Loading...
HomeMy WebLinkAbout07262010 City Council PacketC7 1963 1965 2005 The City of Seward, Alaska ,I-ameiicac i CITY COUNCIL MEETING AGENDA {Please silence all cellular phones and pagers during the meeting} July 26, 2010 7:00 p.m. Council Chambers 1. CALL TO ORDER Willard E. Dunham 2. PLEDGE OF ALLEGIANCE Mayor 3. ROLL CALL Term Expires 2011 4. CITIZENS' COMMENTS ON ANY SUBJECT EXCEPT THOSE ITEMS SCHEDULED FOR PUBLIC HEARING. [Those who have Jean Bardarson signed in will be given the first opportunity to speak. Time is limited to Vice Mayor 2 minutes per speaker and 30 minutes total time for this agenda item.] Term Expires 2010 5. APPROVAL OF AGENDA AND CONSENT AGENDA [Approval of Consent Agenda passes all routine items indicated by asterisk (*). Robert Valdatta Consent Agenda items are not considered separately unless a council Council Member member so requests. In the event of such a request, the item is returned Term Expires 2011 to the Regular Agenda] Tom Smith 6. SPECIAL ORDERS, PRESENTATIONS AND REPORTS Council Member A. Proclamations and Awards Term Expires 2011 1. Welcome to the Officer's and Crew of the U.S. Coast Guard Cutter Healy on their patrol break during July 21-27, 2010...... Pg. 4 Vanta Shafer 2. Certificates of Appreciation in anticipation of their retirement to Council Member Mary Toll, KPB Platting Officer, and Jane Gabler, KPB Floodplain Term Expires 2011 Administrator............................................................ Pg. 5 3. Proclamation celebrating 20 years of the American's with Marianna Keil Council Member Disabilities Act (ADA).................................................. pg. 7 4. Welcome proclamation and introduction of the 2010 Japanese Term Expires 2010 Exchange Students and Adults from Obihiro Japan ................ Pg. 8 Linda Amberg B. City Manager's Report Council Member C. Mayor Report Term Expires 2010 D. Other Reports and Presentations 1. Presentation by AML/JIA Kevin Smith. Phillip Oates 2. Presentation by Jill Simpson of Seaview Comm. Center, re: Alaska City Manager Children's Trust Grant. Jean Lewis 7. PUBLIC HEARINGS City Clerk A. Resolution 2010-062 Authorizing The City Manager To Enter Into Cheryl Brooking An Amendment To The Lease Agreement 94-093 With DCS Tower Sub, LLC, City Attorney As Successor In Interest To McCaw Cellular Communications, Inc For Lot 1, Block 8, Fourth Of July Subdivision, Seward Marine Industrial Center, For The Purpose Of Extending The Term Of The Lease To June 30, 2015............ Pg. 9 B. Resolution 2010-063. Amending The Garbage Tariff ...........Pg. 16 City of Seward, Alaska Council Agenda July 26, 2010 Page I 8. UNFINISHED BUSINESS — None 9. NEW BUSINESS A. Resolutions 1. Resolution 2010-064, Approving A Franchise For The Collection And Disposal Of Garbage And Refuse With Alaska Pacific Environmental Services Anchorage, LLC dba Alaska Waste, Subject To Approval By The Voters Of Seward At The October 5, 2010 RegularCity Elections...........................................................................Pg. 22 *2. Resolution 2010-065, Accepting A Grant From The State Of Alaska Department Of Corrections Grant Program In The Amount Of $ 9,785.24 For The Purpose Of Repairing Modular Seating And Bunk Beds In The Seward Community Jail And Appropriating Funds...............................................................................................Pg. 35 *3. Resolution 2010-066, Accepting A Grant For $2,000 From Holland America Line Inc. Community Advisory Board For The Purchase Of A Kit Greenhouse For The Summer Greenhouse Program At The Teen Youth Center...........................................Pg. 40 4. Resolution 2010-067 To Approve In Principle And Adopt With Revisions The Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan.................Pg. 43 5. Resolution 2010-068, Supporting The Road And Sidewalk Priority Lists That Are To Be Funded Using The Statewide Transportation Improvement Program And Federal Earmark Monies Administered Through ADOT&PF..................................... Pg. 137 6. Resolution 2010-069 Authorizing The City