorder is 100% complete. Table 1. Sample Overview Client Sample Id: Lab Sample Id: Matrix wet/dry Method SM21 2540G 8270D SIM SW6020B SW8260D AM02 AK103 22SW-TB01 1222963001 Soil/Solid dry X X 22SW-11-04 1222963002 Soil/Solid dry X X X X X 22SW-12-05 1222963003 Soil/Solid dry X X X X 22SW-13-08 1222963004 Soil/Solid dry X X X X 22SW-14-05 1222963005 Soil/Solid dry X X X X 22SW-15-05 1222963006 Soil/Solid dry X X X X 22SW-16-03 1222963007 Soil/Solid dry X X X X X 22SW-17-02 1222963008 Soil/Solid dry X X X X X X 22SW-18-02 1 1222963009 1 Soil/Solid dry X X X X X X 22SW-19-03 1 1222963010 1 Soil/Solid dry X X X X X Samples highlighted in gray are duplicates DATA QUALIFIER The following qualifier have been assigned to samples in addition to the laboratory qualifiers: E The analyte is non -detect and '/2 LOQ is above cleanup level for migration to groundwater, therefore the presence of this analyte above cleanup level cannot be verified. B The analyte was detected in the Method Blank or Trip Blank. R Result is rejected. QH The analyte has a positive result and is biased high. 279 Seward-JLH 1222963 QL The analyte has a non -detect or positive result and is biased low. QN The analyte had RPD outside the QC limits. FIELD SAMPLE REVIEW Sample handling, shipping, and receiving: All samples were listed on the COC and delivered with temperatures below 6 'C. Holding times: All holding times were met for initial extractions and analysis. Sample reporting: All soils were reported on a dry weight basis. Cleanup level: cleanup levels following 18AAC 75, October 2018 Table B1. Method Two, Migration to Groundwater were used for evaluation. VOCs: some analytes had 1/2 LOQs above cleanup level. 1,2,3-Trichloropropane and 1,2-Dibromoethane: all samples Dibromochloromethane: sample 22SW-17-02, 22SW-18-02, and 22SW-19-03 These samples were highlighted in result tables indicating that it cannot be decided if these analytes occur above cleanup level in the sample, DQOs of the project are not reached. Surrogates: VOCs: Surrogate recovery in MS/MSD sample 1667982MS for 4-Bromofluorobenzene (field extract) was above QC limits. The sample is not project specific and recovery and precision in the MS/MSD were within QC limits indicating that data usability is not affected. No qualifier was applied to corresponding samples. QC SAMPLE REVIEW Method blanks: All analytes were below detection limit (non -detect). Trip Blank: Trip blank was analyzed for VOCs, all analytes were below detection limit. Equipment blank: No equipment blank was submitted to the laboratory. LCS/LCSD recoveries and RPD: All analytes analyzed for LCS and for LCSD (DRO/RRO) to determine accuracy and precision were within QC limits. MS/MSD recoveries and RPD: MS/MSD analyses were not requested for this project. The laboratory run non -project specific MS/MSD analyses for Metals, VOCs, and PAHs to confirm precision. All analyses were within QC limits. Metals: the MSD 1669005MSD (1669008) had MSD recovery for barium above QC limits. The post digestion blank spike was within QC limits. All positive results for barium were less than 1/101" of cleanup level and data usability is not affected no qualifier was applied. Field Duplicates: Sample 22SW-18-02 is duplicate to sample 22SW-17-02. All analytes were within QC limit of 50%. 3 280 Seward-J LH CONCLUSION 1222963 No sample was rejected, workorder is 100% complete. ABBREVIATIONS ADEC Alaska Department of environmental conservations COC Chain of Custody DRO Diesel range organics DL Detection limit GRO Gasoline range organics LCS/LCSD Laboratory control sample LCSD Laboratory control sample duplicate LOD Limit of detection (1/2 LOQ) LOQ Limit of Quantitation MS/MSD Matrix spike/Matrix spike duplicate MGW Migration to Groundwater QC Quality control PAH Polynuclear aromatic hydrocarbon RPD Relative Percent Deviation SIM Single ion monitoring VOC Volatile organic compounds El 281 m % A A A � � k 2 @ CO \ s 0 2 3 > 0 E cu c \ 0 > 0 2 n � 3 V) 0 / k c n s 0 9 0 $ s 0 \ / CIA a, m cu E /&@&9&»r9=mrmC')r-- m@= \R7R@-CD -----/%/&e%/%$&e-%-/\%/%\ � �M®$�/U@.CDm %/m2\mU\. co Lo\//Q2 JQS �U.co rr�n�amr=rr��� R\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ �m0a)0 E§ 0a) E§ a) E§ �.2E§ /_T / \ (/ 2 = _ _ _ =.� r 2 =ar. _ =.� r 2 = _ =.2 E m = a) E 2 <CL 0 f m \00 <00/� «_ ± cr<co/�%J<co ± o ± - o ± - o ± o ~ \\\\ \\ \\ \ oIo) oƒ CD a) o �$ / / \ �/ CD CD <\ \ \ \ \ < < < < E\ � co co co co \ \ a /\ CO CO CO CO �m \ m \ m \ m \ m m \ N O C1 O = Co � U U C > c6 O `�^ N VJ L co 70 70 C6 N O co CV U) :F L 0 .n 70 E M C= :3 (9 Co Z 0') N 0� N Lo (� L 00 co r O 70 N 0 O N 0) O N � > O iZ co :3 0) co E C U 0` !n � N iZ 70 E 0 co O � r C m Cn co c6 - C 00 co r = CV ^� L LL O O U 70 (V _ J x c6 70 � Q r z Q _ CU LLI O N CU O Cn Q I— 0 R LL O Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo 00 Lo Lo M M M M M M M M M M M M M M M O M M O CD O M CAD C'1 7 7 N O NN N N r N a) rn J Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R LL O U') � � � Lo Lo Lo Lo Lo Lo Lo Lo � � � 00 � U'),t t.. t.. v. v. v. v. v. v. v. v. v. v. v. vco . 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Laboratory Report Number: 1222963 Laboratory Report Date: 07/ 12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) ADEC File Number: 2332.38.054 Hazard Identification Number: 27559 May 2020 Page 1 291 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) Note: Any N/A or No box checked must have an explanation in the comments box. 1. Laboratory a. Did an ADEC CS approved laboratory receive and perform all of the submitted sample analyses? Yes® No❑ N/A ❑ Comments: b. If the samples were transferred to another "network" laboratory or sub -contracted to an alternate laboratory, was the laboratory performing the analyses ADEC CS approved? Yes❑ No❑ N/A® Comments: Samples were not transferred to another lab. 2. Chain of Custody (CoC) a. CoC information completed, signed, and dated (including released/received by)? Yes® No❑ N/A❑ Comments: b. Correct analyses requested? Yes® No❑ N/A❑ Comments: 3. Laboratory Sample Receipt Documentation a. Sample/cooler temperature documented and within range at receipt (0' to 6° C)? Yes® No❑ N/A ❑ Comments: b. Sample preservation acceptable — acidified waters, Methanol preserved VOC soil (GRO, BTEX, Volatile Chlorinated Solvents, etc.)? Yes® No❑ N/A❑ Comments: May 2020 Page 2 292 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) c. Sample condition documented — broken, leaking (Methanol), zero headspace (VOC vials)? Yes® No❑ N/A❑ Comments: d. If there were any discrepancies, were they documented? For example, incorrect sample containers/preservation, sample temperature outside of acceptable range, insufficient or missing samples, etc.? Yes❑ No❑ N/A® Comments: No discrepancies e. Data quality or usability affected? Comments: 4. Case Narrative a. Present and understandable? Yes® No❑ N/A ❑ Comments: b. Discrepancies, errors, or QC failures identified by the lab? Yes® No❑ N/A❑ Comments: The laboratory reported on low surrogate recovery for 4-BFB in sample 1667983 which was used as MS sample. It also reported on high recovery for barium in not project specific MSD sample 1669008. c. Were all corrective actions documented? Yes® No❑ N/A❑ Comments: The sample 1667983 was analyzed three times for 4-BFB as PS/MS/MSD and result was confirmed. The post digestion spike was successful. d. What is the effect on data quality/usability according to the case narrative? Comments: Laboratory did not report on effect on samples. May 2020 Page 3 293 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) 5. Samples Results a. Correct analyses performed/reported as requested on COC? Yes® No❑ N/A❑ Comments: b. All applicable holding times met? Yes® No❑ N/A❑ Comments: c. All soils reported on a dry weight basis? Yes® No❑ N/A❑ Comments: d. Are the reported LOQs less than the Cleanup Level or the minimum required detection level for the project? Yes❑ No® N/A❑ Comments: VOCs: analytes 1,2,3-Trichloropropane and 1,2-Dibromoethane in all samples, and Dibromochloromethane in sample 22SW-17-02, 22SW-18-02, and 22SW-19-03 e. Data quality or usability affected? These analytes were highlighted in result tables indicating that it cannot be decided if these analytes occur above cleanup level in the sample, DQOs of the project are not reached. 6. QC Samples a. Method Blank i. One method blank reported per matrix, analysis and 20 samples? Yes® No ❑ N/A ❑ Comments: ii. All method blank results less than limit of quantitation (LOQ) or project specified objectives? Yes® No ❑ N/A ❑ Comments: May 2020 Page 4 294 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) iii. If above LOQ or project specified objectives, what samples are affected? Comments: iv. Do the affected sample(s) have data flags? If so, are the data flags clearly defined? Yes❑ No❑ N/A❑ Comments: v. Data quality or usability affected? Comments: b. Laboratory Control Sample/Duplicate (LCS/LCSD) i. Organics — One LCS/LCSD reported per matrix, analysis and 20 samples? (LCS/LCSD required per AK methods, LCS required per SW846) Yes® No❑ N/A❑ Comments: ii. Metals/Inorganics — one LCS and one sample duplicate reported per matrix, analysis and 20 samples? Yes® No ❑ N/A ❑ Comments: iii. Accuracy — All percent recoveries (%R) reported and within method or laboratory limits and project specified objectives, if applicable? (AK Petroleum methods: AK101 60%-120%, AK102 75%-125%, AK103 60%-120%; all other analyses see the laboratory QC pages) Yes® No❑ N/A❑ Comments: iv. Precision — All relative percent differences (RPD) reported and less than method or laboratory limits and project specified objectives, if applicable? RPD reported from LCS/LCSD, and or sample/sample duplicate. (AK Petroleum methods 20%; all other analyses see the laboratory QC pages) Yes❑ No❑ N/A❑ Comments: May 2020 Page 5 295 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) v. If %R or RPD is outside of acceptable limits, what samples are affected? Comments: vi. Do the affected sample(s) have data flags? If so, are the data flags clearly defined? Yes❑ No❑ N/A❑ Comments: vii. Data quality or usability affected? (Use comment box to explain.) Comments: c. Matrix Spike/Matrix Spike Duplicate (MS/MSD) Note: Leave blank if not required for project i. Organics — One MS/MSD reported per matrix, analysis and 20 samples? Yes❑ No❑ N/A❑ Comments: ii. Metals/Inorganics — one MS and one MSD reported per matrix, analysis and 20 samples? Yes❑ No❑ N/A❑ Comments: iii. Accuracy — All percent recoveries (%R) reported and within method or laboratory limits and project specified objectives, if applicable? Yes❑ No❑ N/A❑ Comments: iv. Precision — All relative percent differences (RPD) reported and less than method or laboratory limits and project specified objectives, if applicable? RPD reported from MS/MSD, and or sample/sample duplicate. Yes❑ No❑ N/A❑ Comments: May 2020 Page 6 296 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) v. If %R or RPD is outside of acceptable limits, what samples are affected? Comments: vi. Do the affected sample(s) have data flags? If so, are the data flags clearly defined? Yes❑ No❑ N/A❑ Comments: vii. Data quality or usability affected? (Use comment box to explain.) Comments: d. Surrogates — Organics Only or Isotope Dilution Analytes (IDA) — Isotope Dilution Methods Only Are surrogate/IDA recoveries reported for organic analyses — field, QC and laboratory samples? Yes® No❑ N/A❑ Comments: ii. Accuracy —All percent recoveries (%R) reported and within method or laboratory limits and project specified objectives, if applicable? (AK Petroleum methods 50-150 %R for field samples and 60-120 %R for QC samples; all other analyses see the laboratory report pages) Yes❑ No® N/A❑ Comments: VOCs: Surrogate recovery in not project specific MS/MSD sample 1667982MS for 4- Bromofluorobenzene (field extract) was above QC limits. The sample is not project specific and recovery and precision in the MS/MSD were within QC limits indicating that data usability is not affected. No qualifier was applied to corresponding samples iii. Do the sample results with failed surrogate/IDA recoveries have data flags? If so, are the data flags clearly defined? Yes❑ No® N/A❑ Comments: This was for not project specific MS/MSD sample and all results were within QC limits. iv. Data quality or usability affected? Comments: Data quality is not affected. May 2020 Page 7 297 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) e. Trip Blanks i. One trip blank reported per matrix, analysis and for each cooler containing volatile samples? (If not, enter explanation below.) Yes® No❑ N/A❑ Comments: ii. Is the cooler used to transport the trip blank and VOA samples clearly indicated on the COC? (If not, a comment explaining why must be entered below) Yes❑ No❑ N/A® Comments: Only one cooler was submitted iii. All results less than LOQ and project specified objectives? Yes® No❑ N/A❑ Comments: iv. If above LOQ or project specified objectives, what samples are affected? Comments: v. Data quality or usability affected? Comments: f. Field Duplicate i. One field duplicate submitted per matrix, analysis and 10 project samples? Yes® No❑ N/A ❑ Comments: Sample 22SW-18-02 is duplicate to sample 22SW-17-02 ii. Submitted blind to lab? Yes® No ❑ N/A ❑ Comments: May 2020 Page 8 298 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) iii. Precision —All relative percent differences (RPD) less than specified project objectives? (Recommended: 30% water, 50% soil) RPD (%) = Absolute value of: (RI-R2) x 100 ((Ri+R2)/2) Where Ri = Sample Concentration R2 = Field Duplicate Concentration Yes® No❑ N/A❑ Comments: iv. Data quality or usability affected? (Use the comment box to explain why or why not.) Comments: g. Decontamination or Equipment Blank (If not applicable, a comment stating why must be entered below)? Yes ❑ No ❑ N/A® Comments: Equipment decontamination was not required for this project i. All results less than LOQ and project specified objectives? Yes❑ No❑ N/A❑ Comments: ii. If above LOQ or project specified objectives, what samples are affected? Comments: iii. Data quality or usability affected? Comments: May 2020 Page 9 299 1222963 Laboratory Report Date: 07/12/2022 CS Site Name: Seward — Jessie Lee Home (JLH) 7. Other Data Flags/Qualifiers (ACOE, AFCEE, Lab Specific, etc.) a. Defined and appropriate? 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Prepared by: Kasteler Consulting, Inc. March 2022 318 Draft Environmental Work Plan Jessie Lee Home Building Demolition - Page Intentionally Left Blank - 319 TABLE OF CONTENTS 1. INTRODUCTION.......................................................................................................1 1.1. Site Description and Background...........................................................................1 I.I.I. Balto Building........................................................................................... 4 Boilers, Floor Sump and Fuel Piping Area.............................................................. 4 ASTContainment................................................................................................. 5 FloorDrains and Piping........................................................................................ 5 1.1.2. Jewel Building........................................................................................... 6 FloorDrains and Piping........................................................................................ 6 Boiler 7 1.2. Project Objectives................................................................................................ 7 1.3. Regulatory Framework......................................................................................... 8 2. FIELD ACTIVITIES.................................................................................................10 2.1. Contaminated Material Excavation, Treatment, Transport and Disposal ................... 10 2.1.1. Contaminated Soil Excavation..................................................................10 2.1.2. Concrete Segregation and Removal........................................................... 10 2.1.3. Contaminated Media Treatment, Transportation and Disposal ...................... 11 2.2. Field Screening.................................................................................................. 11 2.3. Analytical Sampling...........................................................................................12 2.3.1. Waste Characterization Sampling..............................................................13 2.3.2. Excavation Confirmation Sampling........................................................... 13 2.3.3. Sample Management................................................................................ 14 2.3.4. Sample Documentation and Numbering..................................................... 14 2.3.5. Sample Custody.......................................................................................14 2.3.6. Sample Packaging and Shipping................................................................ 15 2.4. Investigative Derived Waste................................................................................ 15 2.5. Reporting..........................................................................................................15 3. REFERENCES ..........................................................................................................17 APPENDICES A: Figures B: Photographic Log C: Analytical Data Package D: Chemical Data Review and ADEC Checklist E: Preliminary Conceptual Site Model F: ADEC Draft Work Plan Comments G: Qualified Environmental Professional Resume 320 LIST OF ACRONYMS 18 AAC 75....... Title 18 Alaska Administrative Code Chapter 75 ADEC .............. Alaska Department of Environmental Conservation bgs ................... below ground surface °C..................... degrees Celsius CFR ................. Code of Federal Regulations Coldfoot........... Coldfoot Environmental Services Inc. COS ................. City of Seward Cy .................... cubic yard DOT ................. Department of Transportation DRO ................ diesel range organics EPA ................. Environmental Protection Agency ft ...................... feet GRO ................ gasoline range organics KCI .................. Kasteler Consulting Inc. mg/kg............... milligram per kilogram PAH ................. polycyclic aromatic hydrocarbons PID .................. Photoionization detector POL ................. petroleum, oil and lubricants ppm.................. parts per million QC ................... Quality Control RCRA .............. Resource Conservation and Recovery Act RRO................. Residual Range Organics SGS.................. SGS Environmental Services, Inc. Sq ft ................. Square foot TCLP ............... Toxicity Characteristic Leaching Procedure µg/kg................ microgram per kilogram VOC ................ volatile organic compound 321 1. INTRODUCTION Kasteler Consulting, Inc (KCI) has prepared this Environmental Work Plan on behalf of Coldfoot Environmental Services Inc. (Coldfoot) to detail environmental support activities that have been conducted to date at the Seward Orphanage — Jessie Lee Home, Seward, Alaska (herein also referred to as the "site") and those remaining to be conducted to complete the project objectives. Coldfoot was contracted by the City of Seward (COS) to demolish the site buildings and related utility infrastructure within the building footprints. Coldfoot contracted KCI to assist with the characterization and disposal of petroleum, oil, and lubricant (POL) contaminated concrete and the investigation of other potential environmental concerns such as floor drains, subsurface utility connections (water and septic) and to evaluate for potential soil contamination. Initial investigative findings and soil analytical results are presented below in Section 1.1. Environmental activities covered under this EWP include the excavation and offsite treatment/disposal of POL contaminated concrete and soil contaminated with POL and metals greater than ADEC regulatory cleanup levels at the site so Coldfoot can complete site restoration activities and the property be available for construction of a city park. 1.1. Site Description and Background The property consists of Lots 15A and 15B, Jesse Lee Heights Subdivision, Addition No. 4. Lot 15B is a 72,268 square foot parcel which is primarily accessed off Phoenix Road. The northeast comer of the lot also adjoins Benson Drive. Lot 15A is an 43,449 square foot parcel that is accessed off Benson Drive (2001 COS). In total the site, approximately 2.6 acres in size (Figure 1, Appendix A). The Seward Orphanage, also known as the Jesse Lee Home for Children, was a former home for displaced children. Original construction in 1925-1926 included two dormitories, Jewel Guard Hall and Goode Hall. The Balto Building was added between the two dormitories in 1937 and provided dining space and a large kitchen. The home was operated by the United Methodist Church from its opening in 1926 until the 1964 earthquake after which the Goode Hall building suffered extensive damage, was demolished, and operations were relocated to a new building in Anchorage, Alaska. The following is a list of known owners and projects that have been proposed for the Jesse Lee Home since its closure after the 1964 earthquake (2001 COS). 1965 Alaska Children's Services (Methodist Women's Home Missionary Society) transferred ownership to the City of Seward 1970 Development Corporation of America purchased and proposed development that included condominiums, apartments, and a convention hall - City of Seward had ownership at some point during this time + 1973 Last Frontier Inc. purchased and proposed development of a hotel + 1981 City of Seward had ownership at some point during this time 1984 M&I Partnership (Frank Irick & Mary Bellenir) purchased and proposed development of the home into condominiums and time shares. Frank Irick received a CUP for this project that expired in 1984. 1991 Billy "Blackjack" Johnson started a movement to raise $400,000 to purchase the home, and preserve the site as a historical building/museum +1995 Seward Senior Center proposed to restore the buildings for senior housing.According to Judy Martin, who was the Director of the Senior Center at that time, two engineer 1 322 reviews were completed at that time with conflicting results as to whether the structures could be restored 1996 Daniel Claugus, in agreement with Frank Irick, obtained a CUP for a hotel complex. He obtained two extensions and the CUP expired in 1997. According to a 1998 letter from Mr. Irick, Mr. Claugus was unable to obtain financing. 1998 Frank Irick obtained a CUP for a hotel complex that expired in 1999 1999 Dale Lindsey hired Franklin & Associates, Consulting Engineers, to examine the condition of the building and provide a preliminary opinion as to the feasibility of converting the structure into either a hotel or office building. That evaluation determined that the structure should be considered unstable, and that a significant engineering effort would be required to establish the required structural capacity of the building, The report concluded that, rebuilding the structure will require substantial work and material effort involving all of the basic structural components and will be a relatively expensive undertaking. 2000 Friends of the Jesse Lee Home entered into an agreement with the COS to restore the buildings sometime around 2000. Efforts to restore the Jewel and Balto buildings were made over the years from 2000 on however, after little progress and building deterioration, the City of Seward voted to demolish the buildings in 2020 (Wikipedia). The City of Seward contracted Coldfoot to demolish the buildings in 2020 and work began in the spring of 2021. Upon the request from Coldfoot, a site visit was conducted by KCI in October of 2020 to visually inspect the buildings and evaluate the following environmental concerns prior to building demolition. Photos 1 and 2 in Appendix B present the general as -built building layouts. 1) Floor drains and septic. It was unknown if the buildings were connected to a drain/septic system and the location of the septic system, if present, was not known. The COS indicated the buildings were not connected to city sewer and water utilities. Building basements were inspected for floor drains or other subsurface structures that could potentially be classified as an Environmental Protection Agency (EPA) Class V Injection Well. In the Jewel Building, no floor drains were identified, and all interior drain piping was observed to properly extend through the concrete floor and stem walls. No staining was observed on the concrete floor and no other indication of potential environmental concerns were identified. In southern half of the Balto Building basement, two floor drains were identified, one floor drain provided drainage for a trench drain system and the second was a box style floor drain. The trench drain system was recessed in the concrete floor and formed a rectangle several feet within the room from the foundation wall. The trench drain was full of vegetation debris but appeared to drain into one floor drain (Photo 3, Appendix B). The trench drain system is not seen on the Balto Building as -built map but the floor drain location and drain line to the south are documented. The second floor drain was a square box style floor drain located on the north side of the small room in the southeastern corner of the building and in front of what was likely a service door way (Photo 4, Appendix B). This floor drain is not shown on the as -built map. The drain contained a layer vegetation matter and debris. There was no staining on the concrete floor or potential environmental concerns were identified in the southern half of the building. The northern half of then Balto Building basement contained the buildings boilers, 2 323 mechanical equipment, piping and fuel storage. The concrete floor in the northern half was at a slightly lower elevation compared to the southern half of the building. One potential floor drain was identified on the north side of the eastern boiler where a six in round metal pipe stuck up slightly from the floor (Photo 5, Appendix B). The pipe did not appear to be original as the concrete around it was chipped and previously patched. Heavy fuel staining and a strong fuel odor was present on the concrete in the area. It could not be confirmed if the pipe was a floor drain and was connected to the building drain system. No floor drains are documented in the area on the Balto Building as -built map. A rectangle floor sump was located near the end of the eastern boiler and is documented on the as -built map. A trench drain extended from the floor sump north along the front of the AST containment (Photo 5, Appendix B). 2) Above Ground Storage Tanks (ASTs). Two 2,000-gallon ASTs were present in the basement of the Balto building along with two smaller 400-gallon ASTs. The two 2,000-gallon ASTs were located within a concrete containment that also served as part of the building's exterior foundation and interior wall supports in the northwest corner of the building. Several inches of black tar from what was suspected to be Bunker C mixed with fuel oil and debris was present on the concrete containment floor area (Photos 6 and 7, Appendix B). The ASTs contained several hundred gallons of fuel oil each. The two smaller ASTs located on stands outside of the containment along the western foundation wall were 400 gallons in size and empty. Tar and oil surface staining on the concrete floor was present on the floor area around the two smaller ASTs. Various configurations of fuel piping extended from the ASTs to the boiler area. 3) Contaminated concrete: Tar and oil surface staining on the concrete floor was present in the area around the boilers. During the spring of 2021 Coldfoot completed abatement and demolition of the Jewel and Balto structures except for the concrete building foundations. The ASTs in the Balto building and any remaining fluids were removed by Coldfoot and delivered to U.S Ecology in Anchorage for cleaning and recycling. This included the oil, fuel, debris sludge mixture from the cleaning and scraping of the AST containment floor. On June 5th and 7th, 2021 KCI conducted preliminary visual inspections and evaluation of concrete building foundations and drains for environmental site concerns with Coldfoot. An excavator was used to break apart and remove sections of the buildings concrete foundations to chase and expose buried utilities, segregate visually contaminated vs non contaminated concrete and to aid in the collection of soil and concrete characterization samples. Soil and concrete characterization samples were collected by an ADEC Qualified Environmental Professional, as defined in 18 AAC 75.333 and 18 AAC 78.088, following the Alaska Department of Environmental Conservation (ADEC) Field Sampling Guidance (FSG) collection methods. The samples were submitted to SGS Environmental Services, Inc. (SGS) in Anchorage for analysis following standard chain of custody procedures. Sample analysis included the following methods: • Benzene, toluene, ethylbenzene, and xylene (BTEX) EPA SW-486, Method 8260B • Volatile Organic Compounds (VOCs)-EPA SW-486, Method 8260B • Gasoline Range Organics (GRO) -State of Alaska Method AK 101 3 324 • Diesel Range Organics (DRO) -State of Alaska Method AK 102 • Residual Range Organics (RRO) -State of Alaska Method AK 103 • Polycyclic Aromatic Hydrocarbons (PAHs)-EPA SW-486, Method 8270 SIMs • Resource Conservation and Recovery Act (RCRA) in 40 Code of Federal Regulations (CFR) metals (Total and TCLP) analysis by Method SW-6020 and SW 1311/6020. The sample results were compared to ADEC's Method 2 soil cleanup levels as outlined in ADEC regulations 18 AAC 75.340, Tables B 1 and B2, Under 40 Inch Zone, Migration to Groundwater and RCRA criteria. Project features were surveyed to provide spatial reference information for figure generation, and to document soil sample locations. A RS Geospatial LT500T handheld GPS receiver with submeter accuracy was used to complete the survey. Soil sample locations, select results and investigate findings are presented in Figure 2 and Figure 3 (Appendix A) for the Jewel and Balto Buildings respectively. Basic as -built images provided by the City of Seward for the Jewel and Balto Buildings were used as a guide and updated with the actual utility locations as identified during the inspections (Photos 1 and 2, Appendix B). Investigative findings and associated soil sample analytical results for each building are detailed in the following sections and corresponding photographs are presented in Appendix B, Photographic Log. The project sample summary log is presented in Appendix C. The SGS analytical data package is presented in full in Appendix C. A Level 2 Chemical Data Review with qualified data tables and the ADEC checklist were completed by Sustainable Earth Research and are presented in Appendix D. 1.1.1. Balto Building The following sections detail the Balto Building environmental investigation findings and analytical soil sample results. Boilers, Floor Sump and Fuel Piping Area Investigation activities began with the demolition of the floor sump and the surrounding concrete pad in front of the boilers in what was the Balto building basement. The floor sump was a box approximately 35 x 28 inches in size that was recessed 24 inches below the surrounding concrete floor. A metal pipe elbowed 90 degrees into the sump on the western wall from an unknown source (Photo 8, Appendix B). The concrete floor in the area around the floor sump and the front of the boilers had visual and olfactory indication it was fuel contaminated and therefore was segregated and containerized onsite in a 20 cubic yard dumpster. Removal of the concrete pad around the sump and the piece of pipe that was a potential floor drain, exposed a lower concrete building foundation approximately 10-foot square that contained fire brick/brick from old furnaces, debris, fuel piping and visibly fuel contaminated soil and tar material. It appeared an older building was partially demolished and covered during construction of the concrete floor of the Balto Building (Photos 9 -12, Appendix B). A soil sample (21SW-01-SO) was collected below all the building debris layers in non -visibly stained soil at a depth of approximately 36 inches below the original concrete pad elevation to vertically delineate the potential depth of soil contamination (Photo 13, Appendix B). Soil sample laboratory analysis included VOCs/BTEX, DRO/RRO and PAHs. The sample had a detection for DRO greater than the ADEC cleanup level of 855 mg/kg. Soil sample 21SW-02-SO was collected above the previous sample but under the fuel lines to characterize the black tar like 0 325 material in the fire brick area. Laboratory analysis included VOCs/BTEX, DRO/RRO, PAHs and total RCRA metals. The sample had detections of DRO, Arsenic, Mercury, and Benzene greater than the ADEC cleanup levels. In addition, the pipe elbow visible in the sump wall was exposed along with 5 other sections of fuel piping of various dimension/length that extended under the concrete slab to the former ASTs in NW corner of the Balto building (Photo 14, Appendix B). One length of inch pipe still contained some fuel/water mix which was drained into absorbent pads. All pipe sections were removed for disposal. Soil sampling was not conducted in this area because clumps of Bunker C contaminated soil are present along the entire length of the larger 2" piping however it visually appeared limited to the pipeline corridor. All concrete removed from the floor in this area was visibly contaminated and was also containerized in the dumpster. AST Containment The AST containment area was a concrete room that housed two x 2,000-gallon ASTs and was also part of the building foundation. The western concrete wall inside the building was several feet high to create a containment that was accessed by ladder. A layer of hard black tar remained on the floor and on the lower portion of some of the walls after the ASTs were removed and the area scraped and cleaned by Coldfoot. KCI observed the demolition of sections of the lower tar covered portions of the concrete containment walls/building footer and the containment floor. The tar layer on the floor was up to 1/4 thick and the tar seeped down through several cracks in the floor and along the perimeter of the containment where the floor and wall concrete met. The soil contamination below the concrete floor appeared to generally isolated to these locations where thick globs of tar were present on the soil. The tar on the wall/footings was a thin >1/8 layer on the first 12 to 16 inches of wall and areas along the floor joint where the tar seeped through. Suspected fuel contaminated/Bunker C coated concrete was segregated using the excavator and picked by hand for smaller pieces and placed into the 20-cy dumpster (Photos 16 to 19, Appendix B). A concrete sample (21 SW-10-CO) was collected from the containment floor to characterize the fuel contaminated concrete to guide disposal. Sample analysis included DRO/RRO, PCBs and Total RCRA Metals. The sample had a detection of 2,890 mg/kg for DRO, 3,060 m/kg for RRO, non - detect for PCBs and below RCRA action limits for TCLP metals. Soil sample 21SW-05-SO was collected from soil under the concrete in the center of the containment floor to evaluate for soil contamination in an area that did not have tar. The sample did not have any detections above ADEC cleanup criteria. The excavator dug test pits on the outside of the northern and eastern walls of the containment to a depth below the containment floor (Photo 20, Appendix B). Two soil samples were collected to characterize/verify soil contamination did not extent out of the containment footprint on the north and eastern walls. The northern sample (21SW-04-SO) did not have detections above ADEC cleanup criteria but the eastern soil sample, 21 SW-03-SO, had a detection of DRO at 264 mg/kg, just above the ADEC cleanup level of 250 mg/kg. Floor Drains and Piping The building floor drains, and sewer/drain lines were exposed with an excavator and traced to the edge of the building. Two drain systems were present in the Balto Building, a ductile iron drain system and a ceramic drain system. The ductile iron drain system began adjacent to the stairs on the western side of the building. Upper floors drained into the main line that completed several 90- 5 326 degree bends around the southwestern basement room concrete slab before exiting the building. A separate line from the Jewel building also entered the Balto building on the western side and connected to the main drain line. The ductile iron drain system was removed to the edge of the building on the southern wall where it was plugged with spray foam. All the ductile drain lines were well connected without any breaks or evidence of leaks. A lower ceramic drainpipe 8 to 10 inches in size was also identified below where the ductile drainpipe was capped. The ceramic pipe appeared to be oriented NW -SE but was not traced (Photos 21 to 25, Appendix B). The ceramic drain system of the Balto building included a floor drain box near the SE corner of the building (not seen in the as built) (Photo 24, Appendix B) and the single drain near the south-central portion of the build associated with the floor trench drain system. The drain box had a 5 inch ceramic drain pipe which extended 25 ft from the drain box South -Southwest, then made an almost 90 degree turn into a larger ceramic drainpipe which then connected to the 12" ceramic drainpipe on the southern building wall below the Balto Building drain. The 5" drainpipe was observed to be dry, without contents and did not have an odor or indication of potential contamination. No indication of soil contamination was identified around the box/drainpipe origin, but a soil sample was collected (VOC/BTEX, DRO/RRO, PAHs and RCRA metals) for confirmation. The sample was non -detect for almost all compounds. The second floor drain opening was not located but the ceramic piping was uncovered. The piping appeared to have been all intact up to the edge of the building and there was no indication of soil contamination (Photo 25, Appendix B). 1.1.2. Jewel Building The following sections details the Jewel Building environmental inspection findings and analytical sample results. Floor Drains and Piping The Jewel Building floor drains and sewer/drain lines were exposed with an excavator and traced. All floor drains and drain lines located within the building footprint consisted of ductile iron and were well connected without any breaks. From the center of the building the lines drained to the west and east due to the different elevations of various parts of the building. The portion that drained to the east was all ductile pipe until the drainpipe exited the eastern side of the building where it transitioned to ceramic pipe which extended to the Balto building where it again connected to ductile pipe when it entered the Balto building (Photos 27 to 29, Appendix B). The western half of the drain system exited the building at the west wall just north of the former stairs. This half of the drain system was also ductile iron pipe inside the building but was identified to connect to a 7" wood stave pipe outside the building. A ceramic 4" drainpipe was also identified above the wood stave pipe (Photo 30 to 34, Appendix B). The two lines extended along the building footer to the south but the termination points of the two pipelines past the building edge were not determined. This half of the drain system was also intact, in good condition and there were no environmental concerns identified. Both the ceramic and wood stave pipe ends were plugged with spray foam. Near the center of the building a single bathtub style drain was identified along with what was suspected to be other sections of water piping and debris from a bathroom covered up during the 0 327 Jewel Building construction (Photo 35, Appendix B). After a thorough inspection, there were no environmental concerns identified in the area. Boiler During a walk around inspection, an opening was identified in the concrete pad at the SE corner of the Jewel building. A floor drain had not been noted in the area however the opening was initially suspected to be a floor drain. After removal of the concrete pad, an old metal boiler, approximately 8 ft x 3ft in size was discovered buried below the pad (Photo 35 to 38, Appendix B). The original location of the boiler is not known. The initial opening identified in the concrete floor occurred where the concrete gave way over a 4" pipe opening in the side of the boiler. A 6" vertical section of 4" pipe that was potentially a plugged floor drain not connected to the building drain system was also identified. No odor or soil staining was identified but a soil sample (21SW-09-SO) was collected to verify the potential floor drain and boiler were not a potential source of contamination. Fuel compounds were detected in the sample however only the compound Naphthalene exceeded the ADEC cleanup level. 1.2. Project Objectives The objective of this project is to remove contaminated media greater than ADEC regulatory cleanup levels from the site so the site may be closed with ADEC, site restoration activities completed, and a new city park constructed. Specific project tasks to achieve this goal were developed based on June 2021 investigation finding and analytical results. Specific project tasks include the following. • Verify/Complete contaminated concrete segregation and removal around the Balto building boiler and AST containment areas. • Segregate the dumpster containerized contaminated floor concrete material from the AST containment stem walls. Dispose of fuel contaminated concrete with the contaminated soil. Collect a new concrete waste characterization sample from the remaining concrete with the objective of disposing of the remaining concrete at the Anchorage Regional Landfill. • Contaminated soil excavation, transportation, and disposal. Removal contaminated soil greater than ADEC regulatory cleanup levels at the Jewel Building boiler area, and the at the Balto Building in the boiler sump, fuel piping and AST containment areas. Due to the presence of Mercury in the Balto building sump area soil waste characterization sample, the soil from this area cannot be thermally treated and must be disposed of out of state in an EPA Subtitle C approved landfill. • Confirmation soil sampling to document excavation clean limits and/or concentrations remaining in accordance with ADEC guidance. • After Action Report. An after -action report detailing all site activities including but not limited to, contaminated media excavation, handling and disposal, waste disposal certificates, sampling activities summary along with analytical laboratory data reports, qualified data results, waste disposal records, site conclusions and recommendations. 7 328 1.3. Regulatory Framework The regulatory framework to guide the execution of this project was developed in consideration of the following regulations and guidance documents: • Field Sampling Guidance, (ADEC 2020) • 18 AAC 75, ADEC Oil and Other Hazardous Substances Pollution Control, (ADEC 2018) • 18 AAC 78 Site Characterization and Assessment (ADEC 2017) • Resource Conservation and Recovery Act (RCRA) in 40 Code of Federal Regulations (CFR) Sampling will be conducted by an ADEC Qualified Environmental Professional, as defined in 18 AAC 75.333 and 18 AAC 78.088. The cleanup criteria for this project will be ADEC's Method 2 soil cleanup levels as outlined in ADEC regulations 18 AAC 75.340, Tables B 1 and B2, Under 40 Inch Zone, Migration to Groundwater. The detection of Mercury in the soil sample identified RCRA waste on this site. In accordance with EPA regulations, a hazardous waste Site identification number (RCRA Site ID) will be obtained for the site through the EPA Region 10. The handling of regulated waste will comply with the RCRA in 40 CFR Parts 260 through 263 and the United States Department of Transportation (DOT) regulations Title 49 CFR Parts 106 through 180. Solid waste will be handled in accordance with 18 AAC 60, 62, and/or 75, as applicable. 0 329 330 2. FIELD ACTIVITIES The following sections present the field activities to be conducted to complete the project. 2.1. Contaminated Material Excavation, Treatment, Transport and Disposal The following section outlines the contaminated soil and concrete excavation, packaging, transportation, treatment/disposal methods and requirements. 2.1.1. Contaminated Soil Excavation Soil excavation will be conducted to remove known soil contamination and will be guided based on visual and olfactory evidence in addition to PID field screening results. Soil with visible stains, odor of fuel or headspace field screening test results >20 ppm will be considered fuel contaminated and excavated. Contaminated soil excavation will be conducted at the Jewel Building Boiler and the Balto Building Boiler and AST containment areas. At the Jewel Building boiler, the boiler will be removed, recycled/disposed of offsite and an estimated one to three cubic yards of soil excavated to address the identified soil contamination. At the Balto Building, soil excavation will be conducted within the footprint of the AST containment area, the fuel piping runs and the boiler areas to remove tar, contaminated soil, and any contaminated construction debris (bricks). An estimated 30 to 50 cubic yards of contaminated material is to be removed. Soil excavation will be conducted in a manner that will prevent contaminated soil from becoming mixed with previously uncontaminated soil. The depth to groundwater at the site is anticipated to be near a depth of 200 ft as reported in the closest water well located 1/3 mile to the northwest in the City of Seward Citizens Field Park (DNR WELTS). However, if groundwater or perched water is encountered during soil excavation, a soil sample will be collected from within the first six inches of the water - saturated soil or within the zone of the seasonal water table fluctuation. No dewatering is anticipated during this project. Contaminated soil will be loaded directly into 20 foot open top shipping containers or 1 cy bulk bags for offsite transport and disposal. Contaminated soil excavation will continue until PID results indicate the extents of contamination have been reached or the contract quantities are met. Construction of temporary soil stockpiles is not anticipated however, if temporary soil stockpiles are required to complete the work they will be built, maintained, and sampled in accordance with ADEC guidance. Following completion of contaminated soil excavation activities, excavation confirmation soil samples will be collected. 2.1.2. Concrete Segregation and Removal The June 2021 concrete waste characterization sample results indicate the concrete flooring contains fuel contamination at concentrations greater than the Anchorage Regional Landfill accepted criteria. Fuel contaminated concrete may be comingled with contaminated soil however the concrete must be less than 1 foot in size. Contaminated concrete (floor material and any visibly stained or tar covered material) containerized in the 20 cubic yard dumpster onsite will be broken to size and co -mingled with the contaminated soil for offsite disposal. Concrete with no odor and a minimal tar covering (AST containment wall/footer) will be segregated and a concrete waste characterization sample collected for DRO/RRO and RCRA metals (Total and TCLP). The objective will be to dispose of the remaining concrete material at the Anchorage Reginal Landfill. 10 331 2.1.3. Contaminated Media Treatment, Transportation and Disposal June 2021 soil and concrete analytical waste characterization results were compared to ADEC 18 AAC 75.341 Tables B 1 and B2 cleanup criteria and reviewed utilizing Resource Conservation and Recovery Act (RCRA) criteria and a hazardous waste determination made.to determine appropriate handling and disposal in accordance with ADEC and Federal regulations. Due to the detection of Mercury greater than the ADEC cleanup level the soil cannot be thermally treated in Alaska and is classified non -hazardous RCRA waste and will be transported to Columbia Ridge Subtitle D landfill in Arlington, Oregon for disposal. This landfill is a permitted Hazardous Waste Treatment, Storage and Disposal Facility (TSDF) in accordance with Code of Federal Regulations (CFR), Title 49, Chapters 171-180. In general, Bills of Lading and Waste profiles and manifests will be prepared for the shipment of waste and will be completed to meet the following requirements, as applicable: • 49 CFR 172 Subpart B (Table of Hazardous Materials and Provisions) • 49 CFR 172 Subpart C (Shipping Papers) • 49 CFR 172 Subpart G (Emergency Response Information) Contaminated soils transported off -site for disposal shall be covered and fully contained in leak- proof and dust -proof lined vehicles to the degree necessary to prevent discharge or spillage during transport. A Transport, Treatment & Disposal Approval Form for Contaminated Media will be completed and submitted to ADEC for approval prior to transporting contaminated soils from the site. 2.2. Field Screening Field screening will be performed using a photo -ionization detector (PID) during excavation activities to delineate known locations of contaminated soil and to determine excavation confirmation analytical soil sample collection locations. Field screening methods will be conducted accordance with the heated headspace screening method prescribed in ADEC Field Sampling Guidance (FSG). Field screening soil samples will be collected by hand or from the excavator bucket using a disposable stainless -steel spoon. The sampler will collect soil directly into quart -sized Ziploc® bags with double lock seals. The Ziploc® bags will be partially filled with soil and immediately sealed to trap the volatile vapors. The headspace samples will then be warmed to at least 40' F for a period of 10 minutes but not longer than one hour to permit headspace vapors to develop in the bag. The screening samples will be agitated for 15 seconds at the beginning and end of the headspace development to promote volatilization prior to screening with the PID. After sufficient time has passed for the development of vapors, the PID sampling probe will be inserted into the bag to measure the volatile organics. The results will be documented in the field logbook. Contaminated soil excavations will be field screened in accordance with ADEC Table 2B frequencies; 5 field screening samples for the first 50 square feet (sq ft), 5 additional up to 124 sq ft and 1 per 25 sq ft up to 250 sq ft of excavation base with sidewalls field screening 1 per 10 sq ft with screening sample locations from the zone(s) of highest perceived contamination based on visual and olfactory observations in accordance with the ADEC FSG. The project team will 11 332 consider any PID readings >20 ppm as indicative of the potential presence of fuel contamination and continue contaminated soil excavation. Once all field screening results are < 20 ppm then excavation confirmation analytical soil samples will be collected. 2.3. Analytical Sampling Analytical soil sampling will be conducted to characterize waste streams to guide disposal and to provide confirmation results after completion of excavations and to document the presence or absence of any remaining soil contamination at removed site structures. Soil samples will be placed in containers quickly and in the order of volatility; BTEX/VOC, GRO, DRO/RRO, PAHs and metals. For volatile samples the following procedures will be followed: • Collect a minimum of 25 grams of soil with minimum disturbance directly into a tared 4- oz jar with a Teflon® -lined septum lid. Immediately after collection, add one 25-mL aliquot of methanol and then seal the lid on the jar. This step must be completed as quickly as possible to minimize the loss of volatiles. Agitate sample to verify soil is completely submerged in the methanol. • Collect a sample of the same material from the same location in an unpreserved jar for percent moisture determination if the sample is not accompanied by an unpreserved jar for other analytical analysis. • A trip blank sample will be included with the volatile samples for evaluation of the field sample collection quality control. Soil collected for the remaining analyses will be placed into clean laboratory -provided sample jars without preservative. Samples will be placed in a cooler with gel -ice to retain samples between 0°C and 6°C. Field duplicates will be collected at a minimum frequency of 10 percent of primary samples and at least one per day per the ADEC FSG. Soil samples will be delivered to SGS Environmental Services, Inc. (SGS) in Anchorage, Alaska, under standard chain -of -custody procedures. Soil sample analysis will include the following analytes, methods, sample containers and holding times summarized in Table 1. 