Manager To Enter Into Amendment Number Two With Rise Alaska, LLC (Rise) For Professional Project Management Services Through 65% Design For The New Co -Located Library Museum Facility, Appropriating Additional Funding Not -To -Exceed Forty Nine Thousand Five Hundred Dollars ($49,500) And Accepting Grant Funds Totaling $4.7 Million From The State Of Alaska........................................................................................... Pg.141 7. Resolution 2010-070, Supporting the Seward Community Library Museum Project, Authorizing The City Manager To Submit A Tier 2 Full Proposal To Rasmuson Foundation Requesting Not More Than $1.5m, And Acknowledging The Intent To Bond In An Amount Not To Exceed $2.5m For The Construction Of The Seward Community Library Museum.........................................................................................Pg. 147 B. Other New Business Items 1. Discussion on Mayor/Council planned travel budget for 2010..................... Pg. 159 2. Re -Schedule the work session on land policies and lease procedures. 10. INFORMATIONAL ITEMS AND REPORTS (No action required) A. City of Seward May Financial Report ..............................................Pg. 162 B. Providence Seward financial Report for May......................................Pg. 163 City of Seward, Alaska Council Agenda July 26, 2010 Page 2 C. Copy of Mayor letter to Obihiro Mayor........ . D. Copy of 3 Mayor letters to Yeosu City Korea .............. ....Pg. 166 E. Seward Harbor Write -Off for FN Taku............. 11. COUNCIL COMMENTS 12. CITIZENS' COMMENTS [S minutes per individual - Each individual has one opportunity to speak.] 13. COUNCIL AND ADMINISTRATION RESPONSE TO CITIZENS' COMMENTS 14. ADJOURNMENT City of Seward, Alaska Council Agenda July 26, 2010 Page 3 PROCLAMATION WHEREAS, the United States Coast Guard Cutter Healy is the United States' newest and most technologically advanced polar research icebreaker put into commission in 1999 by the United States Coast Guard; and WHEREAS, the vessel was constructed by Avondale Industries in New Orleans, Louisiana and named in honor of Captain "Hell Roaring" Michael A. Healy; and WHEREAS, the U. S. Coast Guard Cutter Healy was designed to conduct a wide range of research activities, has significant scientific laboratory space, accommodates up to 50 scientists, and is also a capable platform for supporting other potential missions in the polar regions, including logistics, search and rescue, ship escort, environmental protection, and enforcement of laws and treaties; and WHEREAS, Seward is fortunate enough to have the previous commanding officer of the U.S. Coast Guard Cutter Healy, making Seward his home; the esteemed Daniel K. Oliver, who is now our University of Alaska Marine Science Director; and WHEREAS, the City Council and community appreciate the men and women in the Coast Guard who helped build the Seward Community Playground in 2008; and WHEREAS, the U.S. Coast Guard Cutter Healy will be in the port of Seward July 21 through 28, 2010 and has organized a Community Outreach program; and WHEREAS, three projects to be completed are assisting a Qutekcak native tribal elder in building her own home, attending a picnic with Seward Senior Center residents, and spreading wood chips and other tasks at the Seward Community Playground; and WHEREAS, the City Council and the citizens of Seward, are once again, thrilled and honored to host the U.S. Coast Guard Cutter Healy and hope the officer's and crew are provided with an enjoyable mid -patrol break during their stay. NOW THEREFORE, I, Willard E. Dunham, Mayor of the City of Seward, Alaska, along with the City Council and the citizens of Seward, wish to thank the U.S. Coast Guard Cutter Healy for their community outreach, the dedicated service they perform daily for our country, and welcome them once again to Seward. Dated this 26th day of July, 2010. THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor Olson .104 6W , Two- zoo, g7ra -91 Non, P: Roy Oran 0 PROCLAMATION WHEREAS, the Americans with Disabilities Act (ADA) was signed into law twenty years ago, by president George H. W. Bush to establish a clear and comprehensive prohibition of discrimination on the basis of disability; and WHEREAS, the Americans with Disabilities Act sees people with disabilities as people first; worthy of respect, equal opportunity for employment, physical access and the right for autonomy and independence; and WHEREAS, numerous organizations in Seward, work with constituents and communities to bring forth the promise of hope and freedom that is envisioned by the passage of the ADA; and WHEREAS, July 26, 2010 celebrates the 20th Anniversary of the Americans with Disabilities Act with a Community Potluck and celebration at Seward's First Lake Park hosted by Seward Independent Living Center. NOW THEREFORE I, Willard E. Dunham, Mayor of the City of Seward, do hereby honor the twenty year anniversary of the passage of the Americans with Disabilities Act and celebrate the positive impact it has on the lives of people with disabilities across our nation and within the state of Alaska. Willard E. Dunham, Mayor �PEN�0 A Promoting choice, independence and quality of life for persons ir and families living with disability. { 19 1% 0 PROCLAMATION WHEREAS, the City of Seward, by resolution dated November 20, 1967, formally declared Obihiro, Japan as our sister city and in March 1968 was recognized as sister cities by Sister Cities International; and WHEREAS, for the past forty-three years our two communities have participated in various cultural exchanges which have led to deeper friendships and closer relationships between our two sister cities and our citizens; and WHEREAS, since 1973, our communities have sponsored an annual student exchange involving high school students who experience each other's culture, lifestyles and families; and WHEREAS, in 1982, a group of band and choir students traveled to Japan to participate in parades, concerts and festivities during the Obihiro Centennial Celebration; and WHEREAS, in 2002 we celebrated Obihiro's 120`h birthday in Japan, and in 2003 the Obihiro Delegation celebrated Seward's 100`h birthday in Alaska. WHEREAS, Jed Wilde, Maggie Herbert, Hannah Beutler, and Rain Becker have been selected to participate in the 2010 exchange program; and WHEREAS, the City of Seward extends a warm welcome from all of Seward's citizens to students Yuki Okuyama, Fumi Mitamura, Chihiro Muramatsu, and adults Hiroyoshi Nishijima, Tsugio Komazawa, and Josh Neta, 2010 representatives from the City of Obihiro. NOW THEREFORE, I, Willard E. Dunham, Mayor of the City of Seward, Alaska, do hereby proclaim the week of July 26-30, 2010 to be SEWARD-OBIHIRO SISTER CITIES APPRECIATION WEEK in the City of Seward honoring 43 years of friendship between Obihiro, Japan and Seward, Alaska. Dated this 26`h day of July 2010. THE CITY OF SEWARD, ALASKA rrcuuru r�. uunnurn, [vluyor it ail 7 G. 3 E Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-062 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AMENDMENT TO THE LEASE AGREEMENT 94-093 WITH DCS TOWER SUB, LLC, AS SUCCESSOR IN INTEREST TO MCCAW CELLULAR COMMUNICATIONS, INC FOR LOT 1, BLOCK 8, FOURTH OF JULY SUBDIVISION, SEWARD MARINE INDUSTRIAL CENTER, FOR THE PURPOSE OF EXTENDING THE TERM OF THE LEASE TO JUNE 30, 2015 WHEREAS, DCS Tower Sub, LLC, successor in interest to McCaw Cellular Communications, Inc., ("Lessee") has requested a lease term extension to its existing lease agreement with the City of Seward for 1,320 square feet, more or less, within Lot 1, Block 8, Fourth of July Creek Subdivision, Seward Marine Industrial Center, Kenai Peninsula Borough Plat number 97-27, Seward Recording District, Third Judicial District, State of Alaska; and WHEREAS, the current lease has been in effect since September 12, 1994 and the Lessee has submitted a request for an extension of the lease term in accordance with Section 2.4 of the Lease; and WHEREAS, Section 2.4 of the Lease provides that the Lessee shall have the right to extend the initial term of the Lease for three additional five-year periods provided that Lessee