12 333 Table 1: Soil Sampling Specifications Analysis Method Container* Preservation Hold Time (days) (1) 4oz pre -tared McOH; Store cool at BTEX SW8260D amber glass jar <60C 14 w/TLS (1) 4oz pre -tared McOH; Store cool at VOCs SW8260D amber glass jar <60C 14 w/TLS (1) 4oz pre -tared McOH; Store cool at GRO AK 101 amber glass jar <60C 14 w/TLS DRO AK 102 (1) 4oz amber jar Store cool at <6°C 40 w/TLC RRO AK 103 (1) 4oz amber jar Store cool at <6°C 40 w/TLC PAHs** SW8270D (1) 4oz amber jar Store cool at <6°C 40 w/TLC RCRA (1) 4oz amber jar metals SW6020 w/TLC Store cool at <6°C 40 (Total) RCRA (1) 4oz amber jar metals SW6020 w/TLC Store cool at <6°C 40 (TCLP) * multiple analysis may be combined in the same jar if approved by the laboratory ** collected at 10% frequency TLS — Teflon lined septa TLC — Teflon lined cap McOH — methanol 2.3.1. Waste Characterization Sampling Previous 2021 analytical results were used to classify the contaminated soil and concrete onsite and generate waste profiles for disposal however, additional soil and concrete waste characterization samples will be collected to further characterize waste for further segregation and disposal guidance. Sample analysis will include DRO/RRO, RCRA metals (total and TCLP). 2.3.2. Excavation Confirmation Sampling Upon reaching contaminated soil excavation extents and PID field screening is complete, analytical confirmation soil samples will be collected from the floor(s) and sidewalls of the excavated areas where PID results were highest following ADEC FSG to confirm contaminated soil removal or to quantify any remaining in -situ soil contamination. Analytical soil samples will be collected per ADEC Table 2B frequencies; 1 for the first 50 sq ft of area, two additional up to 124 square feet 13 334 and 2 for every additional 25 square feet up to 250 square feet. Two samples are required every 100 square feet over 250 square feet of floor area. Soil samples on excavation sidewalls will be collected at one per sidewall plus one additional for areas over 250 sq ft. Soil samples will be collected and handled in accordance with ADEC FSG. At the Jewel Building boiler excavation, sample analysis will follow the ADEC FSG Appendix F analysis for Diesel and Fuel Oils; GRO/BTEX, VOCs, DRO and PAHs. At the Balto Building excavation, soil sample analysis will include FSG Appendix F analysis for Diesel and Fuel Oils (GROBTEX, VOCs, DRO/RRO, PAHs) in addition to RCRA metals (Total). 2.3.3. Sample Management The possession and handling of individual samples will be traceable from the time of collection to the time the laboratory reports the results of chemical analysis. The following sections present the sample handling procedures and documentation. A bound and sequentially numbered field logbook will be maintained daily to document all field activities, including the collection of each sample. Field notes, including the logbook, and groundwater data sheets will provide a record of information such as team members, sample locations, field screening results, site observations, and work directives. 2.3.4. Sample Documentation and Numbering When a sample is collected, it will be recorded in the field logbook and at the same time the sample identification number will be placed on the sample container. Samples will be assigned unique identifiers. Samples will be labeled as follows: • YY - Year of sample collection (22) • Location - Ex. SW (i.e. Seward) • Number - Ex. 11 — (to continue from previous numbering) • Type - Ex. SO — groundwater, SO — Soil • Depth - Ex. 05 — 5 feet below ground surface For example, the sample, 22SW-08-SO-05, identifies the 8th soil sample collected from a depth of 5-foot below ground surface. 2.3.5. Sample Custody Procedures will be followed to ensure the custody and integrity of the samples, beginning at the time of sample collection and continuing through the transport, laboratory's receipt, extraction or preparation, analysis, storage, data generation, reporting, and final sample disposal. Once a sample is collected, it will be placed in an iced cooler and will remain in the custody of the field team individual who collected the sample, or the designee, until it is delivered to SGS North America, Inc, in Anchorage, an ADEC approved analytical laboratory. A sample is defined as being under a person's custody if any of the following conditions exist: (1) it is in their possession, (2) it is in their view, after being in their possession, or (3) it is in a designated secure or locked area. 14 335 Chain of custody (COC) records will be maintained for all field and quality control (QC) samples. The following sample information will be documented on the laboratory COC forms: • Sample identification; • Date and time of sample collection; • Sample description (including name, location, and sample type); Preservative used; • Analyses required; • Name of collector(s); • Pertinent field data (high indication of contamination, notable moisture content); • Custody transfer signatures with date and time of hand over between the field personnel, shipper, and laboratory representative. A properly completed COC form for the samples will be placed in a self -sealing -type bag, which will then be taped to the inside lid of the cooler. A separate COC form will be completed for each cooler. Each cooler will be taped closed on the outside with strapping tape and sealed with signed - and -dated custody seals placed on opposite sides and diagonally across the corners of the lid. 2.3.6. Sample Packaging and Shipping The samples will be transferred to the analytical laboratory, SGS in Anchorage, with sufficient time to extract and analyze the sample within the holding time requirements of the analytical method(s). A laboratory representative will receive the coolers ensuring the sample custody integrity and sign a daily chain of custody notebook. Samples will be packaged and shipped according to the following procedures. • Samples will be transported in hard plastic coolers. • Inert absorbent material will be placed in the bottom of the cooler to a depth of two to four inches. • Samples will be properly labeled. • Field personnel will verify that all sample container caps are tight. • The sample coolers will be packaged with sufficient quantities of gel ice to ensure maintained temperature of 4 degrees Celsius (°C) + 2°C. The sample coolers will be stored and shipped in refrigerated containers during transport to the laboratory 2.4. Investigative Derived Waste The investigation -derived waste (IDW) that will be generated during the soil removal effort will consist of disposable sampling materials including used disposable sample gloves, sealable plastic bags, sample scoops and miscellaneous paper waste. IDW will be bagged and taped shut to be disposed at the local municipal landfill. 2.5. Reporting A Removal Action (RA) report will be completed in accordance with ADEC Reporting Guidance for Investigation of Contaminated Sites. The report will provide a thorough understanding of the 15 336 activities conducted at the site and document any deviations to the work scope and the effects of the deviations, if any, to the overall project objectives. The report will also contain tables summarizing the soil sampling results, detailed figures showing sample locations and results, analysis of the data, a completed conceptual site model for the site with graphic estimations of soil and groundwater contamination extents, a description of data gaps, if any, and the potential environmental issues that remain within the study area. If necessary, recommendations for future investigation or follow up remedial actions will be made. Supporting documents in the appendices will include a photograph log, field notes (including excavation details and monitoring well data sheets), laboratory reports with a completed ADEC Laboratory Data Review for each data package and waste certificates of disposal and transport records. 16 337 Draft Environmental Work Plan I REFERENCES ADEC, 2017. Site Characterization Work Plan and Reporting Guidance. March ADEC, 2022. Field Sampling Guidance. January ADEC, 2018. 18 AAC 75 — Oil and hazardous Substances Pollution Control. October RCRA, 40 Code of Federal Regulations Department of Natural Resources, 2020. Well Log Tracking System (WELTS). December City of Seward, 2001. Memorandum: Jessie Lee Home. August. 17 338 - Page Intentionally Left Blank - 339 APPENDIX A FIGURES 340 - Page Intentionally Left Blank - 344 APPENDIX B PHOTOGRAPHIC LOG 345 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log 5rzL- cz F o%wa.- `y E4 Lt�r6i1 L' tl M I]�/Mlf.ri =+CA1�1'�9 F-N _P Mtn I I C�I.o' I �FfThi'U1� C�✓2�� ''`+n.l. / east Co p 'LT] r 4P5tl AOL Photo 1_Balto Building As -built. Photo 2—Jewel Building As -built. 346 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 3_Balto Building basement trench drain and floor drain location facing south from the 2020 site visit. 347 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 4_Balto Building box floor drain facing east from the 2020 site visit. Photo 5_Balto Building basement facing north between the boilers toward the AST containment from the 2020 site visit. Photo 6_Balto Building containment area with the 2,000 gallon ASTs from the 2020 site visit. 348 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 7_Balto Building AST containment area sludge with debris from the 2020 site visit. Photo 8_Balto Building boiler sump prior to demolition in 2021 facing east. 349 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 9_2021 Floor sump investigation facing east with the AST concrete containment on the left. Photo 10_Boiler/floor sump area segregating suspected contaminated concrete facing northeast. 350 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 11_Boiler/floor sump area with buried building/furnace foundation and fuel piping facing east. Photo 12_Boiler/floor sump area buried building debris facing south. 351 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 13_Building layers around the boiler/floor sump area and soil sample 21SW-01-SO and 21SW-02-SO location/depths. 0 7°N (T) OO 60°7'34"N,149°26'46"W _+19ft A 141ft Photo 14_ Fuel pipelines from the boilers to the ASTs in NW corner of the Balto building. 352 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 15_Overview of Balto building AST containment and boiler/floor sump areas facing south. Photo 16_ Removing the AST containment area concrete floor facing north with contaminated concrete dumpster in the background. 353 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 17_ Contaminated concrete floor typical to AST containment. ® 50°NE (T) 0 60°7-34"N,149-26-46"W ±13ft • 137ft Photo 18_ AST containment concrete wall removal and containerizing. 354 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 19_ AST containment concrete wall/footer typical Photo 20_ Northern wall of the Balto building AST containment and the location of soil sample 21SW-04-SO. 355 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log 0 81°E (T) O 60°734"N, 149°26"46"W ±13ft • 133ft ® 'W Photo 21_ Entrance of the Jewel Building ceramic drain line into the west wall of Balto building ductile metal floor drain system. Photo 22_Removing the ductile metal floor drain system to the southern edge of the Balto building foundation. 356 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 23_ Balto building square floor drain in SE building corner. 0168°S (T) OO 60°7-34"N,149°26`46"W ±85ft ♦ 141ft Photo 24_ Balto building floor drain ceramic drain piping facing the building southern wall. 357 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log 0176.5 (T) OO 60-T34" N, 149-26-46"W ±13ft A 138ft Photo 25_ Spray foam plug in metal drain line and concrete boulder covering the ceramic drain line at the edge of the Balto building southern wall. ® 254°W (T) n 60-7-34"N,149°26-46"W ±39ft ♦ 141ft Photo 26_ Unknown ceramic drain line extending west from the sewer outlet on the southern edge of the Balto building. 358 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log 0 96°E (T) O 60°7'34"N,149°26'49"W ±13ft • 152ft Photo 27_Jewel building eastern drain branch ductile pipe location ® 87°E M D 60734"N,149°26'48"W ±13ft ♦ 143ft Photo 28_ Lower Jewel building ductile drainpipe lines and ceramic drain line extending to the Balto building. 359 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log 0 92°E (T) * 60°7'34"N,149°26'48"W ±19ft ♦ 141ft Photo 29_ Ceramic drain line extending from the Jewel building to the Balto building. 0192°S (T) n 60-7'34"N,149-26149"W ±13ft ♦ 150ft Photo 30_ Jewel building western branch ductile drainpipe line from the top level looking down. 360 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log ® 3°N (T) OO 60'7'34"N,149°26'49"W ±16ft ♦ 153ft Photo 31_Jewel building western branch ductile drainpipe line looking up. ® 263°W (T) * 60-7'34"N,149-26'48"W ±13ft ♦ 143ft Photo 32_Jewel building western branch ductile drainpipe line overview. 361 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 33_ Jewel building western drain line branch building exit point on the western wall facing south. 0157-SE (7) * 60°7'34"N,149"26'49"W ±19ft • 155ft Photo 34_Jewel building western branch ductile drainpipe transition to wood stave pipe and shallower ceramic drain pipe on the exterior of the western building wall. 362 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log ® 355-N (T) *i 60734"N,149°26'49"W ±45ft ♦ 141ft Photo 35_ Jewel building western drain line branch building exit point on the western wall facing south. €S 280°W (T) * 60°7'34" N,149-26'48"W ±29ft • 146ft i a V41, k Photo 36_ Unknown hole in the southeastern corner of the Jewel building concrete slab. 363 Appendix B: Seward Orphanage —Jessie Lee Home 2021 Initial Environmental Investigation Photographic Log Photo 37_Jewel building western drain line branch building exit point on the western wall facing south. ® 61°NE (T) O 60-7'34"N,149-26'48"W ±42ft ♦ 139ft Photo 38_ Overview of the boiler in the southeastern corner of the Jewel building. 364 - Page Intentionally Left Blank - 365 APPENDIX C ANALYTICAL DATA PACKAGE 366 O-0 a bD y N C C � f0 y -6 f0 y �� '] N '6 N N d• a c N y x 0- Y N L C U) C E L N U C Y- N -6 U O E J U J E U .0 U) U v U v .� v U J QLr- J U) v ° c E O a N O 0 v E -6 In U N U f0 U a E E '� a U u+ c N uvi C E o c E � L IV N 0 L J ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 ti O N \ \ l0 N � M M M M M M rjf N M M M F Q F U) E U) E U) E U) E c-I O E v E v E E v E E v E E v E E v a E v a E v a E v a Q Q Q Q Q Q Q Q Q Q Q Q Q a s C U \ 0 3 \ 0 3 0 00 \ 0 3 7 0 00 \ 0 3 7 0 00 \ 0 3 7 0 00 \ 0 3 7 O x N \ 0 3 O a x c-I \ o 3 O x c-I \ o 3 O x N 0 0 00 X X rl 0 O C, Cr" Cr" Cr" 0 O 0 O 0 O O U .6 00 l0 00 00 00 00 O ID 00 O ID 00 O 0p N C L O O O D O O D O O D O O D O O l0 O l0 O CID O p O ++ O l0 00 c-I \ In N N 00 c-I \ N 00 00 c-I \ In N 00 00 c-I \ In N 00 00 c-I \ In N C, O 0 7 C, O N c-I O N N M N O O O O O O N O N O N p a Q Y Y Y Y Y Q Y Q Y Q Y �� E Q Q w = w m 2 N a f0 w m 2 N a w m 2 N a m d 5 O m w w w w O V p 2 V O O O u +° N O \ z \ z v \ z \ z \ z O z O z O Oj V Oj V Oj V Oj V Oj z z z v Q p O z O O z O z O z O O V O O V O O V O v � � X a'' O O O O O O O O O N � U L U N V -O c y F O 00 00O n c-I n O c-I V1 O N N c^-I V1 00 W e{I e0ryMD1 7 M cm-I v1 M c01-I c-I N .m p p N f0 L ro U/ .t L 0 o O O O O O O O O v v m c-I N M 7 V1 I, 00 m W H O O O O O O O O V O U O U v N N N N N N N N N > N c-I N E N � �F co M SGS Laboratory Report of Analysis To: Kasteler Consulting, Inc. (KCI) 10351 Kew Court Anchorage, AK 99507 Report Number: 1213158 Client Project: CF-Seward Dear Todd Kasteler, Enclosed are the results of the analytical services performed under the referenced project for the received samples and associated QC as applicable. The samples are certified to meet the requirements of the National Environmental Laboratory Accreditation Conference Standards. Copies of this report and supporting data will be retained in our files for a period of ten years in the event they are required for future reference. All results are intended to be used in their entirety and SGS is not responsible for use of less than the complete report. Any samples submitted to our laboratory will be retained for a maximum of fourteen (14) days from the date of this report unless other archiving requirements were included in the quote. If there are any questions about the report or services performed during this project, please call Chuck at (907) 562-2343. We will be happy to answer any questions or concerns which you may have. Thank you for using SGS North America Inc. for your analytical services. We look forward to working with you again on any additional analytical needs. Sincerely, SGS North America Inc. Chuck Homestead Date Project Manager Charles. Homestead@sgs.com Print Date: 06/16/2021 4:11:12PM Results via Engage SGS North America Inc. 200 West Potter Drive, Anchorage, AK 99518 t 907.562.2343 f 907.561.5301 www.us.sgs.com � Member of SGS Group 369 L— Case Narrative SGS Client: Kasteler Consulting, Inc. (KCI) SGS Project: 1213158 Project Name/Site: CF-Seward Project Contact: Todd Kasteler Refer to sample receipt form for information on sample condition. 21 SW-02-SO (1213158003) PS 8260D - VOC surrogate recovery for 4-bromofluorobenzene does not meet QC criteria. Sample analyzed twice, results confirm. 8270D SIM - PAH elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract. 21 SW-03-SO (1213158004) PS 8270D SIM - PAH elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract. 21 SW-10-CO (1213158010) PS AK102 - 5a-androstane does not meet QC criteria due to matrix interference. 8082A - Elevated LOQ due to dilution resulting from sample matrix. 1213158004MS (1615452) MS 8270D SIM - PAH MS elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract. 1213158004MSD (1615453) MSD 8270D SIM - PAH MSD elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract. "QC comments may be associated with the field samples found in this report. When applicable, comments will be applied to associated field samples. Print Date: 06/16/2021 4:11:14PM 1200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com � Member of SGS Group 370 SGS Report of Manual Integrations Laboratory ID Client Sample ID Analytical Batch Analyte 8270D SIM (PAH) 1213158009 21SW-09-SO XMS12663 Benzo[k]fluoranthene 1213158009 21SW-09-SO XMS12663 Di benzo[a,h]anthracene Manual Integration Reason Code Descriptions Code Description O Original Chromatogram M Modified Chromatogram SS Skimmed surrogate BLG Closed baseline gap RP Reassign peak name PIR Pattern integration required IT Included tail SP Split peak RSP Removed split peak FPS Forced peak start/stop BLC Baseline correction PNF Peak not found by software All DRO/RRO analysis are integrated per SOP. Print Date: 06/16/2021 4:11:16PM 200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Reason RP RP 371 Member of SGS Group SGS Laboratory Qualifiers Enclosed are the analytical results associated with the above work order. The results apply to the samples as received. All results are intended to be used in their entirety and SGS is not responsible for use of less than the complete report. This document is issued by the Company under its General Conditions of Service accessible at <http://www.sgs.com/en/Terms-and-Conditions.aspx>. Attention is drawn to the limitation of liability, indenmification and jurisdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company's findings at the time of its intervention only and within the limits of Client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the context or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law. SGS maintains a formal Quality Assurance/Quality Control (QA/QC) program. A copy of our Quality Assurance Plan (QAP), which outlines this program, is available at your request. The laboratory certification numbers are AK00971 DW Chemistry (Provisionally Certified as of 05/27/2021 for Mercury by EPA200.8, Nitrate as N by SM 4500NO3-F and VOCs by EPA 524.2) & Microbiology & 17-021 (CS) for ADEC and 2944.01 for DOD ELAP/IS017025 (RCRA methods: 1020B, 1311, 3010A, 3050B, 3520C, 3550C, 5030B, 5035A, 6020B, 7470A, 7471 B, 8015C, 8021 B, 8082A, 8260D, 8270D, 8270D-SIM, 9040C, 9045D, 9056A, 9060A, AK101 and AK102/103). SGS is only certified for the analytes listed on our Drinking Water Certification (DW methods: 200.8, 2130B, 2320B, 2510B, 300.0, 4500-CN-C,E, 4500-H-B, 4500-NO3-F, 4500-P-E and 524.2) and only those analytes will be reported to the State of Alaska for compliance. Except as specifically noted, all statements and data in this report are in conformance to the provisions set forth by the The following descriptors or qualifiers may be found in your report: The analyte has exceeded allowable regulatory or control limits. Surrogate out of control limits. B Indicates the analyte is found in a blank associated with the sample. CCV/CVA/CVB Continuing Calibration Verification CCCV/CVC/CVCA/CVCB Closing Continuing Calibration Verification CL Control Limit DF Analytical Dilution Factor DL Detection Limit (i.e., maximum method detection limit) E The analyte result is above the calibrated range. GT Greater Than IB Instrument Blank ICV Initial Calibration Verification J The quantitation is an estimation. LCS(D) Laboratory Control Spike (Duplicate) LLQC/LLIQC Low Level Quantitation Check LOD Limit of Detection (i.e., 1/2 of the LOQ) LOQ Limit of Quantitation (i.e., reporting or practical quantitation limit) LT Less Than MB Method Blank MS(D) Matrix Spike (Duplicate) ND Indicates the analyte is not detected. RPD Relative Percent Difference TNTC Too Numerous To Count U Indicates the analyte was analyzed for but not detected. Note: Sample summaries which include a result for "Total Solids" have already been adjusted for moisture content. All DRO/RRO analyses are integrated per SOP. Print Date: 06/16/2021 4:11:19PM SGS North America Inc. 200 West Potter Drive, Anchorage, AK 99518 t 907.562.2343 f 907.561.5301 www.us.sgs.com � Member of SGS Group 372 SGS Client Sample ID 21 SW-TB-01 21 SW-01-SO 21 SW-02-SO 21 SW-03-SO 21 SW-04-SO 21 SW-05-SO 21 SW-07-SO 21 SW-08-SO 21 SW-09-SO 21 SW-10-CO Method 8270D SIM (PAH) AK101 SW8021 B SW8021 B AK102 AK103 SW6020B TCLP SW6020B SM21 2540G SW8082A SW8260D Print Date: 06/16/2021 4:11:20PM Sample Summary Lab Sample ID Collected Received Matrix 1213158001 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158002 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158003 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158004 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158005 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158006 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158007 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158008 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158009 06/05/2021 06/09/2021 Soil/Solid (dry weight) 1213158010 06/05/2021 06/09/2021 Soil/Solid (dry weight) Method Description 8270 PAH SIM Semi-Volatiles GC/MS AK101/8021 Combo. (S) AK101/8021 Combo. (S) BTEX 8021 prepped by AK101 Field Prep Diesel/Residual Range Organics Diesel/Residual Range Organics Metals by ICP-MS Metals by ICP-MS (S) Percent Solids SM2540G SW8082 PCB's VOC 8260 (S) Field Extracted 200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. _ t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 373 SGS Detectable Results Summary Client Sample ID: 21SW-TB-01 Lab Sample ID: 1213158001 Parameter Result Units Volatile Fuels Gasoline Range Organics 1.23J mg/kg Volatile GC/MS Benzene 15.4 ug/kg Ethylbenzene 13.6J ug/kg o-Xylene 12.1J ug/kg P & M -Xylene 26.5J ug/kg Toluene 15AJ ug/kg Xylenes (total) 38.6J ug/kg Client Sample ID: 21SW-01-SO Lab Sample ID: 1213158002 Parameter Result Units Polynuclear Aromatics GUMS 1-Methylnaphthalene 138 ug/kg 2-Methylnaphthalene 138 ug/kg Benzo[g,h,i]perylene 6.98J ug/kg Fluorene 44.9 ug/kg Naphthalene 16.3J ug/kg Phenanthrene 88.3 ug/kg Pyrene 22AJ ug/kg Semivolatile Organic Fuels Diesel Range Organics 855 mg/kg Residual Range Organics 222 mg/kg Client Sample ID: 21SW-02-SO Lab Sample ID: 1213158003 Parameter Result Units Metals by ICP/MS Arsenic 20.7 mg/kg Barium 85.6 mg/kg Cadmium 6.58 mg/kg Chromium 37.3 mg/kg Lead 310 mg/kg Mercury 1.29 mg/kg Selenium 3.61 mg/kg Polynuclear Aromatics GUMS 1-Methylnaphthalene 123J ug/kg 2-Methylnaphthalene 138J ug/kg Chrysene 158J ug/kg Phenanthrene 122J ug/kg Pyrene 148J ug/kg Semivolatile Organic Fuels Diesel Range Organics 1130 mg/kg Residual Range Organics 2290 mg/kg Client Sample ID: 21SW-03-SO Lab Sample ID: 1213158004 Parameter Result Units Semivolatile Organic Fuels Diesel Range Organics 264 mg/kg Residual Range Organics 1220 mg/kg Client Sample ID: 21SW-04-SO Lab Sample ID: 1213158005 Parameter Result Units Semivolatile Organic Fuels Diesel Range Organics 95.6 mg/kg Residual Range Organics 70AJ mg/kg Print Date: 06/16/2021 4:11:22PM 200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. t 907.562.2343 f 9O7.561.5301 www.us.sgs.com I Member of SGS Group 374 SGS Client Sample ID: 21SW-05-SO Lab Sample ID: 1213158006 Semivolatile Organic Fuels Client Sample ID: 21SW-07-SO Lab Sample ID: 1213158007 Metals by ICP/MS Polynuclear Aromatics GUMS Semivolatile Organic Fuels Volatile Fuels Client Sample ID: 21SW-08-SO Lab Sample ID: 1213158008 Metals by ICP/MS Semivolatile Organic Fuels Volatile Fuels Print Date: 06/16/2021 4:11:22PM Detectable Results Summary Parameter Result Units Diesel Range Organics 14.7J mg/kg Parameter Result Units Arsenic 8.97 mg/kg Barium 49.0 mg/kg Cadmium 0.149J mg/kg Chromium 31.3 mg/kg Lead 13.2 mg/kg Fluoranthene 7.49J ug/kg Phenanthrene 7.91J ug/kg Pyrene 10.11 ug/kg Diesel Range Organics 14.8J mg/kg Gasoline Range Organics 1.25J mg/kg Parameter Result Units Arsenic 11.4 mg/kg Barium 30.1 mg/kg Cadmium 0.139J mg/kg Chromium 30.5 mg/kg Lead 13.0 mg/kg Diesel Range Organics 14.2J mg/kg Gasoline Range Organics 1.93J mg/kg 200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com I Member of SGS Group 375 SGS Detectable Results Summary Client Sample ID: 21SW-09-SO Lab Sample ID: 1213158009 Parameter Result Units Metals by ICP/MS Arsenic 12.1 mg/kg Barium 170 mg/kg Cadmium 0.231 mg/kg Chromium 27.3 mg/kg Lead 64.7 mg/kg Selenium 0.709J mg/kg Polynuclear Aromatics GUMS 1-Methylnaphthalene 141 ug/kg 2-Methylnaphthalene 175 ug/kg Acenaphthene 29.8 ug/kg Acenaphthylene 101 ug/kg Anthracene 220 ug/kg Benzo(a)Anthracene 359 ug/kg Benzo[a]pyrene 330 ug/kg Benzo[b]Fluoranthene 469 ug/kg Benzo[g,h,i]perylene 236 ug/kg Benzo[k]fluoranthene 184 ug/kg Chrysene 345 ug/kg Di benzo[a, h]anth race ne 62.2 ug/kg Fluoranthene 1020 ug/kg Fluorene 167 ug/kg Indeno[1,2,3-c,d] pyrene 228 ug/kg Naphthalene 132 ug/kg Phenanthrene 1000 ug/kg Pyrene 705 ug/kg Semivolatile Organic Fuels Diesel Range Organics 58.2 mg/kg Residual Range Organics 189 mg/kg Volatile Fuels Benzene 15.OJ ug/kg Ethylbenzene 28.1J ug/kg Gasoline Range Organics 2.17J mg/kg o-Xylene 81.9 ug/kg P & M -Xylene 140 ug/kg Toluene 104 ug/kg Xylenes (total) 222 ug/kg Volatile GC/MS 1,2,4-Trimethylbenzene 40.OJ ug/kg Acetone 111J ug/kg Benzene 6.42J ug/kg Ethylbenzene 15.9J ug/kg Naphthalene 26.6J ug/kg o-Xylene 52.2 ug/kg P & M -Xylene 82.5 ug/kg Toluene 57.4 ug/kg Xylenes (total) 135 ug/kg Print Date: 06/16/2021 4:11:22PM 200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com I Member of SGS Group 376 SGS Detectable Results Summary Client Sample ID: 21SW-10-CO Lab Sample ID: 1213158010 Parameter Semivolatile Organic Fuels Diesel Range Organics Residual Range Organics TCLP Constituents Metals Lead Print Date: 06/16/2021 4:11:22PM 200 West Potter Drive, Anchorage, AK 99518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com I Result Units 2890 mg/kg 3060 mg/kg 0.0522 mg/L Member of SGS Group 377 SGS� Results of 21 SW-TB-01 Client Sample ID: 21SW-TB-01 Client Project ID: CF-Seward Lab Sample ID: 1213158001 Lab Project ID: 1213158 Results by Volatile Fuels Parameter Gasoline Range Organics Surrogates 4-Bromofluorobenzene (surr) Batch Information Analytical Batch: VFC15644 Analytical Method: AK101 Analyst: MDT Analytical Date/Time: 06/10/21 'A -IF Container ID: 1213158001-A Parameter Benzene Ethylbenzene o-Xylene P & M -Xylene Toluene Xylenes (total) Surrogates 1,4-Difluorobenzene (surr) Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Analyst: IJV Analytical Date/Time: 06/11/21 19:12 Container ID: 1213158001-A Collection Date: 06/05/21 08:00 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%): Location: Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1.23 J 2.52 0.757 mg/kg 1 06/10/21 14:16 80.3 50-150 % 1 06/10/2114:16 Prep Batch: VXX37207 Prep Method: SW5035A Prep Date/Time: 06/05/21 08:00 Prep Initial Wt./Vol.: 49.506 g Prep Extract Vol: 25 mL Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 6.30 U 12.6 4.04 ug/kg 1 06/11/21 19:12 12.6 U 25.2 7.88 ug/kg 1 06/11/21 19:12 12.6 U 25.2 7.88 ug/kg 1 06/11/21 19:12 25.3 U 50.5 15.1 ug/kg 1 06/11/21 19:12 12.6 U 25.2 7.88 ug/kg 1 06/11/21 19:12 37.9 U 75.7 23.0 ug/kg 1 06/11/21 19:12 91.7 72-119 % 1 06/11/21 19:12 Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 06/05/21 08:00 Prep Initial Wt./Vol.: 49.506 g Prep Extract Vol: 25 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 378 J flagging is activated Member of SGS Group SGS� Results of 21 SW-TB-01 Client Sample ID: 21SW-TB-01 Collection Date: 06/05/21 08:00 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158001 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%): Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 10.1 U 20.2 6.26 ug/kg 1 06/10/21 16:26 1,1,1-Trichloroethane 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,1,2,2-Tetrachloroethane 1.01 U 2.02 0.626 ug/kg 1 06/10/21 16:26 1,1,2-Trichloroethane 0.404 U 0.808 0.252 ug/kg 1 06/10/21 16:26 1,1-Dichloroethane 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,1-Dichloroethene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,1-Dichloropropene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,2,3-Trichlorobe nzene 25.3 U 50.5 15.1 ug/kg 1 06/10/21 16:26 1,2,3-Trichloropropane 1.01 U 2.02 0.626 ug/kg 1 06/10/21 16:26 1,2,4-Trichlorobe nzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,2,4-Trimethylbenzene 25.3 U 50.5 15.1 ug/kg 1 06/10/21 16:26 1,2-Dibromo-3-chloropropane 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 1,2-Dibromoethane 0.505 U 1.01 0.404 ug/kg 1 06/10/21 16:26 1,2-Dichlorobenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,2-Dichloroethane 1.01 U 2.02 0.707 ug/kg 1 06/10/21 16:26 1,2-Dichloropropane 5.05 U 10.1 3.13 ug/kg 1 06/10/21 16:26 1,3,5-Trimethylbenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,3-Dichlorobenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 1,3-Dichloropropane 5.05 U 10.1 3.13 ug/kg 1 06/10/21 16:26 1,4-Dichlorobenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 2,2-Dichloropropane 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 2-Butanone (MEK) 126 U 252 78.8 ug/kg 1 06/10/21 16:26 2-Chlorotoluene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 2-Hexanone 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 4-Chlorotoluene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 4-Isopropyltoluene 50.5 U 101 25.2 ug/kg 1 06/10/21 16:26 4-Methyl-2-pentanone (MIBK) 126 U 252 78.8 ug/kg 1 06/10/21 16:26 Acetone 126 U 252 78.8 ug/kg 1 06/10/21 16:26 Benzene 15.4 12.6 3.94 ug/kg 1 06/10/21 16:26 Bromobenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Bromochloromethane 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Bromodichloromethane 1.01 U 2.02 0.626 ug/kg 1 06/10/21 16:26 Bromoform 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Bromomethane 10.1 U 20.2 6.26 ug/kg 1 06/10/21 16:26 Carbon disulfide 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 Carbon tetrachloride 6.30 U 12.6 3.94 ug/kg 1 06/10/21 16:26 Chlorobenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 379 SGS� Results of 21 SW-TB-01 Client Sample ID: 21SW-TB-01 Collection Date: 06/05/21 08:00 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158001 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%): Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 101 U 202 62.6 ug/kg 1 06/10/21 16:26 Chloroform 2.02 U 4.04 1.01 ug/kg 1 06/10/21 16:26 Chloromethane 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 cis-1,2-Dichloroethene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 cis- 1,3-Dichlorop ropene 6.30 U 12.6 3.94 ug/kg 1 06/10/21 16:26 Dibromochloromethane 2.52 U 5.05 1.51 ug/kg 1 06/10/21 16:26 Dibromomethane 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Dichlo rod ifl uorom ethane 25.3 U 50.5 15.1 ug/kg 1 06/10/21 16:26 Ethylbenzene 13.6 J 25.2 7.88 ug/kg 1 06/10/21 16:26 Freon-113 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 Hexachlorobutadiene 10.1 U 20.2 6.26 ug/kg 1 06/10/21 16:26 Isopropylbenzene (Cumene) 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Methylene chloride 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 Methyl-t-butyl ether 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 Naphthalene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 n-Butylbenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 n-Propylbenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 o-Xylene 12.1 J 25.2 7.88 ug/kg 1 06/10/21 16:26 P & M -Xylene 26.5 J 50.5 15.1 ug/kg 1 06/10/21 16:26 sec-Butylbenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Styrene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 tert-Butylbenzene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 Tetrachloroethene 6.30 U 12.6 3.94 ug/kg 1 06/10/21 16:26 Toluene 15.4 J 25.2 7.88 ug/kg 1 06/10/21 16:26 trans- 1,2-Dichloroethene 12.6 U 25.2 7.88 ug/kg 1 06/10/21 16:26 trans- 1,3-Dichloropropene 6.30 U 12.6 3.94 ug/kg 1 06/10/21 16:26 Trichloroethene 2.52 U 5.05 1.51 ug/kg 1 06/10/21 16:26 Trichlorofluoromethane 25.3 U 50.5 15.1 ug/kg 1 06/10/21 16:26 Vinyl acetate 50.5 U 101 31.3 ug/kg 1 06/10/21 16:26 Vinyl chloride 0.404 U 0.808 0.252 ug/kg 1 06/10/21 16:26 Xylenes (total) 38.6 J 75.7 23.0 ug/kg 1 06/10/21 16:26 Surrogates 1,2-Dichloroethane-D4 (surr) 109 71-136 % 1 06/10/21 16:26 4-Bromofluorobenzene (surr) 84.7 55-151 % 1 06/10/21 16:26 Toluene-d8 (surr) 100 85-116 % 1 06/10/21 16:26 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 380 SGS� Results of 21 SW-TB-01 Client Sample ID: 21SW-TB-01 Client Project ID: CF-Seward Lab Sample ID: 1213158001 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 16:26 Container ID: 1213158001-A Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 08:00 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%): Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 08:00 Prep Initial Wt./Vol.: 49.506 g Prep Extract Vol: 25 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 381 SGS� Results of 21SW-01-SO Client Sample ID: 21SW-01-SO Collection Date: 06/05/21 10:17 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158002 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.6 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 138 26.6 6.66 ug/kg 1 06/13/21 01:02 2-Methylnaphthalene 138 26.6 6.66 ug/kg 1 06/13/21 01:02 Acenaphthene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Acenaphthylene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Anthracene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Benzo(a)Anthracene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Benzo[a]pyrene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Benzo[b]Fluoranthene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Benzo[g,h,i]perylene 6.98 J 26.6 6.66 ug/kg 1 06/13/21 01:02 Benzo[k]fluoranthene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Chrysene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Di benzo[a, h]a nth race ne 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Fluoranthene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Fluorene 44.9 26.6 6.66 ug/kg 1 06/13/21 01:02 Indeno[1,2,3-c,d] pyrene 13.3 U 26.6 6.66 ug/kg 1 06/13/21 01:02 Naphthalene 16.3 J 21.3 5.33 ug/kg 1 06/13/21 01:02 Phenanthrene 88.3 26.6 6.66 ug/kg 1 06/13/21 01:02 Pyrene 22.4 J 26.6 6.66 ug/kg 1 06/13/21 01:02 Surrogates 2-Methylnaphthalene-d10 (surr) 87.6 58-103 % 1 06/13/21 01:02 Fluoranthene-d10 (surr) 83.7 54-113 % 1 06/13/21 01:02 Batch Information Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Analyst: CDM Analytical Date/Time: 06/13/21 01:02 Container ID: 1213158002-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.557 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 382 SGS� Results of 21SW-01-SO Client Sample ID: 21SW-01-SO Client Project ID: CF-Seward Lab Sample ID: 1213158002 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 19:47 Container ID: 1213158002-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 19:47 Container ID: 1213158002-A Collection Date: 06/05/21 10:17 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):93.6 Location: Result Qual LOQ/CL DL 855 21.1 6.54 102 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.4 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 222 105 45.3 95.3 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.4 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 383 Allowable Limits Date Analyzed 06/10/21 19:47 06/10/21 19:47 Allowable Limits Date Analyzed 06/10/21 19:47 06/10/21 19:47 J flagging is activated Member of SGS Group SGS� Results of 21SW-01-SO Client Sample ID: 21SW-01-SO Collection Date: 06/05/21 10:17 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158002 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.6 Location: Results by Volatile Fuels Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Benzene 4.53 U 9.05 2.90 ug/kg 1 06/11/21 19:30 Ethylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/11/21 19:30 o-Xylene 9.05 U 18.1 5.65 ug/kg 1 06/11/21 19:30 P & M -Xylene 18.1 U 36.2 10.9 ug/kg 1 06/11/21 19:30 Toluene 9.05 U 18.1 5.65 ug/kg 1 06/11/21 19:30 Xylenes (total) 27.1 U 54.3 16.5 ug/kg 1 06/11/21 19:30 Surrogates 1,4-Difluorobenzene (surr) 90.6 72-119 % 1 06/11/21 19:30 Batch Information Analytical Batch: VFC15647 Prep Batch: VXX37216 Analytical Method: SW8021 B Prep Method: SW5035A Analyst: IJV Prep Date/Time: 06/05/21 10:17 Analytical Date/Time: 06/11/21 19:30 Prep Initial Wt./Vol.: 90.883 g Container ID: 1213158002-B Prep Extract Vol: 30.7948 mL Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 384 SGS� Results of 21SW-01-SO Client Sample ID: 21SW-01-SO Collection Date: 06/05/21 10:17 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158002 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.6 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 7.25 U 14.5 4.49 ug/kg 1 06/10/21 20:51 1,1,1-Trichloroethane 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,1,2,2-Tetrachloroethane 0.725 U 1.45 0.449 ug/kg 1 06/10/21 20:51 1,1,2-Trichloroethane 0.289 U 0.579 0.181 ug/kg 1 06/10/21 20:51 1,1-Dichloroethane 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,1-Dichloroethene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,1-Dichloropropene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,2,3-Trichlorobe nzene 18.1 U 36.2 10.9 ug/kg 1 06/10/21 20:51 1,2,3-Trichloropropane 0.725 U 1.45 0.449 ug/kg 1 06/10/21 20:51 1,2,4-Trichlorobe nzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,2,4-Trimethylbenzene 18.1 U 36.2 10.9 ug/kg 1 06/10/21 20:51 1,2-Dibromo-3-chloropropane 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 1,2-Dibromoethane 0.362 U 0.724 0.290 ug/kg 1 06/10/21 20:51 1,2-Dichlorobenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,2-Dichloroethane 0.725 U 1.45 0.507 ug/kg 1 06/10/21 20:51 1,2-Dichloropropane 3.62 U 7.24 2.24 ug/kg 1 06/10/21 20:51 1,3,5-Trimethylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,3-Dichlorobenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 1,3-Dichloropropane 3.62 U 7.24 2.24 ug/kg 1 06/10/21 20:51 1,4-Dichlorobenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 2,2-Dichloropropane 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 2-Butanone (MEK) 90.5 U 181 56.5 ug/kg 1 06/10/21 20:51 2-Chlorotoluene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 2-Hexanone 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 4-Chlorotoluene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 4-Isopropyltoluene 36.2 U 72.4 18.1 ug/kg 1 06/10/21 20:51 4-Methyl-2-pentanone (MIBK) 90.5 U 181 56.5 ug/kg 1 06/10/21 20:51 Acetone 90.5 U 181 56.5 ug/kg 1 06/10/21 20:51 Benzene 4.53 U 9.05 2.82 ug/kg 1 06/10/21 20:51 Bromobenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Bromochloromethane 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Bromodichloromethane 0.725 U 1.45 0.449 ug/kg 1 06/10/21 20:51 Bromoform 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Bromomethane 7.25 U 14.5 4.49 ug/kg 1 06/10/21 20:51 Carbon disulfide 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 Carbon tetrachloride 4.53 U 9.05 2.82 ug/kg 1 06/10/21 20:51 Chlorobenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 385 SGS� Results of 21SW-01-SO Client Sample ID: 21SW-01-SO Collection Date: 06/05/21 10:17 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158002 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.6 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 72.5 U 145 44.9 ug/kg 1 06/10/21 20:51 Chloroform 1.45 U 2.90 0.724 ug/kg 1 06/10/21 20:51 Chloromethane 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 cis-1,2-Dichloroethene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 cis- 1,3-Dichlorop ropene 4.53 U 9.05 2.82 ug/kg 1 06/10/21 20:51 Dibromochloromethane 1.81 U 3.62 1.09 ug/kg 1 06/10/21 20:51 Dibromomethane 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Dichlo rod ifl uorom ethane 18.1 U 36.2 10.9 ug/kg 1 06/10/21 20:51 Ethylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Freon-113 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 Hexachlorobutadiene 7.25 U 14.5 4.49 ug/kg 1 06/10/21 20:51 Isopropylbenzene (Cumene) 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Methylene chloride 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 Methyl-t-butyl ether 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 Naphthalene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 n-Butylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 n-Propylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 o-Xylene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 P & M -Xylene 18.1 U 36.2 10.9 ug/kg 1 06/10/21 20:51 sec-Butylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Styrene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 tert-Butylbenzene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 Tetrachloroethene 4.53 U 9.05 2.82 ug/kg 1 06/10/21 20:51 Toluene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 trans- 1,2-Dichloroethene 9.05 U 18.1 5.65 ug/kg 1 06/10/21 20:51 trans- 1,3-Dichloropropene 4.53 U 9.05 2.82 ug/kg 1 06/10/21 20:51 Trichloroethene 1.81 U 3.62 1.09 ug/kg 1 06/10/21 20:51 Trichlorofluoromethane 18.1 U 36.2 10.9 ug/kg 1 06/10/21 20:51 Vinyl acetate 36.2 U 72.4 22.4 ug/kg 1 06/10/21 20:51 Vinyl chloride 0.289 U 0.579 0.181 ug/kg 1 06/10/21 20:51 Xylenes (total) 27.1 U 54.3 16.5 ug/kg 1 06/10/21 20:51 Surrogates 1,2-Dichloroethane-D4 (surr) 111 71-136 % 1 06/10/21 20:51 4-Bromofluorobenzene (surr) 78.1 55-151 % 1 06/10/21 20:51 Toluene-d8 (surr) 102 85-116 % 1 06/10/21 20:51 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 386 SGS� Results of 21SW-01-SO Client Sample ID: 21SW-01-SO Client Project ID: CF-Seward Lab Sample ID: 1213158002 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 20:51 Container ID: 1213158002-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 10:17 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):93.6 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 10:17 Prep Initial Wt./Vol.: 90.883 g Prep Extract Vol: 30.7948 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 387 SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Collection Date: 06/05/21 10:47 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158003 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):59.5 Location: Results by Metals by ICP/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Arsenic 20.7 1.68 0.521 mg/kg 10 06/10/21 23:50 Barium 85.6 0.504 0.158 mg/kg 10 06/10/21 23:50 Cadmium 6.58 0.336 0.104 mg/kg 10 06/10/21 23:50 Chromium 37.3 1.68 0.521 mg/kg 10 06/10/21 23:50 Lead 310 0.336 0.104 mg/kg 10 06/10/21 23:50 Mercury 1.29 0.504 0.168 mg/kg 10 06/10/21 23:50 Selenium 3.61 3.36 1.04 mg/kg 10 06/10/21 23:50 Silver 0.420 U 0.841 0.252 mg/kg 10 06/10/21 23:50 Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Analyst: DSD Analytical Date/Time: 06/10/21 23:50 Container ID: 1213158003-A Print Date: 06/16/2021 4:11:24PM Prep Batch: MXX34282 Prep Method: SW3050B Prep Date/Time: 06/10/21 12:05 Prep Initial Wt./Vol.: 1 g Prep Extract Vol: 50 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 388 SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Collection Date: 06/05/21 10:47 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158003 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):59.5 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 123 J 414 103 ug/kg 10 06/13/21 23:49 2-Methylnaphthalene 138 J 414 103 ug/kg 10 06/13/21 23:49 Acenaphthene 207 U 414 103 ug/kg 10 06/13/21 23:49 Acenaphthylene 207 U 414 103 ug/kg 10 06/13/21 23:49 Anthracene 207 U 414 103 ug/kg 10 06/13/21 23:49 Benzo(a)Anthracene 207 U 414 103 ug/kg 10 06/13/21 23:49 Benzo[a]pyrene 207 U 414 103 ug/kg 10 06/13/21 23:49 Benzo[b]Fluoranthene 207 U 414 103 ug/kg 10 06/13/21 23:49 Benzo[g,h,i]perylene 207 U 414 103 ug/kg 10 06/13/21 23:49 Benzo[k]fluoranthene 207 U 414 103 ug/kg 10 06/13/21 23:49 Chrysene 158 J 414 103 ug/kg 10 06/13/21 23:49 Di benzo[a, h]a nth race ne 207 U 414 103 ug/kg 10 06/13/21 23:49 Fluoranthene 207 U 414 103 ug/kg 10 06/13/21 23:49 Fluorene 207 U 414 103 ug/kg 10 06/13/21 23:49 Indeno[1,2,3-c,d] pyrene 207 U 414 103 ug/kg 10 06/13/21 23:49 Naphthalene 166 U 331 82.7 ug/kg 10 06/13/21 23:49 Phenanthrene 122 J 414 103 ug/kg 10 06/13/21 23:49 Pyrene 148 J 414 103 ug/kg 10 06/13/21 23:49 Surrogates 2-Methylnaphthalene-d10 (surr) 79.2 58-103 % 10 06/13/21 23:49 Fluoranthene-d10 (surr) 76 54-113 % 10 06/13/21 23:49 Batch Information Analytical Batch: XMS12664 Analytical Method: 8270D SIM (PAH) Analyst: LAW Analytical Date/Time: 06/13/21 23:49 Container ID: 1213158003-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.861 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 389 SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Client Project ID: CF-Seward Lab Sample ID: 1213158003 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 20:48 Container ID: 1213158003-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 20:48 Container ID: 1213158003-A Collection Date: 06/05/21 10:47 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):59.5 Location: Result Qual LOQ/CL DL 1130 33.5 10.4 98.9 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.126 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 2290 167 72.0 82.7 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.126 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 390 Allowable Limits Date Analyzed 06/10/21 20:48 06/10/21 20:48 Allowable Limits Date Analyzed 06/10/21 20:48 06/10/21 20:48 J flagging is activated Member of SGS Group SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Collection Date: 06/05/21 10:47 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158003 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):59.5 Location: Results by Volatile Fuels Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Benzene 22.7 U 45.4 14.5 ug/kg 1 06/11/21 19:51 Ethylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/11/21 19:51 o-Xylene 45.4 U 90.7 28.3 ug/kg 1 06/11/21 19:51 P & M -Xylene 90.5 U 181 54.4 ug/kg 1 06/11/21 19:51 Toluene 45.4 U 90.7 28.3 ug/kg 1 06/11/21 19:51 Xylenes (total) 136 U 272 82.8 ug/kg 1 06/11/21 19:51 Surrogates 1,4-Difluorobenzene (surr) 89.9 72-119 % 1 06/11/21 19:51 Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Analyst: IJV Analytical Date/Time: 06/11/21 19:51 Container ID: 1213158003-B Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 06/05/21 10:47 Prep Initial Wt./Vol.: 37.077 g Prep Extract Vol: 40.0236 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com J flagging is activated 391 Member of SGS Group SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Collection Date: 06/05/21 10:47 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158003 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):59.5 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,2,3-Trichlorobe nzene 90.5 U 181 54.4 ug/kg 1 06/10/21 21:07 1,1,1,2-Tetrachloroethane 36.3 U 72.6 22.5 ug/kg 1 06/10/21 21:07 1,1,1-Trichloroethane 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,1,2,2-Tetrachloroethane 3.63 U 7.26 2.25 ug/kg 1 06/10/21 21:07 1,1,2-Trichloroethane 1.45 U 2.90 0.907 ug/kg 1 06/10/21 21:07 1,1-Dichloroethane 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,1-Dichloroethene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,1-Dichloropropene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,2,3-Trichloropropane 3.63 U 7.26 2.25 ug/kg 1 06/10/21 21:07 1,2,4-Trichlorobe nzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,2,4-Trimethylbenzene 90.5 U 181 54.4 ug/kg 1 06/10/21 21:07 1,2-Dibromo-3-chloropropane 182 U 363 113 ug/kg 1 06/10/21 21:07 1,2-Dibromoethane 1.81 U 3.63 1.45 ug/kg 1 06/10/21 21:07 1,2-Dichlorobenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,2-Dichloroethane 3.63 U 7.26 2.54 ug/kg 1 06/10/21 21:07 1,2-Dichloropropane 18.1 U 36.3 11.3 ug/kg 1 06/10/21 21:07 1,3,5-Trimethylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,3-Dichlorobenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 1,3-Dichloropropane 18.1 U 36.3 11.3 ug/kg 1 06/10/21 21:07 1,4-Dichlorobenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 2,2-Dichloropropane 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 2-Butanone (MEK) 454 U 907 283 ug/kg 1 06/10/21 21:07 2-Chlorotoluene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 2-Hexanone 182 U 363 113 ug/kg 1 06/10/21 21:07 4-Chlorotoluene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 4-Isopropyltoluene 182 U 363 90.7 ug/kg 1 06/10/21 21:07 4-Methyl-2-pentanone (MIBK) 454 U 907 283 ug/kg 1 06/10/21 21:07 Acetone 454 U 907 283 ug/kg 1 06/10/21 21:07 Benzene 22.7 U 45.4 14.2 ug/kg 1 06/10/21 21:07 Bromobenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Bromochloromethane 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Bromodichloromethane 3.63 U 7.26 2.25 ug/kg 1 06/10/21 21:07 Bromoform 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Bromomethane 36.3 U 72.6 22.5 ug/kg 1 06/10/21 21:07 Carbon disulfide 182 U 363 113 ug/kg 1 06/10/21 21:07 Carbon tetrachloride 22.7 U 45.4 14.2 ug/kg 1 06/10/21 21:07 Chlorobenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 392 SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Collection Date: 06/05/21 10:47 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158003 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):59.5 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 363 U 726 225 ug/kg 1 06/10/21 21:07 Chloroform 7.25 U 14.5 3.63 ug/kg 1 06/10/21 21:07 Chloromethane 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 cis-1,2-Dichloroethene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 cis- 1,3-Dichlorop ropene 22.7 U 45.4 14.2 ug/kg 1 06/10/21 21:07 Dibromochloromethane 9.05 U 18.1 5.44 ug/kg 1 06/10/21 21:07 Dibromomethane 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Dichlo rod ifl uorom ethane 90.5 U 181 54.4 ug/kg 1 06/10/21 21:07 Ethylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Freon-113 182 U 363 113 ug/kg 1 06/10/21 21:07 Hexachlorobutadiene 36.3 U 72.6 22.5 ug/kg 1 06/10/21 21:07 Isopropylbenzene (Cumene) 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Methylene chloride 182 U 363 113 ug/kg 1 06/10/21 21:07 Methyl-t-butyl ether 182 U 363 113 ug/kg 1 06/10/21 21:07 Naphthalene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 n-Butylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 n-Propylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 o-Xylene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 P & M -Xylene 90.5 U 181 54.4 ug/kg 1 06/10/21 21:07 sec-Butylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Styrene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 tert-Butylbenzene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 Tetrachloroethene 22.7 U 45.4 14.2 ug/kg 1 06/10/21 21:07 Toluene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 trans- 1,2-Dichloroethene 45.4 U 90.7 28.3 ug/kg 1 06/10/21 21:07 trans- 1,3-Dichloropropene 22.7 U 45.4 14.2 ug/kg 1 06/10/21 21:07 Trichloroethene 9.05 U 18.1 5.44 ug/kg 1 06/10/21 21:07 Trichlorofluoromethane 90.5 U 181 54.4 ug/kg 1 06/10/21 21:07 Vinyl acetate 182 U 363 113 ug/kg 1 06/10/21 21:07 Vinyl chloride 1.45 U 2.90 0.907 ug/kg 1 06/10/21 21:07 Xylenes (total) 136 U 272 82.8 ug/kg 1 06/10/21 21:07 Surrogates 1,2-Dichloroethane-D4 (surr) 109 71-136 % 1 06/10/21 21:07 4-Bromofluorobenzene (surr) 7.7 55-151 % 1 06/10/21 21:07 Toluene-d8 (surr) 101 85-116 % 1 06/10/21 21:07 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 393 SGS� Results of 21 SW-02-SO Client Sample ID: 21SW-02-SO Client Project ID: CF-Seward Lab Sample ID: 1213158003 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 21:07 Container ID: 1213158003-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 10:47 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):59.5 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 10:47 Prep Initial Wt./Vol.: 37.077 g Prep Extract Vol: 40.0236 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 394 SGS� Results of 21 SW-03-SO Client Sample ID: 21SW-03-SO Collection Date: 06/05/21 10:51 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158004 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):92.6 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 2-Methylnaphthalene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Acenaphthene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Acenaphthylene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Anthracene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Benzo(a)Anthracene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Benzo[a]pyrene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Benzo[b]Fluoranthene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Benzo[g,h,i]perylene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Benzo[k]fluoranthene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Chrysene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Di benzo[a, h]a nth race ne 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Fluoranthene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Fluorene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Indeno[1,2,3-c,d] pyrene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Naphthalene 107 U 213 53.4 ug/kg 10 06/13/21 22:47 Phenanthrene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Pyrene 134 U 267 66.7 ug/kg 10 06/13/21 22:47 Surrogates 2-Methylnaphthalene-d10 (surr) 82.4 58-103 % 10 06/13/21 22:47 Fluoranthene-d10 (surr) 81.8 54-113 % 10 06/13/21 22:47 Batch Information Analytical Batch: XMS12664 Analytical Method: 8270D SIM (PAH) Analyst: LAW Analytical Date/Time: 06/13/21 22:47 Container ID: 1213158004-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.763 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 395 SGS� Results of 21 SW-03-SO Client Sample ID: 21SW-03-SO Client Project ID: CF-Seward Lab Sample ID: 1213158004 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 20:59 Container ID: 1213158004-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 20:59 Container ID: 1213158004-A Collection Date: 06/05/21 10:51 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):92.6 Location: Result Qual LOQ/CL DL 264 21.4 6.63 88 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.303 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 1220 107 46.0 81.6 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.303 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 396 Allowable Limits Date Analyzed 06/10/21 20:59 06/10/21 20:59 Allowable Limits Date Analyzed 06/10/21 20:59 06/10/21 20:59 J flagging is activated Member of SGS Group SGS� Results of 21 SW-03-SO Client Sample ID: 21SW-03-SO Client Project ID: CF-Seward Lab Sample ID: 1213158004 Lab Project ID: 1213158 Results by Volatile Fuels Parameter Benzene Ethylbenzene o-Xylene P & M -Xylene Toluene Xylenes (total) Surrogates 1,4-Difluorobenzene (surr) Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Analyst: IJV Analytical Date/Time: 06/12/21 06:49 Container ID: 1213158004-B Collection Date: 06/05/21 10:51 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):92.6 Location: Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 4.88 U 9.75 3.12 ug/kg 1 06/12/21 06:49 9.75 U 19.5 6.08 ug/kg 1 06/12/21 06:49 9.75 U 19.5 6.08 ug/kg 1 06/12/21 06:49 19.5 U 39.0 11.7 ug/kg 1 06/12/21 06:49 9.75 U 19.5 6.08 ug/kg 1 06/12/21 06:49 29.3 U 58.5 17.8 ug/kg 1 06/12/21 06:49 96.2 72-119 % 1 06/12/21 06:49 Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 06/05/21 10:51 Prep Initial Wt./Vol.: 87.06 g Prep Extract Vol: 31.4321 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com J flagging is activated 397 Member of SGS Group SGS� Results of 21 SW-03-SO Client Sample ID: 21SW-03-SO Collection Date: 06/05/21 10:51 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158004 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):92.6 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 7.80 U 15.6 4.83 ug/kg 1 06/10/21 21:24 1,1,1-Trichloroethane 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,1,2,2-Tetrachloroethane 0.780 U 1.56 0.483 ug/kg 1 06/10/21 21:24 1,1,2-Trichloroethane 0.312 U 0.624 0.195 ug/kg 1 06/10/21 21:24 1,1-Dichloroethane 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,1-Dichloroethene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,1-Dichloropropene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,2,3-Trichlorobe nzene 19.5 U 39.0 11.7 ug/kg 1 06/10/21 21:24 1,2,3-Trichloropropane 0.780 U 1.56 0.483 ug/kg 1 06/10/21 21:24 1,2,4-Trichlorobe nzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,2,4-Trimethylbenzene 19.5 U 39.0 11.7 ug/kg 1 06/10/21 21:24 1,2-Dibromo-3-chloropropane 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 1,2-Dibromoethane 0.390 U 0.780 0.312 ug/kg 1 06/10/21 21:24 1,2-Dichlorobenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,2-Dichloroethane 0.780 U 1.56 0.546 ug/kg 1 06/10/21 21:24 1,2-Dichloropropane 3.90 U 7.80 2.42 ug/kg 1 06/10/21 21:24 1,3,5-Trimethylbenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,3-Dichlorobenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 1,3-Dichloropropane 3.90 U 7.80 2.42 ug/kg 1 06/10/21 21:24 1,4-Dichlorobenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 2,2-Dichloropropane 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 2-Butanone (MEK) 97.5 U 195 60.8 ug/kg 1 06/10/21 21:24 2-Chlorotoluene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 2-Hexanone 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 4-Chlorotoluene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 4-Isopropyltoluene 39.0 U 78.0 19.5 ug/kg 1 06/10/21 21:24 4-Methyl-2-pentanone (MIBK) 97.5 U 195 60.8 ug/kg 1 06/10/21 21:24 Acetone 97.5 U 195 60.8 ug/kg 1 06/10/21 21:24 Benzene 4.88 U 9.75 3.04 ug/kg 1 06/10/21 21:24 Bromobenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Bromochloromethane 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Bromodichloromethane 0.780 U 1.56 0.483 ug/kg 1 06/10/21 21:24 Bromoform 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Bromomethane 7.80 U 15.6 4.83 ug/kg 1 06/10/21 21:24 Carbon disulfide 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 Carbon tetrachloride 4.88 U 9.75 3.04 ug/kg 1 06/10/21 21:24 Chlorobenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 398 SGS� Results of 21 SW-03-SO Client Sample ID: 21SW-03-SO Collection Date: 06/05/21 10:51 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158004 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):92.6 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 78.0 U 156 48.3 ug/kg 1 06/10/21 21:24 Chloroform 1.56 U 3.12 0.780 ug/kg 1 06/10/21 21:24 Chloromethane 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 cis-1,2-Dichloroethene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 cis- 1,3-Dichlorop ropene 4.88 U 9.75 3.04 ug/kg 1 06/10/21 21:24 Dibromochloromethane 1.95 U 3.90 1.17 ug/kg 1 06/10/21 21:24 Dibromomethane 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Dichlo rod ifl uorom ethane 19.5 U 39.0 11.7 ug/kg 1 06/10/21 21:24 Ethylbenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Freon-113 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 Hexachlorobutadiene 7.80 U 15.6 4.83 ug/kg 1 06/10/21 21:24 Isopropylbenzene (Cumene) 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Methylene chloride 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 Methyl-t-butyl ether 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 Naphthalene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 n-Butylbenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 n-Propylbenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 o-Xylene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 P & M -Xylene 19.5 U 39.0 11.7 ug/kg 1 06/10/21 21:24 sec-Butylbenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Styrene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 tert-Butylbenzene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 Tetrachloroethene 4.88 U 9.75 3.04 ug/kg 1 06/10/21 21:24 Toluene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 trans- 1,2-Dichloroethene 9.75 U 19.5 6.08 ug/kg 1 06/10/21 21:24 trans- 1,3-Dichloropropene 4.88 U 9.75 3.04 ug/kg 1 06/10/21 21:24 Trichloroethene 1.95 U 3.90 1.17 ug/kg 1 06/10/21 21:24 Trichlorofluoromethane 19.5 U 39.0 11.7 ug/kg 1 06/10/21 21:24 Vinyl acetate 39.0 U 78.0 24.2 ug/kg 1 06/10/21 21:24 Vinyl chloride 0.312 U 0.624 0.195 ug/kg 1 06/10/21 21:24 Xylenes (total) 29.3 U 58.5 17.8 ug/kg 1 06/10/21 21:24 Surrogates 1,2-Dichloroethane-D4 (surr) 112 71-136 % 1 06/10/21 21:24 4-Bromofluorobenzene (surr) 83.2 55-151 % 1 06/10/21 21:24 Toluene-d8 (surr) 99.9 85-116 % 1 06/10/21 21:24 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 399 SGS� Results of 21 SW-03-SO Client Sample ID: 21SW-03-SO Client Project ID: CF-Seward Lab Sample ID: 1213158004 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 21:24 Container ID: 1213158004-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 10:51 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):92.6 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 10:51 Prep Initial Wt./Vol.: 87.06 g Prep Extract Vol: 31.4321 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group M SGS� Results of 21 SW-04-SO Client Sample ID: 21SW-04-SO Collection Date: 06/05/21 17:22 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158005 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.4 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 2-Methylnaphthalene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Acenaphthene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Acenaphthylene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Anthracene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Benzo(a)Anthracene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Benzo[a]pyrene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Benzo[b]Fluoranthene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Benzo[g,h,i]perylene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Benzo[k]fluoranthene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Chrysene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Di benzo[a, h]a nth race ne 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Fluoranthene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Fluorene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Indeno[1,2,3-c,d] pyrene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Naphthalene 10.6 U 21.1 5.27 ug/kg 1 06/13/21 01:23 Phenanthrene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Pyrene 13.2 U 26.3 6.58 ug/kg 1 06/13/21 01:23 Surrogates 2-Methylnaphthalene-d10 (surr) 86.5 58-103 % 1 06/13/21 01:23 Fluoranthene-d10 (surr) 81.6 54-113 % 1 06/13/21 01:23 Batch Information - Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Analyst: CDM Analytical Date/Time: 06/13/21 01:23 Container ID: 1213158005-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.858 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 401 SGS� Results of 21 SW-04-SO Client Sample ID: 21SW-04-SO Client Project ID: CF-Seward Lab Sample ID: 1213158005 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 18:05 Container ID: 1213158005-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 18:05 Container ID: 1213158005-A Collection Date: 06/05/21 17:22 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):93.4 Location: Result Qual LOQ/CL DL 95.6 21.1 6.55 93.5 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.37 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 70.4 J 106 45.5 92.9 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.37 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 402 Allowable Limits Date Analyzed 06/10/21 18:05 06/10/21 18:05 Allowable Limits Date Analyzed 06/10/21 18:05 06/10/21 18:05 J flagging is activated Member of SGS Group SGS� Results of 21 SW-04-SO Client Sample ID: 21SW-04-SO Client Project ID: CF-Seward Lab Sample ID: 1213158005 Lab Project ID: 1213158 Results by Volatile Fuels Parameter Benzene Ethylbenzene o-Xylene P & M -Xylene Toluene Xylenes (total) Surrogates 1,4-Difluorobenzene (surr) Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Analyst: IJV Analytical Date/Time: 06/12/21 07:07 Container ID: 1213158005-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 17:22 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):93.4 Location: Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 4.77 U 9.54 3.05 ug/kg 1 06/12/21 07:07 9.55 U 19.1 5.95 ug/kg 1 06/12/21 07:07 9.55 U 19.1 5.95 ug/kg 1 06/12/21 07:07 19.1 U 38.1 11.4 ug/kg 1 06/12/21 07:07 9.55 U 19.1 5.95 ug/kg 1 06/12/21 07:07 28.6 U 57.2 17.4 ug/kg 1 06/12/21 07:07 90 72-119 % 1 06/12/21 07:07 Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 06/05/21 17:22 Prep Initial Wt./Vol.: 85.972 g Prep Extract Vol: 30.6416 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 403 SGS� Results of 21 SW-04-SO Client Sample ID: 21SW-04-SO Collection Date: 06/05/21 17:22 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158005 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.4 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 7.65 U 15.3 4.73 ug/kg 1 06/10/21 16:43 1,1,1-Trichloroethane 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,1,2,2-Tetrachloroethane 0.765 U 1.53 0.473 ug/kg 1 06/10/21 16:43 1,1,2-Trichloroethane 0.305 U 0.610 0.191 ug/kg 1 06/10/21 16:43 1,1-Dichloroethane 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,1-Dichloroethene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,1-Dichloropropene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,2,3-Trichlorobe nzene 19.1 U 38.1 11.4 ug/kg 1 06/10/21 16:43 1,2,3-Trichloropropane 0.765 U 1.53 0.473 ug/kg 1 06/10/21 16:43 1,2,4-Trichlorobe nzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,2,4-Trimethylbenzene 19.1 U 38.1 11.4 ug/kg 1 06/10/21 16:43 1,2-Dibromo-3-chloropropane 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 1,2-Dibromoethane 0.382 U 0.763 0.305 ug/kg 1 06/10/21 16:43 1,2-Dichlorobenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,2-Dichloroethane 0.765 U 1.53 0.534 ug/kg 1 06/10/21 16:43 1,2-Dichloropropane 3.81 U 7.63 2.36 ug/kg 1 06/10/21 16:43 1,3,5-Trimethylbenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,3-Dichlorobenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 1,3-Dichloropropane 3.81 U 7.63 2.36 ug/kg 1 06/10/21 16:43 1,4-Dichlorobenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 2,2-Dichloropropane 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 2-Butanone (MEK) 95.5 U 191 59.5 ug/kg 1 06/10/21 16:43 2-Chlorotoluene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 2-Hexanone 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 4-Chlorotoluene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 4-Isopropyltoluene 38.1 U 76.3 19.1 ug/kg 1 06/10/21 16:43 4-Methyl-2-pentanone (MIBK) 95.5 U 191 59.5 ug/kg 1 06/10/21 16:43 Acetone 95.5 U 191 59.5 ug/kg 1 06/10/21 16:43 Benzene 4.77 U 9.54 2.98 ug/kg 1 06/10/21 16:43 Bromobenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Bromochloromethane 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Bromodichloromethane 0.765 U 1.53 0.473 ug/kg 1 06/10/21 16:43 Bromoform 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Bromomethane 7.65 U 15.3 4.73 ug/kg 1 06/10/21 16:43 Carbon disulfide 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 Carbon tetrachloride 4.77 U 9.54 2.98 ug/kg 1 06/10/21 16:43 Chlorobenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group . M SGS� Results of 21 SW-04-SO Client Sample ID: 21SW-04-SO Collection Date: 06/05/21 17:22 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158005 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):93.4 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 76.5 U 153 47.3 ug/kg 1 06/10/21 16:43 Chloroform 1.52 U 3.05 0.763 ug/kg 1 06/10/21 16:43 Chloromethane 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 cis-1,2-Dichloroethene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 cis- 1,3-Dichlorop ropene 4.77 U 9.54 2.98 ug/kg 1 06/10/21 16:43 Dibromochloromethane 1.91 U 3.81 1.14 ug/kg 1 06/10/21 16:43 Dibromomethane 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Dichlo rod ifl uorom ethane 19.1 U 38.1 11.4 ug/kg 1 06/10/21 16:43 Ethylbenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Freon-113 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 Hexachlorobutadiene 7.65 U 15.3 4.73 ug/kg 1 06/10/21 16:43 Isopropylbenzene (Cumene) 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Methylene chloride 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 Methyl-t-butyl ether 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 Naphthalene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 n-Butylbenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 n-Propylbenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 o-Xylene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 P & M -Xylene 19.1 U 38.1 11.4 ug/kg 1 06/10/21 16:43 sec-Butylbenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Styrene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 tert-Butylbenzene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 Tetrachloroethene 4.77 U 9.54 2.98 ug/kg 1 06/10/21 16:43 Toluene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 trans- 1,2-Dichloroethene 9.55 U 19.1 5.95 ug/kg 1 06/10/21 16:43 trans- 1,3-Dichloropropene 4.77 U 9.54 2.98 ug/kg 1 06/10/21 16:43 Trichloroethene 1.91 U 3.81 1.14 ug/kg 1 06/10/21 16:43 Trichlorofluoromethane 19.1 U 38.1 11.4 ug/kg 1 06/10/21 16:43 Vinyl acetate 38.1 U 76.3 23.6 ug/kg 1 06/10/21 16:43 Vinyl chloride 0.305 U 0.610 0.191 ug/kg 1 06/10/21 16:43 Xylenes (total) 28.6 U 57.2 17.4 ug/kg 1 06/10/21 16:43 Surrogates 1,2-Dichloroethane-D4 (surr) 111 71-136 % 1 06/10/21 16:43 4-Bromofluorobenzene (surr) 80.5 55-151 % 1 06/10/21 16:43 Toluene-d8 (surr) 101 85-116 % 1 06/10/21 16:43 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 405 SGS� Results of 21 SW-04-SO Client Sample ID: 21SW-04-SO Client Project ID: CF-Seward Lab Sample ID: 1213158005 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 16:43 Container ID: 1213158005-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 17:22 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):93.4 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 17:22 Prep Initial Wt./Vol.: 85.972 g Prep Extract Vol: 30.6416 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group M SGS� Results of 21 SW-05-SO Client Sample ID: 21SW-05-SO Collection Date: 06/05/21 18:15 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158006 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):95.9 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 2-Methylnaphthalene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Acenaphthene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Acenaphthylene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Anthracene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Benzo(a)Anthracene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Benzo[a]pyrene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Benzo[b]Fluoranthene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Benzo[g,h,i]perylene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Benzo[k]fluoranthene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Chrysene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Di benzo[a, h]a nth race ne 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Fluoranthene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Fluorene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Indeno[1,2,3-c,d] pyrene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Naphthalene 10.3 U 20.6 5.14 ug/kg 1 06/13/21 01:43 Phenanthrene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Pyrene 12.9 U 25.7 6.43 ug/kg 1 06/13/21 01:43 Surrogates 2-Methylnaphthalene-d10 (surr) 85.6 58-103 % 1 06/13/21 01:43 Fluoranthene-d10 (surr) 83.5 54-113 % 1 06/13/21 01:43 Batch Information Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Analyst: CDM Analytical Date/Time: 06/13/21 01:43 Container ID: 1213158006-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.805 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 407 SGS� Results of 21 SW-05-SO Client Sample ID: 21SW-05-SO Client Project ID: CF-Seward Lab Sample ID: 1213158006 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 18:15 Container ID: 1213158006-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 18:15 Container ID: 1213158006-A Collection Date: 06/05/21 18:15 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):95.9 Location: Result Qual LOQ/CL DL 14.7 J 20.7 6.43 89 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.158 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 52.0 U 104 44.6 89.8 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.158 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 408 Allowable Limits Date Analyzed 06/10/21 18:15 06/10/21 18:15 Allowable Limits Date Analyzed 06/10/21 18:15 06/10/21 18:15 J flagging is activated Member of SGS Group SGS� Results of 21 SW-05-SO Client Sample ID: 21SW-05-SO Client Project ID: CF-Seward Lab Sample ID: 1213158006 Lab Project ID: 1213158 Results by Volatile Fuels Parameter Benzene Ethylbenzene o-Xylene P & M -Xylene Toluene Xylenes (total) Surrogates 1,4-Difluorobenzene (surr) Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Analyst: IJV Analytical Date/Time: 06/12/21 07:25 Container ID: 1213158006-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 18:15 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):95.9 Location: Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 4.42 U 8.83 2.83 ug/kg 1 06/12/21 07:25 8.85 U 17.7 5.51 ug/kg 1 06/12/21 07:25 8.85 U 17.7 5.51 ug/kg 1 06/12/21 07:25 17.6 U 35.3 10.6 ug/kg 1 06/12/21 07:25 8.85 U 17.7 5.51 ug/kg 1 06/12/21 07:25 26.5 U 53.0 16.1 ug/kg 1 06/12/21 07:25 90.1 72-119 % 1 06/12/21 07:25 Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 06/05/21 18:15 Prep Initial Wt./Vol.: 83.884 g Prep Extract Vol: 28.4316 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group M SGS� Results of 21 SW-05-SO Client Sample ID: 21SW-05-SO Collection Date: 06/05/21 18:15 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158006 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):95.9 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 7.05 U 14.1 4.38 ug/kg 1 06/10/21 21:40 1,1,1-Trichloroethane 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,1,2,2-Tetrachloroethane 0.705 U 1.41 0.438 ug/kg 1 06/10/21 21:40 1,1,2-Trichloroethane 0.282 U 0.565 0.177 ug/kg 1 06/10/21 21:40 1,1-Dichloroethane 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,1-Dichloroethene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,1-Dichloropropene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,2,3-Trichlorobe nzene 17.6 U 35.3 10.6 ug/kg 1 06/10/21 21:40 1,2,3-Trichloropropane 0.705 U 1.41 0.438 ug/kg 1 06/10/21 21:40 1,2,4-Trichlorobe nzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,2,4-Trimethylbenzene 17.6 U 35.3 10.6 ug/kg 1 06/10/21 21:40 1,2-Dibromo-3-chloropropane 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 1,2-Dibromoethane 0.353 U 0.707 0.283 ug/kg 1 06/10/21 21:40 1,2-Dichlorobenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,2-Dichloroethane 0.705 U 1.41 0.495 ug/kg 1 06/10/21 21:40 1,2-Dichloropropane 3.54 U 7.07 2.19 ug/kg 1 06/10/21 21:40 1,3,5-Trimethylbenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,3-Dichlorobenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 1,3-Dichloropropane 3.54 U 7.07 2.19 ug/kg 1 06/10/21 21:40 1,4-Dichlorobenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 2,2-Dichloropropane 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 2-Butanone (MEK) 88.5 U 177 55.1 ug/kg 1 06/10/21 21:40 2-Chlorotoluene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 2-Hexanone 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 4-Chlorotoluene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 4-Isopropyltoluene 35.4 U 70.7 17.7 ug/kg 1 06/10/21 21:40 4-Methyl-2-pentanone (MIBK) 88.5 U 177 55.1 ug/kg 1 06/10/21 21:40 Acetone 88.5 U 177 55.1 ug/kg 1 06/10/21 21:40 Benzene 4.42 U 8.83 2.76 ug/kg 1 06/10/21 21:40 Bromobenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Bromochloromethane 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Bromodichloromethane 0.705 U 1.41 0.438 ug/kg 1 06/10/21 21:40 Bromoform 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Bromomethane 7.05 U 14.1 4.38 ug/kg 1 06/10/21 21:40 Carbon disulfide 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 Carbon tetrachloride 4.42 U 8.83 2.76 ug/kg 1 06/10/21 21:40 Chlorobenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 410 SGS� Results of 21 SW-05-SO Client Sample ID: 21SW-05-SO Collection Date: 06/05/21 18:15 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158006 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):95.9 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 70.5 U 141 43.8 ug/kg 1 06/10/21 21:40 Chloroform 1.42 U 2.83 0.707 ug/kg 1 06/10/21 21:40 Chloromethane 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 cis-1,2-Dichloroethene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 cis- 1,3-Dichlorop ropene 4.42 U 8.83 2.76 ug/kg 1 06/10/21 21:40 Dibromochloromethane 1.76 U 3.53 1.06 ug/kg 1 06/10/21 21:40 Dibromomethane 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Dichlo rod ifl uorom ethane 17.6 U 35.3 10.6 ug/kg 1 06/10/21 21:40 Ethylbenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Freon-113 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 Hexachlorobutadiene 7.05 U 14.1 4.38 ug/kg 1 06/10/21 21:40 Isopropylbenzene (Cumene) 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Methylene chloride 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 Methyl-t-butyl ether 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 Naphthalene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 n-Butylbenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 n-Propylbenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 o-Xylene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 P & M -Xylene 17.6 U 35.3 10.6 ug/kg 1 06/10/21 21:40 sec-Butylbenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Styrene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 tert-Butylbenzene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 Tetrachloroethene 4.42 U 8.83 2.76 ug/kg 1 06/10/21 21:40 Toluene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 trans- 1,2-Dichloroethene 8.85 U 17.7 5.51 ug/kg 1 06/10/21 21:40 trans- 1,3-Dichloropropene 4.42 U 8.83 2.76 ug/kg 1 06/10/21 21:40 Trichloroethene 1.76 U 3.53 1.06 ug/kg 1 06/10/21 21:40 Trichlorofluoromethane 17.6 U 35.3 10.6 ug/kg 1 06/10/21 21:40 Vinyl acetate 35.4 U 70.7 21.9 ug/kg 1 06/10/21 21:40 Vinyl chloride 0.282 U 0.565 0.177 ug/kg 1 06/10/21 21:40 Xylenes (total) 26.5 U 53.0 16.1 ug/kg 1 06/10/21 21:40 Surrogates 1,2-Dichloroethane-D4 (surr) 109 71-136 % 1 06/10/21 21:40 4-Bromofluorobenzene (surr) 87.3 55-151 % 1 06/10/21 21:40 Toluene-d8 (surr) 100 85-116 % 1 06/10/21 21:40 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 411 SGS� Results of 21 SW-05-SO Client Sample ID: 21SW-05-SO Client Project ID: CF-Seward Lab Sample ID: 1213158006 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 21:40 Container ID: 1213158006-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 18:15 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):95.9 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 18:15 Prep Initial Wt./Vol.: 83.884 g Prep Extract Vol: 28.4316 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 412 SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Collection Date: 06/05/21 19:34 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158007 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.3 Location: Results by Metals by ICP/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Arsenic 8.97 1.01 0.312 mg/kg 10 06/10/21 23:54 Barium 49.0 0.302 0.0945 mg/kg 10 06/10/21 23:54 Cadmium 0.149 J 0.201 0.0623 mg/kg 10 06/10/21 23:54 Chromium 31.3 1.01 0.312 mg/kg 10 06/10/21 23:54 Lead 13.2 0.201 0.0623 mg/kg 10 06/10/21 23:54 Mercury 0.151 U 0.302 0.101 mg/kg 10 06/10/21 23:54 Selenium 1.00 U 2.01 0.623 mg/kg 10 06/10/21 23:54 Silver 0.252 U 0.503 0.151 mg/kg 10 06/10/21 23:54 Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Analyst: DSD Analytical Date/Time: 06/10/21 23:54 Container ID: 1213158007-A Print Date: 06/16/2021 4:11:24PM Prep Batch: MXX34282 Prep Method: SW3050B Prep Date/Time: 06/10/21 12:05 Prep Initial Wt./Vol.: 1.054 g Prep Extract Vol: 50 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 413 SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Collection Date: 06/05/21 19:34 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158007 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.3 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 2-Methylnaphthalene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Acenaphthene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Acenaphthylene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Anthracene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Benzo(a)Anthracene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Benzo[a]pyrene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Benzo[b]Fluoranthene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Benzo[g,h,i]perylene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Benzo[k]fluoranthene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Chrysene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Di benzo[a, h]a nth race ne 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Fluoranthene 7.49 J 26.3 6.59 ug/kg 1 06/13/21 02:04 Fluorene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Indeno[1,2,3-c,d] pyrene 13.2 U 26.3 6.59 ug/kg 1 06/13/21 02:04 Naphthalene 10.6 U 21.1 5.27 ug/kg 1 06/13/21 02:04 Phenanthrene 7.91 J 26.3 6.59 ug/kg 1 06/13/21 02:04 Pyrene 10.1 J 26.3 6.59 ug/kg 1 06/13/21 02:04 Surrogates 2-Methylnaphthalene-d10 (surr) 88.4 58-103 % 1 06/13/21 02:04 Fluoranthene-d10 (surr) 86.2 54-113 % 1 06/13/21 02:04 Batch Information Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Analyst: CDM Analytical Date/Time: 06/13/21 02:04 Container ID: 1213158007-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.627 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 414 SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Client Project ID: CF-Seward Lab Sample ID: 1213158007 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 18:25 Container ID: 1213158007-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 18:25 Container ID: 1213158007-A Collection Date: 06/05/21 19:34 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):94.3 Location: Result Qual LOQ/CL DL 14.8 J 21.2 6.56 91 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.065 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 53.0 U 106 45.5 91.1 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.065 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 415 Allowable Limits Date Analyzed 06/10/21 18:25 06/10/21 18:25 Allowable Limits Date Analyzed 06/10/21 18:25 06/10/21 18:25 J flagging is activated Member of SGS Group SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Collection Date: 06/05/21 19:34 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158007 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.3 Location: Results by Volatile Fuels Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Gasoline Range Organics 1.25 J 1.98 0.593 mg/kg 1 06/10/21 16:53 Surrogates 4-Bromofluorobenzene (surr) 82.4 50-150 % 1 06/10/21 16:53 Batch Information Analytical Batch: VFC15644 Prep Batch: VXX37207 Analytical Method: AK101 Prep Method: SW5035A Analyst: MDT Prep Date/Time: 06/05/21 19:34 Analytical Date/Time: 06/10/21 16:53 Prep Initial Wt./Vol.: 78.995 g Container ID: 1213158007-B Prep Extract Vol: 29.4663 mL Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Benzene 4.94 U 9.88 3.16 ug/kg 1 06/12/21 07:43 Ethylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/12/21 07:43 o-Xylene 9.90 U 19.8 6.17 ug/kg 1 06/12/21 07:43 P & M -Xylene 19.8 U 39.5 11.9 ug/kg 1 06/12/21 07:43 Toluene 9.90 U 19.8 6.17 ug/kg 1 06/12/21 07:43 Xylenes (total) 29.6 U 59.3 18.0 ug/kg 1 06/12/21 07:43 Surrogates 1,4-Difluorobenzene (surr) 90.4 72-119 % 1 06/12/21 07:43 Batch Information Analytical Batch: VFC15647 Prep Batch: VXX37216 Analytical Method: SW8021 B Prep Method: SW5035A Analyst: IJV Prep Date/Time: 06/05/21 19:34 Analytical Date/Time: 06/12/21 07:43 Prep Initial Wt./Vol.: 78.995 g Container ID: 1213158007-B Prep Extract Vol: 29.4663 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 416 J flagging is activated Member of SGS Group SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Collection Date: 06/05/21 19:34 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158007 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.3 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 7.90 U 15.8 4.90 ug/kg 1 06/10/21 21:57 1,1,1-Trichloroethane 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,1,2,2-Tetrachloroethane 0.790 U 1.58 0.490 ug/kg 1 06/10/21 21:57 1,1,2-Trichloroethane 0.317 U 0.633 0.198 ug/kg 1 06/10/21 21:57 1,1-Dichloroethane 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,1-Dichloroethene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,1-Dichloropropene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,2,3-Trichlorobe nzene 19.8 U 39.5 11.9 ug/kg 1 06/10/21 21:57 1,2,3-Trichloropropane 0.790 U 1.58 0.490 ug/kg 1 06/10/21 21:57 1,2,4-Trichlorobe nzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,2,4-Trimethylbenzene 19.8 U 39.5 11.9 ug/kg 1 06/10/21 21:57 1,2-Dibromo-3-chloropropane 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 1,2-Dibromoethane 0.396 U 0.791 0.316 ug/kg 1 06/10/21 21:57 1,2-Dichlorobenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,2-Dichloroethane 0.790 U 1.58 0.554 ug/kg 1 06/10/21 21:57 1,2-Dichloropropane 3.96 U 7.91 2.45 ug/kg 1 06/10/21 21:57 1,3,5-Trimethylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,3-Dichlorobenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 1,3-Dichloropropane 3.96 U 7.91 2.45 ug/kg 1 06/10/21 21:57 1,4-Dichlorobenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 2,2-Dichloropropane 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 2-Butanone (MEK) 99.0 U 198 61.7 ug/kg 1 06/10/21 21:57 2-Chlorotoluene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 2-Hexanone 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 4-Chlorotoluene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 4-Isopropyltoluene 39.5 U 79.1 19.8 ug/kg 1 06/10/21 21:57 4-Methyl-2-pentanone (MIBK) 99.0 U 198 61.7 ug/kg 1 06/10/21 21:57 Acetone 99.0 U 198 61.7 ug/kg 1 06/10/21 21:57 Benzene 4.94 U 9.88 3.08 ug/kg 1 06/10/21 21:57 Bromobenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Bromochloromethane 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Bromodichloromethane 0.790 U 1.58 0.490 ug/kg 1 06/10/21 21:57 Bromoform 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Bromomethane 7.90 U 15.8 4.90 ug/kg 1 06/10/21 21:57 Carbon disulfide 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 Carbon tetrachloride 4.94 U 9.88 3.08 ug/kg 1 06/10/21 21:57 Chlorobenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 417 SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Collection Date: 06/05/21 19:34 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158007 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.3 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 79.0 U 158 49.0 ug/kg 1 06/10/21 21:57 Chloroform 1.58 U 3.16 0.791 ug/kg 1 06/10/21 21:57 Chloromethane 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 cis-1,2-Dichloroethene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 cis- 1,3-Dichlorop ropene 4.94 U 9.88 3.08 ug/kg 1 06/10/21 21:57 Dibromochloromethane 1.98 U 3.95 1.19 ug/kg 1 06/10/21 21:57 Dibromomethane 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Dichlo rod ifl uorom ethane 19.8 U 39.5 11.9 ug/kg 1 06/10/21 21:57 Ethylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Freon-113 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 Hexachlorobutadiene 7.90 U 15.8 4.90 ug/kg 1 06/10/21 21:57 Isopropylbenzene (Cumene) 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Methylene chloride 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 Methyl-t-butyl ether 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 Naphthalene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 n-Butylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 n-Propylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 o-Xylene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 P & M -Xylene 19.8 U 39.5 11.9 ug/kg 1 06/10/21 21:57 sec-Butylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Styrene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 tert-Butylbenzene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 Tetrachloroethene 4.94 U 9.88 3.08 ug/kg 1 06/10/21 21:57 Toluene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 trans- 1,2-Dichloroethene 9.90 U 19.8 6.17 ug/kg 1 06/10/21 21:57 trans- 1,3-Dichloropropene 4.94 U 9.88 3.08 ug/kg 1 06/10/21 21:57 Trichloroethene 1.98 U 3.95 1.19 ug/kg 1 06/10/21 21:57 Trichlorofluoromethane 19.8 U 39.5 11.9 ug/kg 1 06/10/21 21:57 Vinyl acetate 39.5 U 79.1 24.5 ug/kg 1 06/10/21 21:57 Vinyl chloride 0.317 U 0.633 0.198 ug/kg 1 06/10/21 21:57 Xylenes (total) 29.6 U 59.3 18.0 ug/kg 1 06/10/21 21:57 Surrogates 1,2-Dichloroethane-D4 (surr) 112 71-136 % 1 06/10/21 21:57 4-Bromofluorobenzene (surr) 88.5 55-151 % 1 06/10/21 21:57 Toluene-d8 (surr) 100 85-116 % 1 06/10/21 21:57 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 418 SGS� Results of 21 SW-07-SO Client Sample ID: 21SW-07-SO Client Project ID: CF-Seward Lab Sample ID: 1213158007 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 21:57 Container ID: 1213158007-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 19:34 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):94.3 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 19:34 Prep Initial Wt./Vol.: 78.995 g Prep Extract Vol: 29.4663 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 419 SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Collection Date: 06/05/21 19:35 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158008 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.5 Location: Results by Metals by ICP/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Arsenic 11.4 1.02 0.316 mg/kg 10 06/10/21 23:59 Barium 30.1 0.305 0.0957 mg/kg 10 06/10/21 23:59 Cadmium 0.139 J 0.204 0.0631 mg/kg 10 06/10/21 23:59 Chromium 30.5 1.02 0.316 mg/kg 10 06/10/21 23:59 Lead 13.0 0.204 0.0631 mg/kg 10 06/10/21 23:59 Mercury 0.153 U 0.305 0.102 mg/kg 10 06/10/21 23:59 Selenium 1.02 U 2.04 0.631 mg/kg 10 06/10/21 23:59 Silver 0.255 U 0.509 0.153 mg/kg 10 06/10/21 23:59 Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Analyst: DSD Analytical Date/Time: 06/10/21 23:59 Container ID: 1213158008-A Print Date: 06/16/2021 4:11:24PM Prep Batch: MXX34282 Prep Method: SW3050B Prep Date/Time: 06/10/21 12:05 Prep Initial Wt./Vol.: 1.04 g Prep Extract Vol: 50 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 420 SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Collection Date: 06/05/21 19:35 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158008 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.5 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 2-Methylnaphthalene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Acenaphthene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Acenaphthylene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Anthracene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Benzo(a)Anthracene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Benzo[a]pyrene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Benzo[b]Fluoranthene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Benzo[g,h,i]perylene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Benzo[k]fluoranthene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Chrysene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Di benzo[a, h]a nth race ne 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Fluoranthene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Fluorene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Indeno[1,2,3-c,d] pyrene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Naphthalene 10.6 U 21.1 5.28 ug/kg 1 06/13/21 02:25 Phenanthrene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Pyrene 13.2 U 26.4 6.60 ug/kg 1 06/13/21 02:25 Surrogates 2-Methylnaphthalene-d10 (surr) 83.4 58-103 % 1 06/13/21 02:25 Fluoranthene-d10 (surr) 83.7 54-113 % 1 06/13/21 02:25 Batch Information Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Analyst: CDM Analytical Date/Time: 06/13/21 02:25 Container ID: 1213158008-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.551 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 421 SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Client Project ID: CF-Seward Lab Sample ID: 1213158008 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 18:35 Container ID: 1213158008-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 18:35 Container ID: 1213158008-A Collection Date: 06/05/21 19:35 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):94.5 Location: Result Qual LOQ/CL DL 14.2 J 20.9 6.49 91.3 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.364 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 52.5 U 105 45.0 91.1 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.364 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 422 Allowable Limits Date Analyzed 06/10/21 18:35 06/10/21 18:35 Allowable Limits Date Analyzed 06/10/21 18:35 06/10/21 18:35 J flagging is activated Member of SGS Group SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Collection Date: 06/05/21 19:35 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158008 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.5 Location: Results by Volatile Fuels Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Gasoline Range Organics 1.93 J 4.28 1.28 mg/kg 1 06/10/21 14:34 Surrogates 4-Bromofluorobenzene (surr) 83.9 50-150 % 1 06/10/21 14:34 Batch Information Analytical Batch: VFC15644 Prep Batch: VXX37207 Analytical Method: AK101 Prep Method: SW5035A Analyst: MDT Prep Date/Time: 06/05/21 19:35 Analytical Date/Time: 06/10/21 14:34 Prep Initial Wt./Vol.: 33.202 g Container ID: 1213158008-B Prep Extract Vol: 26.84 mL Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Benzene 10.7 U 21.4 6.85 ug/kg 1 06/11/21 18:18 Ethylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/11/21 18:18 o-Xylene 21.4 U 42.8 13.4 ug/kg 1 06/11/21 18:18 P & M -Xylene 42.8 U 85.6 25.7 ug/kg 1 06/11/21 18:18 Toluene 21.4 U 42.8 13.4 ug/kg 1 06/11/21 18:18 Xylenes (total) 64.0 U 128 39.0 ug/kg 1 06/11/21 18:18 Surrogates 1,4-Difluorobenzene (surr) 90.3 72-119 % 1 06/11/21 18:18 Batch Information Analytical Batch: VFC15647 Prep Batch: VXX37216 Analytical Method: SW8021 B Prep Method: SW5035A Analyst: IJV Prep Date/Time: 06/05/21 19:35 Analytical Date/Time: 06/11/21 18:18 Prep Initial Wt./Vol.: 33.202 g Container ID: 1213158008-B Prep Extract Vol: 26.84 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 423 J flagging is activated Member of SGS Group SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Collection Date: 06/05/21 19:35 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158008 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.5 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 17.1 U 34.2 10.6 ug/kg 1 06/10/21 22:13 1,1,1-Trichloroethane 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,1,2,2-Tetrachloroethane 1.71 U 3.42 1.06 ug/kg 1 06/10/21 22:13 1,1,2-Trichloroethane 0.685 U 1.37 0.428 ug/kg 1 06/10/21 22:13 1,1-Dichloroethane 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,1-Dichloroethene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,1-Dichloropropene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,2,3-Trichlorobe nzene 42.8 U 85.6 25.7 ug/kg 1 06/10/21 22:13 1,2,3-Trichloropropane 1.71 U 3.42 1.06 ug/kg 1 06/10/21 22:13 1,2,4-Trichlorobe nzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,2,4-Trimethylbenzene 42.8 U 85.6 25.7 ug/kg 1 06/10/21 22:13 1,2-Dibromo-3-chloropropane 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 1,2-Dibromoethane 0.855 U 1.71 0.685 ug/kg 1 06/10/21 22:13 1,2-Dichlorobenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,2-Dichloroethane 1.71 U 3.42 1.20 ug/kg 1 06/10/21 22:13 1,2-Dichloropropane 8.55 U 17.1 5.31 ug/kg 1 06/10/21 22:13 1,3,5-Trimethylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,3-Dichlorobenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 1,3-Dichloropropane 8.55 U 17.1 5.31 ug/kg 1 06/10/21 22:13 1,4-Dichlorobenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 2,2-Dichloropropane 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 2-Butanone (MEK) 214 U 428 134 ug/kg 1 06/10/21 22:13 2-Chlorotoluene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 2-Hexanone 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 4-Chlorotoluene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 4-Isopropyltoluene 85.5 U 171 42.8 ug/kg 1 06/10/21 22:13 4-Methyl-2-pentanone (MIBK) 214 U 428 134 ug/kg 1 06/10/21 22:13 Acetone 214 U 428 134 ug/kg 1 06/10/21 22:13 Benzene 10.7 U 21.4 6.68 ug/kg 1 06/10/21 22:13 Bromobenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Bromochloromethane 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Bromodichloromethane 1.71 U 3.42 1.06 ug/kg 1 06/10/21 22:13 Bromoform 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Bromomethane 17.1 U 34.2 10.6 ug/kg 1 06/10/21 22:13 Carbon disulfide 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 Carbon tetrachloride 10.7 U 21.4 6.68 ug/kg 1 06/10/21 22:13 Chlorobenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 424 SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Collection Date: 06/05/21 19:35 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158008 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):94.5 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 171 U 342 106 ug/kg 1 06/10/21 22:13 Chloroform 3.42 U 6.85 1.71 ug/kg 1 06/10/21 22:13 Chloromethane 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 cis-1,2-Dichloroethene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 cis- 1,3-Dichlorop ropene 10.7 U 21.4 6.68 ug/kg 1 06/10/21 22:13 Dibromochloromethane 4.28 U 8.56 2.57 ug/kg 1 06/10/21 22:13 Dibromomethane 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Dichlo rod ifl uorom ethane 42.8 U 85.6 25.7 ug/kg 1 06/10/21 22:13 Ethylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Freon-113 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 Hexachlorobutadiene 17.1 U 34.2 10.6 ug/kg 1 06/10/21 22:13 Isopropylbenzene (Cumene) 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Methylene chloride 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 Methyl-t-butyl ether 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 Naphthalene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 n-Butylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 n-Propylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 o-Xylene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 P & M -Xylene 42.8 U 85.6 25.7 ug/kg 1 06/10/21 22:13 sec-Butylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Styrene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 tert-Butylbenzene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 Tetrachloroethene 10.7 U 21.4 6.68 ug/kg 1 06/10/21 22:13 Toluene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 trans- 1,2-Dichloroethene 21.4 U 42.8 13.4 ug/kg 1 06/10/21 22:13 trans- 1,3-Dichloropropene 10.7 U 21.4 6.68 ug/kg 1 06/10/21 22:13 Trichloroethene 4.28 U 8.56 2.57 ug/kg 1 06/10/21 22:13 Trichlorofluoromethane 42.8 U 85.6 25.7 ug/kg 1 06/10/21 22:13 Vinyl acetate 85.5 U 171 53.1 ug/kg 1 06/10/21 22:13 Vinyl chloride 0.685 U 1.37 0.428 ug/kg 1 06/10/21 22:13 Xylenes (total) 64.0 U 128 39.0 ug/kg 1 06/10/21 22:13 Surrogates 1,2-Dichloroethane-D4 (surr) 108 71-136 % 1 06/10/21 22:13 4-Bromofluorobenzene (surr) 85.3 55-151 % 1 06/10/21 22:13 Toluene-d8 (surr) 99.4 85-116 % 1 06/10/21 22:13 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 425 SGS� Results of 21 SW-08-SO Client Sample ID: 21SW-08-SO Client Project ID: CF-Seward Lab Sample ID: 1213158008 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 22:13 Container ID: 1213158008-B Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 19:35 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):94.5 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 19:35 Prep Initial Wt./Vol.: 33.202 g Prep Extract Vol: 26.84 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 426 SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Collection Date: 06/05/21 19:21 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158009 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):88.4 Location: Results by Metals by ICP/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Arsenic 12.1 1.03 0.321 mg/kg 10 06/11/21 00:03 Barium 170 0.310 0.0972 mg/kg 10 06/11/21 00:03 Cadmium 0.231 0.207 0.0641 mg/kg 10 06/11/21 00:03 Chromium 27.3 1.03 0.321 mg/kg 10 06/11/21 00:03 Lead 64.7 0.207 0.0641 mg/kg 10 06/11/21 00:03 Mercury 0.155 U 0.310 0.103 mg/kg 10 06/11/21 00:03 Selenium 0.709 J 2.07 0.641 mg/kg 10 06/11/21 00:03 Silver 0.259 U 0.517 0.155 mg/kg 10 06/11/21 00:03 Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Analyst: DSD Analytical Date/Time: 06/11/21 00:03 Container ID: 1213158009-A Print Date: 06/16/2021 4:11:24PM Prep Batch: MXX34282 Prep Method: SW3050B Prep Date/Time: 06/10/21 12:05 Prep Initial Wt./Vol.: 1.094 g Prep Extract Vol: 50 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 427 SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Collection Date: 06/05/21 19:21 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158009 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):88.4 Location: Results by Polynuclear Aromatics GUMS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1-Methylnaphthalene 141 28.1 7.03 ug/kg 1 06/13/21 02:45 2-Methylnaphthalene 175 28.1 7.03 ug/kg 1 06/13/21 02:45 Acenaphthene 29.8 28.1 7.03 ug/kg 1 06/13/21 02:45 Acenaphthylene 101 28.1 7.03 ug/kg 1 06/13/21 02:45 Anthracene 220 28.1 7.03 ug/kg 1 06/13/21 02:45 Benzo(a)Anthracene 359 28.1 7.03 ug/kg 1 06/13/21 02:45 Benzo[a]pyrene 330 28.1 7.03 ug/kg 1 06/13/21 02:45 Benzo[b]Fluoranthene 469 28.1 7.03 ug/kg 1 06/13/21 02:45 Benzo[g,h,i]perylene 236 28.1 7.03 ug/kg 1 06/13/21 02:45 Benzo[k]fluoranthene 184 28.1 7.03 ug/kg 1 06/13/21 02:45 Chrysene 345 28.1 7.03 ug/kg 1 06/13/21 02:45 Di benzo[a, h]a nth race ne 62.2 28.1 7.03 ug/kg 1 06/13/21 02:45 Fluoranthene 1020 141 35.1 ug/kg 5 06/13/2122:27 Fluorene 167 28.1 7.03 ug/kg 1 06/13/21 02:45 Indeno[1,2,3-c,d] pyrene 228 28.1 7.03 ug/kg 1 06/13/21 02:45 Naphthalene 132 22.5 5.62 ug/kg 1 06/13/21 02:45 Phenanthrene 1000 141 35.1 ug/kg 5 06/13/2122:27 Pyrene 705 141 35.1 ug/kg 5 06/13/2122:27 Surrogates 2-Methylnaphthalene-d10 (surr) 88.9 58-103 % 1 06/13/21 02:45 Fluoranthene-d10 (surr) 81.8 54-113 % 1 06/13/21 02:45 Batch Information Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Analyst: CDM Analytical Date/Time: 06/13/21 02:45 Container ID: 1213158009-A Analytical Batch: XMS12664 Analytical Method: 8270D SIM (PAH) Analyst: LAW Analytical Date/Time: 06/13/21 22:27 Container ID: 1213158009-A Print Date: 06/16/2021 4:11:24PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.643 g Prep Extract Vol: 5 mL Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/21 11:47 Prep Initial