exercise the option to extend at least 180 days prior to the expiration of the then current Lease term, Lessee is not in default, and the Seward City Council approves the extension by resolution; and WHEREAS, this is the final extension allowed by the original Lease, however this lease amendment acknowledges the Lessee shall have the right, at the Lessee's option to further extend the Lease Agreement for three (3) additional periods of five (5) years each beginning on July 1, 2010 for possible options to extend until June 30, 2030; and WHEREAS, the amendment recognizes the previous assignment by Dobson Cellular to its affiliate DCS Tower Sub, LLC and includes a 3% annual rent increase. 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 enter into an amendment of the lease agreement with DCS Tower Sub, LLS, as successor in interest to McCaw Cellular Communications, Inc., in substantial form as presented at this meeting, to extend the Lease term to June 30, 2015 and to include amendments to the Lease as described in the above recitals. CITY OF SEWARD, ALASKA RESOLUTION 2010-062 Section 2. This resolution shall take effect thirty (30) days after its adoption and posting. Upon effectiveness of this resolution, the amendment will be effective July 1, 2010. PASSED AND APPROVED by the City Council of the city of Seward, Alaska, this 26`h day of July, 2010. THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor AYES: NOES: ABSENT: ABSTAIN: ATTEST: Jean Lewis, CMC City Clerk (City Seal) Council Agenda Statement Meeting Date: August 9, 2010 Through: Phillip Oates, City Manager From: Kari Anderson, Harbormaster Subject: Lease Amendment for DCS Tower Sub 94 093 BACKGROUND & JUSTIFICATION: Initially, McCaw Cellular Communications, Inc., entered into a lease with the City for 1,320 square feet, more or less, within Lot 1, Block 8, Fourth of July Creek Subdivision, Seward Marine Industrial Center. This leased area encompasses a cell phone tower and associated electric infrastructure. The Lessee's interests were assigned several times, and in 2005 Resolution 2005-23 extended the term of this lease (now with Dobson Cellular) through June 30`', 2010. Article 2.4 of this lease provides that the Lessee shall have the right to extend the initial term of the Lease for three additional five-year periods, with a final extension option to June 30, 2015. This proposed lease extension would be the third and final extension allowed under the current lease. However, the proposed amendment language would allow for three additional options for extensions of five years each, for possible options to extend until June 30, 2030. The amendment also includes an annual rent increase and recognizes the assignment of Dobson Cellular to its affiliate, DCS Tower Sub, LLC. INTENT: To propose an extension of the current lease with DCS Tower Sub, LLC, as successor to the original lessee McCaw Cellular Communications, Inc., #94-093 for an additional five years, ending June 30, 2015. CONSISTENCY CHECKLIST: Where applicable, this resolution is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures or Other Plans or Policies: Yes (List Below) No Seward Marine Industrial Center Development Plan Land use: Uses allowed within SMIC should focus on strengthening and enhancing the area as a center for marine and other compatible industries. FISCAL NOTE: The Lease Agreement was amended to add language to Section 3.5 regarding interim rental adjustments of 3% for each year in the period between each Rental Adjustment Date. Approved by Finance Department: ATTORNEY REVIEW: YES X NO RECOMMENDATION Council approve Resolution 2010- 05 approving the extension of lease number 94-093 with DCS Tower Sub, LLC to June 30, 2015 and amending the lease. i� LEGEND: q% li (foure tlW'•�in`vk4Jj Nerunmt • PM' RNar (fauna Mk nrney) O V., PNr (eel Ma *n+.r) u ffI Yq rol o '_ '✓v �A Y c^9 xYE�jI '.'ply )I.t - lFa, .T, xP9'25'eTf 2.6.59 4e0a CnM B1-1 Eeaeme. ,a 1 \\ 1 2 U (He toy A Rq.+asYrvel� 1992 YK ', C ///A .. w_ 100 z 1 I 0 N1 1 DO. Aw.) ��ll---III I � • N II t, R nd Tact A�� .... ,.. :�.. .�.I .......... ... sr;ti. 1 L, I ,...mom \ •��`. �� I 1 IN..I ,xd..lf) Pes•a'527 1• 12 ?LA- APPROVAL I..s nA- ms avYm,.ex dY � awN I:FI•xsik], lltRflUp. nnM.w, ;mPs:ycx aT re xrrr:xc KGrae6✓ 1+ /4vr Npu PfMYSUIn BMawl � - 'Sfl9'1•H'N I1Da.B1) SMIfl"3'W 'IMfl3' jURVE`CIR'S CERTIFICATE a-VfY 4ku;: I cm ;oenly rylnr•a and Ycma.e to Frac.Kn Iona .wwraM m Me slal• N AkMa, urn MNM +'rexav J r..:ke N kM n:wp, F IM Slate el N.Ma_ [nl. 24 61Lw�T a l � J 53 NO O � coJ Ns U c. pro C' (v, �� S i SI S/ @3 i � J � � I C 7 L :xe9lav+•E zBea.Ia_ �r�1 g I •'_ 19 S 20 � p�f OV 42q ��EP RECORDED :iA Va F -fI4. g P�4p,�aRPr Mh�srm Br: SURYEK 5 YE Wh� &A Ilbt sko" 97-aq N P- T V.GN1-Y MAP I CL' 11.1(:AT" oi, JrVt\ R 'HIN and DEDICATION , MER(BY SRKr nlnr NE APd rnF ora(R,s; rF l,f REAE rmvfx<Y SxD1RN NC rISEAIKB MEPEfN JND NMr K xfPEbY ADMI IMS R/JI 91MpNS �I N9 lr'ttR EVES r:;;ryy]„ M.Ixf,ATAlt Wb,TS-rt- NAY MID PUIEIC K.TO PUBLN: FSE Mf11 MAMi ALL EASEVp1S TU RE USE SNMN. �sr el s..e,e s.nvJ. NNYn aMa. NOTARY'S ACr(NOWI FDGENE�N�T L' SUbSTP.UlU AMD $ndlN BEFORE YE d15 �+_ BAY R J lu: rM n,rk I . , Ffan. I uY fMR55gx EdPsf51�' Ag lot 'Zi•%',ifCy.1' NDTES: II urtlaP,nml .f UNw Iw ve wkal M Im :a, nl sn.aM• rm+'s .yulalkro. tlle.l P� odNEml tonqn ..,Y, q,a 5 n -.,n al r� rrw.p rnN e•aNII In'a 2�! n« B .e e .: N Pem:eNel akur.Yre mNruaba v pane M Nn a uMRY Neewml .n <x .otla i,Irlr..Pn IM al•IIr eI n ul:lY lu ux IM eo,m,s,l. !) Fw MMM m, wex.Ym mar N I«m.a :Ikk: a aNgIa1M n.ex P trd sw. baWYx b, mo,t cmWy MA qwr �, IM Meal Oar•Jy, caN el DreS:wrer. snury le aetyymFe. Ms tlswlla. el M• gNMy may N :.r.irN Mb Is cmHrvNIN. .) 1 r 'A' k n .rNn rood certm naa 1 rnlrlc:M M I.e..t,, ply aM oUr aulna,la.J Pr.mnp. YI'lrnaFR 09p$K: Pkn. b um+Inr,tr elge•tl. NM mM �) a9u��T N(-y rpu•em�i'nh xe m Ise N IN NUMB DpwFnmt al En tl DmNrMlm,. d) PWIk atom •NxnMo —1. by Mu P.I. aEpaM by be D.- PNlmml el HYMN Reexncae Jewry aU.:9Y. ma W. xanJ Pe- nMla Bor 0 PlmnYp f �fabn Jux 5. tYY:, ar- A)o Nk xcvn YONnmI ae•araee uRnk SMe of NaMu h1enl a sts »-e• .,. so loot tlmY nN e,a:,pr n1yl xel.r n, rorM N .wy G.tl::a ed,N mmm�nn :reM• a. PwYer.e m Ills Bw snug PI.I of TIS RIC SN., eccNlea 12/id/1& a) �5 root Ma••M^^ aaaemen, tlma IN mem x,ee doe Ix,. el nrcelb gar eeNrk.J N vwY P N N ASLs ]d-69. e) KNk pxv.a noe.mmn Je.cnbb Mink, 5laN uI NaMa Pelml M. 39r4 b Y.S. Swusy Vfl2] N 50 reel tlm5 I. — nIN91V: Mw morY of RNw.nl r PuP M. ar•R+ary bbI, 1+ m N . sl aMY 6.1a oM vmeNa N..n. N P—r d e•NCM .w.•Y aN1 N U.S °.wroY . 111V. Fourth of July Creek Subdivision Seward Marine Industrial Center enJ VK�iCk N >.Alk EvennLL .Non aWCrv:�:,Ayl.i ILe2. U.iS .C] kaununY. yI/. ma WE,/� See, 13 PIW eM SM/• rsa gl/V 4r.',P RI'. T15, SY, ,TIy nl S•noN. TM.J Ruttxa'nd pkl.kl. xlm�N �rilsxa Bemrp:. AkMn cmaatina le•.sx ne. saM , nr I INTEGRITY SURVEYS 6M SMrN Ira.. xmei va 9•EII-aM3 _.wa rv". `_ : -n . a; l0•e v,eMeRs JW x0: e]I.3 p1AW. 20 t'•eme•, ,911Y CP SUPAEYFh xw-feo. ,P93 T4YG 1' � 100' rRID ax: sY-Il wsx: W14s..vJ mm�.itl Site #: AK-5059 Site Name: Seward FOURTH AMENDMENT TO LEASE AGREEMENT This Fourth Amendment (°Fourth Amendment") to that certain Lease Agreement, dated January 12, 1995, by and between The City of Seward (the "CITY") whose address is PO Box 167, Seward, Alaska, 99664 and DCS TOWER SUB, LLC, a Delaware limited liability company, as successor to the original lessee McCaw Cellular Communications, Inc., ("LESSEE') whose address is 750 Park of Commerce Boulevard, Suite 300, Boca Raton, Florida 33487 is made and entered into this day of , 2010. RECITALS WHEREAS, the CITY and LESSEE entered into a certain Lease Agreement dated January 12, 1995 for the property located at 321 Sorrel, City of Seward, Kenai Peninsula, State of Alaska as amended by Amendment Number 1 dated December 23, 1997, Lease Amendment No. 2 in 2003, and Lease Amendment No. 3, dated June 2, 2005 (the "Lease Agreement"), WHEREAS, the CITY and LESSEE desire to amend the renewal terms and extend the Lease Agreement for the property described as: Lot 1, Block 8, Fourth of July Creek Subdivision, Seward Marine Industrial