Wt./Vol.: 22.643 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 428 SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Client Project ID: CF-Seward Lab Sample ID: 1213158009 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 18:46 Container ID: 1213158009-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 18:46 Container ID: 1213158009-A Collection Date: 06/05/21 19:21 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):88.4 Location: Result Qual LOQ/CL DL 58.2 22.3 6.93 92.2 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.393 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL Units DF 189 112 48.0 mg/kg 1 91.2 50-150 % 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.393 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 429 Allowable Limits Date Analyzed 06/10/21 18:46 06/10/21 18:46 Allowable Limits Date Analyzed 06/10/21 18:46 06/10/21 18:46 J flagging is activated Member of SGS Group SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Collection Date: 06/05/21 19:21 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158009 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):88.4 Location: Results by Volatile Fuels Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Gasoline Range Organics 2.17 J 3.06 0.917 mg/kg 1 06/10/21 17:11 Surrogates 4-Bromofluorobenzene (surr) 56.5 50-150 % 1 06/10/21 17:11 Batch Information Analytical Batch: VFC15644 Prep Batch: VXX37207 Analytical Method: AK101 Prep Method: SW5035A Analyst: MDT Prep Date/Time: 06/05/21 19:21 Analytical Date/Time: 06/10/21 17:11 Prep Initial Wt./Vol.: 59.025 g Container ID: 1213158009-C Prep Extract Vol: 31.8685 mL Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Benzene 15.0 J 15.3 4.89 ug/kg 1 06/12/21 08:01 Ethylbenzene 28.1 J 30.6 9.53 ug/kg 1 06/12/21 08:01 o-Xylene 81.9 30.6 9.53 ug/kg 1 06/12/21 08:01 P & M -Xylene 140 61.1 18.3 ug/kg 1 06/12/21 08:01 Toluene 104 30.6 9.53 ug/kg 1 06/12/21 08:01 Xylenes (total) 222 91.7 27.9 ug/kg 1 06/12/21 08:01 Surrogates 1,4-Difluorobenzene (surr) 93.7 72-119 % 1 06/12/21 08:01 Batch Information Analytical Batch: VFC15647 Prep Batch: VXX37216 Analytical Method: SW8021 B Prep Method: SW5035A Analyst: IJV Prep Date/Time: 06/05/21 19:21 Analytical Date/Time: 06/12/21 08:01 Prep Initial Wt./Vol.: 59.025 g Container ID: 1213158009-C Prep Extract Vol: 31.8685 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 430 J flagging is activated Member of SGS Group SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Collection Date: 06/05/21 19:21 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158009 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):88.4 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed 1,1,1,2-Tetrachloroethane 12.2 U 24.4 7.58 ug/kg 1 06/10/21 22:30 1,1,1-Trichloroethane 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,1,2,2-Tetrachloroethane 1.22 U 2.44 0.758 ug/kg 1 06/10/21 22:30 1,1,2-Trichloroethane 0.489 U 0.978 0.306 ug/kg 1 06/10/21 22:30 1,1-Dichloroethane 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,1-Dichloroethene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,1-Dichloropropene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,2,3-Trichlorobe nzene 30.6 U 61.1 18.3 ug/kg 1 06/10/21 22:30 1,2,3-Trichloropropane 1.22 U 2.44 0.758 ug/kg 1 06/10/21 22:30 1,2,4-Trichlorobe nzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,2,4-Trimethylbenzene 40.0 J 61.1 18.3 ug/kg 1 06/10/21 22:30 1,2-Dibromo-3-chloropropane 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 1,2-Dibromoethane 0.610 U 1.22 0.489 ug/kg 1 06/10/21 22:30 1,2-Dichlorobenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,2-Dichloroethane 1.22 U 2.44 0.855 ug/kg 1 06/10/21 22:30 1,2-Dichloropropane 6.10 U 12.2 3.79 ug/kg 1 06/10/21 22:30 1,3,5-Trimethylbenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,3-Dichlorobenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 1,3-Dichloropropane 6.10 U 12.2 3.79 ug/kg 1 06/10/21 22:30 1,4-Dichlorobenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 2,2-Dichloropropane 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 2-Butanone (MEK) 153 U 306 95.3 ug/kg 1 06/10/21 22:30 2-Chlorotoluene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 2-Hexanone 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 4-Chlorotoluene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 4-Isopropyltoluene 61.0 U 122 30.6 ug/kg 1 06/10/21 22:30 4-Methyl-2-pentanone (MIBK) 153 U 306 95.3 ug/kg 1 06/10/21 22:30 Acetone 111 J 306 95.3 ug/kg 1 06/10/21 22:30 Benzene 6.42 J 15.3 4.77 ug/kg 1 06/10/21 22:30 Bromobenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Bromochloromethane 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Bromodichloromethane 1.22 U 2.44 0.758 ug/kg 1 06/10/21 22:30 Bromoform 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Bromomethane 12.2 U 24.4 7.58 ug/kg 1 06/10/21 22:30 Carbon disulfide 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 Carbon tetrachloride 7.65 U 15.3 4.77 ug/kg 1 06/10/21 22:30 Chlorobenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 431 SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Collection Date: 06/05/21 19:21 Client Project ID: CIF -Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158009 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):88.4 Location: Results by Volatile GC/MS Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Chloroethane 122 U 244 75.8 ug/kg 1 06/10/21 22:30 Chloroform 2.44 U 4.89 1.22 ug/kg 1 06/10/21 22:30 Chloromethane 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 cis-1,2-Dichloroethene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 cis- 1,3-Dichlorop ropene 7.65 U 15.3 4.77 ug/kg 1 06/10/21 22:30 Dibromochloromethane 3.06 U 6.11 1.83 ug/kg 1 06/10/21 22:30 Dibromomethane 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Dichlo rod ifl uorom ethane 30.6 U 61.1 18.3 ug/kg 1 06/10/21 22:30 Ethylbenzene 15.9 J 30.6 9.53 ug/kg 1 06/10/21 22:30 Freon-113 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 Hexachlorobutadiene 12.2 U 24.4 7.58 ug/kg 1 06/10/21 22:30 Isopropylbenzene (Cumene) 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Methylene chloride 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 Methyl-t-butyl ether 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 Naphthalene 26.6 J 30.6 9.53 ug/kg 1 06/10/21 22:30 n-Butylbenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 n-Propylbenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 o-Xylene 52.2 30.6 9.53 ug/kg 1 06/10/21 22:30 P & M -Xylene 82.5 61.1 18.3 ug/kg 1 06/10/21 22:30 sec-Butylbenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Styrene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 tert-Butylbenzene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 Tetrachloroethene 7.65 U 15.3 4.77 ug/kg 1 06/10/21 22:30 Toluene 57.4 30.6 9.53 ug/kg 1 06/10/21 22:30 trans- 1,2-Dichloroethene 15.3 U 30.6 9.53 ug/kg 1 06/10/21 22:30 trans- 1,3-Dichloropropene 7.65 U 15.3 4.77 ug/kg 1 06/10/21 22:30 Trichloroethene 3.06 U 6.11 1.83 ug/kg 1 06/10/21 22:30 Trichlorofluoromethane 30.6 U 61.1 18.3 ug/kg 1 06/10/21 22:30 Vinyl acetate 61.0 U 122 37.9 ug/kg 1 06/10/21 22:30 Vinyl chloride 0.489 U 0.978 0.306 ug/kg 1 06/10/21 22:30 Xylenes (total) 135 91.7 27.9 ug/kg 1 06/10/21 22:30 Surrogates 1,2-Dichloroethane-D4 (surr) 106 71-136 % 1 06/10/21 22:30 4-Bromofluorobenzene (surr) 57.1 55-151 % 1 06/10/21 22:30 Toluene-d8 (surr) 100 85-116 % 1 06/10/21 22:30 Print Date: 06/16/2021 4:11:24PM J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 432 SGS� Results of 21 SW-09-SO Client Sample ID: 21SW-09-SO Client Project ID: CF-Seward Lab Sample ID: 1213158009 Lab Project ID: 1213158 Results by Volatile GC/MS Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Analyst: S.S Analytical Date/Time: 06/10/21 22:30 Container ID: 1213158009-C Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 19:21 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):88.4 Location: Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/05/21 19:21 Prep Initial Wt./Vol.: 59.025 g Prep Extract Vol: 31.8685 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 433 SGS� Results of 21 SW-10-CO Client Sample ID: 21SW-10-CO Client Project ID: CF-Seward Lab Sample ID: 1213158010 Lab Project ID: 1213158 Results by Polychlorinated Biphenyls Parameter Aroclor-1016 Aroclor-1221 Aroclor-1232 Aroclor-1242 Aroclor-1248 Aroclor-1254 Aroclor-1260 Surrogates Decachlorobiphenyl (surr) Batch Information Analytical Batch: XGC10893 Analytical Method: SW8082A Analyst: CDM Analytical Date/Time: 06/13/21 17:59 Container ID: 1213158010-A Print Date: 06/16/2021 4:11:24PM Collection Date: 06/05/21 19:45 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):90.3 Location: Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 110 U 220 55.0 ug/kg 4 06/13/21 17:59 220 U 440 110 ug/kg 4 06/13/21 17:59 110 U 220 55.0 ug/kg 4 06/13/21 17:59 110 U 220 55.0 ug/kg 4 06/13/21 17:59 110 U 220 55.0 ug/kg 4 06/13/21 17:59 110 U 220 55.0 ug/kg 4 06/13/21 17:59 110 U 220 55.0 ug/kg 4 06/13/21 17:59 90 60-125 % 4 06/13/21 17:59 Prep Batch: XXX44941 Prep Method: SW3550C Prep Date/Time: 06/11/21 11:15 Prep Initial Wt./Vol.: 22.665 g Prep Extract Vol: 5 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 434 SGS� Results of 21 SW-10-CO Client Sample ID: 21SW-10-CO Client Project ID: CF-Seward Lab Sample ID: 1213158010 Lab Project ID: 1213158 Results by Semivolatile Organic Fuels Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Analyst: IVM Analytical Date/Time: 06/10/21 21:09 Container ID: 1213158010-A Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Analyst: IVM Analytical Date/Time: 06/10/21 21:09 Container ID: 1213158010-A Collection Date: 06/05/21 19:45 Received Date: 06/09/21 15:56 Matrix: Soil/Solid (dry weight) Solids (%):90.3 Location: Allowable Result Qual LOQ/CL DL Units DF Limits Date Analyzed 2890 22.0 6.83 mg/kg 1 06/10/21 21:09 153 50-150 % 1 06/10/21 21:09 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.154 g Prep Extract Vol: 5 mL Result Qual LOQ/CL DL 3060 110 47.4 84 50-150 Units DF mg/kg 1 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/21 09:34 Prep Initial Wt./Vol.: 30.154 g Prep Extract Vol: 5 mL Print Date: 06/16/2021 4:11:24PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 435 Allowable Limits Date Analyzed 06/10/21 21:09 06/10/21 21:09 J flagging is activated Member of SGS Group SGS� Results of 21 SW-10-CO Client Sample ID: 21SW-10-CO Collection Date: 06/05/21 19:45 Client Project ID: CF-Seward Received Date: 06/09/21 15:56 Lab Sample ID: 1213158010 Matrix: Soil/Solid (dry weight) Lab Project ID: 1213158 Solids (%):90.3 Location: Results by TCLP Constituents Metals Allowable Parameter Result Qual LOQ/CL DL Units DF Limits Date Analyzed Arsenic 0.150 U 0.300 0.125 mg/L 25 (<5) 06/15/21 13:55 Barium 0.0750 U 0.150 0.0470 mg/L 25 (<100) 06/15/21 13:55 Cadmium 0.0500 U 0.100 0.0300 mg/L 25 (<1) 06/15/21 13:55 Chromium 0.100 U 0.200 0.0650 mg/L 25 (<5) 06/15/21 13:55 Lead 0.0522 0.0500 0.0155 mg/L 25 (<5) 06/15/21 13:55 Mercury 0.0125 U 0.0250 0.00900 mg/L 25 (<0.2) 06/15/21 13:55 Selenium 0.500 U 1.00 0.310 mg/L 25 (<1) 06/15/21 13:55 Silver 0.0500 U 0.100 0.0310 mg/L 25 (<5) 06/15/21 13:55 Batch Information Analytical Batch: MMS11143 Analytical Method: SW6020B TCLP Analyst: DMM Analytical Date/Time: 06/15/21 13:55 Container ID: 1213158010-A Print Date: 06/16/2021 4:11:24PM Prep Batch: MXT6107 Prep Method: SW3010A Prep Date/Time: 06/12/21 10:30 Prep Initial Wt./Vol.: 2.5 mL Prep Extract Vol: 25 mL J flagging is activated 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 436 SGS Method Blank Blank ID: LB1 for HBN 1820660 [TCLP/1122 Blank Lab ID: 1615763 QC for Samples: 1213158010 Results by SW6020B TCLP Matrix: Solid/Soil (Wet Weight) Parameter Results LOQ/CL DL Units Arsenic 0.150U 0.300 0.125 mg/L Barium 0.0773J 0.150 0.0470 mg/L Cadmium 0.0500U 0.100 0.0300 mg/L Chromium 0.100U 0.200 0.0650 mg/L Lead 0.0250U 0.0500 0.0155 mg/L Mercury 0.0125U 0.0250 0.00900 mg/L Selenium 0.500U 1.00 0.310 mg/L Silver 0.0500U 0.100 0.0310 mg/L Batch Information J- Analytical Batch: MMS11143 Analytical Method: SW6020B TCLP Instrument: Perkin Elmer Nexlon P5 Analyst: DMM Analytical Date/Time: 6/15/2021 1:46:42PM Print Date: 06/16/2021 4:11:29PM Prep Batch: MXT6107 Prep Method: SW3010A Prep Date/Time: 6/12/2021 10:30:04AM Prep Initial Wt./Vol.: 2.5 mL Prep Extract Vol: 25 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 437 SGS Method Blank Blank ID: MB for HBN 1820683 [MXT/6107] Blank Lab ID: 1615881 QC for Samples: 1213158010 Results by SW6020B TCLP Matrix: Water (Surface, Eff., Ground) Parameter Results LOQ/CL DL Units Arsenic 0.0150U 0.0300 0.0125 mg/L Barium 0.00750U 0.0150 0.00470 mg/L Cadmium 0.00500U 0.0100 0.00300 mg/L Chromium 0.0100U 0.0200 0.00650 mg/L Lead 0.00250U 0.00500 0.00155 mg/L Mercury 0.00125U 0.00250 0.000900 mg/L Selenium 0.0500U 0.100 0.0310 mg/L Silver 0.00500U 0.0100 0.00310 mg/L Batch Information J- Analytical Batch: MMS11143 Analytical Method: SW6020B TCLP Instrument: Perkin Elmer Nexlon P5 Analyst: DMM Analytical Date/Time: 6/15/2021 1:38:14PM Print Date: 06/16/2021 4:11:29PM Prep Batch: MXT6107 Prep Method: SW3010A Prep Date/Time: 6/12/2021 10:30:04AM Prep Initial Wt./Vol.: 25 mL Prep Extract Vol: 25 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 438 SGS Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [MXT6107] Blank Spike Lab ID: 1615882 Date Analyzed: 06/15/2021 13:42 QC for Samples: 1213158010 Results by SW6020B TCLP Parameter aRike Arsenic 1 Barium 1 Cadmium 0.1 Chromium 0.4 Lead 1 Mercury 0.01 Selenium 1 Silver 0.1 Batch Information Analytical Batch: MMS11143 Analytical Method: SW6020B TCLP Instrument: Perkin Elmer Nexlon P5 Analyst: DMM Print Date: 06/16/2021 4:11:32PM Blank Spike (mg/L) Result Rec 1.05 105 0.934 93 0.102 102 0.380 95 1.01 101 0.0104 104 1.09 109 0.100 100 Matrix: Water (Surface, Eff., Ground) CL ( 84-116 ) ( 86-114 ) ( 87-115 ) ( 85-116 ) ( 88-115 ) ( 70-124 ) ( 80-120 ) (85-11 Prep Batch: MXT6107 Prep Method: SW3010A Prep Date/Time: 06/12/2021 10:30 Spike Init Wt./Vol.: 1 mg/L Extract Dupe Init Wt./Vol.: Extract Vol: �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group i 439 SGS Matrix Spike Summary Original Sample ID: 1615894 MS Sample ID: 1615896 MS MSD Sample ID: 1615897 MSD QC for Samples: 1213158010 Results by SW6020B TCLP Matrix Spike (mg/L) Parameter Sample Spike Result Rec Arsenic 0.150U 10.0 9.71 97 Barium 0.0750U 10.0 8.79 88 Cadmium 0.0500U 1.00 .945 95 Chromium 0.1000 4.00 3.46 87 Lead 0.0250U 10.0 9.74 97 Mercury 0.0125U 0.100 .103 103 Selenium 0.500U 10.0 9.85 99 Silver 0.0500U 1.00 .955 96 Batch Information Analytical Batch: MMS11143 Analytical Method: SW6020B TCLP Instrument: Perkin Elmer Nexlon P5 Analyst: DMM Analytical Date/Time: 6/15/2021 2:03:37PM Print Date: 06/16/2021 4:11:34PM Analysis Date: 06/15/2021 13:59 Analysis Date: 06/15/2021 14:03 Analysis Date: 06/15/2021 14:07 Matrix: Solid/Soil (Wet Weight) Spike Duplicate (mg/L) Spike Result Rec 10.0 9.60 96 10.0 9.33 93 1.00 1.00 100 4.00 3.48 87 10.0 9.52 95 0.100 0.100 100 10.0 9.92 99 1.00 0.989 99 CL 84-116 86-114 87-115 85-116 88-115 70-124 80-120 85-116 RPD (%) RPD CL 1.20 (< 20 ) 5.96 (< 20 ) 5.78 (< 20 ) 0.45 (< 20 ) 2.27 (< 20 ) 3.02 (< 20 ) 0.64 (< 20 ) 3.46 (< 20 ) Prep Batch: MXT6107 Prep Method: Waters Digest for Metals by ICP-MS(TCLP) Prep Date/Time: 6/12/2021 10:30:04AM Prep Initial Wt./Vol.: 2.50mL Prep Extract Vol: 25.00mL 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group ..R SGS Method Blank Blank ID: MB for HBN 1820579 [MXX/34282] Blank Lab ID: 1615436 QC for Samples: 1213158003,1213158007,1213158008,1213158009 Results by SW6020B Matrix: Soil/Solid (dry weight) Parameter Results LOQ/CL DL Units Arsenic 0.500U 1.00 0.310 mg/kg Barium 0.150U 0.300 0.0940 mg/kg Cadmium 0.100U 0.200 0.0620 mg/kg Chromium 0.500U 1.00 0.310 mg/kg Lead 0.100U 0.200 0.0620 mg/kg Mercury 0.150U 0.300 0.100 mg/kg Selenium 1.00U 2.00 0.620 mg/kg Silver 0.250U 0.500 0.150 mg/kg Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Instrument: Perkin Elmer Nexlon P5 Analyst: DSD Analytical Date/Time: 6/11/2021 12:20:12AM Print Date: 06/16/2021 4:11:36PM Prep Batch: MXX34282 Prep Method: SW3050B Prep Date/Time: 6/10/2021 12:05:06PM Prep Initial Wt./Vol.: 1 g Prep Extract Vol: 50 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 441 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [MXX34282] Blank Spike Lab ID: 1615437 Date Analyzed: 06/11/2021 00:24 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158003, 1213158007, 1213158008, 1213158009 Results by SW6020B Blank Spike (mg/kg) Parameter Spike Result Rec Arsenic 50 49.7 99 Barium 50 49.3 99 Cadmium 5 4.95 99 Chromium 20 20.3 101 Lead 50 51.8 104 Mercury 0.5 0.483 97 Selenium 50 49.9 100 Silver 5 4.81 96 Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Instrument: Perkin Elmer Nexlon P5 Analyst: DSD Print Date: 06/16/2021 4:11:38PM CL ( 82-118 ) ( 86-116 ) ( 84-116 ) ( 83-119 ) ( 84-118 ) ( 74-126 ) ( 80-119 ) ( 83-118 ) Prep Batch: MXX34282 Prep Method: SW3050B Prep Date/Time: 06/10/2021 12:05 Spike Init Wt./Vol.: 50 mg/kg Extract Vol: 50 mL Dupe Init Wt./Vol.: Extract Vol: �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 442 SGS Matrix Spike Summary Original Sample ID: 1615438 MS Sample ID: 1615440 MS MSD Sample ID: 1615441 MSD QC for Samples: 1213158003, 1213158007, 1213158008, 1213158009 Results by SW6020B Matrix Spike (mg/kg) Parameter Sample Spike Result Rec Arsenic 0.979 46.6 46.9 99 Barium 5.93 46.6 52.1 99 Cadmium 0.0970U 4.66 4.55 98 Chromium 0.547J 18.6 19 99 Lead 5.48 46.6 53.7 104 Mercury 0.145U 0.466 .449 96 Selenium 0.970U 46.6 47.7 102 Silver 0.242U 4.66 4.53 97 Batch Information Analytical Batch: MMS11141 Analytical Method: SW6020B Instrument: Perkin Elmer Nexlon P5 Analyst: DSD Analytical Date/Time: 6/10/2021 11:37:54PM Print Date: 06/16/2021 4:11:40PM Analysis Date: 06/10/2021 23:33 Analysis Date: 06/10/2021 23:37 Analysis Date: 06/10/2021 23:42 Matrix: Solid/Soil (Wet Weight) Spike Duplicate (mg/kg) Spike Result Rec 47.9 47.9 98 47.9 53.8 100 4.79 4.76 99 19.2 18.8 95 47.9 54.0 101 0.479 0.495 103 47.9 46.9 98 4.79 4.85 101 CL RPD (%) RPD CL 82-118 2.06 (< 20 ) 86-116 3.21 (< 20 ) 84-116 4.53 (< 20 ) 83-119 1.41 (< 20 ) 84-118 0.61 (< 20 ) 74-126 9.74 (< 20 ) 80-119 1.72 (< 20 ) 83-118 6.87 (< 20 ) Prep Batch: MXX34282 Prep Method: Soils/Solids Digest for Metals by ICP-MS Prep Date/Time: 6/10/2021 12:05:06PM Prep Initial Wt./Vol.: 1.07g Prep Extract Vol: 50.00mL 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 443 SGS Method Blank Blank ID: MB for HBN 1820626 [SPT/11293] Matrix: Soil/Solid (dry weight) Blank Lab ID: 1615597 QC for Samples: 1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009,1213158010 Results by SM21 2540G Parameter Results LOQ/CL DL Units Total Solids 100 % Batch Information Analytical Batch: SPT11293 Analytical Method: SM21 2540G Instrument: Analyst: TMM Analytical Date/Time: 6/10/2021 5:00:OOPM Print Date: 06/16/2021 4:11:42PM ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 444 SGS Duplicate Sample Summary Original Sample ID: 1213082019 Duplicate Sample ID: 1615600 QC for Samples: Results by SM21 254OG NAME Original Total Solids 95.8 Batch Information Analytical Batch: SPT11293 Analytical Method: SM21 254OG Instrument: Analyst: TMM Print Date: 06/16/2021 4:11:44PM Analysis Date: 06/10/2021 17:00 Matrix: Soil/Solid (dry weight) Duplicate Units RPD (%) 95.8 % 0.03 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com RPD CL (<15) 445 Member of SGS Group SGS Duplicate Sample Summary Original Sample ID: 1213156004 Analysis Date: 06/10/2021 17:00 Duplicate Sample ID: 1615601 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009, 1213158010 Results by SM21 254OG NAME Original Duplicate Total Solids 91.8 93.2 Batch Information Analytical Batch: SPT11293 Analytical Method: SM21 254OG Instrument: Analyst: TMM Print Date: 06/16/2021 4:11:44PM Units RPD (%) RPD CL % 1.50 (< 15 ) 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group ..R SGS Method Blank Blank ID: MB for HBN 1820636 [VXX/37207] Matrix: Soil/Solid (dry weight) Blank Lab ID: 1615637 QC for Samples: 1213158001,1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009 Results by AK101 Parameter Results LOQ/CL DL Units Gasoline Range Organics 1.33J 2.50 0.750 mg/kg Surrogates 4-Bromofluorobenzene (surr) 83.4 50-150 % Batch Information Analytical Batch: VFC15644 Analytical Method: AK101 Instrument: Agilent 7890 PID/FID Analyst: MDT Analytical Date/Time: 6/10/2021 12:43:OOPM Print Date: 06/16/2021 4:11:47PM Prep Batch: VXX37207 Prep Method: SW5035A Prep Date/Time: 6/10/2021 6:00:OOAM Prep Initial Wt./Vol.: 50 g Prep Extract Vol: 25 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 447 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [VXX37207] Spike Duplicate ID: LCSD for HBN 1213158 Blank Spike Lab ID: 1615638 [VXX37207] Date Analyzed: 06/10/2021 12:25 Spike Duplicate Lab ID: 1615639 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008.1213158009 Results by AK101 Parameter Gasoline Range Organics Surrogates 4-Bromofluorobenzene (surr) Batch Information Analytical Batch: VFC15644 Analytical Method: AK101 Instrument: Agilent 7890 PID/FID Analyst: MDT Blank Spike (mg/kg) Spike Duplicate (mg/kg) Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL 12.5 13.1 105 12.5 12.1 96 (60-120) 8.30 (< 20 ) 1.25 94 1.25 97 (50-150) 3.90 Prep Batch: VXX37207 Prep Method: SW5035A Prep Date/Time: 06/10/2021 06:00 Spike Init Wt./Vol.: 12.5 mg/Kg Extract Vol: 25 mL Dupe Init Wt./Vol.: 12.5 mg/Kg Extract Vol: 25 mL Print Date: 06/16/2021 4:11:50PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 448 Member of SGS Group SGS Method Blank Blank ID: MB for HBN 1820669 [VXX/37214] Blank Lab ID: 1615815 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001,1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009 Results by SW8260D Parameter Results LOQ/CL DL Units 1,1,1,2-Tetrachloroethane 10.OU 20.0 6.20 ug/kg 1,1,1-Trichloroethane 12.5U 25.0 7.80 ug/kg 1,1,2,2-Tetrachloroethane 1.000 2.00 0.620 ug/kg 1,1,2-Trichloroethane 0.4000 0.800 0.250 ug/kg 1,1-Dichloroethane 12.5U 25.0 7.80 ug/kg 1,1-Dichloroethene 12.5U 25.0 7.80 ug/kg 1,1-Dichloropropene 12.5U 25.0 7.80 ug/kg 1,2,3-Trichlorobe nzene 25.OU 50.0 15.0 ug/kg 1,2,3-Trichloropropane 1.000 2.00 0.620 ug/kg 1,2,4-Trichlorobe nzene 12.5U 25.0 7.80 ug/kg 1,2,4-Trimethylbenzene 25.OU 50.0 15.0 ug/kg 1,2-Dibromo-3-chloropropane 50.OU 100 31.0 ug/kg 1,2-Dibromoethane 0.5000 1.00 0.400 ug/kg 1,2-Dichlorobenzene 12.5U 25.0 7.80 ug/kg 1,2-Dichloroethane 1.000 2.00 0.700 ug/kg 1,2-Dichloropropane 5.000 10.0 3.10 ug/kg 1,3,5-Trimethylbenzene 12.5U 25.0 7.80 ug/kg 1,3-Dichlorobenzene 12.5U 25.0 7.80 ug/kg 1,3-Dichloropropane 5.000 10.0 3.10 ug/kg 1,4-Dichlorobenzene 12.5U 25.0 7.80 ug/kg 2,2-Dichloropropane 12.5U 25.0 7.80 ug/kg 2-Butanone (MEK) 125U 250 78.0 ug/kg 2-Chlorotoluene 12.5U 25.0 7.80 ug/kg 2-Hexanone 50.OU 100 31.0 ug/kg 4-Chlorotoluene 12.5U 25.0 7.80 ug/kg 4-Isopropyltoluene 50.OU 100 25.0 ug/kg 4-Methyl-2-pentanone (MIBK) 125U 250 78.0 ug/kg Acetone 125U 250 78.0 ug/kg Benzene 6.25U 12.5 3.90 ug/kg Bromobenzene 12.5U 25.0 7.80 ug/kg Bromochloromethane 12.5U 25.0 7.80 ug/kg Bromodichloromethane 1.000 2.00 0.620 ug/kg Bromoform 12.5U 25.0 7.80 ug/kg Bromomethane 10.OU 20.0 6.20 ug/kg Carbon disulfide 50.OU 100 31.0 ug/kg Carbon tetrachloride 6.25U 12.5 3.90 ug/kg Chlorobenzene 12.5U 25.0 7.80 ug/kg Chloroethane 1000 200 62.0 ug/kg Print Date: 06/16/2021 4:11:53PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 449 SGS Method Blank Blank ID: MB for HBN 1820669 [VXX/37214] Blank Lab ID: 1615815 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001,1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009 Results by SW8260D Parameter Results LOQ/CL DL Units Chloroform 2.000 4.00 1.00 ug/kg Chloromethane 12.5U 25.0 7.80 ug/kg cis-1,2-Dichloroethene 12.5U 25.0 7.80 ug/kg cis- 1,3-Dichlorop ropene 6.25U 12.5 3.90 ug/kg Dibromochloromethane 2.50U 5.00 1.50 ug/kg Dibromomethane 12.5U 25.0 7.80 ug/kg Dichlorodifluoromethane 25.OU 50.0 15.0 ug/kg Ethylbenzene 12.5U 25.0 7.80 ug/kg Freon-113 50.OU 100 31.0 ug/kg Hexachlorobutadiene 10.OU 20.0 6.20 ug/kg Isopropylbenzene (Cumene) 12.5U 25.0 7.80 ug/kg Methylene chloride 50.OU 100 31.0 ug/kg Methyl-t-butyl ether 50.OU 100 31.0 ug/kg Naphthalene 12.5U 25.0 7.80 ug/kg n-Butylbenzene 12.5U 25.0 7.80 ug/kg n-Propylbenzene 12.5U 25.0 7.80 ug/kg o-Xylene 12.5U 25.0 7.80 ug/kg P & M -Xylene 25.OU 50.0 15.0 ug/kg sec-Butylbenzene 12.5U 25.0 7.80 ug/kg Styrene 12.5U 25.0 7.80 ug/kg tert-Butylbenzene 12.5U 25.0 7.80 ug/kg Tetrachloroethene 6.25U 12.5 3.90 ug/kg Toluene 12.5U 25.0 7.80 ug/kg trans- 1,2-Dichloroethene 12.5U 25.0 7.80 ug/kg trans- 1,3-Dichloropropene 6.25U 12.5 3.90 ug/kg Trichloroethene 2.50U 5.00 1.50 ug/kg Trichlorofluoromethane 25.OU 50.0 15.0 ug/kg Vinyl acetate 50.OU 100 31.0 ug/kg Vinyl chloride 0.4000 0.800 0.250 ug/kg Xylenes (total) 37.5U 75.0 22.8 ug/kg Surrogates 1,2-Dichloroethane-D4 (surr) 110 71-136 % 4-Bromofluorobenzene (surr) 96.6 55-151 % Toluene-d8 (surr) 99.4 85-116 % Print Date: 06/16/2021 4:11:53PM ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 450 SGS Method Blank Blank ID: MB for HBN 1820669 [VXX/37214] Matrix: Soil/Solid (dry weight) Blank Lab ID: 1615815 QC for Samples: 1213158001,1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009 Results by SW8260D — Parameter Results LOQ/CL DL Units Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Instrument: VQA 7890/5975 GC/MS Analyst: S.S Analytical Date/Time: 6/10/2021 12:17:OOPM Print Date: 06/16/2021 4:11:53PM Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 6/10/2021 6:00:OOAM Prep Initial Wt./Vol.: 50 g Prep Extract Vol: 25 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 451 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [VXX37214] Blank Spike Lab ID: 1615816 Date Analyzed: 06/10/2021 12:34 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008.1213158009 Results by SW8260D Blank Spike (ug/kg) Parameter Spike Result Rec 1,1,1,2-Tetrachloroethane 750 819 109 1,1,1-Trichloroethane 750 729 97 1,1,2,2-Tetrachloroethane 750 835 111 1,1,2-Trichloroethane 750 882 118 1,1-Dichloroethane 750 734 98 1,1-Dichloroethene 750 775 103 1,1-Dichloropropene 750 781 104 1,2,3-Trichlorobe nzene 750 636 85 1,2,3-Trichloropropane 750 727 97 1,2,4-Trichlorobe nzene 750 670 89 1,2,4-Trimethylbenzene 750 747 100 1,2-Dibromo-3-chloropropane 750 772 103 1,2-Dibromoethane 750 864 115 1,2-Dichlorobenzene 750 756 101 1,2-Dichloroethane 750 707 94 1,2-Dichloropropane 750 796 106 1,3,5-Trimethylbenzene 750 727 97 1,3-Dichlorobenzene 750 766 102 1,3-Dichloropropane 750 849 113 1,4-Dichlorobenzene 750 764 102 2,2-Dichloropropane 750 804 107 2-Butanone (MEK) 2250 2190 97 2-Chlorotoluene 750 775 103 2-Hexanone 2250 2410 107 4-Chlorotoluene 750 757 101 4-Isopropyltoluene 750 714 95 4-Methyl-2-pentanone (MIBK) 2250 2210 98 Acetone 2250 2210 98 Benzene 750 800 107 Bromobenzene 750 795 106 Bromochloromethane 750 727 97 Bromodichloromethane 750 788 105 Bromoform 750 818 109 Bromomethane 750 757 101 Print Date: 06/16/2021 4:11:56PM CL ( 78-125 ) ( 73-130 ) ( 70-124 ) (78-121 ) ( 76-125 ) (70-131 ) ( 76-125 ) ( 66-130 ) ( 73-125 ) ( 67-129 ) ( 75-123 ) ( 61-132 ) ( 78-122 ) (78-121 ) ( 73-128 ) ( 76-123 ) ( 73-124 ) (77-121 ) (77-121 ) ( 75-120 ) ( 67-133 ) ( 51-148 ) ( 75-122 ) ( 53-145 ) ( 72-124 ) ( 73-127 ) ( 65-135 ) ( 36-164 ) (77-121 ) (78-121 ) ( 78-125 ) ( 75-127 ) ( 67-132 ) ( 53-143 ) �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 452 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [VXX37214] Blank Spike Lab ID: 1615816 Date Analyzed: 06/10/2021 12:34 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008.1213158009 Results by SW8260D Parameter Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1,2-Dichloroethene cis-1, 3- Dichlorop rope ne Dibromochloromethane Dibromomethane Dichlorod ifl uorom ethane Ethylbenzene Freon-113 Hexachlorobutadiene Isopropylbenzene (Cumene) Methylene chloride Methyl-t-butyl ether Naphthalene n-Butylbenzene n-Propylbenzene o-Xylene P & M -Xylene sec-Butylbenzene Styrene tert-Butylbenzene Tetrachloroethene Toluene trans- 1,2-Dichloroethene trans- 1,3-Dichloropropene Trichloroethene Trichlorofluoromethane Vinyl acetate Vinyl chloride Xylenes (total) Print Date: 06/16/2021 4:11:56PM Blank Spike (ug/kg) Spike Result Rec 1130 1060 94 750 781 104 750 763 102 750 856 114 750 720 96 750 885 118 750 750 100 750 843 112 750 782 104 750 762 102 750 741 99 750 761 102 1130 1090 97 750 635 85 750 777 104 750 795 106 1130 1160 103 750 722 96 750 708 94 750 770 103 750 764 102 1500 1500 100 750 716 96 750 794 106 750 730 97 750 800 107 750 761 101 750 750 100 750 788 105 750 809 108 750 897 120 750 733 98 750 752 100 2250 2260 101 CL ( 63-132 ) ( 70-135 ) ( 79-120 ) ( 59-139 ) ( 78-123 ) ( 50-136 ) ( 77-123 ) ( 74-126 ) ( 74-126 ) ( 78-125 ) ( 29-149 ) ( 76-122 ) ( 66-136 ) ( 61-135 ) ( 68-134 ) ( 70-128 ) ( 73-125 ) ( 62-129 ) ( 70-128 ) ( 73-125 ) ( 77-123 ) ( 77-124 ) ( 73-126 ) ( 76-124 ) ( 73-125 ) ( 73-128 ) (77-121 ) ( 74-125 ) ( 71-130 ) ( 77-123 ) ( 62-140 ) (50-151 ) ( 56-135 ) ( 78-124 ) �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 453 SGS Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [VXX37214] Blank Spike Lab ID: 1615816 Date Analyzed: 06/10/2021 12:34 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008.1213158009 Results by SW8260D Blank Spike (ug/kg) Parameter SRike Result Rec Surrogates 1,2-Dichloroethane-D4 (surr) 750 94 4-Bromofluorobenzene (surr) 750 94 Toluene-d8 (surr) 750 101 Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Instrument: VQA 7890/5975 GUMS Analyst: S.S Print Date: 06/16/2021 4:11:56PM CL ( 71-136 ) (55-151 ) ( 85-116 ) Prep Batch: VXX37214 Prep Method: SW5035A Prep Date/Time: 06/10/2021 06:00 Spike Init Wt./Vol.: 750 ug/kg Extract Vol: 25 mL Dupe Init Wt./Vol.: Extract Vol: �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 454 SGS Matrix Spike Summary Original Sample ID: 1615817 Analysis Date: 06/10/2021 16:43 MS Sample ID: 1615818 MS Analysis Date: 06/10/2021 15:04 MSD Sample ID: 1615819 MSD Analysis Date: 06/10/2021 15:20 Matrix: Solid/Soil (Wet Weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,1213158009 Results by SW8260D Matrix Spike (ug/kg) Spike Duplicate (ug/kg) Parameter Sample Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL 1,1,1,2-Tetrachloroethane 5.80U 436 468 107 436 461 106 78-125 1.60 (< 20) 1,1,1-Trichloroethane 7.25U 436 436 100 436 433 99 73-130 0.77 (< 20) 1,1,2,2-Tetrachloroethane 0.580U 436 485 111 436 494 113 70-124 2.00 (< 20) 1,1,2-Trichloroethane 0.233U 436 508 116 436 502 115 78-121 1.00 (< 20 1,1-Dichloroethane 7.25U 436 419 96 436 416 95 76-125 0.56 (< 20 1,1-Dichloroethene 7.25U 436 436 100 436 432 99 70-131 0.77 (<20) 1,1-Dichloropropene 7.25U 436 462 106 436 455 104 76-125 1.40 (<20) 1,2,3-Trichlorobe nzene 14.6U 436 378 87 436 398 91 66-130 5.10 (< 20 ) 1,2,3-Trichloropropane 0.580U 436 476 109 436 459 105 73-125 3.70 (< 20 ) 1,2,4-Trichlorobe nzene 7.25U 436 390 89 436 407 93 67-129 4.30 (< 20 ) 1,2,4-Trimethylbenzene 14.6U 436 436 100 436 447 102 75-123 2.50 (< 20 ) 1,2-Dibromo-3-chloropropane 29.1U 436 463 106 436 477 109 61-132 3.00 (< 20 1,2-Dibromoethane 0.291U 436 501 115 436 493 113 78-122 1.60 (< 20 1,2-Dichlorobenzene 7.25U 436 443 102 436 457 105 78-121 3.00 (< 20 ) 1,2-Dichloroethane 0.580U 436 412 95 436 407 93 73-128 1.40 (< 20 ) 1,2-Dichloropropane 2.91 U 436 459 105 436 453 104 76-123 1.30 (< 20 ) 1,3,5-Trimethylbenzene 7.25U 436 437 100 436 442 101 73-124 1.10 (< 20 ) 1,3-Dichlorobenzene 7.25U 436 439 101 436 455 104 77-121 3.60 (< 20 ) 1,3-Dichloropropane 2.91 U 436 488 112 436 485 111 77-121 0.66 (< 20 ) 1,4-Dichlorobenzene 7.251-1 436 442 101 436 459 105 75-120 3.80 (< 20 ) 2,2-Dichloropropane 7.25U 436 461 106 436 454 104 67-133 1.50 (< 20 ) 2-Butanone (MEK) 72.5U 1310 1300 99 1310 1300 99 51-148 0.09 (< 20 ) 2-Chlorotoluene 7.25U 436 445 102 436 458 105 75-122 2.90 (< 20 ) 2-Hexanone 29.1 U 1310 1410 108 1310 1400 107 53-145 0.73 (< 20 ) 4-Chlorotoluene 7.25U 436 443 102 436 457 105 72-124 3.10 (< 20 ) 4-Isopropyltoluene 29.1 U 436 406 93 436 415 95 73-127 2.20 (< 20 ) 4-Methyl-2-pentanone (MIBK) 72.5U 1310 1310 100 1310 1300 99 65-135 1.40 (< 20 ) Acetone 72.5U 1310 1320 101 1310 1320 101 36-164 0.23 (< 20 ) Benzene 3.63U 436 448 103 436 443 102 77-121 1.20 (< 20 ) Bromobenzene 7.25U 436 456 105 436 473 109 78-121 3.60 (< 20 ) Bromochloromethane 7.25U 436 423 97 436 419 96 78-125 0.76 (< 20 ) Bromodichloromethane 0.580U 436 454 104 436 448 103 75-127 1.40 (< 20 ) Bromoform 7.25U 436 488 112 436 481 110 67-132 1.40 (< 20 ) Bromomethane 5.80U 436 458 105 436 458 105 53-143 0.19 (< 20 ) Carbon disulfide 29.1 U 654 639 98 654 631 96 63-132 1.30 (< 20 ) Carbon tetrachloride 3.63U 436 452 104 436 444 102 70-135 1.70 (< 20 ) Chlorobenzene 7.25U 436 439 101 436 434 100 79-120 1.20 (< 20 ) Print Date: 06/16/2021 4:11:57PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 9O7.561.5301 www.us.sgs.com Member of SGS Group 455 SGS Matrix Spike Summary Original Sample ID: 1615817 Analysis Date: 06/10/2021 16:43 MS Sample ID: 1615818 MS Analysis Date: 06/10/2021 15:04 MSD Sample ID: 1615819 MSD Analysis Date: 06/10/2021 15:20 Matrix: Solid/Soil (Wet Weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,1213158009 Results by SW8260D Matrix Spike (ug/kg) Spike Duplicate (ug/kg) Parameter Sample Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL Chloroethane 58.OU 436 482 111 436 456 105 59-139 5.70 (< 20 ) Chloroform 1.17U 436 417 96 436 414 95 78-123 0.73 (< 20 ) Chloromethane 7.25U 436 416 95 436 413 95 50-136 0.77 (< 20 ) cis-1,2-Dichloroethene 7.25U 436 445 102 436 433 99 77-123 2.70 (< 20 ) cis- 1,3-Dichlorop ropene 3.63U 436 490 112 436 484 111 74-126 1.30 (< 20 ) Dibromochloromethane 1.46U 436 451 103 436 447 103 74-126 0.84 (< 20 ) Dibromomethane 7.25U 436 441 101 436 434 100 78-125 1.60 (< 20 ) Dichlorodifluoromethane 14.6U 436 401 92 436 392 90 29-149 2.10 (< 20 ) Ethylbenzene 7.25U 436 425 97 436 422 97 76-122 0.76 (< 20 ) Freon-113 29.1 U 654 644 99 654 638 98 66-136 1.00 (< 20 ) Hexachlorobutadiene 5.80U 436 421 97 436 433 99 61-135 2.70 (< 20 ) Isopropylbenzene (Cumene) 7.25U 436 432 99 436 426 98 68-134 1.30 (< 20 ) Methylene chloride 29.1 U 436 460 106 436 455 104 70-128 1.10 (< 20 ) Methyl-t-butyl ether 29.1 U 654 672 103 654 666 102 73-125 0.96 (< 20 ) Naphthalene 7.25U 436 430 99 436 450 103 62-129 4.50 (< 20 ) n-Butylbenzene 7.25U 436 400 92 436 413 95 70-128 3.20 (< 20 ) n-Propylbenzene 7.25U 436 438 101 436 453 104 73-125 3.40 (< 20 ) o-Xylene 7.25U 436 427 98 436 424 97 77-123 0.75 (< 20 ) P & M -Xylene 14.6U 872 837 96 872 832 95 77-124 0.66 (< 20 ) sec-Butylbenzene 7.251-1 436 405 93 436 417 96 73-126 2.80 (< 20 ) Styrene 7.25U 436 452 104 436 447 102 76-124 1.10 (< 20 ) tert-Butylbenzene 7.25U 436 418 96 436 432 99 73-125 3.40 (< 20 ) Tetrachloroethene 3.63U 436 461 106 436 443 102 73-128 3.90 (< 20 ) Toluene 7.25U 436 432 99 436 423 97 77-121 2.10 (< 20 ) trans- 1,2-Dichloroethene 7.25U 436 433 99 436 433 99 74-125 0.10 (< 20 ) trans- 1,3-Dichloropropene 3.63U 436 457 105 436 449 103 71-130 1.80 (< 20 ) Trichloroethene 1.46U 436 476 109 436 469 108 77-123 1.30 (< 20 ) Trichlorofluoromethane 14.6U 436 500 115 436 487 112 62-140 2.60 (< 20 ) Vinyl acetate 29.1 U 436 492 113 436 487 112 50-151 1.00 (< 20 ) Vinyl chloride 0.233U 436 401 92 436 396 91 56-135 1.30 (< 20 ) Xylenes (total) 21.8U 1310 1260 97 1310 1260 96 78-124 0.69 (< 20 ) Surrogates 1,2-Dichloroethane-D4 (surr) 436 416 95 436 409 94 71-136 1.70 4-Bromofluorobenzene (surr) 727 478 66 727 497 68 55-151 3.90 Toluene-d8 (surr) 436 440 101 436 438 100 85-116 0.50 Print Date: 06/16/2021 4:11:57PM 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 9O7.561.5301 www.us.sgs.com Member of SGS Group 456 SGS Matrix Spike Summary Original Sample ID: 1615817 Analysis Date: MS Sample ID: 1615818 MS Analysis Date: 06/10/2021 15:04 MSD Sample ID: 1615819 MSD Analysis Date: 06/10/2021 15:20 Matrix: Solid/Soil (Wet Weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,1213158009 Results by SW8260D Parameter Sample Spike Batch Information Analytical Batch: VMS20796 Analytical Method: SW8260D Instrument: VQA 7890/5975 GC/MS Analyst: S.S Analytical Date/Time: 6/10/2021 3:04:OOPM Print Date: 06/16/2021 4:11:57PM Matrix Spike (%) Spike Duplicate (%) Result Rec % Spike Result Rec % RPD (%) RPD CL Prep Batch: VXX37214 Prep Method: Vol. Extraction SW8260 Field Extracted L Prep Date/Time: 6/10/2021 6:00:OOAM Prep Initial Wt./Vol.: 85.97g Prep Extract Vol: 25.00mL 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 457 SGS Method Blank Blank ID: MB for HBN 1820686 [VXX/37216] Matrix: Soil/Solid (dry weight) Blank Lab ID: 1615911 QC for Samples: 1213158001,1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009 Results by SW8021 B Parameter Results LOQ/CL DL Units Benzene 6.25U 12.5 4.00 ug/kg Ethylbenzene 12.5U 25.0 7.80 ug/kg o-Xylene 12.5U 25.0 7.80 ug/kg P & M -Xylene 25.OU 50.0 15.0 ug/kg Toluene 12.5U 25.0 7.80 ug/kg Xylenes (total) 37.5U 75.0 22.8 ug/kg Surrogates 1,4-Difluorobenzene (surr) 92 72-119 % Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Instrument: Agilent 7890A PID/FID Analyst: IJV Analytical Date/Time: 6/11/2021 1:06:OOPM Print Date: 06/16/2021 4:11:59PM Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 6/11/2021 6:00:OOAM Prep Initial Wt./Vol.: 50 g Prep Extract Vol: 25 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 458 SGS Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [VXX37216] Spike Duplicate ID: LCSD for HBN 1213158 Blank Spike Lab ID: 1615912 [VXX37216] Date Analyzed: 06/11/2021 11:54 Spike Duplicate Lab ID: 1615913 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,1213158009 Results by SW8021 B Blank Spike (ug/kg) Spike Duplicate (ug/kg) Parameter Spike Result Rec % Spike Result Rec Benzene 1250 1280 103 1250 1260 101 Ethylbenzene 1250 1120 90 1250 1100 88 o-Xylene 1250 1150 92 1250 1130 90 P & M -Xylene 2500 2270 91 2500 2230 89 Toluene 1250 1150 92 1250 1120 90 Xylenes (total) 3750 3410 91 3750 3360 90 Surrogates 1,4-Difluorobenzene (surr) 1250 98 1250 97 Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Instrument: Agilent 7890A PID/FID Analyst: IJV Print Date: 06/16/2021 4:12:02PM — CL RPD (%) (75-125) 1.60 (75-125) 1.60 (75-125) 1.40 (80-125) 1.70 (70-125) 2.50 (78-124) 1.60 (72-119) 0.47 Prep Batch: VXX37216 Prep Method: SW5035A Prep Date/Time: 06/11/2021 06:00 Spike Init Wt./Vol.: 1250 ug/kg Extract Vol: 25 mL Dupe Init Wt./Vol.: 1250 ug/kg Extract Vol: 25 mL �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com RPD CL (< 20 ) (< 20 ) (< 20 ) (< 20 ) (< 20 ) (< 20 ) Member of SGS Group 459 SGS Matrix Spike Summary Original Sample ID: 1615910 Analysis Date: 06/11/2021 18:18 MS Sample ID: 1615916 MS Analysis Date: 06/11/2021 18:36 MSD Sample ID: 1615917 MSD Analysis Date: 06/11/2021 18:54 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,1213158009 Results by SW8021 B Parameter Benzene Ethylbenzene o-Xylene P & M -Xylene Toluene Xylenes (total) Surrogates 1,4-Difluorobenzene (surr) Matrix Spike (ug/kg) Sample Spike Result Rec 9.40U 1880 1980 105 18.8U 1880 1790 95 18.8U 1880 1760 94 37.6U 3760 3590 95 18.8U 1880 1830 97 56.5U 5650 5350 95 1880 1760 94 Batch Information Analytical Batch: VFC15647 Analytical Method: SW8021 B Instrument: Agilent 7890A PID/FID Analyst: IJV Analytical Date/Time: 6/11/2021 6:36:OOPM Print Date: 06/16/2021 4:12:03PM Spike Duplicate (ug/kg) Spike Result Rec % CL RPD (%) RPD CL 1880 1960 104 75-125 1.30 (< 20 ) 1880 1750 93 75-125 2.10 (< 20 ) 1880 1720 91 75-125 2.40 (< 20 ) 3760 3510 93 80-125 2.20 (< 20 ) 1880 1800 96 70-125 1.60 (< 20 ) 5650 5230 93 78-124 2.30 (< 20) 1880 1760 93 72-119 0.24 Prep Batch: VXX37216 Prep Method: AK101 Extraction (S) Prep Date/Time: 6/11/2021 6:00:OOAM Prep Initial Wt./Vol.: 33.20g Prep Extract Vol: 25.00mL 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group E.1 SGS Method Blank Blank ID: MB for HBN 1820570 [XXX/44939] Matrix: Soil/Solid (dry weight) Blank Lab ID: 1615399 QC for Samples: 1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009,1213158010 Results by AK102 Parameter Results LOQ/CL DL Units Diesel Range Organics 7.65J 20.0 6.20 mg/kg Surrogates 5a Androstane (surr) 93 60-120 % Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Instrument: Agilent 7890B F Analyst: IVM Analytical Date/Time: 6/10/2021 5:04:OOPM Print Date: 06/16/2021 4:12:05PM Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 6/10/2021 9:34:24AM Prep Initial Wt./Vol.: 30 g Prep Extract Vol: 5 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 461 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [XXX44939] Spike Duplicate ID: LCSD for HBN 1213158 Blank Spike Lab ID: 1615400 [XXX44939] Date Analyzed: 06/10/2021 17:15 Spike Duplicate Lab ID: 1615401 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009.1213158010 Results by AK102 Parameter Diesel Range Organics Surrogates 5a Androstane (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK102 Instrument: Agilent 7890B F Analyst: IVM Blank Spike (mg/kg) Spike Duplicate (mg/kg) Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL 667 716 107 667 723 108 (75-125) 0.94 (< 20 ) 16.7 99 16.7 102 (60-120) 2.90 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/2021 09:34 Spike Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL Dupe Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL Print Date: 06/16/2021 4:12:08PM — 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 462 Member of SGS Group SGS Method Blank Blank ID: MB for HBN 1820570 [XXX/44939] Matrix: Soil/Solid (dry weight) Blank Lab ID: 1615399 QC for Samples: 1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009,1213158010 Results by AK103 Parameter Results LOQ/CL DL Units Residual Range Organics 50.OU 100 43.0 mg/kg Surrogates n-Triacontane-d62 (surr) 94.5 60-120 % Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Instrument: Agilent 7890B F Analyst: IVM Analytical Date/Time: 6/10/2021 5:04:OOPM Print Date: 06/16/2021 4:12:11 PM Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 6/10/2021 9:34:24AM Prep Initial Wt./Vol.: 30 g Prep Extract Vol: 5 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 463 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [XXX44939] Spike Duplicate ID: LCSD for HBN 1213158 Blank Spike Lab ID: 1615400 [XXX44939] Date Analyzed: 06/10/2021 17:15 Spike Duplicate Lab ID: 1615401 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009.1213158010 Results by AK103 Parameter Residual Range Organics Surrogates n-Triacontane-d62 (surr) Batch Information Analytical Batch: XFC15950 Analytical Method: AK103 Instrument: Agilent 7890B F Analyst: IVM Blank Spike (mg/kg) Spike Duplicate (mg/kg) Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL 667 706 106 667 712 107 (60-120) 0.92 (< 20 ) 16.7 104 16.7 98 (60-120) 6.40 Prep Batch: XXX44939 Prep Method: SW3550C Prep Date/Time: 06/10/2021 09:34 Spike Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL Dupe Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL Print Date: 06/16/2021 4:12:13PM — 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com 464 Member of SGS Group SGS Method Blank Blank ID: MB for HBN 1820580 [XXX/44940] Blank Lab ID: 1615450 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158002,1213158003,1213158004,1213158005,1213158006,1213158007,1213158008,1213158009 Results by 8270D SIM (PAH) Parameter Results LOQ/CL DL Units 1-Methylnaphthalene 12.5U 25.0 6.25 ug/kg 2-Methylnaphthalene 12.5U 25.0 6.25 ug/kg Acenaphthene 12.5U 25.0 6.25 ug/kg Acenaphthylene 12.5U 25.0 6.25 ug/kg Anthracene 12.5U 25.0 6.25 ug/kg Benzo(a)Anthracene 12.5U 25.0 6.25 ug/kg Benzo[a]pyrene 12.5U 25.0 6.25 ug/kg Benzo[b]Fluoranthene 12.5U 25.0 6.25 ug/kg Benzo[g,h,i]perylene 12.5U 25.0 6.25 ug/kg Benzo[k]fluoranthene 12.5U 25.0 6.25 ug/kg Chrysene 12.5U 25.0 6.25 ug/kg Dibenzo[a,h]anthracene 12.5U 25.0 6.25 ug/kg Fluoranthene 12.5U 25.0 6.25 ug/kg Fluorene 12.5U 25.0 6.25 ug/kg Indeno[1,2,3-c,d] pyrene 12.5U 25.0 6.25 ug/kg Naphthalene 10.OU 20.0 5.00 ug/kg Phenanthrene 12.5U 25.0 6.25 ug/kg Pyrene 12.5U 25.0 6.25 ug/kg Surrogates 2-Methylnaphthalene-d10 (surr) 89.5 58-103 % Fluoranthene-d10 (surr) 86.9 54-113 % Batch Information Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Instrument: SVA Agilent 780/5975 GC/MS Analyst: CDM Analytical Date/Time: 6/13/2021 12:21:OOAM Print Date: 06/16/2021 4:12:16PM Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 6/10/2021 11:47:26AM Prep Initial Wt./Vol.: 22.5 g Prep Extract Vol: 5 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 465 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [XXX44940] Blank Spike Lab ID: 1615451 Date Analyzed: 06/13/2021 00:42 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009 Results by 8270D SIM (PAH) Blank Spike (ug/kg) Parameter Spike Result Rec % CL 1-Methylnaphthalene 111 103 93 (43-111 ) 2-Methylnaphthalene 111 103 93 (39-114 ) Acenaphthene 111 104 94 (44-111 ) Acenaphthylene 111 105 94 (39-116 ) Anthracene 111 101 91 (50-114 ) Benzo(a)Anthracene 111 97.1 87 (54-122 ) Benzo[a]pyrene 111 96.3 87 (50-125 ) Benzo[b]Fluoranthene 111 100 90 (53-128 ) Benzo[g,h,i]perylene 111 97.7 88 (49-127 ) Benzo[k]fluoranthene 111 97.3 88 (56-123 ) Chrysene 111 100 90 (57-118 ) Dibenzo[a,h]anth race ne 111 99.9 90 (50-129 ) Fluoranthene 111 101 91 (55-119 ) Fluorene 111 104 94 (47-114 ) Indeno[1,2,3-c,d] pyrene 111 99.3 89 (49-130 ) Naphthalene 111 101 91 (38-111 ) Phenanthrene 111 101 91 (49-113 ) Pyrene 111 101 91 (55-117 ) Surrogates 2-Methylnaphthalene-d10 (surr) 111 89 (58-103 ) Fluoranthene-d10 (surr) 111 87 (54-113 ) Batch Information — Analytical Batch: XMS12663 Analytical Method: 8270D SIM (PAH) Instrument: SVA Agilent 780/5975 GUMS Analyst: CDM Print Date: 06/16/2021 4:12:19PM — Prep Batch: XXX44940 Prep Method: SW3550C Prep Date/Time: 06/10/2021 11:47 Spike Init Wt./Vol.: 111 ug/kg Extract Vol: 5 mL Dupe Init Wt./Vol.: Extract Vol: �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group E.. SGS Matrix Spike Summary Original Sample ID: 1213158004 Analysis Date: 06/13/2021 22:47 MS Sample ID: 1615452 MS Analysis Date: 06/13/2021 23:08 MSD Sample ID: 1615453 MSD Analysis Date: 06/13/2021 23:28 Matrix: Soil/Solid (dry weight) QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009 Results by 8270D SIM (PAH) - Matrix Spike (ug/kg) Spike Duplicate (ug/kg) Parameter Sample Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL 1-Methylnaphthalene 134U 118 104J 89 120 102J 85 43-111 2.40 (< 20 ) 2-Methylnaphthalene 134U 118 106J 90 120 103J 86 39-114 2.50 (< 20 ) Acenaphthene 134U 118 102J 87 120 1011 84 44-11. 1.00 (< 20) Acenaphthylene 134U 118 107J 91 120 104J 87 39-116 2.40 (< 20 ) Anthracene 134U 118 1011 86 120 102J 85 50-114 0.71 (< 20 ) Benzo(a)Anthracene 134U 118 97.5J 83 120 98.81 83 54-122 1.40 (< 20 ) Benzo[a]pyrene 134U 118 1001 85 120 97.7J 82 50-125 2.40 (< 20 ) Benzo[b]Fluoranthene 134U 118 96.5J 82 120 98.81 82 53-128 2.20 (< 20 ) Benzo[g,h,i]perylene 134U 118 1091 93 120 1011 84 49-127 8.60 (< 20 ) Benzo[k]fluoranthene 134U 118 97.7J 83 120 95.01 79 56-123 2.80 (< 20 ) Chrysene 134U 118 96.8J 82 120 97.7J 82 57-118 0.97 (< 20 ) Dibenzo[a,h]anthracene 134U 118 96.OJ 82 120 92.3J 77 50-129 3.90 (< 20 ) Fluoranthene 134U 118 98.11 83 120 1001 84 55-119 2.20 (< 20 ) Fluorene 134U 118 1091 93 120 104J 87 47-114 5.20 (< 20 ) Indeno[1,2,3-c,d] pyrene 134U 118 99.51 85 120 93.6J 78 49-130 6.00 (< 20 ) Naphthalene 107U 118 103J 88 120 1001 84 38-111 3.00 (< 20 ) Phenanthrene 134U 118 1001 85 120 99.6J 83 49-113 0.43 (< 20 ) Pyrene 134U 118 1001 85 120 102J 85 55-117 1.60 (< 20 ) Surrogates 2-Methylnaphthalene-d10 (surr) 118 95.6 81 120 94.2 79 58-103 1.50 Fluoranthene-d10 (surr) 118 94.4 80 120 94.3 79 54-113 0.17 Batch Information Analytical Batch: XMS12664 Analytical Method: 8270D SIM (PAH) Instrument: SVA Agilent 780/5975 GC/MS Analyst: LAW Analytical Date/Time: 6/13/2021 11:08:OOPM Print Date: 06/16/2021 4:12:21 PM Prep Batch: XXX44940 Prep Method: Sonication Extr Soil 8270 PAH SIM 5ml Prep Date/Time: 6/10/2021 11:47:26AM Prep Initial Wt./Vol.: 22.97g Prep Extract Vol: 5.00mL 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 467 SGS Method Blank Blank ID: MB for HBN 1820607 [XXX/44941] Blank Lab ID: 1615510 QC for Samples: 1213158010 Results by SW8082A Matrix: Soil/Solid (dry weight) Parameter Results LOQ/CL DL Units Aroclor-1016 25.OU 50.0 12.5 ug/kg Aroclor-1221 50.OU 100 25.0 ug/kg Aroclor-1232 25.OU 50.0 12.5 ug/kg Aroclor-1242 25.OU 50.0 12.5 ug/kg Aroclor-1248 25.OU 50.0 12.5 ug/kg Aroclor-1254 25.OU 50.0 12.5 ug/kg Aroclor-1260 25.OU 50.0 12.5 ug/kg Surrogates Decachlorobiphenyl (surr) 95 60-125 % Batch Information Analytical Batch: XGC10893 Analytical Method: SW8082A Instrument: Agilent 789OB/G3440B ECD Front Analyst: CDM Analytical Date/Time: 6/13/2021 4:41:OOPM Print Date: 06/16/2021 4:12:23PM Prep Batch: XXX44941 Prep Method: SW3550C Prep Date/Time: 6/11/2021 11:15:19AM Prep Initial Wt./Vol.: 22.5 g Prep Extract Vol: 5 mL ' 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t1 907 562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 468 SGS� Blank Spike Summary Blank Spike ID: LCS for HBN 1213158 [XXX44941] Blank Spike Lab ID: 1615511 Date Analyzed: 06/13/2021 16:54 QC for Samples: 1213158010 Results by SW8082A Parameter Aroclor-1016 Aroclor-1260 Surrogates Decachlorobiphenyl (surr) Batch Information Blank Spike (ug/kg) Spike Result Rec 222 142 64 222 189 85 88.9 95 Analytical Batch: XGC10893 Analytical Method: SW8082A Instrument: Agilent 7890BIG3440B ECD Front Analyst: CDM Print Date: 06/16/2021 4:12:25PM Matrix: Soil/Solid (dry weight) CL ( 47-134 ) ( 53-140 ) ( 60-125 ) Prep Batch: XXX44941 Prep Method: SW3550C Prep Date/Time: 06/11/2021 11:15 Spike Init Wt./Vol.: 222 ug/kg Extract Vol: 5 mL Dupe Init Wt./Vol.: Extract Vol: �t-9 00 West Potter Drive Anchorage, AK 95518 SGS North America Inc. 07.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group m SGS Matrix Spike Summary Original Sample ID: 1213158010 MS Sample ID: 1615651 MS MSD Sample ID: 1615652 MSD QC for Samples: 1213158010 Results by SW8082A Parameter Sample Aroclor-1016 110LI Aroclor-1260 110LI Surrogates Decachlorobiphenyl (surr) Analysis Date: 06/13/2021 17:59 Analysis Date: 06/13/2021 19:42 Analysis Date: 06/13/2021 21:25 Matrix: Soil/Solid (dry weight) Matrix Spike (ug/kg) Spike Duplicate (ug/kg) Spike Result Rec % Spike Result Rec % CL RPD (%) RPD CL 245 245 100 246 246 100 47-134 0.27 (< 30 ) 245 206J 84 246 206J 84 53-140 0.27 (< 30 ) 98.0 88.3 90 Batch Information Analytical Batch: XGC10893 Analytical Method: SW8082A Instrument: Agilent 7890B/G3440B ECD Front Analyst: CDM Analytical Date/Time: 6/13/2021 7:42:OOPM Print Date: 06/16/2021 4:12:27PM 98.2 78.6 80 60-125 11.50 Prep Batch: XXX44941 Prep Method: Sonication Extraction Soil SW8082 PCB Prep Date/Time: 6/11/2021 11:15:19AM Prep Initial Wt./Vol.: 22.60g Prep Extract Vol: 5.00mL 200 West Potter Drive Anchorage, AK 95518 SGS North America Inc. t 907.562.2343 f 907.561.5301 www.us.sgs.com Member of SGS Group 470 00 LO 1M Lf$Szl mac/ W v O C W v CC .� O q t— �cn v ZLL tl) t3 Z t/� 4 U U) -0 0 4-; -�2 .- 5 z E - a- oto w o f-> C: W- " (6 - E 75 CL — E 0 L) rr (D ca —0 (D X 13) (D LLJ 0 1 P F- z cc co m 0 0 m co Q E lu E r a) 2 Cl. — — > E C a a m C LO 0 7E 0 0 C 0 d) I IV) CL E o .2 Cvellov ci -x E 0 o 0 0 0 F�0 0 z z w m w co Ca ca U. x LL 'a r 2 4) Z, -rD (D .