Center, Kenai Peninsula Borough Plat number 97-27, Seward Recording District, Third Judicial District, State of Alaska, containing 1,320 square feet, more or less. NOW THEREFORE, inconsideration of the foregoing. promises_and for other good and valuable_ consideration, the receipt and sufficiency of which is hereby acknowledged, the CITY and LESSEE herein agree as follows: 1. The CITY and LESSEE acknowledge and agree that this Lease Agreement is extended for an additional five (5) year term commencing on- July 1, 2010 and expiring June 30, 2015 at 11:59 p.m. 2. The CITY and LESSEE acknowledge and agree that LESSEE shall have the right, at LESSEE's option and subject to the requirements of section 2.4 of the Lease Agreement, to further extend the Lease Agreement for three (3) additional periods of five (5) years each beginning on July 1, 2015 for possible options to extend until June 30, 2030 at 11:59 p.m. 3. For Notice requirements pertaining to the Lease Agreement, the mailing address for LESSEE in Article 37 of the Lease Agreement shall be: DCS Tower Sub, LLC Attention: Asset Manager 750 Park of Commerce Boulevard, Suite 300 Boca Raton, Florida 33487 GTP Site ID Reference: AK-5059 - Seward 4. The Lease Agreement is amended to add the following Section 3.5: 13 Site #: AK-5059 Site Name: Seward 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, 2011, and on July 1 of every year thereafter (each on "Interim Rental Adjustment Date") in an amount of 3% of the previous years lease rate. 5. Lessee is an affiliate of Dobson Cellular Systems, Inc, and has an interest in the Lease Agreement pursuant to an assignment to an affiliate as set forth in Section 14.3 of the Lease Agreement. 6, Except as and only to the extent explicitly modified by the terms and provisions of this Fourth Amendment, all terms and provisions of the Lease Agreement as amended are ratified and confirmed in all respects and shall hereby remain in full force and effect. In the event of any conflict between the Fourth Amendment and the Lease Agreement as amended, the language of the Fourth Amendment shall prevail. PKI Site #: AK-5059 Site Name: Seward IN WITNESS WHEREOF the parties have executed this Fourth Amendment to Lease Agreement as of the date and year set forth above. CITY OF SEWARD: BY: Name: Phillip Oates Title: City Manager ATTEST: Jean Lewis, CMC STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) LESSEE: DCS TOWER SUB, LLC a Delaware limit B' ' pang Shawn Ruben Secretary THIS IS TO CERTIFY that on this day of , 2010, before me, the undersigned.a Notary Public in and for the State of Alaska, personally appeared Phillip Oates, 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. My Commission Expires: Notary Public in and for Alaska State of Florida County of Palm Beach On the day of in the year 2010, before me, the undersigned, a Notary Public in and for said state, personal) appealed Shawn Ruben, Secretaryof DCS Tower Sub, LLC personally known to me to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument.. NOTARY PUBLIC -STATE OF FLORIDA �aj :- Tracy M. Reich Notary %Commission #DD579937 ''•.,,,,.•` Expires: JULY 31, 2010 BONDED THRU ATL1N -nC BONDING CO., INC Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-063 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, AMENDING THE GARBAGE TARIFF WHEREAS, a proposition was placed before the qualified voters of the City at a regular municipal election held on October 3, 2000, and the voters approved a franchise agreement for the collection and disposal of garbage and refuse between the City of Seward and Peninsula Sanitation Company, Inc. ("Peninsula Sanitation"), which was subsequently assigned to Alaska Pacific Environmental Services Anchorage, LLC ("APES") doing business as Alaska Waste — Kenai Peninsula, LLC; and WHEREAS, the City and APES entered into a renewal contract on September 15, 2005 upon approval of Resolution 2005-79, with said contract set to expire December 31, 2010; and WHEREAS, the current garbage tariff was adopted by Council according to Resolution 2004-18 which was effective