> c a) (D 4) x m CC cc m ui —:tx .di LP 0 E (D E 4) E 4) E ui ol [uj 13 uj 0��l E I z w E 0 � 0 m cc 3: w 0. M a. IL a. o C� O IL 3, 'A C-11 V) in (D 4) w > z ui W0 0 U Cc �o w 0 t7 0� a' w z 02 M > (D S S s 0 cc 4 0- z LU m z w 2 cc: cc z cc z w 4) u011oas 3 V9,40as 5 uOijoes lEt$�Al Date Characterized: SGS North America Inc. 200 W. Potter Drive, Anchorage, AK 99518 phone (907) 562-2343, fax (907) 561-5301 Characterization of TCLP Samples for LIMS Login G /t-) 14-9 ) Analyst: i�) C, Is sufficient Sample Container ID: Matrix % voiumelmass Notes: available? Xylene miscible If multipto-J#rs were received, were they consistent? (Top layer matrix 3 �Oe / No / NA If biphasic, was there only one layer with sufficient sample Yes / No / le Water miscible (Middle layer = matrix 6) No Sample descriptiqn/other observations: **Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 1 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) If multiple jars were received, were they consistent? Xylene miscible Yes / No / NA (Top layer matrix 3 If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes No (Middle layer = matrix 6) Sample description/other observations: **Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) Xylene miscible If multiple jars were received, were they consistent? (Top layer matrix 3 Yes / No / NA If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes No (Middle layer = matrix 6) Sample description/other observations: "Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) If multiple jars were received, were they consistent? Xylene miscible Yes / No / NA (Top layer matrix 3 If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes No (Middle layer = matrix 6) Sample description/other observations: "Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) If multiple jars were received, were they consistent? Xylene miscible Yes / No / NA (Top layer matrix 3 If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes J No (Middle layer = matrix 6) Sample description/other observations: **Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) Remember. i-nionnored otts will be heavier than water and present as the bottom later. Oils must be filterable to be logged in as matrix 3. Nonfifterable ails must be logged in as matrix 7. = Refer to F078 'Characterization of TCLP Samples for LJMS'to determine H there's sufficent volume/mass. 473F)079_Characterization-of-TCLP�-Sarnples-for-LIM$-Login-20190404.xls e-5am le Receipt Form -SW SCS Workorder #: 1213158 1213158 Review Criteria yondition (Yes, No, N/ Exceptions Noted below Chain of Custody /Temperature Requirements Exemption permitted if sampler hand carries/delivers. Were Custody Seals intact? Note # & location N/A absent COC accompanied samples? DOD: Were samples received in COC corresponding coolers? N/A LA** permitted if chilled & collected <8 hours ago, or for samples where chilling is not required Temperature blank compliant* (i.e., 0-6 °C after CF)?l Cooler ID: Seward 1 @ ° Therm. ID: D45 Cooler ID: @ Therm.ID: If samples received without a temperature blank, the "cooler temperature" will be Cooler ID: @ ° Therm. ID: documented instead & "COOLER TEMP" will be noted to the right. "ambient' or "chilled" will be noted if neither is available. Cooler ID: @ Therm. ID: Cooler lD: 1@1Therm. ID: *If >6°C, were samples collected <8 hours ago? JLNIA If <0°C, were sample containers ice free? N/A Note: Identify containers received at non -compliant temperature . Use form FS-0029 if more space is needed. Holdinq Time /Documentation /Sample Condition Requirements Note: Refer to form F-083 "Sample Guide" for specific holding times. Were samples received within holding time? Do samples match COC** (i.e.,sample IDs,dates/times collected)? **Note: If times differ <1 hr, record details & login per COC. "`Note: If sample information on containers differs from COC, SGS will default to COC information Were analytical requests clear? (i.e., method is specified for analyses with multiple option for analysis (Ex: BTEX, Metals) 11 N/A ***Exemption permitted for metals e. 200.8/6020A . Were proper containers (type/mass/volume/preservative***)used ? Volatile / LL-Hq Requirements Were Trip Blanks (i.e., VOAs, LL-Hg) in cooler with samples? Were all water VOA vials free of headspace (i.e., bubbles <_ 6mm)? NIA Were all soil VOAs field extracted with McOH+BFB? Note to Client: Any "No", answer above indicates non-compliance with standard procedures and may impact data quality. Additional notes if applicable): 474 F102b_SRFpm_20190325 SGS Sample Containers and Preservatives Container Id Preservative Container Container Id Preservative Condition 1213158001-A Methanol field pres. 4 C OK 1213158002-A No Preservative Required OK 1213158002-B Methanol field pres. 4 C OK 1213158003-A No Preservative Required OK 1213158003-B Methanol field pres. 4 C OK 1213158004-A No Preservative Required OK 1213158004-B Methanol field pres. 4 C OK 1213158005-A No Preservative Required OK 1213158005-B Methanol field pres. 4 C OK 1213158006-A No Preservative Required OK 1213158006-B Methanol field pres. 4 C OK 1213158006-C No Preservative Required OK 1213158007-A No Preservative Required OK 1213158007-B Methanol field pres. 4 C OK 1213158008-A No Preservative Required OK 1213158008-B Methanol field pres. 4 C OK 1213158009-A No Preservative Required OK 1213158009-B No Preservative Required OK 1213158009-C Methanol field pres. 4 C OK 1213158010-A No Preservative Required OK 1213158010-B No Preservative Required OK Container Condition Glossary Containers for bacteriological, low level mercury and VOA vials are not opened prior to analysis and will be assigned condition code OK unless evidence indicates than an inappropriate container was submitted. OK - The container was received at an acceptable pH for the analysis requested. BU - The container was received with headspace greater than 6mm. DM - The container was received damaged. FR - The container was received frozen and not usable for Bacteria or BOD analyses. IC - The container provided for microbiology analysis was not a laboratory -supplied, pre -sterilized container and therefore was not suitable for analysis. NC- The container provided was not preserved or was under -preserved. The method does not allow for additional preservative added after collection. PA - The container was received outside of the acceptable pH for the analysis requested. Preservative was added upon receipt and the container is now at the correct pH. See the Sample Receipt Form for details on the amount and lot # of the preservative added. PH - The container was received outside of the acceptable pH for the analysis requested. Preservative was added upon receipt, but was insufficient to bring the container to the correct pH for the analysis requested. See the Sample Receipt Form for details on the amount and lot # of the preservative added. QN - Insufficient sample quantity provided. Container Condition 475 6/9/2021 00 LO 1M Lf$Szl mac/ W v O C W v CC .� O q t— �cn v ZLL tl) t3 Z t/� 4 U U) -0 0 4-; -�2 .- 5 z E - a- oto w o f-> C: W- " (6 - E 75 CL — E 0 L) rr (D ca —0 (D X 13) (D LLJ 0 1 P F- z cc co m 0 0 m co Q E lu E r a) 2 Cl. — — > E C a a m C LO 0 7E 0 0 C 0 d) I IV) CL E o .2 Cvellov ci -x E 0 o 0 0 0 F�0 0 z z w m w co Ca ca U. x LL 'a r 2 4) Z, -rD (D .> c a) (D 4) x m CC cc m ui —:tx .di LP 0 E (D E 4) E 4) E ui ol [uj 13 uj 0��l E I z w E 0 � 0 m cc 3: w 0. M a. IL a. o C� O IL 3, 'A C-11 V) in (D 4) w > z ui W0 0 U Cc �o w 0 t7 0� a' w z 02 M > (D S S s 0 cc 4 0- z LU m z w 2 cc: cc z cc z w 4) u011oas 3 V940as 5 uOijoes lEt$�Al Date Characterized: SGS North America Inc. 200 W. Potter Drive, Anchorage, AK 99518 phone (907) 562-2343, fax (907) 561-5301 Characterization of TCLP Samples for LIMS Login G /t-) 14-9 ) Analyst: i�) C, Is sufficient Sample Container ID: Matrix % voiumelmass Notes: available? Xylene miscible If multipto-J#rs were received, were they consistent? (Top layer matrix 3 �Oe / No / NA If biphasic, was there only one layer with sufficient sample Yes / No / le Water miscible (Middle layer = matrix 6) No Sample descriptiqn/other observations: **Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 1 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) If multiple jars were received, were they consistent? Xylene miscible Yes / No / NA (Top layer matrix 3 If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes No (Middle layer = matrix 6) Sample description/other observations: **Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) Xylene miscible If multiple jars were received, were they consistent? (Top layer matrix 3 Yes / No / NA If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes No (Middle layer = matrix 6) Sample description/other observations: "Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) If multiple jars were received, were they consistent? Xylene miscible Yes / No / NA (Top layer matrix 3 If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes No (Middle layer = matrix 6) Sample description/other observations: "Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) If multiple jars were received, were they consistent? Xylene miscible Yes / No / NA (Top layer matrix 3 If biphasic, was there only one layer with sufficient sample Yes / No / NA Water miscible Yes J No (Middle layer = matrix 6) Sample description/other observations: **Are samples Glycol or Solvent in appearance or odor? If Solid (Bottom layer = matrix 7 yes schedule TCLP Metals matrix 6 acode. or 2 if % solids required) Remember. i-nionnored otts will be heavier than water and present as the bottom later. Oils must be filterable to be logged in as matrix 3. Nonfifterable ails must be logged in as matrix 7. = Refer to F078 'Characterization of TCLP Samples for LJMS'to determine H there's sufficent volume/mass. 478F)079_Characterization-of-TCLP�-Sarnples-for-LIM$-Login-20190404.xls e-5am le Receipt Form -SW SCS Workorder #: 1213158 1213158 Review Criteria yondition (Yes, No, N/ Exceptions Noted below Chain of Custody /Temperature Requirements Exemption permitted if sampler hand carries/delivers. Were Custody Seals intact? Note # & location N/A absent COC accompanied samples? DOD: Were samples received in COC corresponding coolers? N/A LA** permitted if chilled & collected <8 hours ago, or for samples where chilling is not required Temperature blank compliant* (i.e., 0-6 °C after CF)?l Cooler ID: Seward 1 @ ° Therm. ID: D45 Cooler ID: @ Therm.ID: If samples received without a temperature blank, the "cooler temperature" will be Cooler ID: @ ° Therm. ID: documented instead & "COOLER TEMP" will be noted to the right. "ambient' or "chilled" will be noted if neither is available. Cooler ID: @ Therm. ID: Cooler lD: 1@1Therm. ID: *If >6°C, were samples collected <8 hours ago? JLNIA If <0°C, were sample containers ice free? N/A Note: Identify containers received at non -compliant temperature . Use form FS-0029 if more space is needed. Holdinq Time /Documentation /Sample Condition Requirements Note: Refer to form F-083 "Sample Guide" for specific holding times. Were samples received within holding time? Do samples match COC** (i.e.,sample IDs,dates/times collected)? **Note: If times differ <1 hr, record details & login per COC. "`Note: If sample information on containers differs from COC, SGS will default to COC information Were analytical requests clear? (i.e., method is specified for analyses with multiple option for analysis (Ex: BTEX, Metals) 11 N/A ***Exemption permitted for metals e. 200.8/6020A . Were proper containers (type/mass/volume/preservative***)used ? Volatile / LL-Hq Requirements Were Trip Blanks (i.e., VOAs, LL-Hg) in cooler with samples? Were all water VOA vials free of headspace (i.e., bubbles <_ 6mm)? NIA Were all soil VOAs field extracted with McOH+BFB? Note to Client: Any "No", answer above indicates non-compliance with standard procedures and may impact data quality. Additional notes if applicable): 479 F102b_SRFpm_20190325 SGS Sample Containers and Preservatives Container Id Preservative Container Container Id Preservative Condition 1213158001-A Methanol field pres. 4 C OK 1213158002-A No Preservative Required OK 1213158002-B Methanol field pres. 4 C OK 1213158003-A No Preservative Required OK 1213158003-B Methanol field pres. 4 C OK 1213158004-A No Preservative Required OK 1213158004-B Methanol field pres. 4 C OK 1213158005-A No Preservative Required OK 1213158005-B Methanol field pres. 4 C OK 1213158006-A No Preservative Required OK 1213158006-B Methanol field pres. 4 C OK 1213158006-C No Preservative Required OK 1213158007-A No Preservative Required OK 1213158007-B Methanol field pres. 4 C OK 1213158008-A No Preservative Required OK 1213158008-B Methanol field pres. 4 C OK 1213158009-A No Preservative Required OK 1213158009-B No Preservative Required OK 1213158009-C Methanol field pres. 4 C OK 1213158010-A No Preservative Required OK 1213158010-B No Preservative Required OK Container Condition Glossary Containers for bacteriological, low level mercury and VOA vials are not opened prior to analysis and will be assigned condition code OK unless evidence indicates than an inappropriate container was submitted. OK - The container was received at an acceptable pH for the analysis requested. BU - The container was received with headspace greater than 6mm. DM - The container was received damaged. FR - The container was received frozen and not usable for Bacteria or BOD analyses. IC - The container provided for microbiology analysis was not a laboratory -supplied, pre -sterilized container and therefore was not suitable for analysis. NC- The container provided was not preserved or was under -preserved. The method does not allow for additional preservative added after collection. PA - The container was received outside of the acceptable pH for the analysis requested. Preservative was added upon receipt and the container is now at the correct pH. See the Sample Receipt Form for details on the amount and lot # of the preservative added. PH - The container was received outside of the acceptable pH for the analysis requested. Preservative was added upon receipt, but was insufficient to bring the container to the correct pH for the analysis requested. See the Sample Receipt Form for details on the amount and lot # of the preservative added. QN - Insufficient sample quantity provided. Container Condition 480 6/9/2021 SGS This login has not yet been reviewed Sample Confirmation Workorder: 1213158 CF-Seward PM: Chuck Homestead Client: KASTCON Kasteler Consulting, Inc. (KCI) Received: 6/9/2021 15:56 ACode: QC2DV Due: 6/14/21 Profile: 362150 Ot365226 Open Todd Kasteler Flags: ]I Reports To Todd Kasteler Bill To: Kasteler Consulting, Inc. (KCI) Kasteler Consulting, Inc. HSN: Sample ID: Collect: Matx: Loc ID: 1213158001 21SW-TB-01 6/5/2021 8:00 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 8260 VOC (S) Aux Data: AK101/8021 GRO/BTEX (S) 1213158002 21SW-01-SO 6/5/2021 10:17 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 8021 BTEX (S) 8260 VOC (S) 8270-SIM PAH (S) AK102/103 DRO/RRO (S) 1213158003 21SW-02-SO 6/5/2021 10:47 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 3050A Metals Digestion (S) 6020 Total RCRA Metals (S) 8021 BTEX (S) 8260 VOC (S) 8270-SIM PAH (S) AK102/103 DRO/RRO (S) 1213158004 21SW-03-SO 6/5/2021 10:51 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 8021 BTEX (S) 8260 VOC (S) 8270-SIM PAH (S) AK102/103 DRO/RRO (S) 1213158005 21SW-04-SO 6/5/2021 17:22 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 8021 BTEX (S) 8260 VOC (S) 8270-SIM PAH (S) AK102/103 DRO/RRO (S) 1213158006 21SW-05-SO 6/5/2021 18:15 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 8021 BTEX (S) 8260 VOC (S) 8270-SIM PAH (S) AK102/103 DRO/RRO (S) 481 This login has not yet been reviewed Sample Confirmation HSN: Sample ID: Collect: Matx: Loc ID: 1213158007 21SW-07-SO 6/5/2021 19:34 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 3050A Metals Digestion (S) 6020 Total RCRA Metals (S) 8260 VOC (S) 8270-SIM PAH (S) AK101/8021 GRO/BTEX (S) AK102/103 DRO/RRO (S) 1213158008 21SW-08-SO 6/5/2021 19:35 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 3050A Metals Digestion (S) 6020 Total RCRA Metals (S) 8260 VOC (S) 8270-SIM PAH (S) AK101/8021 GRO/BTEX (S) AK102/103 DRO/RRO (S) 1213158009 21SW-09-SO 6/5/2021 19:21 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 3050A Metals Digestion (S) 6020 Total RCRA Metals (S) 8260 VOC (S) 8270-SIM PAH (S) AK101/8021 GRO/BTEX (S) AK102/103 DRO/RRO (S) 1213158010 21SW-10-SO 6/5/2021 19:45 Soil/Solid ------------------------------------------------------------------------------------------------------------------------------------------------------ 2540G Percent Total Solids Aux Data: 8082 PCBs (S) AK102/103 DRO/RRO (S) TCLP 1311/6020 Metal Digestion TCLP 6020 RCRA Metals (S) TCLP Extraction, Metals 06/09/2021 482 2 - Page Intentionally Left Blank - 483 APPENDIX D CHEMICAL DATA REVIEW AND ADEC CHECKLIST 20 CF-Seward SDG 1213158 Reviewer: Birgit Hagedorn, PhD Title: CEO Company Sustainable Earth Research LLC Address: 2200 Alder Drive Anchorage, AK 99508 Phone: 907.351.5362 email: birgit.hagedorn(a)searchlc.com Workorder: 1213158 Date: 06/17/2021 Project Title Coldfoot Seward Client Kasteler Consulting, Inc 10351 Kew Court Anchorage, Ak 99507 The level 2 chemical review provided with this document consists of a review narrative, summary tables of methods, result tables with qualifier, and the ADEC Data Review Checklist. Birgit Hagedorn 08/18/2021 Date 1 485 CF-Seward SDG 1213158 DATA QUALITY REVIEW INTRODUCTION The samples were analyzed by SGS North America Inc. (Anchorage) which is an ADEC accepted laboratory. Sample analysis was performed for gasoline range organics (GRO) method AK101/8021 combo (S) field extracted, BTEX prepped by AK101 field extracted, diesel range organics (DRO) method AK102, Residual Range Organics (RRO) AK 103, volatile organic compounds (VOCs) method 8260D (S) field extracted, PAHs method 8270D SIM semi volatiles GC/MS, Metals SW6020B, Metals SW6020B TCLP, PCBs method SW8082 and percent solids by SM21 2540G. All soil data were reported on a dry basis except for metal TCLP analyses in waste sample which was reported in ug/L. The data were reviewed based on a level 2 laboratory report provided by the laboratory and follows the requirements of ADEC Laboratory Checklist (ADEC 2020). A completed checklist of the data can be found in the appendix of the laboratory report. Cleanup levels refer to 18 AAC 75 Oil and Other Hazardous Substances Pollution Control, dated October 2018, Table B1, Method TWO migration to groundwater (MGW) and for the waste sample regulatory limits from 40 CFR §261.24 toxic characteristic were applied. SUMMARY The analytical report was delivered under work order 1213158, Client Project `=CF-Seward". Ten soil samples were listed on the workorder including one trip blank and one field duplicate. Detection limits (DL), and Limit of Quantitation (LOQs), recoveries and relative percent deviations (RPD) are listed for all analytes as required. Laboratory specific qualifiers were added by the laboratory: "J" (result is an estimate) was applied when positive results were above DL but below LOQ, and "U" (analyte is non -detect) was applied when results were below DL. Quality control (QC) samples such as Laboratory Control Sample (LCS) and Laboratory Control Sample Duplicate (LCSD), and Method Blank (MB) were analyzed at the required frequency to evaluate analytical integrity. One non -project specific Matrix Spike (MS) and Matrix Spike Duplicate (MSD) sample was analyzed by the laboratory to document analytical precision. A case narrative was submitted together with laboratory results. The case narrative indicates QC failures for surrogate recovery in one field extract (21SW- 02-SO), elevated LOQs for PAH analyses in samples 21SW-03-SO and 21SW-10-CO and surrogate 5a- androstane recovery outside QC limits for sample 21SW-10-CO due to dilution. Effects on data usability and qualifier are discussed in the narrative. The analytes benzene, ethylbenzene, naphthalene, o-xylene, p&m- xylene, toluene and total xylenes were analyzed by different methods and sample 21SW-09-SO had positive detects of these analytes. Following ADEC guidelines the highest results should be used for data evaluation and are highlighted in the data tables. High surrogate recovery was detected for DRO in sample 21SW-10-CO due to sample dilution. The results are biased high, but concentrations were 10x above cleanup level and therefore data usability is not affected. Method blank was above'/2 LOQ for GRO and DRO no qualifier was applied because analyte concentration in the blank was less than 1/101" of the cleanup level, data usability is not affected. Surrogate recovery for 4-bromofluorobenzene (4-BFB) is below 10% in sample 21 SW-02-SO all non -detect VOC analytes were rejected in this sample. Number of rejected results (68) compared to total number of analytes that were measured for the project (888) indicates that workorder is 92% completed. Table 1. Sample Overview Method Client Sample Id: Lab Sample Id: Matrix Percent PAHs GRO BETX DRO vocs Metals Metals PCBs Solids BTEX /RRO RCRA TCLP 21SW-TB-01 1213158001 Soil AK101/ SW8260 8021 D S 21SW-01-SO 1213158002 Soil SM21 8270 BTEX AK102/ SW8260 SW808 2540G D SIM 8021 AK103 D (S) 2A EM CF-Seward SDG 1213158 21SW-02-SO 1213158003 Soil SM21 8270 BTEX AK102/ SW8260 SW6020 254OG D SIM 8021 AK103 D (S) B 21SW-03-SO 1213158004 Soil SM21 8270 BTEX AK102/ SW8260 254OG D SIM 8021 AK103 D (S) 21SW-04-SO 1213158005 Soil SM21 8270 BTEX AK102/ SW8260 254OG D SIM 8021 AK103 D (S) 21SW-05-SO 1213158006 Soil SM21 8270 BTEX AK102/ SW8260 254OG D SIM 8021 AK103 D (S) 21SW-07-SO 1213158007 Soil SM21 8270 AK101/ AK102/ SW8260 SW6020 254OG D SIM 8021 AK103 D (S) B 21SW-08-SO 1213158008 Soil SM21 8270 AK101/ AK102/ SW8260 SW6020 254OG D SIM 8021 AK103 D (S B 21SW-09-SO 1213158009 Soil SM21 8270 AK101/ AK102/ SW8260 SW6020 2540G D SIM 8021 AK103 D (S B 21 SW-10-CO 12131580010 Waste SM21 6020 B AK102/ SW6020 SW808 2540G TCLP AK103 B TCLP 2A DATA QUALIFIER The following qualifier have been assigned to samples in addition to the laboratory qualifiers E The analyte is non -detect and 'h LOQ is above cleanup level for migration to groundwater, therefore the presence of this analyte above cleanup level cannot be verified. B The analyte was detected in the Method Blank or Trip Blank. R Result is rejected. QH The analyte has a positive result and is biased high. QL The analyte has a non -detect or positive result and is biased low. QN The analyte had RPD outside the QC limits. FIELD SAMPLE REVIEW Sample handling, shipping, and receiving: All samples were listed on the COC and delivered with temperatures below 6 °C. Holding times: All holding times were met for initial extractions and analysis. Sample reporting: All soils were reported on a dry weight basis except for TCLP metals was reported as mg/L. Cleanup level: cleanup levels following 18AAC 75, October 2018 Table B1. Method Two, Migration to Groundwater were used for evaluation of all samples except for TCLP waste sample where regulated limits by 40 CFR § 261.24 - Toxicity characteristic were used. Sensitivity LOQs VOCs: Analytes 1,2,3-Trichloropropane, 1,2-Dibromoethane and Dibromochloromethane had '/2 LOQs above cleanup levels for all samples including the trip blank. Qualifier E was applied to all samples with non -detect indicating that it cannot be evaluated if the analytes exceed cleanup level. PAHs: Sample 21 SW-02-SOhad high LOQs due to sample dilution, this only affected analytes naphthalene. Qualifier E was applied because it cannot be evaluated if sample has concentration above cleanup levels indicating that Surrogates: VOC. Surrogate 4-BFB was below 10% for sample 21 SW-02-SO for VOC analyses. Sample was analyzed twice by the laboratory and low surrogate was confirmed. All non -detect (ND) analytes (68) were rejected (`R'), indicating that results cannot be used to evaluate contamination in the sample. 3 487 CF-Seward SDG 1213158 • DRO: Surrogate recovery for 5a-androsine was above QC criteria due to matrix interference. Qualifier QH was applied to result indicating that result is an estimate biased high. Data usability is not affected because the result was more than 1 Ox above cleanup level. QC SAMPLE REVIEW Method blanks: • VOCs: All analytes were non -detect (ND). 1,2,3-Trichloropropane and 1,2-Dibromoethane had '/2 LOQs above cleanup level. • GRO: Analyte was estimated concentration of 1.33J mg/Kg in the method blank that was associated with all samples. Qualifier was not applied because concentration was less than 1/101" of cleanup level, data usability is not affected. • DRO Analyte was estimated concentration of 7.65J mg/Kg in the method blank that was associated with all samples. Qualifier was not applied because concentration was less than 1/101" of cleanup level, data usability is not affected. Trip Blank: • VOC: positive detects were recorded for benzene, Ethylbenzene, o-xylene, p&m-xylene, and toluene . Qualifier B was applied to all analytes and samples were detected concentration was more than 1/101n of cleanup level of highest sample concentration whichever was greater. This applied to sample 21SW- 09-SO analytes benzene, ethylbenzene, o-xylene, and p&m-xylene, indicating that results may be biased high due to cross contamination. • GRO: positive results were detected in trip blank indicating potential cross contamination. No qualifier was applied because concentration was less than 1/101" of cleanup level, data usability is not affected. • Laboratory Blank (LBI) had concentration above'/2 LOQ for Barium TCLP (0.077 mg/L). No qualifier was attached because blank concentration was below 1/101" of cleanup level, data usability is not affected. Equipment blank: No equipment blank was submitted to the laboratory. LCS/LCSD recoveries and RPD: All LCS and LSCD recoveries were within QC limits. MS/MSD recoveries and RPD: MS/MSD was nor required for this project. Sample 1213158004 was used by the laboratory as MS/MSD sample and replaced LCSD for methods 8270D SIM (PAH), SW8260D VOCs and SW8082A PCBs. All analyses were within QC limits. Field Duplicates: Sample 21SW-07-SO and 21SF-08-SO, all duplicates were within QC limits. No duplicate sample was collected for TCLP analyses. METHOD COMPARISON The analytes benzene, ethylbenzene, naphthalene, o-xylene, p&m-xylene, toluene and total xylenes were analyzed by different methods SW8260D VOCs, SW8021 B BETX, and SW8270D PAH SIM. Sample 21SW- 09-SO had positive detects of these analytes. Following ADEC guidelines the highest results should be used for data evaluation; these results are highlighted in the data tables. El EM CF-Seward SDG 1213158 There were several QC failures in this workorder which led to application of validation qualifier. Some VOC analytes were reported with '/2 LOQ above cleanup levels in samples, method blank and trip blanks and were flagged with E, indicating that it cannot be evaluated if these analytes were above cleanup level. Method blank had concentrations above'/2 LOQ for GRO, DRO and barium (TCLP). Data usability was not affected because all blank concentrations were less than 1/101" below cleanup level. Trip blank had positive detects above'/2 LOQ for some VOC analytes. Qualifier B was applied to benzene and ethylbenzene for positive detects in sample 21SW-09-SO because blank concentration was above 1/101" of cleanup level and to o-xylene and p&m-xylene because blank concentration was more then 1/101" of detected level in sample. Data usability may not be affected because all sample results were still below cleanup level. Surrogate recovery below 10% in sample 21SW-02-SO lead to reject (R )all non -detected results (68), indicating that these results are not usable to evaluate contamination in this sample. Number of rejected results compared to total number of analytes that were measured for the project (888) indicates that workorder is 92% completed. ABBREVIATIONS ADEC Alaska Department of environmental conservations COC Chain of Custody DRO Diesel range organics DL Detection limit GRO Gasoline range organics LCS/LCSD Laboratory control sample LCSD Laboratory control sample duplicate LOD Limit of detection (1/2 LOQ) LOQ Limit of Quantitation MS/MSD Matrix spike/Matrix spike duplicate MGW Migration to Groundwater QC Quality control PAH Polynuclear aromatic hydrocarbon RPD Relative Percent Deviation SIM Single ion monitoring VOC Volatile organic compounds 5 ,;. 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O cC) N t0 N LL U v J J J J J J J J E E E E E E E E CL CL CL CZ CL CL CL CL J J J J J J J J CD LO 00 00 00 00 ao ao 00 00 N O O O O O O O O N N O N O N O N O N O N O N O N O co co co co co co co co L Cn Cn Cn Cn Cn Cn Cn Cn co N G E E aD (D in U 7 v=,OLi2�coL > Q� Q m U v in cn cm N Q' LL U 0 0 o � L M - N 0 CO E 70 N CO C) N CU Q E cc U) CU co L O CV U) co C co Q r N O OD U) m U d L 0 U) rn R LL CY 0 0 0 0 0 0 0 0 O N N U G c M z z z z z z Lg N Z 6) cn M J r N N r O O O O O O O O O O O O O O Y Y Y Y Y Y Y o o Q Q Q Q Q Q Q LO 00 00 00 00 00 00 00 N O O O O O O O co co co co co w w H 0 CO s a� c0 N N 00 V O '0 N N N co N � O O O O O O O _ R Jc.E O O O O O O O Q H Q Q Q Q Q Q Q O O Cn Laboratory Data Review Checklist Completed By: Birgit Hagedorn Title: CEO Date: 8/18/2021 Consultant Firm: Sustainable Earth research LLC Laboratory Name: SGS North America Inc, Anchorage Laboratory Report Number: 1213158 Laboratory Report Date: 06/ 17/2021 CS Site Name: ADEC File Number: Hazard Identification Number May 2020 Page 1 501 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: Note: Any N/A or No box checked must have an explanation in the comments box. 1. Laboratory a. Did an ADEC CS approved laboratory receive and perform all of the submitted sample analyses? Yes® No ❑ N/A ❑ Comments: b. If the samples were transferred to another "network" laboratory or sub -contracted to an alternate laboratory, was the laboratory performing the analyses ADEC CS approved? Yes ® No ❑ N/A ❑ Comments: 2. Chain of Custody (CoC) a. CoC information completed, signed, and dated (including released/received by)? Yes® No ❑ N/A ❑ Comments: b. Correct analyses requested? Yes® No ❑ N/A ❑ Comments: 3. Laboratory Sample Receipt Documentation a. Sample/cooler temperature documented and within range at receipt (0' to 6° C)? Yes® No ❑ N/A ❑ Comments: b. Sample preservation acceptable — acidified waters, Methanol preserved VOC soil (GRO, BTEX, Volatile Chlorinated Solvents, etc.)? Yes® No ❑ N/A ❑ Comments: May 2020 Page 2 502 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: c. Sample condition documented — broken, leaking (Methanol), zero headspace (VOC vials)? Yes® No ❑ N/A ❑ Comments: Nothing to report d. If there were any discrepancies, were they documented? For example, incorrect sample containers/preservation, sample temperature outside of acceptable range, insufficient or missing samples, etc.? Yes ❑ No ❑ N/A® Comments: e. Data quality or usability affected? Comments: N/A 4. Case Narrative a. Present and understandable? Yes® No ❑ N/A ❑ Comments: b. Discrepancies, errors, or QC failures identified by the lab? Yes® No❑ N/A❑ Comments: The case narrative indicates QC failures for surrogate recovery in one field extract (2 1 SF-02-SO), elevated LOQs for PAH analyses in samples 21SW-03-SO and 21SW- 10-CO and surrogate 5a- androstane recovery outside QC limits for sample 21SW-10-CO due to dilution. c. Were all corrective actions documented? Yes® No❑ N/A❑ Comments: The field extracted sample was analyzed twice, low surrogate recovery was confirmed. d. What is the effect on data quality/usability according to the case narrative? Comments: All analyses have low bias in this sample. Since surrogate recovery was below 10% all non -detect results were rejected. May 2020 Page 3 503 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: 5. Samples Results a. Correct analyses performed/reported as requested on COC? Yes® No❑ N/A❑ Comments: b. All applicable holding times met? Yes® No❑ N/A❑ Comments: c. All soils reported on a dry weight basis? Yes® No❑ N/A❑ Comments: d. Are the reported LOQs less than the Cleanup Level or the minimum required detection level for the project? Yes® No❑ N/A❑ Comments: VOCs: Analytes 1,2,3-Trichloropropane, 1,2-Dibromoethane and Dibromochloromethane had 1/2 LOQs above cleanup levels for all samples including the trip blank. Qualifier E was applied to all samples with non -detect indicating that it cannot be evaluated if the analytes exceed cleanup level. PAHs: Sample 21SW-02-SO had high LOQs due to sample dilution, this only affected analyte naphthalene. Qualifier E was applied because it cannot be evaluated if sample has concentration above cleanup levels indicating that e. Data quality or usability affected? Yes, it cannot be evaluated if results are above cleanup levels due to low analytical sensitivity. May 2020 Page 4 504 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: 6. QC Samples a. Method Blank i. One method blank reported per matrix, analysis and 20 samples? Yes® No❑ N/A❑ Comments: GRO: Analyte was estimated concentration of 1.33J mg/Kg in the method blank that was associated with all samples. Qualifier was not applied because concentration was less than 1/10'h of cleanup level, data usability is not affected. DRO Analyte was estimated concentration of 7.65J mg/Kg in the method blank that was associated with all samples. Qualifier was not applied because concentration was less than 1/10' of cleanup level, data usability is not affected. ii. All method blank results less than limit of quantitation (LOQ) or project specified objectives? Yes❑ No® N/A❑ Comments: VOCs: All analytes were non -detect (ND). 1,2,3-Trichloropropane and 1,2-Dibromoethane had %2 LOQs above cleanup level. iii. If above LOQ or project specified objectives, what samples are affected? Comments: All samples are affected but all samples had LOQ above cleanup level for these analytes. iv. Do the affected sample(s) have data flags? If so, are the data flags clearly defined? Yes❑ No® N/A❑ Comments: No qualifier was applied because blank concentration was less than 1/10 ' of cleanup level. v. Data quality or usability affected? Comments: Data usability is not affected. b. Laboratory Control Sample/Duplicate (LCS/LCSD) i. Organics — One LCS/LCSD reported per matrix, analysis and 20 samples? (LCS/LCSD required per AK methods, LCS required per SW846) Yes® No❑ N/A❑ Comments: May 2020 Page 5 505 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: ii. Metals/Inorganics — one LCS and one sample duplicate reported per matrix, analysis and 20 samples? Yes® No❑ N/A❑ Comments: iii. Accuracy — All percent recoveries (%R) reported and within method or laboratory limits and project specified objectives, if applicable? (AK Petroleum methods: AK101 60%-120%, AK102 75%-125%, AK103 60%-120%; all other analyses see the laboratory QC pages) Yes® No❑ N/A❑ Comments: iv. Precision — All relative percent differences (RPD) reported and less than method or laboratory limits and project specified objectives, if applicable? RPD reported from LCS/LCSD, and or sample/sample duplicate. (AK Petroleum methods 20%; all other analyses see the laboratory QC pages) Yes® No❑ N/A❑ Comments: v. If %R or RPD is outside of acceptable limits, what samples are affected? Comments: N/A vi. Do the affected sample(s) have data flags? If so, are the data flags clearly defined? Yes❑ No❑ N/A® Comments: vii. Data quality or usability affected? (Use comment box to explain.) Comments: N/A May 2020 Page 6 506 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: c. Matrix Spike/Matrix Spike Duplicate (MS/MSD) Note: Leave blank if not required for project i. Organics — One MS/MSD reported per matrix, analysis and 20 samples? Yes® No❑ N/A❑ Comments: Matrix spike was not required for this project, but one sample was reported for MS/MSD analyses ii. Metals/Inorganics — one MS and one MSD reported per matrix, analysis and 20 samples? Yes❑ No® N/A❑ Comments: Not required iii. Accuracy — All percent recoveries (%R) reported and within method or laboratory limits and project specified objectives, if applicable? Yes® No❑ N/A❑ Comments: iv. Precision — All relative percent differences (RPD) reported and less than method or laboratory limits and project specified objectives, if applicable? RPD reported from MS/MSD, and or sample/sample duplicate. Yes® No ❑ N/A ❑ Comments: v. If %R or RPD is outside of acceptable limits, what samples are affected? Comments: N/A vi. Do the affected sample(s) have data flags? If so, are the data flags clearly defined? Yes❑ No❑ N/A® Comments: May 2020 Page 7 507 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: vii. Data quality or usability affected? (Use comment box to explain.) Comments: N/A d. Surrogates — Organics Only or Isotope Dilution Analytes (IDA) — Isotope Dilution Methods Only Are surrogate/IDA recoveries reported for organic analyses — field, QC and laboratory samples? Yes❑ No® N/A❑ Comments: ii. Accuracy — All percent recoveries (%R) reported and within method or laboratory limits and project specified objectives, if applicable? (AK Petroleum methods 50-150 %R for field samples and 60-120 %R for QC samples; all other analyses see the laboratory report pages) Yes❑ No® N/A❑ Comments: VOC: Surrogate 4-BFB was below 10% for sample 21SW-02-SO for VOC analyses. Sample was analyzed twice by the laboratory and low surrogate was confirmed. DRO: Surrogate recovery for 5a-androsine was above QC criteria due to matrix interference. Qualifier QH was applied to result indicating that result is an estimate biased high. iii. Do the sample results with failed surrogate/IDA recoveries have data flags? If so, are the data flags clearly defined? Yes® No ❑ N/A ❑ Comments: VOC: All non -detect (ND) analytes (68) were rejected (`R'). DRO: Qualifier QH was applied to result indicating that result is an estimate biased high. Data usability is not affected because the result was more than IOx above cleanup level. iv. Data quality or usability affected? Comments: VOC: results cannot be utilized to evaluate contaminant concentration in the samples. DRO: Data usability is not affected because the result was more than IOx above cleanup level. e. Trip Blanks i. One trip blank reported per matrix, analysis and for each cooler containing volatile samples? (If not, enter explanation below.) Yes® No❑ N/A❑ Comments: May 2020 Page 8 508 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: ii. Is the cooler used to transport the trip blank and VOA samples clearly indicated on the COC? (If not, a comment explaining why must be entered below) Yes❑ No® N/A❑ Comments: iii. All results less than LOQ and project specified objectives? Yes❑ No❑ N/A❑ Comments: VOC: positive detects were recorded for benzene, Ethylbenzene, o-xylene, p&m-xylene, and toluene GRO: positive results were detected in trip blank indicating potential contamination. Metals: Laboratory Blank (LBl) had concentration above 1/z LOQ for Barium TCLP (0.077 mg/L). iv. If above LOQ or project specified objectives, what samples are affected? Comments: VOC: All samples were affected. Metals: samples 21SW-07-SO, 21SW-08-SO, 21SW-09-SO were affected GRO: samples 21 SW-07-SO, 21 SW-08-SO, 21 SW-09-SO were affected v. Data quality or usability affected? Comments: VOCs: Qualifier B was applied to all samples for benzene, Ethylbenzene, o-xylene, p&m-xylene, and toluene where blank concentration was more than 1/10t' of cleanup level of highest sample concentration whichever was greater. This applied to sample 21SW-09-SO analytes benzene, ethylbenzene, o-xylene, and p&m-xylene, indicating that results may be biased high due to contamination. GRO: No qualifier was applied because concentration was less than 1/10' of cleanup level, data usability is not affected. Metals: No qualifier was attached because blank concentration was below 1/10' of cleanup level, data usability is not affected. f. Field Duplicate i. One field duplicate submitted per matrix, analysis and 10 project samples? Yes® No❑ N/A❑ Comments: Sample 21SW-07-SO and 21SW-08-SO were field duplicates. ii. Submitted blind to lab? Yes® No❑ N/A❑ Comments: May 2020 Page 9 509 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: iii. Precision — All relative percent differences (RPD) less than specified project objectives? (Recommended: 30% water, 50% soil) RPD (%) = Absolute value of: (Ri-R2) x 100 ((Ri+R2)/2) Where Ri = Sample Concentration R2 = Field Duplicate Concentration Yes® No❑ N/A❑ Comments: iv. Data quality or usability affected? (Use the comment box to explain why or why not.) Comments: N/A g. Decontamination or Equipment Blank (If not applicable, a comment stating why must be entered below)? Yes❑ No❑ N/A® Comments: Equipment blank was not necessary for this project. i. All results less than LOQ and project specified objectives? Yes❑ No❑ N/A® Comments: ii. If above LOQ or project specified objectives, what samples are affected? Comments: N/A iii. Data quality or usability affected? Comments: N/A May 2020 Page 10 510 1213158 Laboratory Report Date: 06/17/2021 CS Site Name: 7. Other Data Flags/Qualifiers (ACOE, AFCEE, Lab Specific, etc.) a. Defined and appropriate? Yes❑ No❑ N/A❑ Comments: N/A May 2020 Page 11 511 - Page Intentionally Left Blank - 512 APPENDIX E PRELIMINARY CONCEPTUAL SITE MODEL 513 G 0 LL U_ 2 a fQ V J LU 00 G LLU 'r v J a LU Z 0 J Q LU CZ G cis rya y Q ° S O U 00 � gay o x a) S,au�ndsu° j aOVJa/S/S,,�S� n/ ° SQ -Q U aou '- eO v9 -03Js,s9ns,aJSa o osjawje Q 1 . Q a/joMtj X X Xo"U.W o 0W Jsu 00 o;LLssJasn n°Caiassas�Vus/aaXX X m O°aiioU110 4., / ial,° S m NJm d JOle�auJsnpu, �aw�o. X X X w Q 5 m i (ua i m �pin/3 Jo X X X ry Q) 0 V slue Q)sailt)Pa� Y U) m 3 N a) O L r 0 LL 'd m 0 O O Q U U Q N 3 N Q 0 °) ° w a ry 0 00 w M U c a E m ° m 'r00 N �co0� U m co mw'3U m U Q m m � m UI=- cai Y a°, a v E m ro ai w a U G y O O p 0 O o m h O h U i N 0 Q o h oa `II v a U U h m EaIE Q)m G 3 h N m ° m w m m o y0 Q 0 � o cE �: O O C E 0 y o = 0 U 0 0 C O 'Eb Q- LL fn 0)0 f6 Q O O C -0a E f0 Z N IS IS ❑ M LI LJ L m w � 0 `6 C U ti L0 N m o ti rn ° O =o o Q O O N 0 a� m m 'm = w � 1 i > O N O U ❑'t O� U) _ N U) o 0 m m 3 m a o N m10 m o°i c =° —0O a .. o ❑ ❑ ❑ ❑ U N �)U) Lo Lo _ U N a Q o 0 0 O O O 'Eh O LL O O 0 O O O L L L C C C ❑ co ❑' co 0 j0 7 m C 0) C � E _ co O Lj o U 0 0 = a > (/) 0 — O O .0 c 00 Q O Cca 0 D E c4 C O C ❑ ❑ ❑ _N co 3 0 _ CD N E 0 U) L .3 co C O U U d cl a O O LL a 0 co LL 0 a O C O .N N C ❑ E _0 O N .0 ❑ ❑ u c 0 (D U) 0 0 fV O Co v Lo Print Form Site Name: Appendix A - Human Health Conceptual Site Model Scoping Form and Standardized Graphic Seward Orphanage: Jessie Lee Home, Seward AK File Number: TBD Completed by: IForrest Jan ukajtis, KCI Alaska Introduction The form should be used to reach agreement with the Alaska Department of Environmental Conservation (DEC) about which exposure pathways should be further investigated during site characterization. From this information, summary text about the CSM and a graphic depicting exposure pathways should be submitted with the site characterization work plan and updated as needed in later reports. General Instructions: Follow the italicized instructions in each section below. 1. General Information: Sources (check potential sources at the site) F- USTs r ASTs FX- Dispensers/fuel loading racks F- Drums F Vehicles F Landfills F Transformers F- Other: Release Mechanisms (check potential release mechanisms at the site) r Spills r Leaks F- Direct discharge r Burning r Other: Impacted Media (check potentially -impacted media at the site) Surface soil (0-2 feet bgs*) Fx Subsurface soil (>2 feet bgs) F- Air F- Sediment r Groundwater F- Surface water r- Biota r- Other: Receptors (check receptors that could be affected by contamination at the site) F- Residents (adult or child) r Commercial or industrial worker r Construction worker F- Subsistence harvester (i.e. gathers wild foods) F- Subsistence consumer (i.e. eats wild foods) F- Site visitor r Trespasser F- Recreational user r Farmer r Other: * bgs - below ground surface 5115 revised January 2017 2. Exposure Pathways: (The answers to the following questions will identify complete exposure pathways at the site. Check each box where the answer to the question is 'yes a) Direct Contact - Incidental Soil Ingestion Are contaminants present or potentially present in surface soil between 0 and 15 feet below the ground surface? (Contamination at deeper depths may require evaluation on a site -specific basis.) If the box is checked, label this pathway complete: Complete Comments: June 2021 soil sampling had detections for DRO, Mercury and Naphthalene greater than the ADEC Method 2 Mtg cleanup levels. 2. Dermal Absorption of Contaminants from Soil Are contaminants present or potentially present in surface soil between 0 and 15 feet below the ground surface? (Contamination at deeper depths may require evaluation on a site specific basis Can the soil contaminants permeate the skin (see Appendix B in the guidance document)? Ifboth boxes are checked, label this pathway complete: Complete Comments: June 2021 soil sample with Mercury greater than the ADEC Method 2 Mtg cleanup level in the Balto Building floor sump/boiler area. b) Ingestion - 1. Ingestion of Groundwater Have contaminants been detected or are they expected to be detected in the groundwater, or are contaminants expected to migrate to groundwater in the future? Could the potentially affected groundwater be used as a current or future drinking water source? Please note, only leave the box unchecked if DEC has determined the ground- water is not a currently or reasonably expected future source of drinking water according to 18 AAC 75.350. Ifboth boxes are checked, label this pathway complete: Incomplete Comments: Based on the limited volume of soil contamination and that it was capped by a building until recently groundwater is likely not impacted. Groundwater depth at the site is not known. The nearest well is owned by the city of Seward, —3/4 a mile away: FT RAYMOND WELL FLD, WELL 5; PWSID 240757 SEWARD, WL011 (WELL #5); Location verified by ADEC. 5216 revised January 2017 2. Ingestion of Surface Water Have contaminants been detected or are they expected to be detected in surface water, or are contaminants expected to migrate to surface water in the future? Could potentially affected surface water bodies be used, currently or in the future, as a drinking water source? Consider both public water systems and private use (i.e., during residential, recreational or subsistence activities). Ifboth boxes are checked, label this pathway complete: Incomplete Comments: N/A 3. Ingestion of Wild and Farmed Foods Is the site in an area that is used or reasonably could be used for hunting, fishing, or harvesting of wild or farmed foods? Do the site contaminants have the potential to bioaccumulate (see Appendix C in the guidance document)? Are site contaminants located where they would have the potential to be taken up into biota? (i.e. soil within the root zone for plants or burrowing depth for animals, in groundwater that could be connected to surface water, etc.) Ifall of the boxes are checked, label this pathway complete: Complete Comments: Mercury c) Inhalation- 1. Inhalation of Outdoor Air Are contaminants present or potentially present in surface soil between 0 and 15 feet below the ground surface? (Contamination at deeper depths may require evaluation on a site specific basis.) Are the contaminants in soil volatile (see Appendix D in the guidance document)? Ifboth boxes are checked, label this pathway complete: Complete Comments: DRO, Tar r r r r r r r 3 5 1 7 revised January 2017 2. Inhalation of Indoor Air Are occupied buildings on the site or reasonably expected to be occupied or placed on the site in an area that could be affected by contaminant vapors? (within 30 horizontal or vertical feet of petroleum contaminated soil or groundwater; within 100 feet of non -petroleum contaminted soil or groundwater; or subject to "preferential pathways," which promote easy airflow like utility conduits or rock fractures) Are volatile compounds present in soil or groundwater (see Appendix D in the guidance document)? Ifboth boxes are checked, label this pathway complete: Incomplete Comments: FN buildings on site or foreseen VOC concerns 5418 revised January 2017 3. Additional Exposure Pathways: (Although there are no definitive questions provided in this section, these exposure pathways should also be considered at each site. Use the guidelines provided below to determine iffurther evaluation of each pathway is warranted.) Dermal Exposure to Contaminants in Groundwater and Surface Water Dermal exposure to contaminants in groundwater and surface water may be a complete pathway if: o Climate permits recreational use of waters for swimming. o Climate permits exposure to groundwater during activities, such as construction. o Groundwater or surface water is used for household purposes, such as bathing or cleaning. Generally, DEC groundwater cleanup levels in 18 AAC 75, Table C, are deemed protective of this pathway because dermal absorption is incorporated into the groundwater exposure equation for residential uses. Check the box iffurther evaluation of this pathway is needed. - Comments: ndwater not used in the area. Muni water/sewer. Inhalation of Volatile Compounds in Tap Water r Inhalation of volatile compounds in tap water may be a complete pathway if: o The contaminated water is used for indoor household purposes such as showering, laundering, and dish washing_ o The contaminants of concern are volatile (common volatile contaminants are listed in Appendix D in the guidance document.) DEC groundwater cleanup levels in 18 AAC 75, Table C are protective of this pathway because the inhalation of vapors during normal household activities is incorporated into the groundwater exposure equation. Check the box iffurther evaluation of this pathway is needed: Comments: Groundwater not used in the area Muni water/sewer. F 5519 revised January 2017 Inhalation of Fugitive Dust Inhalation of fugitive dust may be a complete pathway if: o Nonvolatile compounds are found in the top 2 centimeters of soil. The top 2 centimeters of soil are likely to be dispersed in the wind as dust particles. o Dust particles are less than 10 micrometers (Particulate Matter - PMio). Particles of this size are called respirable particles and can reach the pulmonary parts of the lungs when inhaled. DEC human health soil cleanup levels in Table B 1 of 18 AAC 75 are protective of this pathway because the inhalation of particulates is incorporated into the soil exposure equation. Check the box iffurther evaluation of this pathway is needed. - Comments: ite may pose a risk until capped with clean fill or contaminated soil removed. Direct Contact with Sediment r This pathway involves people's hands being exposed to sediment, such as during some recreational, subsistence, or industrial activity. People then incidentally ingest sediment from normal hand-to-mouth activities. In addition, dermal absorption of contaminants may be of concern if the the contaminants are able to permeate the skin (see Appendix B in the guidance document). This type of exposure should be investigated if: o Climate permits recreational activities around sediment. o The community has identified subsistence or recreational activities that would result in exposure to the sediment, such as clam digging. Generally, DEC direct contact soil cleanup levels in 18 AAC 75, Table B 1, are assumed to be protective of direct contact with sediment. Check the box iffurther evaluation of this pathway is needed. - Comments: N/A r 5,?0 revised January 2017 4. Other Comments (Provide other comments as necessary to support the information provided in this form.) 1 revised January 2017 - Page Intentionally Left Blank - 522 APPENDIX F ADEC DRAFT WORK PLAN COMMENTS 523 w �a w wo �� A H wo wzA �aA cnCA cn A CA H w 0 U w w N•�'N A N M • l � � O a1 � w O A QI O U C� A e�C Ct 'S." cn cz — s. 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U u� n a (� U •fl O U U . 4" U doo3.7s Qcr w Q-°owo d d o � ti o q ) o 0 4. 0 cn �. o qF�)C�) o �_ o o ti Z U fl ° q o O O O Q ti •to p) ti U --'Z O a0 O ti 0 ti q V O p?j O ticpU "Zz O zz `ti OOIRj�� o O� z tioo O O ti O U a �U Z O ZZ O O O ti O O O ti hq O ti M 06 01 O N N N N I- N LO w N LO - Page Intentionally Left Blank - 529 APPENDIX G QUALIFED ENVIRONMENTAL PROFESSIONAL RESUME 530 Forrest Janukajtis AREAS OF TECHNICAL EXPERTISE • Environmental Investigations and Removal Actions • Waste Management EDUCATION Bates College B.A., Geology 2002 MEMBERSHIPS American Institute of Professional Geologists (AIPG) Alaska Geological Society PROFESSIONAL Mr. Janukajtis has over eighteen years of experience as a Geologist, Site Manager and Construction Manager for both environmental and construction projects. He's had direct involvement in all aspects of the planning and execution of environmental remediation and construction projects throughout Alaska and internationally along the Pacific Rim, including Japan and Korea. His field work experience includes project site/construction management with field crews of two to over 30 individuals, subcontractor and third -parry quality control program management, site safety supervisor responsibilities, guiding environmental investigations, removal actions, field budget management and coordinating complex in -state and international logistics. Mr. Janukajtis has an in- depth knowledge of state and federal environmental regulations including Alaska Title 18 Environmental Regulations (Chapters 60, 70, 72, 75, 78, and 80), Resource Conservation and Recovery Act (RCRA), the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), and the Toxic Substances Control Act (TSCA). HISTORY Crowley Fuels Inc., Various Locations, Alaska (2022) Bethel Marine Header Spill Response and Removal Action ChemTrack Alaska Inc. 2019 to current Diesel fuel release spill response which included analytical soil sample collection and analysis and subcontractor oversight Kasteler Consulting LLC for contaminated soil excavation, packaging, and offsite 2019 to current barging for thermal treatment in accordance with ADEC regulations. Kaktovik Environmental LLC 2018 to 2019 Marsh Creek, LLC 2015 - 2018 Jacobs Engineering Group Inc. 2005-2015 Brian Lee Construction 2003-2005 TRAINING 8-Hour HAZWOPER, 2022 40-Hour HAZWOPER, 2005 Ketchikan Town Station Phase II Site Survey/Remedial Investigation. Geologist for final investigative drilling effort, authored final SS/RI report and coordinated with ADEC for site closure. Valdez Shop Drain replacement/reconfiguration and Oil Water Separator Installation. Shop facility drain infrastructure upgrades and compliance improvements. Indian Mountain Bridge Refurbishment, Indian Mountain Long Range Rader Station, U.S. Air Force, Utopia, Alaska (2022) Rotational Site Superintendent for the removal and refurbishment of the vehicle baily bridge that crosses the Indian River at the LRRS. Crew removed the existing baily bridge for it to be refurbished. Subcontractor oversight for bridge Lead based paint blasting and removal, and bridge repainting. Demolished existing failing wooden bridge abutments and replaced with locally harvested stone walls. 