April 1, 2004, and has not been adjusted since then; and WHEREAS, the contract authorizes APES to submit a written request to the City, along with sufficient data on projected revenues and expenses to support its request for an adjustment to the rates, and APES proposes to submit such information to the City Council at a work session held on July 22, 2010; and WHEREAS, APES is requesting an upward adjustment of 25% to all garbage rates in order to offset the increase in costs, including fuel costs, since 2004, and such rates will now be reflected in "Exhibit 2" of the Contractual Agreement for the Collection and Disposal of Garbage, Rubbish and Waste Material in the City of Seward, Alaska. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, that: Section 1. Effective October 1, 2010, the City of Seward garbage/refuse rates and charges as set forth in the Utility Tariff are deleted and replaced with the rates and charges attached hereto and incorporated herein by reference. Section 2. This resolution shall take effect ten days following adoption and posting. The rate increase shall take effect on October 1, 2010. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 26th day of July, 2010. Council Agenda Statement Meeting Date: July 26, 2010 Through: Phillip Oates, City Manager From: Kristin Erchinger, Finance Director Agenda Item: Tariff rate increase for the collection and disposal of arba e and refuse BACKGROUND & JUSTIFICATION• The City of Seward, through its Charter and its Code of Ordinances, provides for the collection and disposal of garbage and rubbish. To that end, the City previously applied for, and was granted, a Certificate of Public Convenience and Necessity by the Regulatory Commission of Alaska, for its refuse utility (Certificate U-99-22). Since at least the early 1970s, the City has utilized a private contractor to provide refuse services in Seward. The current garbage tariff was adopted by Council according to Resolution 2004-18 which was effective April 1, 2004, and has not been adjusted since then. APES is requesting an upward adjustment of 25% to all garbage rates in order to offset the increase in costs, including fuel costs, since 2004, and such rates will now be reflected in "Exhibit 2" of the Contractual Agreement for the Collection and Disposal of Garbage, Rubbish and Waste Material in the City of Seward, Alaska. Refuse rates in Seward have been increased two times since 1991, under previous contractors. In 2002, the residential rate (for the first two standard containers, one pick-up per week) rose from $10.85 to $15.94 per month (47%), and then to $17.22 per month in 2004 (8% increase). This reflects an average annual increase in refuse rates since 1991 of 3% or $0.34 per year. Rates have not increased in the past six years under APES. The contract being reviewed by council authorizes APES to submit a written request to the City, along with sufficient data on projected revenues and `expenses to support its request for an adjustment to the rates, and APES proposes to submit such information to the City Council at a work session held on July 22, 2010. Proposed Changes in Contract: The new proposed contract is for a period of only one year, and includes a proposed rate increase of 25%, bringing the residential rate to $21.53. The purpose of the shortened contract is to provide time for the City and APES to address additional issues, such as APES' request to include an automatic rate escalation annually based on the consumer price index, as well as their request to adopt a fuel surcharge which would fluctuate monthly in a manner similar to the City's electric utility charges. APES would also like to initiative community forums to assess potential interest in developing a Recycling and Waste Management Plan to include initiatives such as recycling, grease collection, bear -resistant containers, alternative collection container systems, and the associated capital requirements of these potential initiatives. APES expects to undergo upgrades to its equipment fleet in the near future, which they anticipate