531 Forrest Janukajtis Kennecott Mill Building and Ore Chute Stabilization and 30-Hour OSHA General Replacement, U.S. National Park Service, Wrangell Industry Outreach National Park, Kennecott, Alaska (2020, 2021) Training, 2010 Subcontractor to Alaska Aggregate Products as the Onsite Hazardous Waste Manger/Environmental Professional and USACE Construction carpenter. Responsible for authoring waste Quality Management, management/environmental plans as required per the NPS 2019 contract specifications, onsite implementation and administration of the plans which included onsite crew Alaska Emergency HAZWOPER trainings and oversight, air monitoring, waste Technician Training, 2016 material analytical sample collection and characterization, waste collection, segregation and disposal in accordance with First Alaska state and Federal 49CFR regulations. Environmental Aid/CPR/Bloodborne work duties supported the restoration, repair of the historical Pathogens Training, 2020 Kennecott Mill Building as well as disassembly and reconstruction of the Ore Chute. 24-Hour ICAO/IATA Dangerous Goods King Salmon Aircraft Arresting Barrier Pit Renovation, Transportation Training, U.S. Air Force 611 , King Salmon Alaska (2020, 2021) 2012 Team member on the refurbishment of four BAK-12 aircraft arrestor systems at the King Salmon Air Station, King Salmon 8-Hour ICAO/IATA Alaska. Work included the demolition of concrete and grout to Dangerous Goods remove existing arrestor system anchors and the replacement Transportation Refresher, of anchors, new electrical and mechanical system upgrades for 2022 code compliance, installation of new runway anchors as well as weather proofing and drainage improvements. 24-Hour 49CFR Crowley Fuels Inc., Emergency Response, Various Hazardous Materials Locations, Alaska (2020-2022) Transportation Training, 2012 Emergency response cleanup and environmental investigation support in support of Crowley's fuel distribution network 8-Hour 49CFR Dangerous throughout the state. Goods Transportation Kalubik Creek Drum/Debris Removal Action, Chevron, Refresher, 2022 North Slope, Alaska (2019, 180 Hours) Niton XRF Analyzer Dewatering of a small freshwater pond to accomplish removal Training, 2010 of drums and debris dumped in the pond after closure of the 1960 s drill pad site. Project tasks included overland tundra Alaska Certified Erosion travel, permit compliance monitoring, debris removal, and & Sediment Control Lead Waste segregation for characterization and disposal, and (AK-CESCL), 2018 helicopter slinging. Tigalda Island RmA/RI, USACE Tigalda Island, Alaska North Slope Training (2017 - 2019, 480 Hours) Course Badge Containerized/Hazardous, Toxic, or Radioactive Waste (CON/HTRW) removal action and remedial investigation with ATV Training risk assessment at the Formerly Used Defense site. Field lead for 2017 site visit and 2018 RmA/RI field effort. Responsible for overseeing preparation of the planning and reporting documents, implementation of the RI; managing mobilization/demobilization; planning remote site field logistics; coordinating and managing specialty subcontractors for laboratory analysis, data quality control review, risk 2 532 Forrest Janukajtis analysis, surveying and GIS, and transportation charters (live aboard landing craft and helicopter). Iko Bay Well Plug and Abandonment, Bureau of Land Management, North Slope Alaska (2018, 270 hours) Rotational CQCSM for winter well P&A operation. Oversaw subcontractor daily activities and documented in daily quality control reports; managed quality control; managed waste characterization sampling, and permit compliance Collinson Point DEW Line Removal Action, USACE, North Slope, Alaska (2016, 160 Hours) CQCSM for PCB contaminated soil removal action and DRO contaminated soil excavation and landspread at the Formerly Used Defense site. Responsibility's included daily quality control and technical oversight for PCB contaminated soil excavation, packaging and manifesting for offsite transport and disposal in addition to DRO contaminated soil excavation and landspread treatment. Specific tasks included oversight of subcontractor soil field screening and sample collection, GPS survey, and preparation of the work plan and after -action report. Birch Hill Soil Removal Action, Fort Wainwright, USACE, Fairbanks, Alaska (2016, 160 hours) CQCSM for lead paint chip and lead contaminated soil removal action at the former Birch Hill AST tank farm located on Fort Wainwright. Responsibility's included daily quality control and technical oversight for lead based paint chip removal, lead air monitoring and lead contaminated soil field screening, excavation, soil sampling, GPS surveying, waste characterization and disposal of 2,500 tons of RCRA non- hazardous and hazardous soil. Also responsible for overseeing preparation of the work plan and after action report. Environmental Investigations at Various Sites, Fort Wainwright, USACE, Fairbanks, Alaska (2015, 360 hours) CQCSM for Preliminary Source Evaluations (PSE), RI/FSs, and a Data Gap Analysis (DGA) at various sites located on Fort Wainwright. Responsibility's included daily quality control and technical oversight for drilling, groundwater monitoring well installation, environmental sampling, geophysical surveys, and drum removals. Also served as the liaison with the USACE and DPW for coordinating site access and field activities. He provided oversight for the containerization and disposal of non -regulated soil and water and assisted with preparation of the PSE, DGA, and RI reports. Cape Sarichef Radio Relay Station (RRS) Remedial 533 3 Forrest Janukajtis Investigation, USACE, Unimak Island, Alaska (2015, 120 hours Technical lead and project geologist responsible for authoring planning documents and subcontracts for remedial investigation at the former station. Conducted spring helicopter site visit with project archeologist and Alaska Department of Environmental Conservation (ADEC) representative to identify barge landing spot, field camp location and to inspect anticipated investigation location to verify site conditions and planned approach. U.S Coast Guard Shoal Cove LORAN Site Investigation, USACE, Shoal Cove, Alaska (2015, 240 hours) Site manager and technical lead responsible for authoring planning documents and subcontracts for site investigation activities performed at this remote formerly active station. Other responsibilities included logistics coordination and field management of landing craft and air transportation of project supplies and field crews; quality oversight of investigative drilling and sampling activities; coordination of regular sample delivery via charter aircraft and boat to ensure quality data project objectives were met. Eielson Air Force Base Environmental Investigations, AFCEE, North Pole, Alaska (2014, 600 hrs) Site Manager for the Performance Based Remediation (PBR) environmental investigations of thirteen sites. Responsible for establishing field schedule and coordinating site access and utility locates with base personnel (including flight line operations), managing multiple field crews and drill rigs over various sites and providing technical guidance to staff scientists. North River Radio Relay Station (RRS) Removal Action, AFCEC & USACE, Unalakleet, Alaska (2011 to 2015, 2,950 hours) Site manager for the excavation and disposal of over 6,000 cubic yards of PCB- and POL-contaminated soil for four consecutive summer field seasons working to implement the Decision Document and Record of Decision. Responsibilities included cost proposals, procurement and management of subcontractors, field budget management, coordination with and mentoring of the local Native Corporation, oversight of subcontractor and company field crews, logistics coordination for daily project operation, shipment for disposal of hazardous and non -hazardous waste, environmental drilling, sample collection, supervision of road and bridge construction, and authoring project work plans and reports. U.S. Coast Guard Point Higgins Removal Action, USACE, 534 4 Forrest Janukajtis Ketchikan, Alaska (2014, 360 hours) CQCSM for the decommissioning and demolition of three buildings at the former station and other support facilities as well as lead soil excavation and disposal at the former small arms firing range. Provided oversight of the asbestos abatement subcontractor, responsible for the removal, sampling and disposal of electrical transformers, soil field screening and guiding lead contaminated soil excavation, non- hazardous and hazardous soil management for off -island transport and disposal. Camp Zama and Sagami General Depot, USAG-J/USACE, Tokyo, Japan (2009 to 2014, 2750 hours) Site manager and technical lead for seven separate field efforts that included environmental site investigations, removal actions, and long-term monitoring. Responsibilities included cost proposals; procurement and management of U.S. and Japanese subcontracts; scope coordination with U.S. client and Japanese customers; planning and execution of international logistics; project field budget, schedule, management; quality and safety oversight for geophysical, environmental (drilling, soil gas, groundwater monitoring well installation), and UXO investigations, geophysical anomaly investigation and removal; environmental media sampling; excavation, transport, and disposal of over 3,000 cy of contaminated soil; and authoring work plans and reports. BCTC (Battle Command Training Center) Construction support at US Army Depot, Sagami Japan. Work included the excavation, screening and removal of over 3,000 cy of soil to clear the facility proposed parking lot area and underground utility areas of known and unknown environmental concerns which included, buried metal debris, MEC, and sources of soil contamination (oil cans, paint cans, disposal pit). Soil excavation and screening was conducted using UXO technicians to assistant in identifying and segregating inert metal debris from MEC for DOD EOD disposal. All site work was completed ahead of schedule to minimize further impacts to the facility construction schedule. Excavated soil was stockpiled offsite and sampled to characterize soils for proper handling and disposal in accordance with GOJ regulations. Torii Station, USAG-J/USACE, Okinawa, Japan (2013 to 2014, 650 hours) Site manager and technical lead for two field efforts that included environmental, geophysical and archeological/cultural asset investigations. Responsibilities included coordination 535 5 Forrest Janukajtis meetings with the U.S. client and Japanese customer; site supervision of investigations including planning and execution of international logistics, subcontractor management, and field budget management; and authoring of work plans and reports. U.S. Coast Guard Station, USCG, Sitkinak, Sitkinak Island, Alaska (2010, 210 Hours) Quality control manager for culvert removal and restoration of 5 streams, POL wetland investigation and bio cell landspread. Responsibilities included development and writing of the work plan and report, subcontract procurement, submission of federal and state permit applications, coordination of subcontractor, and landing craft logistics, conducting the wetland investigation sampling, sample management, data evaluation and reporting. Umiat Air Force Station, Umiat Lake Removal Action, USACE, Umiat, Alaska (2009, 360 hours) Technical field lead for winter geophysical survey of Umiat Lake to identify submerged and buried drums. The following summer, a removal action was completed to remove 250 drums from in and around the lake by boat and divers operating from a field -constructed dive platform, and helicopter sling load. Responsibilities included preparation of planning documents, subcontract development, identification and coordination of project field logistics, and field work quality oversight. He performed liquid waste HazCat characterization of over 25 drums for consolidation and analytical confirmation sampling, and managed the transportation and disposal of the liquid waste. Managed and conducted post drum removal soil and water sampling, sample management, data evaluation and reporting U.S. Forest Service, Non -Time Critical Removal Action, Mahoney Mine, Revillagigedo Island, USACE, Ketchikan, Alaska (2009, 360 hours) CQCSM and Site Safety Supervisor for removal effort focused on the characterization and removal of lead and fuel contaminated soil at the former mine site accessible only by air or water. Conducted soil field screening to direct contaminated soil characterization and excavation, performed soil excavation and waste management for the transport and off -island disposal of over 2,000 cy of non -hazardous and hazardous soil. Also performed the masonry construction for mine audit and stope closure and authored the after action report. U.S. Customs and Border Patrol (CBP) Housing Upgrades, Alcan and Border City Stations, Alaska (2008 to 2009) Construction Manager responsible for coordination with U.S. Government Services Administration (GSA) and CBP to develop scope of work, subcontractor selection, cost 536 n Forrest Janukajtis negotiations and to provide third -party quality control inspections for GSA Border Protection Housing Improvements. Daegu Airbase Security Fence Hardening, USAF, Daegu, South Korea (2008) Construction manager for nine week effort overseeing security fence installation. Responsibilities included coordination with on base U.S. military and Korean military personnel; Korean subcontractor management; and site quality, safety, and field budget oversight. Granite Mountain Radio Relay Station Clean Sweep, AFCEC, Granite Mountain, Alaska (2009, 150 hours): Site manager responsible for subcontractor oversight for the set- up of a 25-person remote camp in support of the RRS facility demolition effort. Driftwood Bay Radio Relay Station (RRS) Remedial Investigation/Feasibility Study/Record of Decision, AFCEE, Driftwood Bay, Alaska (2006-2009, 680 hours) Assisted Site Superintendent with project mobilization and the setup of the 25-person remote camp. Project geologist for RI investigation of 13 sites. Managed and lead follow up soil removal action and EcoBondTM application field work to implement the Record of Decision and achieve closure at 10 sites. JBER Army Site Investigations, USACE & USAF, JBER, Alaska (2008-2013, 345 hours). Site manager and project geologist for various remedial investigations, interim removal actions, and site characterization efforts conducted at over a dozen sites, several of which occurred on tight schedules supporting military construction. Projects included summer and winter drilling investigations, POL and PCB contaminated soil removal, geophysical surveys and anomaly investigations, drum and debris removal including unknown liquid content characterization and disposal Pre -WWII Tank Farm Removal Action, USACE, Dutch Harbor, Alaska (2009, 240 Hours) CQCSM for the excavation and removal of over 2,000 cy of POL contaminated soil at Amaknak Island, Pre -WWII Tank Farm. The excavation area was between two of the historical building onsite and the approach was engineered to allow soil excavation up against the building foundation while not compromising building foundation stability. Responsible for guiding soil excavation, soil sample collection, sample management, data evaluation, waste management for off -island transport and disposal. 537 7 Forrest Janukajtis Tanaga & Ogliuga Islands CON/HTRW Removal Actions, USACE, Tanaga & Ogliuga Islands, Alaska (2006-2008, 300 hours) Technical lead in the removal of containerized hazardous, toxic waste (CON/HTRW) at these two Formerly Used Defense Sites. Part of a team responsible for characterizing, packaging, and removing drums with unknown contents; packaging of transformers, batteries, and capacitors; and assisting with the removal of soil contaminated with petroleum, tar, asphalt, and fuel for transport and disposal. Project was awarded the 2007 USACE Celebrate Safety Award for safety performance. North River Radio Relay Station (RRS) Remedial Investigation, AFCEC, Unalakleet, Alaska (2007-2008, 150 hours) Technical lead and project geologist overseeing UVOST and drilling investigation to characterize soil and groundwater at the former RRS. Drury Gulch Removal Action, Kodiak, USACE, Kodiak Alaska (2006 and 2007, 450 Hours) Project geologist responsible for overseeing drilling for soil sample collection to guide contaminated soil excavation activities and data gap closure. Buskin Beach Removal Action, USACE, Kodiak Alaska (2007, 280 hours) CQCSM and technical lead for the excavation of over 3,000 cy of TCE contaminated soil at the former Buskin beach lube pits. Project duties included directing daily excavation activities, soil sample collection and management and authoring the after action report. Project involved excavating around and under active and energized powerline that required close coordination with the local utility company. Cold Bay High Volume Extraction, USACE, Cold Bay, Alaska (2006-2014) Responsible for the organization, mobilization and installation of materials for monthly repairs and upgrades for the HVE system in order to maintain system operation and increase energy efficiency for fuel product recovery from groundwater. Designed the treated water infiltration gallery system. Installed roof perimeter fall protection and supervised installation of spray foam roof coating. 538 20029-021 April 13, 2022 Jason Bickling Community Development Director City of Seward PO Box 167 238 Fifth Avenue Seward, Alaska 99664 Re: Abatement / Demolition and Removal Services Jesse Lee Home Seward, Alaska 99664 Chanee Order 3 Cost Proposal Dear Mr. Bickling, Please review and accept following proposal for the above -mentioned project. COLDFOOT ENVIRONMENTAL SERVICES, INC. 6670 Wes Way Anchorage, AK 99518-1575 (907) 770-9936 Phone (907) 770-9937 Fax www,coldfootenv.com Service Disabled Veteran Owned Item Description 0001 PCO 003 Additional Work Post Tank Removal $170,2332.18 0002 Previous Payment ($74,629.06) Total $95,603.11 ►nctuaes: 1. All work in accordance with Final Environmental Work Plan dated March 2022 by Kasteler Consulting. 2. One (1) mobilization and one (1) demobilization of personnel and equipment. 3. Up to 100 tons of contaminated soil. 4. Transportation and disposal from Seward, Alaska to a permitted hazardous waste TSD facility. 5. Per diem. 6. Post work submittals. Excludes: 1. Quantities or work not mentioned in the Final Environmental Work Plan. 2. Backfill and final grade. If you have any questions or require additional information, please contact me at your convenience. Respectfully yo Cuauhtem4 "Rod'Rodriguez President ASBESTOS • DEMOLITION • HAZARDOUS WASTE 539 CITY OF SEWARD, ALASKA Sponsored by: Meszaros RESOLUTION 2020-074 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, AUTHORIZING THE CITY MANAGER -1.0 ENTER INTO A CONTRACT WITH COLDFOOT ENVIRONMENTAL SERVICES INC. FOR THE HAZARDOUS MATERIAL REMON"AL, SALVAGE OF 'MATERIALS, AND SITE DEMOLITION, AT THE SITE OF THE JESSE LFE HOME LOCATED AT JESSE LEE HEIGHTS SU"BDIVISION, ADDITION NO. 4, LOT 15A AND 15B, CITY OF SEWARD, IN THE AMO[;NT OF FOR $484,940, PLUS A 10% CONTINGENCY, AND APPROPRIATING FUNDS WHEREAS, the City Cot[tldl directcxI the City Manager or his cicsiggicc to demolish the Jesse Lee Horne buildin&N and build a memorial to the: residents n11d staf t of the tac;iIitV �isirig reslicctfully remove salvageable wood and/or property features: and WHEREAS, the City Manager was authorized to execute a Request for Proposals (RFP) for the removal of hazardous material, site demolition, and construction of a memorial at the site of the Jesse Lee Horne; and WHEREAS, on Julv 28. 2020.. the City oC Seward advertised and then received bids for the demolition and hazardous material removal of the Jesse Lee Home located At Jesse Lee Heights Subdivision Addition No. 4 lot 15A and 15B City of Seward; and WHEREAS, at the July 27, 2020 meeting, the City Manager provided the scoring criteria and informed the Council of the RFP to provide abatement, demolition, and removal services; and WHEREAS, bids were opened on August 18, 2020 from two bidders. and WHEREAS, two (2) qualified proposals were received front professional contractors; five (5) City staff reviewed and scored the proposals on .august 18, 2020; Coldfoot Environmental Services Inc. scored the highest of the proposers with a bid price of S4,�4.940; and WIIEREAS, the: property is identified as Lots 15A and 1 5E3, Jesse Lee Home Heights Subdivision Addition No. 4 according to Plat 89-18, also kn(m n as the .Icsse I_cc I Ionle; and WHEREAS, on August 18, 2020, an Intent To A\yard 110tiCC tv',Ts issued ',tnd the Cite Of Seward Professional Services Agreement was signed by Coldfoot Environmental Services Inc. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: 540 CITY OF SEWARD, At.ASKA RESOLUTION 2020-074 Section i. The City Manager is hereby authorized to enter into the Professional Services Agreement with Colcifuot Em ironmental Services Inc. as attached hereto, in substantial form, in an amount not to cxcLvcl $5 3 3.4 34 f6r abatement, demolition, and removal services. Section 2. State grant fundic:, in the amOu171 of S 1.073.441.46 is hereby accepted to grant revenue account no. 80093-0000-4252. Section 3. Funding in the amount of $484,940 plus a 10% contingency of $48,494 totaling $533,434 is hereby appropriated to project contracted services account no. 80093- 0000-7009. Section 4. The contingency will only be Linlircd if required, by chan-e orclers to the scope of project, approved in writing in ad anec by the [ 'ity Manager or leis desiOnee. Section 5. The City Council hereby directs the C"its Manager or his designee to build a memorial to the resicicrats and staff" of the facility utiill.' respectfully reni cd sale a,,cahle wood and/or property features at a later date. Section C. This resolution shall take effect immediately upon adoption. PASSED AND APPROVED ley the City Council of the City of Seward, Alaska, this 20 day of August. 2010. Tile Chi is AYES: Crites, McClure, Osenga, Baclaan, Terry NOES: Seese ABSENT: None ABSTAIN: None ATTEST: `III#a II Is,, Brenda 1. Bal u, C •. pF 5 s, Cit Clerk .•• r, •N..••••.. '4 4-" (City Seal) �; �r�,i.� �� •`4 f o. SEAS, A---+I-. tirr OF I'ifteass s sus Agenda Statement Meeting Date: August 24, 2020 To: City Council Through: Scott Meszaros, City Manager Stephen Sowell, Assistant City Manager-56 From: Jackie C. Wilde, Community Development Director Agenda Item: A Resolution Approving Hazardous Material Removal, Site Demolition, And Construction of a Memorial at The Site of The Jesse Lee Home Located at Jesse Lee Heights Subdivision Addition No. 4 Lot 15A and 15B City Of Seward BACKGROUND & JUSTIFICATION: The City Council directed the City Manager or his designee to demolish the buildings and build a memorial to the residents and staff of the facility using respectfully remove salvageable wood and / or property features. On July 28, 2020, the City of Seward advertised for and received bids for demolition and hazardous material removal of the Jesse Lee Home located At Jesse Lee Heights Subdivision Addition No, 4 Lots 15A and 15B City of Seward Deadline for proposals was 3:00p.m. on August 17, 2020, the bids were opened on August 18, 2020 from two bidders Coldfoot Environmental Services Inc and Alaska Demolition. Two (2) qualified proposals were received from professional contractors; six (6) staff reviewed and scored the proposals on August 18, 2020, Alaska Demolition. Total Bid Price $777,485.00 Coldfoot Environmental Services Inc Total Bid Price $484,940.00 Coldfoot Environmental Services Inc scored the highest of the proposers with a bid price of S484,940. The amount of $484,940 was the lowest, responsive proposal and met the qualifications of the City. Coldfoot Environmental Services Inc was sent a letter of intent to award on August I8, 2020 and the City of Seward Professional Services Agreement was signed by Aspen Knight and is included with this resolution. For decades various failed attempts have been made to restore/ save the Jesse Lee Home but the two remaining buildings still sit vacant, neglected and deteriorated The City was awarded a Department of Commerce, Community, and Economic Development Grant in the amount of $1,073,441.46 to mitigate the Jesse Lee Home structure, to remove, dispose, and abate environmental hazards remaining on the property, including asbestos, underground fuel and / or other tanks, buildings, fencing and structures, and to respectfully remove salvageable wood and / or property features to build a memorial to the residents and staff of the facility. 342 INTENT: Award the Professional Services Agreement for remove of hazardous material removal, site demolition, site demolition, and respectfully remove salvageable wood and/or property features for a memorial to be built at a future date. CONSISTENCY CHECKLIST: Yes No NIA 1. Comprehensive Plan (document source here): X 2 Strategic Plan (Approved b�� Council Revolution 99-043): X Promote a safe community (Page 18 ) 3' Seward City Code: X Numerous section, of title 9. Health and Safety support this action, FISCAL NOTE: Funding for this project will come from the State of Alaska grant accepted via Council Resolution 2018-088 for the hazardous material removal, site remediation, and construction of a memorial at the site of the Jesse Lee Home. Remaining grant funds will be used to construct a memorial at a later date, but before State deadline of .tune 30, 2021. Approved by Finance Department ATTORNEY REVIEW: Yes No Not Applicable RECOMMENDATION: Council Authorize the City manager to enter into the Professional Services Agreement with Coldfoot Environmental Services, Inc. for the Hazardous Material Removal, Material Salvage, Site Demolition, At Jesse Lee Heights Subdivision Addition No 4 Lot 15a and 15b City Of Seward Resolution 2020-074 V-) I i3 CITY OF SEWARD P. O. Box 167 238 Fifth Avenue Seward, Alaska 99664 At►gust 18, 2020 Coldfoot Environmental Services Inc. 6670 Wes Way Anchorage, Alaska 99518 NOTICE OF INTENT TO AWARD Dear Cuauhtemoc Rodriquez, ConunmAy Development 907.224.4048 �i%i1dc@ci(yo1sm ard. nc t The City of Seward intends to award the Abatement I Demolition, salvage and Removal Services contract to your firm, Coldfoot Environmental Services Inc. Your bid of $484,940 and responsive proposal was the highest scoring proposal and your company meets the City of Seward qualifications. The "Intent to Award" is a notice of the City's intent, not a guarantee of award. The award of this contract is contingent upon receipt of the final documents listed below, and Seward City Council's approval, authorizing the City Manager to enter into an agreement with your company. This contract will be presented to the Seward City Council on Monday, August 24, 2020 at 7:00 p.m. in the Seward City Hall Council Chambers. Your attendance is welcome, though not mandatory. In preparation of presenting this contract for approval, please submit a copy of the signed contract via email to jwilde@ci!yofseward.net by 12:00 p.m. on Tuesday, August 18, 2020. Additional documents required must be received no later than 4:00 p.m. Monday, August 31, 2020: • Two original, signed copies of the Contract • Certificate of Insurance- with City of Seward as additional insured • Kenai Peninsula Borough Tax Compliance Certification • City of Seward Business License If you have any questions or concerns, please feel free to contact me via email, jwilde@61yofseward.net or by phone 907-224-4048. Sincerely, Jackie C. Wilde Community Development Director City of Seward, Alaska Emailed: August 18, 2020 Hard copy mailed: August 18, 2020 344 Professional Services for Abatement / Demolition, This AGREEMENT, made and entered into this 18`" CiTV OF SEWARD, a home rule municipal corpoi Borough and organized under the laws of the State of fi and COLDFOOT ENVIRONMENTAL SERVICE'. Contractor authorized to do business in Alaska, with oft Alaska 99518 hereinafter referred to as the "Contracto WITNESSET nt and Disposal Services Jay of August, 2020 by and between the tion located within the Kenai Peninsula aska, hereinaticr referred to as the "City" ice, a Demolition and Environmental ,cs located at 6670 Wes Way, Anchorage, WHEREAS, the City of Seward wishes to enter into it contract with an independent contractor- / firm to provide Salvage, Abatement / D rnolition Removal, and Disposal of all structures, trash and debris from two sites located at Je se Lee Heights Subdivision Addition No. 4 Lots 15A and 15B City of Seward; owned by the City�f Seward, located in Seward, Alaska; and WHEREAS, in response to a request for a proposal, Coldfoot Environmental Services Inc submitted a proposal asserting it is qualified to perform t iese services and able to do so in a timely manner; and NOW, THEREFORE, in consideration of the herein, the parties agree as follows: 1.0 DEFINITION l .l "Agreement" shall mean this Professions Exhibit A: Contractor's Removal and itual pronniscs and covenants contained Services Agreement, Including: al for Abatement / Demolition al Services dated AAtwas1 18, 2020, Exhibit B: Contractor's Ceiti�cate of Insurance 1.2 "Change Order" is an addition to, or redu Lion of, or other revision approved by the City in the scope, complexity, charact r, or duration of the services or other provisions of this Agreement. 1.3 "City" shall all mean the City of Seward, 1.4 "Contracting Officer" shall mcan Co Wilde, and include any successor or ai 1.5 "Project" sliali mcan the Abatement / -2020- -Page 1 of 8- 54S unity Development Director, Jackie C. rized representative. lition, Removal and Disposal of all structures, trash and debris two sites located at Jesse Lee Heights Subdivision Addition No. 4 Lots 15A and 15B City of Seward; owned by the City of Seward. 2.0 TERM OF AGREEMENT. This Agreement shall take effect upon execution. This Agreement shall remain in full force and effect until the Project has been completed and further, until all claims and disputes have been concluded. The work is considered complete when the City has found acceptable the finished product of all work describer! in Contractor's Scope of Scivices or changes thereto. This Agreement may be anlenderl only in writing and upon compliance with all applicable statutes, ordinances, and regulations. 3.0 FEES, Tile total fees shall not exceed $ 484,940.00 4.0 SCOPE OF SERVICES. The City and the Contractor have Igrceri upon the scope of work described in Exhibit A, to provide professional salvage, abatement / demolition, removal and disposal services based on standard industry practice. This Scope of Services can only be changed in writing pursuant to Section 26.0 of this Agreement. 5.0 SCHEDULE FOR COMPLETION. The schedule for completion for all work described herein shall be as described in Exhibit A. 6.0 PERSONNEL/ORGANIZATION 6.1 Key Personnel. Work and services provided by the Contractor will be pci-formed by: Cuauliternoc Rodriguez. 6.2 Changes in Key Personnel. The Contractor shall give the City reasonable advance notice of any necessary substitution or change of key personnel and shall submit justification therefore in sufficient detail to permit the City to evaluate the impact of such substitution on this Agreement. No substitutions or other changes shall be made without the written consent of the City. 7.0 STANDARD OF PERFORMANCE. Tile Contractor agrees to provide all required professional Iabor, material, equipment, tools, supervision, transportation, disposal costs and other amenities necessary to complete the project and any additions or changes thereto. The Contractor accepts the relationship of trust and confidence established between it and the City by this Agreement. The Contractor covenants with the City to furnish its best skill and judgment, and to further the interest of the City at all times through efficient business administration and management. The Contractor shall provide all services in a competent manner. It is understood that some of the services to be rendered hereunder require professional judgment and skill. In those cases, tale Contractor agrees to adhere to the standards of the applicable profession. - Coldfoot Environmental Services Inc Lots 15A and 1511 JIAI Subdivision Demo & Abatement - -2020- -Page 2 of 8- MAU 8.0 TIMELINESS OF PERFORMANCE. Time is of the essence in this Agrecinent. Contractor's failure to meet any such deadlines or required performance may adversely imperil other contractual obligations of the City. If the Contractor fails to meet the agreed upon schedule within Exhibit A, the Contractor shall pay as liquidated damages and not as penalty $200.00 per day for each day after January 2, 2021 the final site inspection for cither site remains unaccepted by the City. 9.0 COMPLIANCE WiTH LAWS. The Contractor shall be familiar with and at all times comply with and observe all applicable federal, state and local laws, ordinances, rules, regulations, and executive orders, all applicable safety orders, all orders or decrees of administrative agencies, courts, or other legally constitutul authorities having jurisdiction or authority over the Contractor, the City, or the service which may be in effect now or during; performance of the services. 10.0 INDEMNITY. The Contractor shall indemnify, defend, and hold harmless the City from and against any claim of, or liability for, negligent acts, errors, and omissions of the Contractor under this agreement, including attorney fees and costs. The Contractor is not required to indemnify, defend, or hold harmless the City for a claim of, or liability for, the independent negligent acts, errors, and omissions of the City. If there is a claim of, or liability for, a joint negligent act, error, or omission of the Contractor and the City, the indemnification, defense, and hold liarinless obligation of the Contractor, and liability of the parties, shall be apportioned on a comparative fault basis. In this provision, "Contractor" and "City" include the employees, agents, and Contractors who are directly responsible, respectively, to each. In this provision, "independent negligent acts, errors, and omissions of the City" means negligence other than in the City's selection, administration, monitoring, or controlling; of the Contractor, or in approving or accepting; the Contractor's work or the Contractor's sub -Contractors. 11.0 INSURANCE. The Contractor understands that no City insurance coverage, including Workers' Compensation, are extended to the Contractor while completing; the terms of this Agreement. The Contractor shall carry adequate (commercially reasonable coverage levels) insurance covering Workers' Compensation, general public liability, automobile, professional liability, and property damage including a contractual liability endorsement covering; the liability created or assumed under this Agreement. The Contractor shall not commence work under this Agreement or any work on any phase of the Project until the Contractor provides the City with certificates of insurance evidencing that all required insurance has been obtained. These insurance policies and any extension or renewals thereof must contain the following provisions or endorsements: City is an additional insured thereunder as respects liability arising out of or from the work performed by Contractor of City of Seward. b. City will be given thirty (30) days prior notice of cancellation or material alteration of any of the insurance politics specified in the certificate. - Coklfoot Environmental Services Inc lots 15A and 1513.11,11 Subdivision Denio & Abatement - -2020- -Page 3 of 8- 54 7 c. Insurer waives all rights of subrogation against City of Seward and its employees or elected officials. d. Tlie insurance coverage is primat-y to any comparable liability insurance carried by the City of Seward. Upon request, Contractor shall permit the City to examine any of tite insurance policies specified herein. Any deductibles or exclusions in coverage will be assumed by the Contractor, for account of, and at the sole risk of the Contractor. The minimum amounts and types of insurance provided by the Contractor shall be as set forth in Exhibit B, subject to revision at the City's request in order to provide continuously throughout the term of the Agreement a level of protection consistent with good business practice and accepted standard of the industry. 12.0 GOVERNING LAW. The laws of Alaska will deter nine the inteipretation, performance and enforcement of this Agreement. 13.0 OWNERSHIP OF WORK PRODUCTS. Payment to the Contractor for services hereunder include full compensation for all work products and other materials produced by the Contractor and its sub -Contractors pertaining to this Agreement. 14.0 PATENTS TRADEMARKS, AND COPYRIGHTS. The Contractor agrees to defend, indemnify, and save the City harmless from and against any and all claims, costs, royalties, damages and expenses of any kind of nature whatsoever (including attorneys' fees) which may arise out of or result from or be reasonably incurred in contesting; any claim that the methods, processes, or acts employed by the Contractor or its employees in connection with the perfonnance of services hereunder infringes or contributes to the infringement of any letter patent, trademark, or copyright. In case such methods, processes, or acts are in suit held to constitute infringement and use is enjoined, the Contractor, within reasonable time and at its own expense, will either secure a suspension of the injunction by procuring for the City a license or otherwise, or replace such method, process, etc., with one of equal efficiency, 15.0 NONWAIVER. No failure of the City or Contractor to insist upon the strict performance by the other of any of the tern7s of this Agreement or to exercise any right or remedy herein conferred shall constitute a waiver or relinquishment to any extent of its rights to rely upon such terms or rights on any future occasion. Each and every term, right, or remedy of this Agreement shall continue in full force and effect. 16.0 SAFETY/PERFORMANCE. The Contractor shall perform the work in a safe and workmanlike manner. The Contractor shall comply with all federal and state statues, ordinances, orders, rules, and regulations pertaining; to the protection of workers and the public from injury or damage, and shall take all other reasonable precautions to protect workers and the public from injury or damage. - Coldfoot Environmental Services Inc Lots 15A and 1519 JLH Subdivision Dcmo & Abatement - -2020- -Page 4 of 8- 548 17.0 SUSPENSION OR TERMINATION. 17.1 Fault Termination or Sus pension. This Agreement may be terminated by either party upon ten (10) days written notice if the other party fails substantially to perform in accordance with its terms. If the City terminates this Agreement it will pay the Contractor a sure equal to the percentage of work completed and accepted by the City that can be substantiated by the Contractor and the City, offset by any amounts owed to the City. However, within the ten (10) day Notice of Intent to terminate the party in default shall be given an opportunity to present a plan to correct its failure. 17.2 Convenience Sus pension or Tennination. The City may at any time terniinate or suspend this Agreement for any reason including its own ticeds or corlvcllierlcc. I1, the event of a convenience terillirlatiorl of suspension for more than six (6) months, the Contractor will be compensated for authorized services and authorized expenditures performed to the date of receipt of written notice of tonnirlation or suspension. No fee or other compensation for the unconlpletccf portion of the services will be paid, except for already incurred indirect costs which the Contractor call establish and which would have been compensated but because of the termination or suspension would have to be absorbed by the Contractor without further compensation. 17.3 Activities Subsequent to Receipt of Notice of 'rcrmination or Sus pension. Immediately upon receipt of a Notice of Termination or suspension and except as otherwise directed by the City or its Representative, tilt Contractor shall: a. stop work performed under this Agreement oil the date and to the extent specified in the Notice; and b. transfer title to the City (to the extent that title has not already been transferred) and deliver in the manner, at the times, and to the extent directed by the C,ity's representative, work in progress, completed work, supplies, and other material produced as a part of, or acquired in respect of the performance of the work terminated or suspended by the Notice. 18.0 EQUAL EMPLOYMENT OPPORTUNITY. The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, or because of age, physical handicap, sex, marital status, change in marital status, pregnancy, or parenthood when the reasonable demands of the position do not require distinction oil the basis of age, physical handicap, sex, marital status, changes in marital status, pregnancy, or parenthood. The Contractor shall take affirmative action required by law to ensure that applicants are employed and that employees arc treated during employment without regard to their race, color, religion, national origin, ancestry, age, or marital status. 19.0 NO ASSIGNMENT OR DELEGATION. The Contractor- may not assign, subcontract - Coldfoot Environmental Services Inc Lots 15A and 1511 J1,11 Subdivision Demo & Abatement - -2020- -Page 5 of 8- 549 or delegate this Agreement, or any part of it, or any right to any of the money to be paid under it without wr'ittell consent of the Contracting; Officer. 20.0 INDEPENDENT CONTRACTOR. The Contractor shall be an independent Contractor in the performance of the work under this Agreement, and shall not be all employee or agent of the City. 21.0 PAYMENT OF TAXES. As a condition of performance of this Agreement, the Contractor shall pay all federal, state and local taxes incurred by the Contractor and shall require their payment by any other persons in the performance of this Agreement. 22.0 PRECEDENCE AND DIVISIBILITY The provisions of this Agreement shall fully govern the services performed by the Contractor. If any term, condition, or provision of this Agreement is declared void or unenforceable, or limited in its application or effect, such event shall not affect any other provisions hereof and all other provisions sliall remain fully enforceable. 23.0 ENTIRE AGREEMENT. This Agreement contains the entire agreement between the parties as to the services to be rendered by the Contractor. All previous or concurrent agreements, representations, warranties, promises, and conditions relating to tine subject matter of this Agreement are superseded by this Agreement. 24.0 COMPLETION OF WORK TERM OF AGREEMENT. The Contractor shall pertorin all work in a timely fashion, and in accordance with the schedules included in this Agreement and Exhibits. 25.0 CLAIMS AND DISPUTES. Venue for all claims and disputes under this Agreement, if not otherwise resolved by the parties, shall be in the appropriate Alaska State court in Anchorage, Alaska, 26.0 CHANGES IN SCOPE OF WORK. 26.1 General. No claim for additional services not specifically provided in this Agreement will be allowed, nor may the Contractor do any work or furnish any materials not covered by the Agreement unless the work or material is ordered in writing by the Contracting Officer. preparation of Change Orders and design changes, due to errors and/or omissions by the Contractor, will be done at the sole expense of the Contractor. 26.2 Changes in Scope of Work. The City or its representative may, at any time, by a written Change Order delivered to the Contractor, snake changes to the scope of work, or authorize additional work outside the scope of work. 26.3 Compensation to the Contractor. If any Change Order for which compensation is allowed under this Article causes an increase or decrease in the estimated cost or, or time required for, the performance of any part of the work under this Agreement, - Coldfoot Environmental Services h e Lots 15A and 151131,11 Subdivision Demo & Abatement - -2020- -Page 6 of 8- 550 or if such change otherwise affects other provisions of this Agreement, an equitable adjustment will be negotiated. Such an adjustment may bc: a. in the estimated cost or completion schedule, or both; b. in the amount of fee to be paid; and c. in such other provisions of the Agreement as may be affected, and tine Agreement shall be modified in writing accordingly. 26.4 Any claim by the Contractor for adjustment under this section must be asserted within fifteen (15) days from the day of receipt by the Contractor orthe notification of change; provided, however, that the City or its representative, deciding that the facts justify such action, may receive and act upon any such claim asserted at airy time prior- to final payment under this Agreement. Failure to agree to any adjustment shall be a dispute within the meaning of Section 25.0 of this Agreement. 27.0 LIMITATION OF FUNDS. 27.1 At no time will any provision of this Agreement make the City or its representative liable for payment for performance of work under this Agreement in excess of the amount that has been appropriated by the City Council and obligated for expenditure for purposes of this Agreement. 27.2 Change orders issued pursuant to Section 26 of this Agreement shall not be considered an authorization to the Contractor to exceed the amount allotted in the absence of a statement in the change order, or other modification increasing the amount allotted. 27.3 Nothing in this Section shall affect the right of the City under Section 17 to terminate this Agreement. 28.0 PRIOR WORK. For the purposes of this Agreement, work done at the request of the City or its representative before execution of this Agreement shall be deemed to be work done after its execution and shall be subject to all the conditions contained herein. - Coldfoot Environmental Services Inc Lots 15A and 1511 d1.11 Subdivision Demo & Abatement - -2o2a- -Page 7 of 8- 351 29.0 NOTICES. Any notices, bills, invoices, or reports required by the Agreement shall he sufficient if sent by the parties in the United States mail, postage paid, to tlic address noted below: Jackie C. Wilde, Community Development Director City of Seward PO Box 167 Seward, Alaska 99664-0107 Cuauhtemoc Rodriguez President Coldfoot Envirrnv�re�rtul Sc�rricc�s, Inc. 6070 Wes Wav Anchorage, AK 99518 IN WITNESS WHEREOF, the parties have executed this Agreement. City of Seward By: Scott Mcszaros Title: City Manager Date: ATTEST: Brenda Ballou, MMC City Clerk (City sea]) Coldfoot Ett By: Cuauhtem, Title: Presiden Date: le 202_ cD - Coldfoot Environmental Services Inc Lots 15A and 158 31,11 Subdivision Demo & Abatement - -2020- -Page 8 of 8- hie. 352 Proposal Price Item Description 001 Hazardous Material Removal 002 Demolition 003 004 Option 1— Salvage Chapel* Option 2 — On -site Concrete Recycling Credit Price $ 138,300.00 $ 399, 200.00 Total $ 537,500.00 $ No Bid $ (52,560.00) Total $ 484,940.00 *Additional information is required. Based on rough estimates a new pavilion of equal size ranges from $175 to $200 per square foot. This includes labor, material, concrete pad, and lighting. Assume electrical service is already on premises. Coldfoot Environmental Services, Inc. 553 COLDFOOT ENVIRONMENTAL SERVICES, INC. PART ONE: NARRATIVE 1. COMPANY INFORMATION Established in 2001, Coldfoot Environmental Services, Inc. (Coldfoot) is a Hispanic -American, Service - Disabled Veteran owned Small Business (SDVOSB) specializing in asbestos abatement, lead abatement, hazardous materials remediation, demolition, painting, and renovation. Coldfoot is an S-Corporation with Corporate Headquarters based in Anchorage, Alaska and was the Small Business Administration's (SBA) 2012 Prime Contractor of the Year for both Alaska and SBA Region 10. Key to Coldfoot's success in executing its projects has been its commitment to safety, superior project coordination and execution, and communication with the client. "Experience. Reputation. Commitment. Through our work experience on private and federal installations, we have obtained a reputation that speaks for itself. We are committed to providing safe, innovative, and cost-effective solutions to all of our clients." DUNS: 014179779 CAGE: 3CNE6 SAM Registration Date: 11/22/2002 NAILS CODE DESCRIPTION SIZE 236210 Industrial Building Construction SDVOSB 236220 Commercial and Institutional Building Construction SDVOSB 238190 Other Foundation, Structure, And Building Exterior Contractors SDVOSB 238910 Site Preparation Contractors SDVOSB 541620 Environmental Consulting Services SDVOSB 561730 Landscaping Services SDVOSB 562910 Asbestos Abatement Remediation Services SDVOSB Coldfoot Environmental Response Part One - Narrative 1 1.1 EXPERIENCE & CAPABILITIES Coldfoot brings over 19 years of experience executing asbestos, lead, and other regulated materials (ORM(s)) remediation; demolition; painting; and renovation projects. After careful review of the "RFP for Abatement / Demolition and Removal Services" Coldfoot is confident, capable, and ready to perform its outlined scope of services. Coldfoot is an excellent candidate for this opportunity and is highly interested in assisting the City of Seward, Alaska by providing abatement, demolition, and removal of all structures, trash, and debris from 101 Benson Dr., 105 Benson Dr., Lots 15A & 15B, Block 4, Jesse Lee Heights Subdivision. Prior to its graduation from the SBA 8(a) program, Coldfoot was the prime subcontractor for the Elmendorf AFB Asbestos and Lead IDIQ contracts, later becoming the prime contractor self -performing all activities, for almost 10 years. This extensive history gives Coldfoot unparalleled expertise in planning, executing, and being intimately aware of the federal, state, and local regulations regarding hazardous materials abatement and remediation to include the Resource Conservation and Recovery Act (RCRA), Alaska Department of Environmental Conservation (DEC), National Emission Standards for Hazardous Air Pollutants (NESHAP), and the Occupational Safety and Health Administration (OSHA). Coldfoot is extremely knowledgeable with the unique working conditions of asbestos remediation in remote locations in Alaska. Coldfoot has the materials, equipment, personnel and experience necessary to meet the Government's requirements without the need for significant subcontracting or teaming. However, Coldfoot maintains business relationships with and provides sub -contracting opportunities to HUBZone, Women -Owned and 8(a) businesses when the need arises. Coldfoot does not foresee any major risk areas or need of other mitigation efforts to meet the requirements of this contract and possesses the experience, expertise, labor and equipment to fully perform to the highest standard of workmanship. The following matrix provides a cross-reference between the key work requirements included in our customer's projects and helps demonstrate the experience and capabilities we have in accordance with the REP scope of work. PAST PROJECTS REFERENCE MATRIX TASKS PAST PROJECTS EAST HIGH ER EMS NOAA 3RDSTREET SALVAGE X X X _ X _ HAZARDOUS MATERIAL REMOVAL X X X DEMOLITION X X DISPOSAL X X X X CONSTRUCTION MANAGEMENT X X X X CONCRETE X X ASBESTOS ABATEMENT X X X LEAD ABATEMENT X X CODE COMPLIANCE X X X X Coldfoot Environmental Response Part One - Narrative Z 355 PAST PROJECTS EAST HIGH SCHOOL SPORTS COMPLEX (EAST HIGH) Location: Anchorage, Alaska Owner: Anchorage School District ASD Project No.: 830715 Project Description: Work included asbestos abatement, lead abatement, mercury flooring removal, and other hazardous material removal to include, disposal. All work was performed in compliance with local, state, and federal regulations. EAGLE RIVER ELEMENTARY SCHOOL EARTHQUAKE RECOVERY (ER EMS) Location: Eagle River, Alaska Owner: Anchorage School District ASD Project No.: 200014 Project Description: Work included asbestos abatement, lead abatement, mercury flooring removal, and other hazardous material removal to include, disposal. All work was performed in compliance with local, state, and federal regulations. NOAA Location: Fox, Alaska Owner: U.S. Army Engineer District, AK Solicitation Number: W911KB19R0018 Project Description: Demolition of two buildings and antenna base located approximately 800 feet from each other on the same road. Demolish Transmitter Building and 9M Antenna located on FCDAS (Fairbanks Command and Data Acquisition Station). The Transmitter Building is approximately 987 SF. The Range Rate Building is approximately 2,501 SF. Both buildings contain hazardous materials to be removed prior to demolition. 3RD STREET WIDENING (3RD STREET) Location: Fairbanks, Alaska Owner: Department of Transportation Project Number: 0670001/Z625410000a Project Description: Demolish and dispose of existing structures adjacent to 3`6 street. Project work includes disconnecting and removing secondary utility services, removal of foundations, and removal of buried fuel tanks). Coldfoot Environmental Response Part One - Narrative EQUIPMENT AND VEHICLE LIST YEAR VEHICLE TYPE 2001 Chevrolet Express 3500 Service Truck 2003 Chevrolet Express 3500 Utility Van 2008 GMC Savannah 3500 Box Van YEAR ENCLOSED TRAILERS TYPE 2006 Haulmark 14'Trailer Scraper Trailer 2008 CarMate 24' Trailer Construction Trailer 2003 Haulmark 24' Trailer Guzzler Trailer 1998 Modec Decon Trailer Decontamination Trailer YEAR MEDIUM DUTY EQUIPMENT TYPE 2009 Genie 1930 Scissor Lift Aerial Manlift 2010 Genie Z60/34 Articulating Boom Lift _ Aerial Manlift 2000 Torbo M120 Wet Abrasive Blasting Unit Sandblaster 2011 Torbo XL130 Wet Abrasive Blasting Unit Sandblaster 2005 Stellar 6620 Crane Crane 2011 Sullair 375 Air Compressor Air Compressor YEAR SEMI -TRACTOR TYPE 1996 International Navistar Guzzler Truck Industrial Vacuum 2009 Peterbilt 367 Tractor Semi -Tractor 1999 Peterbilt 330 Water Truck Water Truck 1989 Kenworth W900T Semi -Tractor 1999 Kenworth T800 Semi- Truck 1992 Peterbilt 320 Fuel Truck YEAR HEAVY EQUIPMENT TYPE 2006 CAT 320CLU with hydraulic bucket/thumb Excavator 2015 Volvo EC380EL with hydraulic bucket/thumb Excavator 2017 Volvo EC700HR with hydraulic bucket/thumb Excavator 2008 CAT 303.5CCR with hydraulic bucket/thumb Excavator 2007 CAT H120CS hydraulic hammer Excavator Attachment 2013 BTI 2589 hydraulic hammer Excavator Attachment 2007 Allied Gator MT205-1 hydraulic shear Excavator Attachment 2017 Allied Gator MTR40 & MTR90 hydraulic shear Excavator Attachment 2006 CAT TH580 Telehandler Forklift 1972 CAT D7F Bulldozer Bulldozer YEAR TRAILERS TYPE 2008 Sidumpr SDR325 Side Dump Side Dump Trailer 2014 Clement Monstar 89CY End Dump End Dump Trailer 2009 C&B Dump Trailer End Dump Trailer 2013 CD17 2-Axle Converter Dolly Converter Dolly 2005 TrailMax TRD54T Tilt -Bed Tilt -Bed Trailer 1998 Aspen 60-ton Lowboy Trailer Lowboy Trailer Coldfoot Environmental Response Part One - NarratUT 2. CLIENT REFERENCES In this section, we have included two client references and project information where similar work was performed for each client as will be expected in the scope of services. PHASE 2 - AVTEC THIRD AVE DORM REPLACEMENT GENERAL PROJECT INFORMATION Type of Project: Demolition Coldfoot Environmental Services, Inc. Contractor: Contractor Type: Subcontractor Project Location: Seward, Alaska Project Amount: $232,054.00 Project Start Date: 3/2013 Project End Date: 4/2014 Owner: State of Alaska Department of Transportation Point of Contact: Mike Selhay SPECIFIC PROJECT DETAILS: Building Use: 80-Room Dormitory Building Type: Wood Frame on Concrete Foundation Building Size: 28,000 SF Building Levels: 2-Story plus Crawlspace Asbestos Present: Yes; Asbestos was removed prior to demolition. Scope of Work Established traffic control plan and haul routes to eliminate congestion and improve safety measures. Erected temporary fencing and appropriate signage to demarcate work areas. Coordinated all utility disconnects to include communication, electrical, sewer, storm, and water with the general contractor, private trades, and City departments. Structure was demolished from south to north to keep unpredictable high winds from blowing building debris to the surrounding schools, businesses, and roads. General debris was loaded and hauled to the nearest landfill 200 miles away. Concrete foundation and asphalt pavement was separated and recycled locally. Steel and other non-ferrous metals were recycled. Site was rough graded for future construction of a new dormitory. Despite the freezing temperature, blizzard conditions, and long hauls, the project was an overall success with zero accidents and on schedule_. _ Work Subcontracted: Air Monitoring Overall Evaluation: Excellent Terminated: No Liquidated Damages: No CLIENT REFERENCE Company Name: Cornerstone General Contractors, Inc. Company Representative: Mike Quirk, Vice President Telephone Number: 907-561-1993 Email: mquirk@cornerstoneak.com Coldfoot Environmental Response Part One - Narrathip AVIATION PARK COMPLEX GENERAL PROJECT INFORMATION Type of Project: Demolition Contractor: Coldfoot Environmental Services, Inc. Contractor Type: Subcontractor Project Location: Anchorage, Alaska Project Amount: $340,658 Project Start Date: 6/2013 Project End Date: 7/2013 Owner: MasterPark LLC Robby Capps Point of Contact: SPECIFIC PROJECT DETAILS Building Use: Army National Guard Armory J Building Type: CMU Frame on Concrete Foundation Building Size: 29,000 SF Building Levels: 2-Story Asbestos Present: _ Yes; Asbestos was removed prior to demolition. Scope of Work Established traffic control plan and haul routes to eliminate congestion and improve safety measures. Erected temporary fencing and appropriate signage to demarcate work areas. Coordinated all utility disconnects to include communication, electrical, sewer, storm, and water with the general contractor, private trades, and City departments. Structure was demolished from south to north to allow the civil subcontractor to begin excavation for new underground utilities. Demolition was confined to the building footprint to accommodate hauling and excavation activities. Dust control was extremely important. We had to assure building debris did not blow into the active taxiway at Lake Hood Seaplane Base. General debris was loaded and hauled to the local landfill. Concrete and asphalt pavement was separated and recycled on -site utilizing a mobile crusher. Recycled aggregate was crushed to 3-inch minus and utilized as backfill for the new construction. Steel, rebar, and other non-ferrous metals were recycled. Site was rough graded. No landscaping was required as the site was transformed into the new airpark. Coordination and phasing were key elements in order to maintain the aggressive project schedule. The project was an overall success with zero accidents and on schedule. Work Subcontracted: Air Monitoring, Crushing Overall Evaluation: Excellent _..__._._ Terminated: No Liquidated Damages: 1 No u CLIENT REFERENCE Company Name: F&W Construction Company, Inc. Company Robby Capps, Owner Representative: Telephone Number: 907-248-366 Email: rcapps@fwalaska.com Coldfoot Environmental Response Part One - Narrative 351P 3. WORK PLAN Please see the attached schedule for reference. Mobilization Hazmat: Hazmat personal and equipment will mobilize from Anchorage, Alaska with two (2) utility vans, one (1) industrial vacuum► truck, and one (1) mobile decontamination trailer. Hazmat personnel will demarcate the work areas, establish egress routes, and isolate all slip, trip, and fall hazards. Power and water will be establish to begin erecting hazmat containments. Confirmation of the hazmat survey and additional sampling and analysis to will completed. Hazmat personnel will use an industrial vacuum truck equipped with HEPA filtration to collect all loose debris i.e. asbestos flooring, pipe insulation, and woody debris. The truck will auto load debris into a 1-cubic yard super sack via a self- contained hopper. All other asbestos removal will be completed under negative pressure containments, glovebag systems, and wrap/cut methods. All work will be in accordance with local, state, and federal regulation. Transportation and disposal will completed using 40-cubic yard roll -off containers. Asbestos debris will be transported to Anchorage Regional Landfill. Other regulated material (ORM) will be contained, labelled, and transported to US Ecology. Mobilization Demolition: Demolition personnel and equipment will mobilize from Anchorage, Alaska with the following equipment: Volvo 380 excavator with bucket and thumb Allied Gator MT-40 concrete crusher Caterpillar 320 excavator with bucket and thumb Caterpillar HC-120 hydraulic breaker Peterbilt 330 water truck Peterbilt 365 semi -tractor Aspen 60 ton lowboy trailer SiDumper 3225 side dump trailer Clement Monstar 89cy end dump trailer Demolition personnel will arrange site utility locates, protect permanent structures, establish haul routes, and traffic control. Demolition personnel will inspect, salvage, and store miscellaneous artifacts and structures. Demolition will begin with all above grade structures and proceed with below grade foundations. Hydraulic excavators equipped with a bucket and thumb and a 4,000-gallon water truck will be used during demolition activities. The east and west arcades will be demolished first to allow space between Balto Hall and Goode Hall. Depending on Hazmat personnel, demolition will proceed to Jewel Guard Hall and work through Goode Hall. Fuels tanks inside Balto hall will be removed and recycled prior to demolition. Concrete identified as contaminated will be marked, separated, and removed with the foundation. All construction and demolition debris will be transported and disposed of at Anchorage Regional Landfill. Concrete will be transported and disposed of at AS&G Sand Lake Pit. As a price option and cost savings measure, Coldfoot would like to propose that all clean concrete be crushed and used as backfill onsite. Coldfoot excavators are all equipped with hydraulic breakers and crushers that can reduce the concrete while separating the any rebar. Coldfoot has been successful with this approach where landfills and hauling rates are significantly higher than normal. Grading: All disturbed areas and building footprints will be rough graded to match the existing contours. Abrupt edges and holes will be blended and sloped. Coldfoot Environmental Response Part One - Narrate 7 4. STATEMENT OF CITY COMPLIANCE Coldfoot will acquire and maintain all permits and licenses necessary for the performance of the services, including a City of Seward business license and Demolition Permit. 5. STATEMENT OF INSURANCE COMPLIANCE Coldfoot will maintain in good standing with the insurance requirements described in the sample contract provided in the "Request for Proposal for Abatement / Demolition and Removal services". 6. STATEMENT OF CONFLICT OF INTEREST Coldfoot nor any individual providing the services, does not have a possible conflict of interest. 7. ADDENDUMS ACKNOWLEDGED Coldfoot hereby acknowledges the receipt of Addendums No. 1, 2, & 3. Signed, Cuauhtemoc Rodriguez President Coldfoot Environmental Services, Inc. Attachments: Evidence of Insurance Alaska Contractors License Alaska Business License MOA Contractors License 1-7 Date Coldfoot Environmental Response Part One - Narrative 361 N H O 4 O (O w lL F p F bIj cli WI r CL U) U d c i � O w F- m E a� • m � x x ev w w ❑ N N E R z i 7 O N C 0 O N Cp E r O 0) CA ftl U a o � L0 � R N v 0- v Lo v, m 0 (D E O O O O O O O O O O O p O O O O O O N N N N N N N N N N N N N N N N N 0) 0) N 6 O6 O iV Lf) O) V N (D M VZ�` U) a N M d) M W C N 'C 0 G) N O N 7 C C C C _0 0 'O C LLti H H h h I - Fn F 0 O O O O O p p p O O O O O O O O O N N N N N N N N N N N N N N N N N a O) fit O) Li? O) iZ4 r [V CD r V N N N N d R 7 0 7 R LL 7 7 LL C CO 0 t T In f`• N N N N U) 0 0 M O O 0 0 T O C m;,mmmmN �ommmmm0-00 r R v o a o ro 'a-0-0 -L3 'D -0 r v M 16 CO tO N LO N CO O O N O N N to �tl J C1 Y m .0. O co F u1 n- m ro 0 _ _ N R -0 — y 2 N CO LC O f0 R 7 =U y za C c ,m ,l NpNC 'Lo = NC O0) %7 RaVl m Oco N O cc�Omw woN(7 y E�C E R zlix LLo', 0o 2 a^ C4 00 p c N O O r N M V LO (O tv CO U) O .r N T LP � ri O R — a`❑ 562 563 Client#: 144099 COLDENVII ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE 4103/2lDDlYYYY) /03/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER Propel Insurance Seattle Commercial Insurance 601 Union Street, Suite 3400 CONTACT Rainey Lindholm nHONr o, Ext : $00 499 0933 c Ne : 866 577-1326 DRESS: raney.lindhofm@propelinsurance.com a l Seattle, WA 98101-1371 INSURER(5) AFFORDING COVERAGE NAIC # Starr Sur lus Lines Insurance Company INSURER A : P P Y 13604 INSURED Coldfoot Environmental Services Inc 6670 Was Way Anchorage, AK 99518 INSURER B : Starr Indemnity & Liability Company 38318 INSURER C : Great American Insurance Company 16691 INSURER D : NCCI INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF MM1DDNYYY 04/01/2020 POLICY EXP {MMlDD1YYYY) 04/0112021 LIMITS EACHOCCURRENCE$1,000000 PRENMSESOEaoNccTurence A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FXIOCCUR BI/PD Ded:5,000 1000065528201 $1,000,000 X GFN'L MED FXP (Anyone person) $5,000 PERSONAL & ADV INJURY $1,000,000 $2,000,000 AGGREGATE LIMIT APPLIES PER: POLICY I XI JJECOT F� LOG OTHER, GENERAL AGGREGATE PRODUCTS - COMPIOPAGG $2,000,000 $ B AUTOMOBILE X X X LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOS ONLY Ix AUTOS NON -OWNED AUTOS ONLY rive Oth Car SISIPCA08326720 Hired Auto Physical Damage 4101 /2020 Comp De p Coll Dad 04/01/2021 $250 $1,000 EDt COMBINED COMBINED SINGLE LIMIT $1,000,000 BODILY INJURY (Per person) $ BODILY INJURYPer awidenl ( ) $ PROPERTY Per accident $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE 1000336451201 0410112020 04/01/2021 EACH OCCURRENCE s4,000,000 AGGREGATE s4,000,000 OEO I I RETENTION$ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITYIER ANY PROPRIETORIPARTNERJEXECUTIVE YIN OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N 1 A 50210081 Alaska 0410112020 04/0112021 X IsPTEARTuTE OTH- E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE --- $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 C Leased Rented Equipment Scheduled E ui t MAC613367220 See Below 4/01/2020 04/0112021 $250,000 Limit $2,500 Dad DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES JACORD 101, Additional Remarks Schedule, may be attached if more space is reclulmd) The General Liability, Auto Liability policies include a blanket automatic additional insured endorsement that provides additional insured status only when there is a written contract between the named insured and the entity that requires such status. RE: Evidence of Insurance Coverages and Endorsements. CLLAk Evidence of Insurance I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1968-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4083490IM4078866 564 JMT00 POLICY NUMBER: 1000065528191 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following. COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Dame Of Additional Insured Person(s) Or Location(s) Of Covered Operations Organization s): Where Required By Written Contract Where Required By Written Contract Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II - Who Is An Insured is amended to 1. include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the iocation(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 10 04 13 C Insurance Services Office, Inc., 2012 565 Page 1 of 1 POLICY NUMBER: 1000065528191 COMMERCIAL GENERAL LIABILITY CG 20 33 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II -- Who Is An Insured is amended to include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. CG 20 33 04 13 B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. © Insurance Services Office, Inc., 2012 Page 1 of 2 566 2. "Bodily injury" or "property damage" occurring after: a. b. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the Page 2 of 2 same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III • Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement you have entered into with the additional insured; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. O Insurance Services Office, Inc., 2012 CG 20 33 0413 561F POLICY NUMBER: 1000065528191 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or I Location And Description Of Completed Where Required By Written Contract I Where Required By Written Contract Information real ired to comolete this Schedule, if not shown above, will be shown in the Declarations. A. Section 11 -- Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard", However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: if coverage provded to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 Oc Insurance Services Office, Inc., 2012 568 Page 1 of 1 { t Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 Primary and Noncontributory, Additional Insured and Waiver of Subrogation Policy Number: 1000065528191 Effective Date: April 1, 2019 at 12:01 A.M. Named Insured: Coldfoot Environmental Services, Inc. This endorsement modifies the insurance coverage form(s) listed below that have been purchased by you and evidenced as such on the Declarations page. Please read the endorsementand respective policy(ies) carefully. Commercial General Liability Coverage Farm Owners and Contractors Protective Liability Coverage Form Products/Completed Operations Liability Coverage Form Contractors Pollution Liability Coverage Form Professional Liability Coverage Form Site Pollution Liability Coverage Form SCHEDULE Where Required By Written Contract A. SECTION III - WHO IS AN INSURED is amended to include as an insured the person or organization shown in the schedule of this endorsement, but only with respect to liability arising out of "your work" for that insured by or for you. B. As respects additional insureds as defined above, this insurance also applies to "bodily injury" or "property damage" arising out of your negligence when the following written contract requirements are applicable: 1. Coverage available under this coverage part shall apply as primary insurance. Any other insurance available to these additional insured's shall apply as excess and not contribute as primary to the insurance afforded by this endorsement. 2. We waive any right of recovery we may have against these additicnal insured's because of payments we make for injury or damage arising out of "your work" done under a written contract with the additional insured. 3. The term insured is used separately and not collectively, but the inclusion of more than one insured shall not increase the limits or coverage provided by this insurance. Insureds and Agents are advised that certificates of insurance should be used only to provide evidence of insurance in lieu of an actual copy of the applicable insurance policy. Certificates should not be used to amend, expand or otherwise alter the terms of the actual policy. All other terms and conditions of this Policy remain unchanged. Signed for STARR SURPLUS LINES INSURANCE COMPANY Charles H. Dangelo, President Nehemiah E. Ginsburg, Generai'Counsel 5L 023 (06111 Page 1 of 1 Copyright O C. V. Starr &Company and stay Surplus Lines Insurance Compeny All rights reserved. Includes copyrighted material of ISO P les, Inc., used with its permission. _ I Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 Amendment of Limits of Insurance (Per Project or Per Location Aggregate Limit) Policy Number: 1000065528191 Effective Date: April 1, 2019 at 12:01 A.M. Named Insured: Coldfoot Environmental Services, Inc. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Your policy is amended to include either a Per Project General Aggregate Limit, a Per Location General Aggregate Limit or a Per Project and Per Location General Aggregate Limit, Please select only one of the following: 1. [ X ] Per Project General Aggregate Limit $ 2,000,000 2. [ ] Per Location General Aggregate Limit [ ] Per Project and Per Location General Aggregate Limit [ ] Overall Policy Aggregate Limit II. SECTION III — LIMITS OF INSURANCE, is amended to include the following: 1. The Limits of Insurance and the rules below fix the most we will pay regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits''. 2. The General Aggregate Limit is the most we will pay for the sum of: a, Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of 'bodily injury" or "property damage" included in the products -completed operations hazard"; and c, Damages under Coverage B. 3. Persons or organizations making claims or bringing "suits". 4, The Products -Completed Operations Aggregate Limit is the most Sve will pay under Coverage A for damages because of "bodily injury" and "property damage" included in the "products -completed operations hazard". 5. Subject to 2 above, the Personal and Advertising Injury Limit is the most we will pay under Coverage B for the sum of all damages because of all "personal and advertising injury" sustained by any one person or organization. 6. Subject to 2 or 3 above, whichever applies, the Each Occurrence Limit is the most we SL 739 AK (07111) Page 1 of 3 Copyright O C. V. Starr & Company and Starr Surplus l,J,lnsurance Compang. All rights reserved. Includes copyrighted material of ISO Prope ne., used with Its perrrission. h Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 will pay for the sum of: a. Damages under Coverage A; and b. Medical expenses under Coverage C because of all "bodily injury" and "property damage" arising out of any one "occurrence". 7. Subject to 5 above, the Damage to Premises Rented to You Limit is the most we will pay under Coverage A because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, while rented to you or temporarily occupied by you with permission by the owner. 8. Subject to 5 above, the Medical Expense Limit is the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person. 9. Subject to 2, 4, 5, 6, and/or 7 above, the Per Project Aggregate Limit is the most we will pay under Coverages A, B, and C combined for the sum of: a. Damages under Coverage A; b. Damages under Coverage B; and c. Medical expenses under Coverage C arising out of the any single Location described above. 10. Subject to 2, 4, 5, 6, and/or 7 above, the Per Location Aggregate Limit is the most we will pay under Coverages A, B, and C combined for the sum of: d. Damages under Coverage A; e. Damages under Coverage B; and. f. Medical expenses under Coverage C arising out of the any single Location described above. 11. The Overall Policy Aggregate is the most we will pay in any policy period regardless of number of projects or locations. The Limits of Insurance of this Coverage Part apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. III. The Limits of Insurance shown in the Declarations are deleted in their entirety and replaced by the Limits of Insurance set forth below. Limits of Insurance General Aggregate Limit $ 2,000.000 Each Occurrence Limit $1,000,000 Products -Completed Operations Aggregate Limit $ 2,000,000 Personal & Advertising Injury Limit $1,000,000 Damage to Premises Rented to You $ 50,000 Medical Expense Limit $ 5,000 Overall Policy Aggregate Limit Capped At $10,000,000 IV. SECTION V — DEFINITIONS: is amended to include the following: SL 739 AK (07111) Page 2 of 3 Copyright © C. V. Starr & Company and Starr Surplus insurance Company. All rights reserved. includes copyrighted material of ISO Pro e , Inc., used with Its permission. *Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 23. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway, or right-of-way railroad. All other terms and conditions of this Policy remain unchanged. Signed for STARR SURPLUS LINES INSURANCE COMPANY ( -1 �+ Charles H. Daflgelo, President Nehemiah E. Ginsburg, Genera Counsel 5L 739 AK (07111) Page 3 of 3 Copyright © C. V. Starr & Company and Starr Surplus Lines Insurance Company, All rights reserved. Includes copyrighted material of ISO Properties, Inc., used with its permission. 572 License #: CO2/201STATE OF ALASKA Effective: 12/22/2018 Expires: 12/31/2020 Department of Commerce, Community, and Economic Development Division of Corporations, Business, and Professional Licensing Regulation of Construction Contractors and Home Inspectors Licensee: COLDFOOT ENVIRONMENTAL SERVICES INC License Type: General Contractor Without Residential Contractor Endorsement Status: Active Doing Business As: COLDFOOT ENVIRONMENTAL SERVICES INC Note 6/19/06 UPGRADED FROM SPECIALTY TO GENERAL CONTRACTOR WITH LIMITED RESIDENTIAL Commissioner: Julie Anderson Relationships Designations LoiationType License p LicenseType OwnerslEnlities Nam®s/OBA Type Group No relationships found. No designations found. COLDFOOT ENVIRONMENTAL- SERVICES 6670 Wes Way Anchorage, AK 99518-1575 Wallet Card State of Alaska Department of Colnnrerce, Community, And l.cononue Development Division ofCorporalions, 13usincss, and Professional Licensing. Regulation of Construction Contractors and Home Inspectors COLDFOOT ENVIRONMENTAL SERVICES INC DBA: COLDFOOT ENVIRONMENTAL SERVICES INC As General Contractor Without Residential Contractor Endorsement l.ieeasc I:ffcclivc Expires CONF:28218 12112/201A 12/31/2020 379 a 0 Q C CD E CL O N c.� O C O V W C f6 E O U v E O O C t m CL d ❑ td R!? zo U J C p O co U r m o CO IL m � Y G Q is vi c O N C C im (O O 00 c o O r X am o O U � O C O .Lo rl- L(j Ob U) Y Q L1gJ L.0 Q U Z Q Q U) W7 7 (0 -D 0 `v a Z O w W U � E W O U J U H � Z O W O O a) Q C Z a uj U1 O r LL T J _0 O c U a on N N c CO 'u> N D O U O � o •� O .� 0 3 N O (0 Co co O7 C l0 w L 3 cn O� r � c ._� C o � � U c(f Q7 O y O Q1 G G O N G � � O O U _0 0 w O �: a co C — m O 07 7 O (n U E O Q N c a0) O C N C cu a a .m =-o 0 V) O O O � � G O n Q � y 7 E ow U)-F- N C N$ N C N O 'O � ,N U U O Q E 0 E N N m E :Ec0i H = O ~ci U 00 00 N Z O U CD W CD LO z 4 U 0 CL c co 0V) a Q Y.. :t U) o . a) C� Q �0 �° a, w ❑ o Z o O ti U C) z U) 00 w U0 �- bid �/�/-� L Q +� ca w 11J Q w o U N Q c D m z O cD Q E z z O C) O g� Q U) 'U) z w (1) w O c 0 O LL c� 0 �, Q. ® oN U w N U. U) 4.0 z ttii ~ z c w z x as w z 375 Resolution 2022-100 Safe Streets and Roads for All Grant Documents: • Agenda Statement • Resolution 2022-100 • Attachments: o XXXX 576 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Jason Bickling, Community Development Director Agenda Item: Resolution 2022-100: Approving the City's Participation in the Borough - Wide Safe Streets and Roads For All Grant And Appropriating Funds in the Amount Not to Exceed $10,541 Background and justification: The Kenai Peninsula Borough Planning Department has reached out and coordinated an effort with KPB Communities to apply for the Safe Streets and Roads For All grant. This grant, if approved, would create an eligible safety plan for the Borough and each participating community, including Seward. This safety plan would address a number of community project needs and is supported by the 2030 Comprehensive Plan. The intended scope of the grant would be to review all of the drivable surfaces on the Kenai Peninsula and identify concerns and develop a safety plan to address those concerns. Having this plan in place opens up federal funding opportunities that are otherwise unavailable to the state, Borough, or respective municipalities. It makes sense to apply as a larger group as it is less work for each community, we share roads, and the amount of investment for each community is decreased. City Administration is requesting official City Council approval to participate with the Borough and other communities and approve the cost for our portion of the funding. The suggested project budget from ADOT is approximately $1.2 million, with $960,000 in grant funds and there will be a minimum match of about $240,000 combined total from the participating communities. The cost distribution for the required match investment by each community was determined by taking the allocation by mileage of roads for each community and allocation by population for each community and averaging the two numbers. equal weight to each mileage and population Match by mileage Match by population KPB 180,786 $204,105 $157,468 Kenai 21,449 $12,420 $30,478 Soldotna 12,420 $6,994 $17,845 Seldovia 735 $765 $703 Homer 17,110 $11,255 $22,965 Seward 7,500 $4,462 $10,541 Tota 1 240,000 The match from the communities can be cash or in -kind and the City Manager is budgeting for the cash until the in -kind possibilities are known. 577 The types of grants available from having this safety plan in place are generally used to create safer roads for all user groups, but primarily pedestrians and cyclists. This is accomplished through work such as extending and enhancing sidewalks, bike lanes, signage, and arterial road improvements. The comprehensive federal list of categories is linked below. Proven Safety Countermeasures I Federal Highway Administration - Safety I Federal Highway Administration (dot.aov) Specific Seward Comprehensive Plan Priorities that can be addressed through applicable grants: 2.2.10.1 Traffic Management - Develop a transportation plan for Seward - Designate truck and bus routes to minimize traffic in residential neighborhoods. - Support enhanced public transportation throughout the community 2.2.12.3 Road Construction - Support Adequate funding to maintain safe roads year round - Support forward funding for major road repairs and upgrades - Enforce sight triangles at major intersections to improve traffic and pedestrian safety - Work with the Alaska Railroad Corporation to improve local railroad crossings 2.2.12.4 Sidewalks, Bike Paths, and Rights of Way - Approve a sidewalk and pathway policy to enhance pedestrian mobility and safety - Support efforts to maintain the integrity of the waterfront bike path - Support efforts to extend the bike path out the Seward Highway - Extend boardwalk to the South Harbor Uplands - Support reconstruction of the Benny Benson Lagoon boardwalk 3.4.2 Expand and maintain existing sidewalks and the multi -purpose trail system in order to provide safe, fully accessible, pedestrian pathways throughout the city. - Develop an improvement plan for safe pedestrian and vehicular traffic articulation, including sidewalk extensions and year-round maintenance of pedestrian pathways - Support the construction of sidewalks throughout the community - Connect schools and residential areas through the development of safe public rights of way, sidewalks and trails - Support the construction of a pedestrian and bike paths within the community If approved, the list of participating communities will go before the Borough Assembly for approval to apply and be funded on September 16. If successful with the grant application and a safety plan is developed, City Administration will be pursuing USDOT grants for a number of projects. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 2.2.12.1, 2.2.12.3, 2.2.13 Strategic Plan: Other: 3.4.2 578 Certification of Funds Total amount of funds listed in this legislation: $ 10,541.00 This legislation (✓): Creates revenue in the amount of: $ x Creates expenditure in amount of: $ Creates a savings in the amount of: $ Has no fiscal impact Funds are (✓): Budgeted Line item(s): X Not budgeted Not applicable 10,541.00 Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): x General SMIC Boat Harbor Parking Motor Pool Other Electric Wastewater Water F1 Healthcare Unassigned Fund Balance*: $ 5,405,940.93 Available Unrestricted Cash Balance*: $ 7,988,191.37 Finance Director Signature: Attornev Review RYes Attorney Signature: X Not applicable Comments: e✓ Adopt Resolution Other: Administration Recommendation *unaudited numbers 579 Sponsored by: Bower CITY OF SEWARD, ALASKA RESOLUTION 2022-100 A Resolution Of The City Council Of The City Of Seward, Alaska, Approving The City's Participation In The Borough -Wide Safe Streets And Roads For All Grant And Appropriating Funds In The Amount Not To Exceed $10,541 WHEREAS, the Kenai Peninsula Borough has invited Seward and other Borough communities to collaboratively apply for the Safe Roads For All grant; and WHEREAS, collaboratively applying will decrease the workload and cost for each participating community; and WHEREAS, if successful, this would create an eligible safety plan that will open opportunities for US Department of Transportation (USDOT) grant funding that would not be accessible otherwise; and WHEREAS, the City of Seward needs additional funding to meet a number of its transportation goals and objectives; and WHEREAS, the grant funding opportunities are aligned with the 2030 Seward Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The City Manager is authorized to enter into a collaborative grant effort for the Safe Streets and Roads for All grant with the Kenai Peninsula Borough and other communities in the amount not to exceed $10,541. Section 2. Funding in the amount of $10,541 is hereby appropriated in the General Fund unassigned Fund Balance account number 01000-0000-3400 to the Streets Operations Contracted Services account no.01000-1310-7009. Section 3. This resolution shall take effect immediately upon adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 12th day of September, 2022. 580 (l)-c - Q 4- D V) V) O cn 4 - > D O N N LE 5 O +-' N O O O L � L O E + Q > Q � O — � O iii p 4 -� vi O Q O - 4- N 1 'O 4 -� E O� Z � � N O 4 - - O- cn O +, O O O •+-• V_ -0 Q� Qc O N � `- O -0 4 - E ::) � O O O V) 4- V) 4 - 4- N 'FJ5 O N N v � � Q O a Q O 0 LL O Q - Z 4O -c O N O 4- V) Q Q � O O cn L o +, O 4- O O O N N --1 O 0 V V � � O0 4- O O Q .L V) M Y W U) W LL J w D o 0 CD CD O I O L6 L6 N C6 LO 0 c 0 co C o c co 0 a `o 0 0 O N L O Q c O c o O � a Q Q Q C3 Q EJ Q o 0 7 > E a � 0 C) C) N �y`TQ T Aa CV 0 M �t co LO c 0 a 0 Q C a 0 Cc C a Q �� N V). M c O V 0 0 z 0 0 0 0 0 N V). 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Our intended scope would be to cover all of the drivable surfaces on the Kenai Peninsula. Having said plan in place opens up federal funding opportunities that are otherwise unavailable to the State, Borough and your respective municipality. The KPB's assessment is that this opportunity has great potential for excellent return on the required investment in time and money to develop this plan. After discussion with ADOT, the suggested project budget would be in the —$1.2M range, —$960k in grant funds and it appears there would be a minimum match of —$240k which can be in -kind and direct cash contributions. We are still sorting out some of the financial details and will know more when we meet. As a first cut, using GIS we estimated the drivable surfaces within each jurisdictional area and could use that as the a proxy for match contribution from each local govt. Frankly, while simple, this one is a bit of a tough sell here at the Borough, so we used population as the basis for sharing the match burden and came up with a second and our preferred method. Tables included below. As well as some attached initial draft language in development for the grant. After discussions with some of you it seems as though August 10th at 9AM will work for a quick zoom call to go over the mechanics of the grant, how will the KPB apply, how will we ensure each municipality is represented, discuss the matching obligations and the 300 word "intent to apply" submittal, due 9/15. Anything else that you would like to have on the agenda? Unless I hear otherwise there will be a follow-up email with a zoom link invite by Thursday. If your administration needs to seek legislative approval, it would be timely to schedule this for the next opportunity such that we have everything in place for the submittal. It would be ideal if we can have a representative from each local govt. on the zoom call, which I expect will last less than 1 hour. Thanks for your time and consideration, Robert Ruffner KPB Planning (907) 714-2201 584 Road mile match allocation Jurisdiction Sum of Miles percentage Min. Match obligation KPB 1628.5 85.0% 204,105 Kenai 99.1 5.2% 12,420 Soldotna 55.8 2.9% 6,994 Seldovia 6.1 0.3% 765 Homer 89.8 4.7% 11,255 Seward 35.6 1.9% 4,462 total 1914.9 Match 240,000 Population Based match allocation Min. Match Jurisdiction Population Percentage obligation 39214 65.6% KPB 157,467.50 7590 12.7% Kenai 30,478.36 4444 7.4% Soldotna 17,845.30 175 0.3% Seldovia 702.73 5719 9.6% Homer 22,965.18 2625 4.4% Seward 10,540.93 585 Resolution 2022-101 Documents: • Agenda Statement • Resolution 2022-101 586 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council From: Council Member DeMoss Agenda Item: Resolution 2022-101: Authorizing the Purchase of Holiday Decorations in the Amount of $100,000, and Appropriating Funds Background and justification: The City Manager is formulating a plan to add holiday decorations in an effort to increase winter commerce and community activities. The City plans each year to grow the holiday infrastructure and work with the Chamber of Commerce to hold events that encourage winter tourism, while keeping in mind the vision to encourage a community -wide celebration of the holiday season and bring new and more visitors to Seward during the wintertime. The appropriation will allow for the purchase of holiday decorations. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 3.6.1 Improve, expand and diversity year-round parks and recreational opportunities for residents and visitors Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ 100 This legislation (✓): Creates revenue in the amount of: ✓ Creates expenditure in amount of: Creates a savings in the amount of: Has no fiscal impact Funds are (✓): Budgeted Line item(s): ✓ Not budgeted Not applicable 100 Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): ✓ General SMIC Boat Harbor Parking Motor Pool Other Electric Wastewater Water F1 Healthcare Unassigned Fund Balance*: $ 5,405,940.93 *unaudited numbers Available Unrestricted Cash Balance*: $ 7,998,191.37 Finance Signature: 587 Attorney Review RV Yes Attorney Signature: Not applicable Comments: e✓ Adopt Resolution Other: Administration Recommendation 588 Sponsored by: Council Member DeMoss CITY OF SEWARD, ALASKA RESOLUTION 2022-101 A Resolution of the City Council of the City of Seward, Alaska, Authorizing the Purchase of Holiday Decorations in the Amount of $100,000 and Appropriating Funds WHEREAS, the City Manager is formulating a plan to add holiday decorations in an effort to increase winter commerce and community activities; and WHEREAS, the City plans each year to grow the holiday infrastructure and work with the Chamber of Commerce to hold events that encourage winter tourism; and WHEREAS, the vision is to encourage a community -wide celebration of the holiday season and bring new and more visitors to Seward during the wintertime; and WHEREAS, funding for the holiday lights and decorations is not in the 2022 budget. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1 Funding in the amount of $100,000 is hereby appropriated from General Fund Unassigned Fund Balance account no. 01000-0000-3400 to General Services Operating Supplies account no. 01000-1410-7215 within the 2022 operating budget. Section 2. Purchases of holiday lighting and decorations are authorized in an amount not to exceed $100,000. Section 3. This resolution shall take effect immediately upon adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 12th day of September, 2022. AYES: NOES: ABSENT: ABSTAIN: THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 589 Resolution 2022-102 Harmon Developer Reimbursement Documents: • Agenda Statement • Resolution 2022-102 • Attachments: o DRP Application o City Clerk Completion Letter o Cost / Payment Breakdown o Prelim Plat Survey o Estimate — Engineering Water o Estimate — Engineering Sewer o Estimate — Water / Sewer o Surveying Invoices 590 City Council Agenda Statement Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Jason Bickling, Community Development Director Agenda Item: Resolution 2022-102: Accepting the City Manager's Recommendation to Approve the Harmon Construction Developer Incentive and Reimbursement Program Application with 50% Reimbursement of the Costs for Water, Sewer, and Electrical Improvements, in an Estimated Amount of $161,565, and Appropriating Funds Background and justification: On July 25, 2022, the City Clerk received a complete Developer Reimbursement Application from Harmon Construction to extend utility services for Forest Acres Sub Lots BT, BB, BP (Lots B1, B2, B3, B4, B5, B6). All properties above are owned by Mr. Harmon. The total estimated costs of the improvements are $323,130. The City Manager recommends: ➢ City council approval of reimbursement 50% of the costs related to installation of public utilities; ➢ After the project is completed, the actual costs will be calculated and Harmon Construction be reimbursed 50% of the actual costs. The Manager's decision is based on: ➢ Seward Municipal Code 5.22.010 — this project meets the code language's intent to increase installation of public utilities and property development with city boundaries. This project will extend utility services to 6 properties. ➢ Seward Municipal Code 5.22.035 B., - Mr. Harmon will follow this code provision and will privately finance the utility extension under the code terms. ➢ Seward Municipal Code 5, 22.075 A., - Mr. Harmon completed and filed the required application for reimbursement. ➢ Seward Municipal Code 5. 22.075 B., — the filing fee paid in full. ➢ Seward Municipal Code 5. 22.075 C., subsection (c) — the applicant is complete. Harmon Construction will pay all costs of the utility expansion up front and when the project is complete, will provide receipts to the city for reimbursement of half of the eligible utility improvements. The 50% reimbursement will occur at this time. Due to this process, an assessment district is not required. SCC 5.22.035 (B) states: 1. Extensions may be completed by a private developer who privately finances the utility extension under the terms of an agreement with the City. 2. The agreement with the City may provide for reimbursement to the developer for up to 50 percent of the costs of installing the utility extensions on undeveloped land. 3. A developer is not eligible for reimbursement until the extension has been completed. 591 The Community Development, Public Works, and Electric Departments, have reviewed and provided cost estimates to furnish water, sewer, and electric service to the area. The city will be using ARPA Funds to pay for the water and sewer expenses and the DRP Funds to pay for the remaining eligible expenses. Estimated Costs Totals Account Paid From DRP ARPA Engineering Water $ 7,030.00 $ 3,515.00 Engineering Sewer $ 10 000.00 $ 5,000.00 Water Install $ 139 000.00 $ 69 500.00 Sewer Install $ 153 500.00 $ 76 750.00 Electric $ 10 185.00 $ 5,092.50 Survey $ 3,415.00 $ 1,707.50 Totals $ 323 130.00 $ 6,800.00 $ 154 765.00 DRP 80071-0000-8101 $ 6,800.00 ARPA- Water 17100-0000-8101 $ 73 015.00 ARPA-Sewer 18100-0000-8101 $ 81,750.00 Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 3.3.1: 3.3.1.1, 3.3.1.2, 3.3.1.3 Strategic Plan: Other: Certification of Funds Total amount of funds listed in this legislation: $ 161,565 This legislation (✓): Creates revenue in the amount of: $ X Creates expenditure in amount of: $ $161,565 Creates a savings in the amount of: $ Has no fiscal impact Funds are (✓): Budgeted Line item(s): $6,800 800071-0000-8101 DRP Fund x Not budgeted $73,015 17100-0000-8101 and $81,750 18100-0000-8101 Not applicable Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): General SMIC Electric Wastewater Boat Harbor Parking F1 Water F1 Healthcare Motor Pool x Other Available water/sewer ARPA funds: $ 577,195.00 x Other Available DRP funds: $ 923,814.90 Unassigned Fund Balance*: $ n/a *unaudited numbers Available Unrestricted Cash Balance*: $ n/a Finance Director Signature: 592 Attorney Review RYes Attorney Signature: X Not applicable Comments: XeAdopt Resolution Other: Administration Recommendation 593 Sponsored by: Bower CITY OF SEWARD, ALASKA RESOLUTION 2022-102 A Resolution of the City Council of the City of Seward, Alaska, Accepting the City Manager's Recommendation to Approve the Harmon Construction Developer Incentive and Reimbursement Program Application with 50% Reimbursement of the Water, Sewer, and Electrical Improvements, in an Estimated Amount of $161,565, and Appropriating Funds WHEREAS, on July 24 2022, the City Clerk received a Developer Incentive and Reimbursement Application requesting reimbursement for half the eligible costs to extend utility services to the Harmon Subdivision of 6 lots; and WHEREAS, the Harmon Subdivision is located inside City limits in the Forest Acres Subdivision; and WHEREAS, the departments of Community Development, Public Works, and Electric reviewed the request and provided cost estimates to furnish water, sewer, and electric service to the area; and WHEREAS, total estimated cost for the utility improvements is estimated at, $323,130.00; and WHEREAS, after the project is completed, the actual costs will be calculated to determine the final costs; and WHEREAS, the City Manager recommends the developer be reimbursed 50% of the costs related to installation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The special utility improvement district, referred hereto as the Harmon Utility Improvement District, will include the following area: Forest Acres Sub Lots BT, BB, BP (Lots B 1, B2, B3, B4, B5, 136). Section 2. The City Council hereby accepts the City Manager's recommendation to approve the reimbursement of 50% of the costs related to the installation of public utilities and is hereby authorized to proceed with the design and construction of the Harmon Utility Improvement District. Section 3. The City Manager is hereby authorized and directed to keep account of all the costs and improvements, including acquisitions of interests in land for the improvements, including design, engineering, administration, overhead, professional services, guaranteed 594 CITY OF SEWARD, ALASKA RESOLUTION 2021-102 fund, bond, or loan costs and interest incurred as a result of the improvements, and all other costs resulting from the construction of the improvements. Section 4. Funding in the amount of $6,800 is hereby appropriated from the 80071- 0000-8101 Developer and Incentive and Reimbursement Fund, $73,015 from the 17100- 0000-8101 Water fund ARPA and $81,750 from the 18100-0000-8101 Sewer Fund ARPA for a grand total of $151,565.00 Section 5. After the project is completed, the actual costs will be calculated to determine the final reimbursement amount, through a subsequent resolution adopted by the City Council. Section 6. This resolution shall take effect immediately upon adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 12th day of September, 2022. AYES: NOES: ABSENT: ABSTAIN: ATTEST: Brenda J. Ballou, MMC City Clerk (City Seal) THE CITY OF SEWARD, ALASKA Christy Terry, Mayor 595 RECEIVC-n lei' rocs 8 �^ � 1' .� JUL 0 8 202Z Developer Reimbursement Oc TV c�P7,1% Program Application PLEASP BEAIIIARETHATAPEllSON,IlAYONI,YDEEUGIRIV FOR RE1,tfRCJR rWENTAFTER THE CREATIONOFDI.STRICT UNMIT Sl; FVARD CITY CODE CIIApTCR 3,22 AND TIIE ASS- SSAJrFNT OFINSTALLATION COSTS AD �R THATCHAPTER, Name of Applicant: Lo, vpewc--e— h61140A/ Legal Property Description: L O f S ?F aa_ ., 131: Seward, Alaska Name of Improvement District: J act p3 oa f({ 5 _ Assessment Roil III # Installation Cost Details & Request for Reimbursement A. Please provide a statement of the properties owned within the special improvement district and the total cost of the installation of the improvement to the developer. B. Please submit an itemized report, with supporting documentation, of the actual direct cost of the extension, to the developer. Statement of Purpose & Disclosures A. Please provide a statement regarding the purpose and use of the property at issue and the ways in which the use promotes the public interest and complies with the city comprehensive plan. � i r l ho b►N B. Please disclose any outstanding liabilities owed to any public utilities, contractors or other persons on or regarding the property at issue. C. Please disclose any violations of safety, health or land use laws applying to the subject property. Statement of Understanding Upon signing this application, the applicant acknowledges and agrees that City Council may reimburse all, none or a portion of the pro -rated share of the improvements under Title S up to 50% of . the installation, costs and the applicant accepts his, her or its obligation to pay his, her or its pro -rated share of those costs as identified on the assessment roll. As Applicant, I certify or declare under penalty of perjury "nder the laws of the State of Alaslca that the foregoing is true and correct. APPLICANT SIGNATURE: • Gs r DATE: 7—'K' a � FOR OFFICE USE ONLY Clerk Received (date & Initials) ^1� � 13 " Submission Date Notice of Filing Date City Manager Date. Finance Approval Date Community Development Recalvad 7 LZ Planning & Zoning Meeting Date and Date Approved City Manager Data City Council Meeting Date and Date Approved ]P APPROVED Finance amount and date of reimbursement 596 CITY OF SEWARD P.O. BOX167 SMARD, ALASKA 99664.0167 July 25, 2022 Larry Harmon PO Box 1650 Seward, AK 99664 RE: Developer Reimbursement Program Application Complete Dear Larry: • Main Office (907) 224-4050 Police (907) 224-3338 • Harbor (907) 224-3138 • Fire (907) 224-3445 • City Clerk (907) 224-4046 Community Development (907) 224-4049 Utilities (907) 224-4050 • Fax (907) 224-4038 Thank you for your quick response to my letter dated July 19t" which outlined some items that needed attention on your application. I'm so pleased to tell you that your application submitted July 8, 2022 is now complete. I will forward all the materials you submitted, along with your application, to the city manager. I wish you the best of luck with your project. Sincerely, &,Vvk Brenda J. Ballou, MMC City Clerk cc: Janette Bower, City Manager Stephen Sowell, Assistant City Manager Jason Bickling, Community Development Director Brooks Chandler, City Attorney 597 FOREST ACRES -- HARMQN ADDN A SUBDIVISION OF LOTS BP, BQ, AND ST, FOREST ACRES SUED. (Plat No. 78 -4) Scale: 1" = low Lot BM Lot 8L Lot RK E Lot BA Lot BR Lot BS Lot B I I Lot Al W1 W1 � 1 j Lot A2 aI '' Lnt A4 L — HEMLOCKSTREET ' RIGHT—OF—WAY DEDICATION Prepared by Lang & Assoclaf., i'n"c Prof e sonai L nn S�rveyore 11500 Daryl Avenue Anchorage, Alaska 99515-301 9 a (907) 522-6476 0 (907) 522--4625 Fax kenOlangsurvey.com �jaraathcan�langsurv'a '0 100 0 100 200 300 GRAPHIC SCE -- FEES' WINCE-CORTHELL-B)E YSON CONSULTING ENGINEERS {EMORMERING CONSULTANTS OF ALASKA-A PROFESSIONAL CORPORATION) Fcdoral I.D. 92,0044377 P.Q. BOX 1041 KENAI, ALASKA 99611 (907)293-4672 Larry and Carol Hannon Oct 26, 2020 P.O. Box 1606 Jab No. 20,034 Seward, Ak 99664 Inv I ATTENTION: Larry and Carol Harmon. SUBJECT: Maple Street rater Line Seward, Alaska INVOICE Please consider this Invoice in the amont of $7,030.00 for serviiew rendered on the above project from Sept 26, to Oct 25. 2020. Design Lump Sum Quote Tax Thankyou, Mark Blaming, P.E. WINCE-CORTEELL-BRYSON $7,000.00 $X00 $7,030.00 599 Harmon Construction 802 Port Ave. Seward, AK 99664 (907) 224-7145 harmon@harmon-construction.com Forest Acres Sub Lots BT, BB, BP (Lots B1, B2, B3, B4, B5, B6) Estimate for Sewer Engineering: $10,000 M !°° l 1 + AiASKA 2701 Seward Highway Seward', ABC 64 907-224.3151 Project: Harmon Maple Street water and sewer 7/7/2022 Install 840 If of 8" pvc water main tied into city main at both ends per plan provided Install one Fire Hydrant - Install 1" copper service to curb stop on property line for 6 lots Full bore flush, chlorinate, pressure test and water samples as directed by engineer Total cost $139,000.00 Install 850 If of 8 " pvc sewer main per plan to be completed Install 5 sewer manhole structures "assuming that amount no plan provided" Install 4" pvc sewer services to 6 lots stopping at property line Total cost $153,500.00 Includes Final grading of disturbed area on maple street including D-1 Total lump sum cost $292,500.00 Excludes Surveying Compaction testing Engineering Anything not mentioned above Clearing of any additional ROW will be done T&M 601 Lang & Associates Inc. Re istered Professional Land Surve ors 11500 Daryl Avenue Anchorage, Alaska 99515-3049 (907) 522-6476 (907) 522-4625 Fax INVOICE May 12, 2022 Project No. 21-059 Mr. Lawrence Hannon P.O. Box 1606 Seward, Alaska 99664 Re: Forest Aeres Subdivision Lot BP, Lot BQ & Lot BT For Professional Services Rendered: Field survey and rnonurnentation Preparation of final plat $ 1200.00 750.00 Total Due: $ 1950.00 Terms: Payment is due upon receipt. Payments not received Nvithin 30 days are subject to a rebiliing chlrge of 1.5% on the outstanding balance. We accept cash, checks, Visa and MasterCard. Call us with your card number. 603 Lang & Associates Inc. Re 'stered Professional Land Surve ors 11500 Daryl Avenue Anchorage, Alaska 99515-3049 (907) 522-6476 (907) 522-4625 Fax INVOICE April 1, 2021 Project No. 21-059 Mr. Lawrence Harmon P.O. Box 1606 Seward, Alaska 99664 e: F6restAcresSu-barvisiori--- Lot BP, Lot BQ & Lot BT For Professional Services Rendered: Preparation of preliminary plat and related documents Expenses: Certificate to Plat (First American Title) Borough application fee $ 750.00 01[1100 Ail 11 Sales Tax 15.00 Total Due: $ 1465.00 Terms: Payment is due upon receipt. Payments not received within 30 days are subject to a rebilling charge of 1.5% on the outstanding balance. We accept cash, checks, Visa and MasterCard. Call us with your card number. 604 City of Seward, Alaska City Council Special Meeting Minutes August 22, 2022 Volume 42, Page CALL TO ORDER The August 22, 2022 special meeting of the Seward City Council was called to order at 6:00 p.m. by Mayor Terry. OPENING CEREMONY Assistant City Manager Stephen Sowell led the Pledge of Allegiance to the flag. ROLL CALL There were present: Christy Terry presiding and Sue McClure Liz DeMoss Mike Calhoon comprising a quorum of the Council; and Janette Bower, City Manager Brenda Ballou, City Clerk Excused — Wells Absent — None John Osenga Ristine Casagranda v. *dy A�oii� CITIZEN COMMENTS ON ANY SUBJECT EXCEPT THOSE ITEMS SCHEDULED FOR PUBLIC HEARING — None APPROVAL OF AGENDA AND CONSENT AGENDA Motion (McClure/Osenga) Motion Passed Approval of Agenda and Consent Agenda Unanimous The clerk read the following approved consent agenda items: There were no consent agenda items. NEW BUSINESS Other New Business Items Committee of the Whole: Presentation of the City's Draft 2021 Financial Audit Report by Altman, Rogers & Co. 605 City of Seward, Alaska City Council Special Meeting Minutes August 22, 2022 Volume 42, Page Motion (McClure/DeMoss) Motion Passed Move into Committee of the Whole to discuss Presentation of the City's Draft 2021 Financial Audit Report by Altman, Rogers and Co. Unanimous Council moved into Committee of the Whole at 6:02 p.m. Council came out of Committee of the Whole at 6:53 p.m. CITIZEN COMMENTS — None COUNCIL AND ADMINISTRATION COMMENTS & RESPONSE TO CITIZEN COMMENTS DeMoss, McClure, and Terry thanked Grant Todd for his presentation. ADJOURNMENT The meeting was adjourned at 6:53 p.m. Brenda Ballou, MMC City Clerk (City Seal) Christy Terry Mayor M City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page CALL TO ORDER The August 22, 2022 regular meeting of the Seward City Council was called to order at 7:00 p.m. by Mayor Christy Terry. OPENING CEREMONY Police Chief Alan Nickell led the Pledge of Allegiance to the flag. ROLL CALL There were present: Christy Terry presiding and Sue McClure Liz DeMoss Mike Calhoon comprising a quorum of the Council; and Janette Bower, City Manager Brenda Ballou, City Clerk Excused — Wells Absent — None John Osenga Ristine Casagranda v .,ems CITIZEN COMMENTS ON ANY SUBJECT EXCEPT THOSE ITEMS SCHEDULED FOR PUBLIC HEARING Bailey Sayler, outside the city, stated the National Science Foundation exhibit In Search Of Our Secrets had arrived and had been set up at the library; the public was welcome to come starting at tomorrow morning, and on Friday there would be an open house. Carol Griswold, inside the city, hoped that everyone had read the SMIC Bench Housing Development Feasibility Study Report; she believed it would be unfeasible for the city to develop that property for housing. She cited hardships of increased weather winter weather conditions, difficulties drilling wells for drinking water, installing sewer systems, and increased traffic as some of her concerns. Brad Snowden, inside the city, thanked McClure for putting her name in the hat for mayor, and he thanked Terry for her service as mayor. He commended McClure for being studious and diligent in her preparations. APPROVAL OF AGENDA AND CONSENT AGENDA Motion (McClure/Casagranda) Approval of Agenda and Consent Agenda 607 City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page Terry removed Resolution 2022-092 from the consent agenda. Calhoon removed Resolution 2022-089 from the consent agenda. Motion Passed Unanimous The clerk read the following approved consent agenda items: Ordinance 2022-012, Amending Seward City Code Chapter 5.01 General Provisions And Enacting Chapter 5.02 Fund Balance And Net Position. This ordinance was introduced and will come for public hearing and enactment on September 12, 2022. Ordinance 2022-013, Amending Seward City Code Chapter 5.15 Investment And Collateralization Of Public Funds. This ordinance was introduced and will come for public hearing and enactment on September 12, 2022. Resolution 2022-090, Approving The Ongoing Support Of The Bradley Project Management Committee's Use Of Excess Payments To Finance A Series Of Required Projects To Upgrade The Transmission System Serving The Bradley Lake Project Area For Improved Operational Efficiency. Resolution 2022-091, Authorizing The City Manager To Purchase From Southern States, LLC, A Horizontal Circuit Switch In A Not -To -Exceed Amount Of $247,300 For Installation In The Spring Creek Electric Substation, Allowing Seward Crews To Connect/Disconnect Transmission Lines Or Other Components To -And -From The System For Planned Or Unplanned Events And Appropriating Funds. Resolution 2022-093, Accepting And Appropriating The Gulf Of Alaska Pacific Cod Disaster Grant Funds In The Amount Of $43,676 From The Pacific States Marine Fisheries Commission (PSMFC). Approval of the August 8, 2022 City Council Special Meeting Minutes. Approval of the August 8, 2022 City Council Regular Meeting Minutes. Cancel the October 22, 2022 work session to review the recodification materials. Proclamations and Awards Remembering Hugh Darling In Memoriam Congratulating Tom Tougas for receiving the William A. Egan Outstanding Alaskan of the Year Award .M City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page City Manager Report. City Manager Janette Bower said she had attended the Alaska Municipal Management Association (AMMA) Summer Conference in Sitka, Alaska; the entire day had been focused on the workforce and what was being observed nationwide, as well as in Alaska. The Alaska Municipal League (AML) portion of the conference continued in the following days; it was a good conference overall. Bower announced that the September 24, 2022 joint work session for council and the Planning & Zoning Commission regarding the potential of converting the Forest Acres Campground into the Hemlock Subdivision would be cancelled. She stated she wished to take a step back from that project and evaluate things. Bower said there would be a special meeting on September 26, 2022 to review the findings of the SMIC Bench feasibility study. There would be a public meeting with Victus Advisors about the Community Recreation Center on September 28, 2022 at noon, followed by a special council meeting that evening. Electric Utility Manager Rob Montgomery wished to provide an update on the infrastructure project. Of the $10.5 million from the revenue bond, there was approximately $7.9 million committed through resolutions passed so far in 2022. Over the next 12 months, there would be another $6.2 million that would be committed. Approximately $400,000 of that $6.2 million was for engineering design work and $5.8 million was for substation refurbishment at the Fort Raymond and Lawing substations. Montgomery said, by the end of 2023, there would be a $3.6 million shortfall; to address this, he would be looking for the department to fund that through the enterprise fund or else he would seek other funding opportunities. In addition, Montgomery said the last project approved by council would be in 2024 and that would be the refurbishment of the Spring Creek substation; that would be a $3.2 million project. Casagranda stated that between 2023 and 2024, there would be a total shortfall of almost $7 million for the electric infrastructure project. Montgomery confirmed, and reminded council that he had initially requested a $20 million revenue bond to cover Phases 1, 2, and 3 of the infrastructure project, and council had approved the revenue bond for half that amount. Casagranda stated there was $8.6 million in the electric unrestricted fund account at year end 2021. Following up, Montgomery said he anticipated having a discussion in late 2023 about conducting a rate study for a 2024 implementation. Montgomery said the city was making interest -only payments on the revenue bond in 2022 and 2023, but starting in 2024 would be required to start making full payments which equated to approximately $1.1 million per year for interest and principal. Bower said, going forward, the city manager report would include a monthly update on the status of the electric infrastructure project. Terry asked the city manager to re -share the original presentation that was provided which outlined the whole infrastructure project to refresh everyone. Terry wished to revisit the meetings being scheduled on September 28, 2022 for the Community Recreation Center; she was interested in seeing an interactive community open house rather than a special council meeting to ensure that community members were providing input. She wasn't sure if council members thought they were ready to make decisions; she wanted to have the M City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page opportunity to review the findings and hear the public's feedback. She asked what the vendor's plans were. In response, Bower said the noon meeting was designed to be publicly interactive. Assistant City Manager Stephen Sowell said he had met with the vendor, Victus Advisors, four times so far. Victus was currently working on potential site selections and an estimate for construction and operating expenses. He expected to receive a draft report in a couple of weeks. Sowell stated there had been over 650 responses from the public on the survey; respondents comprised 48% outside city limits and 52% inside city limits. Terry suggested maybe using the high school auditorium for a public session. DeMoss agreed that a special meeting was not necessary at this time, and wondered if Victus would be discussing any potential funding opportunities during the session. Sowell confirmed they would be discussing funding opportunities, and they would also be compiling a list of potential stakeholders. Other Reports and Announcements Washington Report from the city's federal lobbyist firm Robertson, Monagle & Eastaugh, PC. Chamber of Commerce Report. Executive Director Kat Sorenson said the 67t' Annual Silver Salmon Derby ended yesterday and had been very successful. Despite the rainy weather, Sorenson announced there had been 1,480 registered anglers, 1,241 fish weighed, and 7,788.54 pounds of Silver Salmon turned in. The number of fish turned in was down from the average 2,500; this would impact the funding for the fish restoration program. Sorenson reported the visitation numbers from the Fourth of July weekend: over 24,000 visitors had come to Seward over the weekend. There had been over 2,000 visitors at the Chamber's Visitor Center in the first two weeks of August which was very high. Meet the Candidates night would be September 19, 2022. There would be volunteer and member appreciation event at the end of September. AML Summer Conference Travel Report by Council Member DeMoss said the AML Summer Conference was fun; she arrived the day after the city manager. She learned that Seward was facing similar issues as other communities, including employee recruitment and retention, remote work, childcare, housing. There had been some discussion about the possibility of hosting the 2024 conference in Seward. Presentations Presentation of the City's Draft 2021 Financial Audit Report by Altman, Rogers & Co. PUBLIC HEARINGS Ordinances for Public Hearing and Enactment Ordinance 2022-010, Amending Seward City Code Title 1— General Provisions. This ordinance was introduced on August 8, 2022 and is coming tonight for public hearing and enactment. 610 City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page Motion (McClure/Casagranda) Enact Ordinance 2022-010 City Clerk Brenda Ballou said this ordinance was a compilation of all the comments and input received for this title through the recodification process, including input from the Municode attorney, the city attorney, the city manager, and department heads. Notice ofthe public hearing being posted and published as required by law was noted and the public hearing was opened. Carol Griswold, inside city limits, requested a number of changes to this ordinance: clarify the definition of day by including the word "calendar" or "business"; update the definition of owner to eliminate the word "tenant"; update the definition of personal property by removing "gold dust" and by reducing the number of examples; remove the word "personalty" from the definitions; and, change the words "duly promulgated" to "publicly noticed". Griswold believed many of the fines outlined should be adjusted to be more reasonable, or else redesigned to be on an escalating scale for repeat offenders; she didn't believe the fines would be enforceable as written. No one else appeared and the public hearing was closed. Casagranda asked Motion to Amend (DeMoss/Casagranda) Amend Ordinance 2022-010 in the fine schedule for 9.05.150 Cruelty to animals by striking "$250" and replacing it with "$1,000". Motion to Amend Passed Unanimous Casagranda asked which department was responsible for enforcing the animal code, specifically determining if an animal had been vaccinated. hi response, Police Chief Alan Nickell said the animal control officer would be the main person who would identify and investigate potential infractions. McClure said, if she were to be bitten by a dog, she would want to know if the dog had been vaccinated against rabies. Terry said she was glad that the city code was starting to get cleaned up, having gone through Municode attorney review, city attorney review, and administration review. Main Motion Passed Unanimous Ordinance 2022-011, Amending Seward City Code Chapter 2.10 City Council To Integrate The Rules From The City Council Rules Of Procedures And To Provide For Clarifying Amendments. This ordinance was introduced on August 8, 2022 and is coming tonight for public hearing and enactment. 611 City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page Motion (McClure/Osenga) Enact Ordinance 2022-011 Bower said this ordinance brought in the rules from the City Council Rules of Procedure (CCROP) to be codified. In addition, this ordinance also included recodification updates that were identified. Notice ofthe public hearing being posted and published as required by law was noted and the public hearing was opened. Carol Griswold was concerned about the use of special meetings; special meetings should be used only rarely according to the Alaska Open Meetings Act (OMA), and only to address time - sensitive issues. She believed having a special council meeting with a Committee of the Whole was a misuse of the OMA. Griswold was also concerned that code required the agenda packets to be delivered to council by 7:00 p.m. on the Saturday before the council meeting, and to the public on 9:00 a.m. on the day of the council meeting; she thought this was a good way to exclude the public from the process, and didn't provide enough time for council to read their packets. Thought the deadline for agenda packets to council and the public should be 5:00 p.m. on the Thursday before the meeting. Griswold wished to codify that packets be sent to the city clerk's email distribution list, and posted on the city clerk's Facebook page and city website. She also wished to codify that the agenda be sent and uploaded to same sources at the same time it was sent to the newspaper for publication. She thought that laydowns should be provided no later than noon on meeting day, or else the agenda item should be postponed to the next meeting. Griswold also thought the city code should reflect the public having speaking opportunities at work sessions, in addition to regular and special meetings. She wondered if there was a penalty for a council member being absent from a meeting, and suggested perhaps there should be if not already; otherwise, what was the purpose of documenting an absence or an excused absence? Griswold thought that minutes should be required to be posted online under legislative history, that motions should be submitted in writing to the city clerk before being presented on the floor, and that the procedure for action memoranda should be defined. No one else appeared and the public hearing was closed. Casagranda wondered why work sessions were not included in reference to the public having the opportunity to speak at regular and special meetings. In response, Bower said this language was in keeping with state statute. Motion Passed Unanimous NEW BUSINESS Resolutions Resolution 2022-089, Appropriating $746,000 From The City's General Fund Unassigned Fund Balance To The Capital Acquisition Projects Fund And Appropriating $350,000 From The Capital Acquisition Projects Fund For The Purpose Of Conducting Sidewalk And ADA Ramp Repairs. 612 City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page Motion (McClure/Calhoon) Approve Resolution 2022-089 Calhoon said he wanted to make sure the public understood where these funds would be going; the city was currently in a position to address sidewalk repairs and there were excess funds available. Terry wondered how much work could potentially be accomplished with this amount of funding. Public Works Director Doug Schoessler said the most recent project, the 600-foot long sidewalk on Fifth Avenue, had cost the city $350,000 to repair. Bower added that sidewalk repair projects would continue to be discussed during the upcoming budget process. Motion Passed Unanimous Resolution 2022-092, Appropriating $40,000 From The General Fund Unassigned Fund Balance And Authorizing The City Manager To Provide Up To, But Not Exceed, $40,000 For Repairs And Maintenance To The Seward Fire Vessel John Foster. Motion (McClure/Osenga) Motion to Amend (Terry/Casagranda) Motion to Amend Passed Approve Resolution 2022-092 Amend Resolution 2022-092 by adopting the substitute resolution. Unanimous Fire Chief Clinton Crites stated the fire vessel John Foster had significant damage that needed repair. The vessel was currently out of the water and was currently being repaired; quotes had been solicited one year ago, and the chosen vendor had subsequently backed out. More recently, local vendor JAG stepped up to take over the repairs. In response to McClure, Crites said the repairs and maintenance would be aggressive in order to get the apparatus in good working order. Casagranda wondered why the general fund had been chosen for funding. Bower said the city would not be receiving Commercial Passenger Vessel (CPV) funds for the next couple of years due to cruise ships being cancelled from COVID. Bower did not believe the motor pool included this vessel. Casagranda suggested updating the motor pool fund during the upcoming budget process to include this vessel. Terry was pleased that the boat was being repaired, and requested that a final report be provided to council. Main Motion Passed Unanimous Resolution 2022-0949 Directing The City Manager To Proceed With The Public Works Facility Project At The Fort Raymond Property (2101 And 2109 Dimond Blvd), Approving R&M Engineering Task Order 2734.25 For Geotechnical Services And Appropriating Funds. 613 City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page Motion (McClure/Casagranda) Approve Resolution 2022-094 Bower said the development plan was underway, and the geotechnical work was the next step in the process. She wished to have clear support for this project on the record from council in the event she found potential funding opportunities. Casagranda asked for a description of geotechnical services. Sowell said boring holes would be drilled and the materials extracted would be analyzed. In addition, Sowell said there would be recommendations provided whether vibro compaction would be necessary or not. Casagranda wondered what underground utilities would be discovered. Schoessler said he knew where the main water and sewer lines were, as well as the old wells, and those areas would be clearly marked. Motion Passed Unanimous Other New Business Items All Other New Business Items were approved on consent. INFORMATIONAL ITEMS AND REPORTS — None CITIZEN COMMENTS — None COUNCIL AND ADMINISTRATION COMMENTS & RESPONSE TO CITIZEN COMMENTS Bower said the utility billing system had been 52 upgrades behind, and council had approved the system to be upgraded. The upgrade process would start soon and would take several months to complete. She said one member of the Carmen Jackson team had been on site in Seward for a week and had spent time working at the utility counter to review the processes. The Carmen Jackson firm was also doing a redundant month end back up in addition to the finance department's back up. A second utility counter employee had been hired. Bower said she was working to establish better practices and processes in finance. Osenga thought this had been a great meeting. DeMoss thanked the chamber and the harbor for a successful Silver Salmon Derby. She was pleased that the finance vendor Carmen Jackson was overseeing the utility billing project. She thanked McClure and Calhoon for bringing forward the resolution for sidewalk repairs; she fully supported the repairs getting done. McClure announced that on Sunday at the museum there would be a large celebration for Founders Day; Beverly Dunham would be conducting a presentation during the event. McClure was 614 City of Seward, Alaska City Council Meeting Minutes August 22, 2022 Volume 42, Page honored to be running for mayor, and said she was running 49 years after her aunt was mayor of Seward. Terry noted that individual ordinances would be coming through council to update the city code. She encouraged everyone to see the new science exhibit at the library; it was a phenomenal exhibit and she appreciated everyone working to get it in Seward. ADJOURNMENT The meeting was adjourned at 8:48 p.m. Brenda Ballou, MMC City Clerk (City Seal) Christy Terry Mayor 615 Action Memorandum 2022-007 Documents: • Action Memorandum 2022-007 616 City of Seward Action Memorandum 2022-007 Meeting Date: September 12, 2022 To: City Council From: Janette Bower, City Manager Agenda Item: Action Memorandum 2022-007: Authorize the City Manager to Separate the Single Audit Portion of the FY2022 ACFR from the Financial Statement Portion of the ACFR and Issue Two Separate Reports Council Action: 0 Approved 0 Amended: 0 Defeated Background and justification: In prior years, the City's Annual Comprehensive Annual Report (ACFR) included the Compliance Reports associated with the federal and state single audits. For the 2021 audit, a portion of the federal single audit is being performed by KPMG, who serve as the auditor for Providence Seward Medical Center (PSMC). KPMG is auditing the Provider Relief Funds that were received by the City of Seward, but passed through to PSMC. Since KPMG audits PSMC, it was determined they should also complete the federal single audit related to the Provider Relief Funds. Altman, Rogers and Co., the City's auditors, have been in communication with KPMG related to the timing of KPMG's audit report related to their single audit and KPMG believes they will not be able to issue their report on compliance until late in September 2022. Due to this delay, management would like to separate the Single Audit Portion of the FY2022 ACFR from the Financial Statement portion of the ACFR and issue two separate reports. The financial statement portion can be issued while the City awaits the issuance of KPMG's single audit report. While this would be the first time the City of Seward has issued two separate reports, it is not unheard of with many other municipalities in the State doing the same thing. Therefore, it is proposed that the City Council allow management to split the FY2022 ACFR into 2 separate reports: a financial section and a single audit section. Requested motion: Authorize the City Manager to Separate the Single Audit Portion of the FY2022 ACFR from the Financial Statement Portion of the ACFR and Issue Two Separate Reports Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 2.1 Community Vision and Values Strategic Plan: Other: 617 Certification of Funds Total amount of funds listed in this legislation: $ 0 This legislation (✓): Creates revenue in the amount of: $ Creates expenditure in amount of: $ Creates a savings in the amount of: $ ✓ Has no fiscal impact Funds are (✓): Budgeted Line item(s): Not budgeted ✓ Not applicable Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): General SMIC Boat Harbor Parking Motor Pool Other Unassigned Fund Balance*: Available Unrestricted Cash Balance* RV Yes Attorney Signature: Not applicable Comments: Electric Wastewater Water F1 Healthcare *unaudited numbers Finance Signature: Review Administration Recommendation e✓ Adopt AM Other: 618 Action Memorandum 2022-008 Documents: • Action Memorandum 2022-008 • Attachments: o CMI Purchase Proposal 619 City Council Agenda Statement Action Memorandum 2022-008 Meeting Date: September 12, 2022 To: City Council Through: Janette Bower, City Manager From: Doug Schoessler, Public Works Director Agenda Item: Action Memorandum 2022-008: Authorize the City Manager to Purchase a New Volvo L90H Wheel Loader from Construction Machinery Industrial, LLC (CMI) to Replace a 2000 Volvo L70D Loader in the Amount of $219,440 Plus 10% Contingency for a Total Amount not to Exceed $241,384 Utilizing RFP Contract #032119-VCE Council Action: 0 Approved 0 Amended: 0 Defeated Background and justification: The Public Works Department's 2000 Volvo L70D Loader is past the anticipated useful life and continues to have multiple yearly break downs and mechanical issues. To continue providing quality service to the Seward community, the Public Works Department needs to replace the 22-year-old loader with a new loader. The age of the unit, yearly costly repairs, and mechanical issues make the purchase of new loader necessary to service Seward's road maintenance needs. The purchase of the loader is consistent with the City of Seward's policy of the Standardization of Equipment. The City of Seward is a member of Sourcewell (National Joint Power Alliance) for government purchasing. Seward City Code 6.10.120(B) allows competitive procurement purchases which utilize competitive bids obtained by other governmental units, and the Public Works Department will purchase this vehicle through Construction Machinery Industrial LLC (CMI) utilizing Sourcewell's joint purchasing contract 3032119-VCE. The 2022 budget year includes $255,000 in the Public Works Capital Equipment Budget to replace the old loader with a new loader. The total purchase price is now $219,440. The Department currently has Volvo loaders, and this standardization of equipment saves money and improves maintenance efficiencies. Requested motion: Authorize the City Manager to Purchase a New Volvo L90H Wheel Loader from Construction Machinery Industrial, LLC (CMI) to Replace a 2000 Volvo L70D Loader in the Amount of $219,440 Plus 10% Contingency for a Total Amount Not to Exceed $241,384 Utilizing RFP Contract #032119-VCE Note: the action memorandum format was used because the purchase is budgeted. Comprehensive and Strategic Plan Consistency Information This legislation is consistent with (citation listed): Comprehensive Plan: 3.4 Transportation -providing safe and efficient transportation 620 Strategic Plan: 5.4.2 Transportation infrastructure Other: Certification of Funds Total amount of funds listed in this legislation: $ 219,440 + 10% contingency=$241,384 This legislation (✓): Creates revenue in the amount of: $ x Creates expenditure in amount of: $ Creates a savings in the amount of: $ Has no fiscal impact Funds are (✓): X Budgeted Line item(s): Not budgeted Not applicable Q'I 2022 Operating Budget -Motor Pool Unassigned Fund Balance and Available Unrestricted Cash Balance Information Fund (✓): General SMIC Electric Wastewater Boat Harbor Parking F1 Wat F1 Healthcare X Motor Pool Other Unassigned Fund Balance*: $ 5,405,940.93 Available Unrestricted Cash Balance*: $ 7,998,191.37 Finance Signature: Review RxYes Attorney Signature: Not applicable Comments: Administration Recommendation xeAdopt AM Other: *unaudited numbers 621 _ Purchase Proposal �- Page 1 of 4 comsev—l"Moahf—y>.>sashiar, c.Lc Proposal #: 16895 0 LftDate: 8/12/2022 5400 Homer Drive Issued by: Kirk Currey Anchorage, Alaska 99518 Cell #: (907)244-7154 Ph: (907) 563-3822 Fax: (907) 563-1381 email: kxurreykcmiak.com To: City of Seward Attention: Doug Schoessler 1300 4th Avenue Off #: (907) 224-4005 Seward, AK 99664 Cell #: (907) 422-7118 email: doug(a,citvofseward.net We at Construction Machinery are pleased to quote the following equipment for your review: Pricing is Based on the Sourcewell Contract Number: 032119-VCE. See the following Link: https: //www. sourcewell-mn. gov/cooperative-purchasing/032119-vice Item# Qty Description Price Ea. Extended Price 001 1 One (1) Volvo L90H Wheel Loader 002 Unit # VL251413 Serial # VCEOL90HCOS626447 003 Make Volvo Model L90H 004 Year 2022 Hours new 005 1 Outright Cash Purchase Price FOB Seward, AK PW Shop ................ $ 209,190.00 $ 209,190.00 006 1 Costs related to the Loader from section C Sourcewell) $ 2,500.00 $ 2,500.00 007 1 Other Options Requested By the City are shown on Page 4 Total Forward...... $ 7,750.00 008 Total Due on Sourcewell Contract as selectedl ..................... $ 219,440.00 009 Standard Features and Options in the Seward PW Department Build Sheet: O10 Build shown is for a custom machine built for your needs Oil 3rd Function is included 012 Operating Weight 43,000# with bucket 013 All options are fixed. 3.5 yd3 GP STE Bucket included. Multiple options ay. Dealer added 014 Lights LED 015 Remaining L90H Options Included are shown on Page 2 and 3 016 Terms: SourcewelUNJPA pricing - City of Seward is a member. Member# 129840 017 Purchase Terms: PO from the City of Seward. 018 Prices are valid for 30 days 019 Any applicable taxes not included. 020 Availability: Currently in the production que for delivery in September 2022 w/ this build sheet. 021 Concrete Intent to Order required No Later Than 10 days l 022 Warranty: Standard Base 1 year 2,500 hours (Extended Option see page 4) 023 Product Support and Warranty: All service and stock parts are FOB nearest Volvo Dealer Branch. 024 And do not include Travel, Room and Board. WARRANTIES: Buyer acknowledges that it has examined the membandise as fully as it desires and that the mercbaudise is of the size, design, type, and mauufachue selected by Buyer. IF THE MERCHANDISE SOLD IS NEW, THE PARTIES AGREE THAT IMPLIED WARRANTIES OF SUCH MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE AS WELL AS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, ARE EXCLUDED FROM THIS TRANSACTION AND SHALL NOT APPLY TO THE MERCHANDISE SOLD. However, for new membaudise, Seller shall make available to Buyer, to the extent provided by the manufacturer of the icrchandise, solely on behalf of the manufacturer, any warranty provided by the manufacturer, which shall be Buyer's sole and exclusive remedy. For used merchandise, Buyer is purchasing the merchandise AS and WITH ALL FAULTS, unless Seller has explicitly written in this document that there ism express warranty for a limited period of time for the replacement of parts that Seller, in it's sole judgment, determines to be defective. If seller has explicitly written such an express warranty in this document, the replacement of parts found to be defective during the warranty period shall be Buyer's sole and exclusive remedy. EXCEPT FOR SUCH AN EXPRESS WARRANTY THAT SELLER HAS EXPLICITLY WRITTEN IN THIS DOCUMENT, THERE IS NO WARRANTY OF ANY KIND FOR USED MERCHANDISE, EXPRESS OR IMPLIED AND IN PARTICULAR, THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXCLUDED FROM THIS TRANSACTION AND SHALL NOT APPLY TO THE MERCHANDISE SOLD. AS TO EITHER W OR USED MERCHANDISE SELLER SHALL IN NO EVENT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, WHETHER FOR PERSONAL INJURY, DEATH, DAMAGE OR DESTRUACTION OF PROPERTY, LOST EARNINGS, LOST PROFITS, ECONOMIC LOSSES, OR OTHER INCIDENTAL OR CONSEQUENTIAL LOSSES. Construction Machinery Industrial, LLC Accepted by: By: Kirk Currey Title: Title: Equipment Sales/Rentals Date City of Seward 622 C=T ,t, Z,- Volvo 90H Options in the build sheet Proposal #: 16895 Page 2 of 4 We at Construction Machinery are pleased to quote the following equipment for your review: Item# Qty Description jPrice each Extended Price 025 Volvo Standard Features plus the following options in the Build Sheet 026 Options cannot be added or subtracted at this late in the production schedule. 027 1 L90H Volvo L90H, Wheel Loader Included 028 1 WL20011 20.5R25* Bridgestone VJT Included 029 1 WL21004 4-Rims (3pc) for 20.5 or 600 tires Included 030 1 WL32017 Engine D6J (Tier 4F) US Included 031 1 WL30007 Fuel fill strainer Included 032 1 WL30024 Delayed Engine Shutdown Included 033 1 WL37001 Reversible cooling fan Included 034 1 WL39501 Rimpull Included 035 1 WL41017 Premium Comfort ISRI Included 036 1 WL42001 Air conditioning with ACC (automatic climate control) Included 037 1 WL45001 Steering knob Included 038 1 WL45003 Sliding window in door Included 039 1 WL45004 ACC Fahrenheit decal only Included 040 1 WL45005 Universal key Included 041 1 WL45019 Secondary steering, electric Included 042 1 WL45023 Lunch box holder Included 043 1 WL45027 Anchorage manual Included 044 1 WL45057 Co-pilot incl Camera Included 045 1 WL88201 Operator Coaching Basic Included 046 1 WL53009 LOTO, Lock out tag out Included 047 1 WL61029 EL Hydraulic 3 Functions (hydraulic and detent function included) Included 048 1 WL65013 Max Boom Height Included 049 1 WL71002 Oil sampling ports Included 050 1 WL71005 Footsteps front frame Included 051 1 WL80001 Boom Suspension System (" Ride Control' .Includes single acting lift syst Included 052 1 WL83004 Decals, English/Spanish Included 053 1 WL86013 Cover plates, rear frame Included 054 1 WL88010 CareTrack Connectivity 4 yr Subscription Included 055 1 WL88018 CareTrack, GSM/Satellite Included 056 1 WL88020 De -activate SAT Included 057 1 WL22004 Full coverage fenders rear for standard tires Included 058 1 WL23003 Mudflaps for full fenders for standard tires Included 059 1 WL30009 Hand throttle control Included 060 1 WL31001 Air precleaner, Turbo II Included 061 1 WL33002 Engine block heater, 120 V Included 062 1 WL43004 Radio B1ueTooth/USB/AUX no CD Included 063 1 WL44001 RH Radio mounting kit including 20 amp converter, speakers & 12v outlet Included 064 Construction Machinery Industrial, LLC Accepted by: By: Kirk Currey Title: Title: Equipment Sales/Rentals Date City of Seward 623 C=T C11-11tlon MachineryInd,1t 11, LLC Volvo L90H Options in the build sheet Proposal #: 16895 Page 3 of 4 We at Construction Machinery are pleased to quote the following equipment for your review: Item# Qty Description Price each Extended Price 065 (Volvo Options included cont.) 066 1 WL45006 Cab ladder, rubber suspended Included 067 1 WL45046 Armrest for ISRI premium seat Included 068 1 WL45058 Radar Detect in Co-pilot Included 069 1 WL81001 Counterweight, logging (can't be ordered from Arvika w/ solid tires or woo Included 070 1 WL82005 Tow Hitch Included 071 1 WL84001 Slow moving vehicle sign Included 072 1 WL85003 HD tail light guards Included 073 1 WL86034 Bracket for Fire extinguisher Included 074 1 WL88022 C3_Can-Bus interface, Advance Included 075 1 WL89001 Arctic kit; separate attachment locking hoses Included 076 1 WL89002 Arctic kit; accumulators, brake, & pilot hoses Included 077 1 WL89009 C3_Brake system, Arctic Included 078 1 WLA80679 108" 3pc Bolt -on edge kit, STE only Included 079 1 WLA85346 Attachment bracket (Must select Hook -on attachments) Included 080 1 WLA86304 108" 3.5 yd3 H/O HD GP bucket Included 081 1 W145201 Rearview mirrors,el.adj& heat. Included 082 1 WL50011 Automatic activation of rear work lights when reversing Included 083 1 WL50012 Reversing warning light, automatic Included 084 1 WL50020 Headlights LED Included 085 1 WL50023 LED Feature Package (must select WL50020) Included 086 1 WL51003 Warning Beacon, LED Included 087 1 WL53008 Jump start connector NATO, type Included 088 1 WL54002 C3_Reverse alarm, White noise Included 089 1 WL60007 C3_Hydr Fluid MNRL Cold Climate Included 090 091 092 093 094 095 096 097 098 099 100 101 102 103 104 Construction Machinery Industrial, LLC Accepted by: By: Kirk Currey Title: Title: Equipment Sales/Rentals Date City of Seward 624 Volvo Attachment and C=Tti C... cti— Machinery Industrial, LLf Other Sourced or UnSourced Quotes Proposal #: 16995 Page 4 of 4 We at Construction Machinery are pleased to quote the following equipment for your review: Item# Qty Description 105 Options Pricing ( not included- addition option offering) Listed or Price On Request 106 Description Price each Extended Price 107 Qty Extended Warranty Coverage for the Volvo Portion Only: 108 Premier Coverage Extended Service Contracts: EPG or AM Trust $ - 109 Travel Time and Mileage =TTM. See Terms, Conditions and Coverages $ - 110 1 Additional 3 years/3000 hours (total 4 years/ 4,000 hrs) $ 7,750.00 $ 7,750.00 III TTM Single claim coverage $ 1,000.00 112 TTM Total claim coverage $ 10,000.00 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 Total of additional options chosen.............................................................. $ 7,750.00 Construction Machinery Industrial, LLC Accepted by: By: Kirk Currey Title: Title: Equipment Sales/Rentals Date City of Seward 625 Volvo CE - Sourcewell Contract Quote Page 1 of 2 Quote Valid for 90 days Sour Contract: 032119- VCE Date: 8.12.2022 Buying _City of Seward Agency: _ Dealership: ;Construction Machinery Industrial, LLC ; Contact ;Doug Schoessler Person: = Prepared _Kirk Currey By: Phone: 907.224.4005 Phone: 907.244.7154 Email: doug@cityofsewardnet Email:=k.currey@cmiak.com Sourcewell Product Code D - Volvo Pricing Catalog: Wheel Loaders Large A. Catalog / Price Sheet Items being purchased Quan Unit Pr Total 1 Volvo L90H $209,190-$209,190 See next page for machine specs at List Price, Contract Discount, Machine Price -TOTAL Purchse Price at Bottom of this Page Sourcewell Machine Price:; $209,190 Additional Discount: _ $0 Subtotal A: $209,190 B. Sourced and/or Von -Contracted Items Quan Description Unit Pr Total 1 _ _ $0 1 _ _ $0 1 _ _ $0 1 _ _ $0 1 _ _ $0 1 _ _ $0 1 _ _ $0 1 _ S() Subtotal B: $0 C. Freight / Installation / Ext Warranty / Trade -Ins / Other Allowances/ Miscellaneous Charges Freight ANC to Seward $1,500 PDI $1,000 Subtotal C: $2,500 Delivery Date:; 1-Oct-22 D. TOTAL PURCHASE PRICE (A+B+C): $211,690 626 Volvo CE - Sourcewell Contract Quote Page 2 of 2 Version 19 Description Part # List Price Volvo L90H, Wheel Loader L90H $272,056 20.5R25* Bridgestone VJT WL20011 $18,034 4-Rims (3pc) for 20.5 or 600 tires WL21004 $4,346 Engine D6J (Tier 4F) US WL32017 $0 Fuel fill strainer WL30007 $0 Delayed Engine Shutdown WL30024 $197 Reversible cooling fan WL37001 $1,309 Rimpull WL39501 $0 Premium Comfort ISRI WL41017 $3,264 Air conditioning with ACC (automatic climate control) WL42001 $6,944 Steering knob WL45001 $0 Sliding window in door WL45003 $0 ACC Fahrenheit decal only WL45004 $0 Universal key WL45005 $0 Secondary steering, electric WL45019 $0 Lunch box holder WL45023 $0 Anchorage manual WL45027 $0 Co-pilot incl Camera WL45057 $0 Operator Coaching Basic WL88201 $0 LOTO, Lock out tag out WL53009 $0 EL Hydraulic 3 Functions (hydraulic and detent function included) WL61029 $4,495 Max Boom Height WL65013 $0 Oil sampling ports WL71002 $318 Footsteps front frame WL71005 $311 Boom Suspension System (" Ride Control" . Includes single acting lift system.) WL80001 $7,485 Decals, English/Spanish WL83004 $0 Cover plates, rear frame WL86013 $0 CareTrack Connectivity 4 yr Subscription WL88010 $0 CareTrack, GSM/Satellite WL88018 $0 De -activate SAT WL88020 $0 Full coverage fenders rear for standard tires WL22004 $969 Mudflaps for full fenders for standard tires WL23003 $781 Hand throttle control WL30009 $791 Air precleaner, Turbo II WL31001 $1,391 Engine block heater, 120 V WL33002 $974 Radio BlueTooth/USB/AUX no CD WL43004 $1,051 RH Radio mounting kit including 20 amp converter, speakers & 12voutlet WL44001 $1,106 Cab ladder, rubber suspended WL45006 $614 Armrest for ISRI premium seat WL45046 $266 Radar Detect in Co-pilot WL45058 $3,342 627 Volvo CE - Sourcewell Contract Quote Page 2 of 2 Counterweight, logging (can't be ordered from Arvika w/ solid tires or wooden protect rims) WL81001 $1,888 Tow Hitch WL82005 $480 Slow moving vehicle sign WL84001 $324 HD tail light guards WL85003 $1,076 Bracket for Fire extinguisher WL86034 $264 C3_Can-Bus interface, Advance WL88022 $443 Arctic kit; separate attachment locking hoses WL89001 $1,021 Arctic kit; accumulators, brake, & pilot hoses WL89002 $1,020 C3 Brake system, Arctic WL89009 $1,038 108" 3pc Bolt -on edge kit, STE only WLA80679 $1,595 Attachment bracket (Must select Hook -on attachments) WLA85346 $6,660 108" 3.5 yd3 H/O HD GP bucket WLA86304 $15,409 Rearview mirrors,el.adj& heat. W145201 $468 Automatic activation of rear work lights when reversing WL50011 $507 Reversing warning light, automatic WL50012 $1,349 Headlights LED WL50020 $0 LED Feature Package (must select WL50020) WL50023 $4,146 Warning Beacon, LED WL51003 $899 Jump start connector NATO, type WL53008 $183 C3_Reverse alarm, White noise IWL54002 $300 C3_Hydr Fluid MNRL Cold Climate IWL60007 $1,791 Total List Price $370,905 Sourcewell % off List 43.6% Sourcewell Machine Pricel $209,190 See Front Page of Quote for Total Purchase Price 628 629 AGENDA STATEMENT Meeting Date: September 12, 2022 From: Brenda Ballou, City Clerk Brooks Chandler, City Attorney Agenda Item: Guidelines for Write In Candidates BACKGROUND & JUSTIFICATION The city clerk received an inquiry from a resident who was seeking direction on how to become a write in candidate for the upcoming municipal election on October 4, 2022. Upon researching the matter in the city's Charter and City Code, the city clerk determined there was not enough guidance provided, and consulted with the city attorney for advice. The city clerk does have authority to "administer" city elections. SCC 2.20.045(4). These procedures are substantive not just administrative. We believe establishing procedures for write in candidates for the 2022 election should be subject to city council approval. The city attorney reviewed the Charter and code with the city clerk, and together they reviewed Alaska Statute 15.25.105 Write In Candidates for the General Election. The Seward City Code references write in candidates, but is silent on the process on how to become a write in candidate, so referencing state statute seemed prudent. Looking at state statutes also made sense because SCC Section 4.01.015 references incorporation of Alaska Statutes Title 15 on matters "relating to the conduct of municipal elections". AS 15.25.105 governs write in candidates for state elections. It is not clear this state law "relates to" municipal elections. But given the short amount of time remaining before the election it is sensible to use this state statute as the basis for Seward's 2022 municipal election. Code changes to Chapter 4.01 to address declared write in candidates in city code will be done as part of the general recodification project. As well, in order to level the playing field between declared candidates and write in candidates, requiring a potential write in candidate who was planning to actively seek elected office to comply with all the reporting requirements of a declared candidate would be recommended. Doing this ensures voters will have access to the same universe of information about a write in candidate as they will have about a candidate whose name is printed on the ballot. PROPOSED PROCESS FOR BECOMING A WRITE IN CANDIDATE In lieu of completing the Declaration of Candidacy form, the candidate must file a dated and notarized Letter of Intent with the city clerk which includes: 1. The full name of the candidate; and 2. The full residence and mailing address of the candidate; and 3. The day and evening telephone number of the candidate; and 630 4. The office and term to which the candidate seeks election; and 5. The name of the candidate as the candidate wishes it to be written in on the ballot by the voter; and 6. The date of the election at which the candidate seeks election; and 7. A certification by the candidate that the candidate: a. Is a qualified voter; and b. Is a resident of the city; and c. Qualifies for the office to which the candidate seeks election at the time the letter of intent is submitted to the clerk; and d. Shall serve if elected; and e. Is not a candidate for any other office to be voted on at the election; 8. A statement with full signature of the candidate that the information in the Letter of Intent is true and accurate. The Letter of Intent under must be filed with the city clerk not earlier than the first business day following the last day of the filing period, and not later than 5:00 p.m. on the Friday before the Tuesday election. In addition, write in candidates must submit a City of Seward Public Official Financial Disclosure Statement with the city clerk at the time of filing a Letter of Intent. Write in candidates must also file electronically with the Alaska Public Offices Commission (APOC) in accordance with Alaska Statute 15.13. The city clerk must verify with APOC that the candidate has successfully completed this filing by 5:00 p.m. on the day before the Tuesday election. Becoming a declared write in candidate does not mean the candidate's name will appear on the ballot. RECOMMENDATION Approve the guidelines for Write hi Candidates for the 2022 Regular Municipal Election. 631 FJECEIVED CITY OF SEWARD, ALASKA AUG 18 2022, APPLICATION FOR THE OFFICE OF THE SEWARD PLANNING AND ZONING COMMISSION CIERK NAME:_ 5 2 a v\- V 1X/ka,t''1 STREET ADDRESS c)Gin 6 c �_- 'S4`' , MAILING ADDRESS: P - U . �> gf- ? 5-% HOME TELEPHONE: 3�� - 3G� _ 10 71 BUSINESS PHONE: E-MAIL ADDRESS: `� ccuU�u,_a V c� c�vC, , l_ c cvtn FAX: HOW LONG IN THE CITY LIMITS OF SEWARD: t,c2 �� c z0 1 { PRESENTLY EMPLOYED AT: e 00 List any special training, education or background you have which may help you as a member of the Commission. G1i ,.j+Lo r rU'r-A -0F "-VW Qjv t Have you ever developed real property, other than your own personal residence? If so, briefly describe the development: A) 0 I specifically interested in serving on the Planning and onmg Commission because- i 5 i25 S C 0 UV-Z i S 5 7i iA_S t -e. W­ v't ( c��, 2 t��a Have you ever served on a similar commission elsewhere? Yes o CNo)to, If so, where? And when? Are you available for meetings Tuesday evenings? Ls If appointed, are you willing to travel: Often Occasionally `Rarely Never Signature Date 632 CITY OF SEWARD P.O. BOX 167 SEWARD, ALASKA 99664.0167 From: Christy Terry, City of Seward Mayor SUBJECT: Letter of Commitment PROJECT: Seward Heat Loop Project Main Office (907) 224-4050 • Police (907) 224.3338 Harbor (907) 224-3138 • Fire (907) 224-3445 City Clerk (907) 224-4046 Community Development (907) 224-4049 • Utilities (907) 224-4050 Fax (907) 224-4038 FUNDING PROGRAM: Community Geothermal Heating and Cooling Design and Deployment FOA NUMBER: DE-FOA-0002632 Date: September 2, 2022 To the Office of Energy and Efficiency & Renewable Energy, The City of Seward wishes to express our support for the Heat Loop Project. The initial testing has been favorable that Seward can use geothermal technology to utilize the heat from Resurrection Bay. The design and construction of the heating district will supplement the boiler heating systems in the Library/Museum, City Hall, City Hall Annex and Fire Hall. The estimated fuel savings cost for this project is $25,000 per year. The Alaska SeaLife Center has already experienced tremendous success with their heat loop system and the City wishes to further expand on this renewable energy project. We feel this project will help lower the communities' carbon footprint by reducing/eliminating the use of heating oil in the City buildings. The heat loop system is expandable and could be extended downtown for businesses to save on heating costs as well. During the winter months, the downtown sidewalks could be heated to prevent the treacherous icy conditions. This heat loop design is the most dependable of the clean energy designs, and not reliant on wind or solar which are unpredictable in Alaska. Seward could become the leading example for other communities to follow. Seward appreciates having the ability to endorse this effort and it has our full support and backing. Sincer , Christy Terry, 633 September 2022 September 2022 October 2022 SuMo TuWe Th Fr Sa SuMo TuWe Th Fr Sa 1 2 3 1 4 5 6 7 8 910 2 3 4 5 6 7 8 11 12 13 14 15 16 17 9 10 11 12 13 14 15 18 19 20 21 22 23 24 16 17 18 19 20 21 22 25 26 27 28 29 30 23 24 25 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Aug 28 29 30 31 Sep 1 2 3 1:00pm PACAB Ad Hoc Committee Meeting @ Library- 4 5 6 7 8 9 10 HOLIDAY 6:00pm P&Z _._._. 12:OOpm PACAB 6:OOpm Work Session g........... Cancelled (Meeting - HPC Work Cancelled) Session (Review o..u_nc_il______ Municipal 7:00pm Lands Cancelled - Inventory and HPC Regular nage..m.ent.... e..ting.. 11 12 13 14 15 16 17 5:30pm CC Spc 1:00pm PACAB Mtg (Electric Ad Hoc Sale Committee Meeting @ 7:00pm CC Mtg r.axy (Council Lhamb_e.r 18 19 20 21 22 23 24 6:00pm P&Z 12:00pm PACAB Work Session WS (Council ham b_e.rs) ................... 25 26 27 28 29 30 Oct 1 5:30pm CC Spc 1:00pm PACAB 5:30pm CC Spc Mtg (SMIC Mtg (Rec Ad Hoc Bench ex...5.tuclya.... Committee Feasibility Meeting @ r.a.ry 7:00pm CC Mtg Council Calendar 9/8/2022 9:50 AM 634 October 2022 October 2022 November 2022 SuMo TuWe Th Fr Sa SuMo TuWe Th Fr Sa 1 1 2 3 4 5 2 3 4 5 6 7 8 6 7 8 9101112 9 10 11 12 13 14 15 13 14 15 16 17 18 19 16 17 18 19 20 21 22 20 21 22 23 24 25 26 23 24 25 26 27 28 29 27 28 29 30 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Sep 25 26 27 28 29 30 Oct 1 2 3 4 5 6 7 8 ELECTION DAY 7 12:00pm PACAB 1:00pm Canvass am - 8 pm MtQ Board (Council (Council Chambers - Open to wic).. 9 10 11 12 13 14 15 7:00pm CC Mtg 7:00pm P&Z 1:00pm PACAB (Council e..Ling ............................. Ad Hoc hamb_e.rs)................. ommitt 6:OOpm HPC on 7:00pm HPC . u la. r................................ 16 17 18 19 20 21 22 HOLIDAY 5:30pm CC Sp c 12:00pm PACAB 9:00am Mtg Cancelled - (2023/2024 CC Work dget) Session 6:00pm P&Z (Proposed Joint WS Changes to A.B..........................� w.arsL...C.it 23 24 25 26 27 28 29 IIIIII 5:30pm CC IIIIII 5:30pm CC 1:00pm PACAB Special Mtg Special Mtg Ad Hoc (2023/2024 (2023/2024 Committee Budget) JBu.dg.et) ............................... Meeting @ 7:00pm CC Mtg 6:00 rary (Chambers) Cancelled P_&Z... W.o.rk................... 30 31 Nov 1 2 3 4 5 Council Calendar 9/8/2022 9:50 AM 635 November 2022 November 2022 December 2022 SuMo TuWe Th Fr Sa SuMo TuWe Th Fr Sa 1 2 3 4 5 1 2 3 6 7 8 9 10 11 12 4 5 6 7 8 910 13 14 15 16 17 18 19 11 12 13 14 15 16 17 20 21 22 23 24 25 26 18 19 20 21 22 23 24 27 28 29 30 25 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Oct 30 31 Nov 1 2 3 4 5 7:00pm P&Z 12:00pm PACAB Meeta.ng........................... Mtg.............................. 6 7 8 9 10 11 12 ELECTION DAY 7 1:00pm PACAB I I HOLIDAY am - 8 pm Ad Hoc (Council Committee ers)................. 6:00pm HPC Work Session LC.o..uncil 7:00pm HPC Regular Meeting............................. 13 14 15 16 17 18 19 7:00pm CC Mtg 6:00pm P&Z 12:00pm PACAB (Council Work Session WS hamb-e.rs).. (Council ambers) .................. 20 21 22 23 24 25 26 5:30pm CC HOLIDAY HOLIDAY Special Mtg 1:00pm PACAB (2023/2024 Ad Hoc dg.et) ............................... Committee Meeting @ Library- 27 28 29 30 Dec 1 2 3 5:30pm CC Special Mtg (2023/2024 dg.et)................................. 7:OOpm CC Mtg ham b e rs)............... Council Calendar 9/8/2022 9:50 AM 636 023 SuMo TuWe Th Fr Sa SuMo TuWe We Th Fr Sa December 2022 December2022 JanuaryTh 1 2 3 1 2 3 4 5 6 7 4 5 6 7 8 910 8 9 10 11 12 13 14 11 12 13 14 15 16 17 15 16 17 18 19 20 21 18 19 20 21 22 23 24 22 23 24 25 26 27 28 25 26 27 28 29 30 31 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Nov 27 28 29 30 Dec 1 2 3 4 5 6 7 8 9 10 7:00pm P&Z _._. 12:00pm PACAB 1:OOpm PACAB Meeting Mtg........... Ad Hoc ommittee 6:OOpm HPC Work Session o..uncil 7:00pm HPC Regular 11 12 13 14 15 16 17 7:00pm CC Mtg (Council -Chambers).- 18 19 20 21 22 23 24 6:00pm P&Z 1:00pm PACAB HOLIDAY 12:00pm PACAB Work Session WS Ad Hoc (Council Committee hamb_e.rs).................. Meeting @ raw- 25 26 27 28 29 30 31 hI HOLID� 7:00pm CC Mtg Council Calendar 9/8/2022 9:50 AM 637