will result in future rate increases. However, prior to investing in such upgrades, they desire to better understand the needs of the community as it relates to recycling efforts going forward. Heretofore, the City of Seward has done the billing for refuse service within the Seward Public Utility service area, for a fee equal to 12.5% of gross revenues. Under the new contract, APES proposes to assume responsibility for their own billing. The City will reduce its billing fee from 12.5%, to a franchise fee of 3%, to compensate the City for maintenance and use of its roads and alleys, per Seward City Charter § 13.5(7). Based on estimated gross revenues of $504,000 in 2010, the City's fee will decline from $63,000 to $15,120, or a total reduction of $47,880. The City administration recommends approving an increase in tariff rates for the collection and disposal of garbage and refuse. CONSISTENCY CHECKLIST: Where applicable, this tariff increase is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. Other: ATTORNEY REVIEW: YES X No FISCAL NOTE: Approval of increase will result in an increase in customer rates of 25% across-the-board, and a reduction in City revenues of $47,880, based on the contractor assuming responsibility for billing for refuse services and the City's collection of a 3% franchise fee. It further authorizes annual rate reviews, whereby the Seward City Council is required to approve refuse rates charged by the contractor. Approved by Finance Department: JUu=pAwu.;40 RECOMMENDATION: Council approve Resolution 2010� approving an increase in tariff rates for the collection and disposal of garbage and refuse with Alaska Pacific Environmental Services Anchorage, LLC. EXHIBIT 2 SCHEDULE OF YEAR 2010 FEES REFUSE COLLECTION RATES IN SEWARD SERVICE CHARGE FOR CONTAINERS 2.0 but less than 2.5 yd. 2.5 yd but less than 3 $12.61 $54.60 $109.20 ,.Qa $163.79 y n wr_K $218.39 J X WF .K $272.99 6 X WFFK $327.59 $25.21 yd. 3 yd but less than 4 yd. $19.48 $22.40 $84.35 $168.70 $253.05 $337.40 $421.75 $506.10 $38.96 4 yd but less than 5 yd. $25.63 $96.98 $193.95 $290.93 $387.91 $484.89 $581.86 $44.79 5 yd. but less than 6 d. $30.75 $110.95 $221.90 $332.84 0443.79 $554.74 $665.G9 $51.25 6 yd. but less than 8 yd. $35.38 $133.16 $266.33 $399.49 $532.64 $665.80 $798.96 $61.50 8 yd. $153.15 $306.30 $459.46 $612.61 $765.76 $918.91 $70.74 $47.99 $207.81 $415.61 $623.43 $831.23 $1,039.04 $1,246.85 $95.99 NO. PICKUPS PER WEEK First Two Containers Additional Containers Drive Out and Pack Out Service per Month 1 $21.53 $1.54 per picku $18.96 2 $43.04 $1.54 per picku $37.94 3 $64.56 $1.54 per ickup $56.90 4 $86.08 $1.54 per pickup $75.88 5 $107.60 $1.54 per pickup $94.85 6 $129.11 $1.54 per pickup $113.80 RESIDENTIAL SEE ICE Monthly rhnr n F . ll..e m:...e n.._ m__,_ n First Two Cans or Two 32 gal bpc* or One 96 gal bpc* One 64 gal bpc* One 96 gal bpc* w/cart Additional Cans Pack Out Single Family or Apartment 21.53 32.29 41.04 $1.54 per icku $18.96 ROLL-ON/ROLL-OFF CONTAINER SERVICE $135.00 PER HOUR Time and Equipment rates apply to special pickups One Truck and One Person: $135.00 per hour One Truck and Two Persons: $175.50 per hour Special Pickups: 1.5 times the regular hourly rate (After 5:00 p.m. and before 8:00 a.m. and anytime on Saturday, Sunday or holidays) Minimum Charge: 1/2 Hour at the applicable rate Maintenance of Pick Up Area: $13.50 minimum charge Extra Yardage: $6.00 per cubic yard * bpc = Bear Proof Can Effective: October 1, 2010 REFUSE COLLECTION RATEdIN SEWARD SERVICE CHARGE FOR CONTAINERS Monthly Charge x x ANT N R SIZE 1 x M 1 X WEEK 2 x WEE WEEK WEEK WEEK WEEK SPECIAL c�ac�r$262.0710 but less than yd. $10.09 $43.68 $87.36 $131.03 $174.71 $218.39 $20.17 /2 yd but less ���a� 1 3 yd. $15.58 $67.48 $134.96 $202.44 $269.92 $337.40 $404.88 $31.17 d but less ���a� n 3.9 yd. $17.92 $77.58 $155.16 $232.74 $310.33 $387.91 $465.49 $35.83 d but less a���� n 4.9 yd. $20.50 $88.76 $177.52 $266.27 $355.03 $443.79 $532.55 $41.00 d. but less ����� n 5.9 yd. $24.60 $106.53 $213.06 $319.59 $426.11. $532.64 $639.17 $49.20 d. but less ����� n 7.9 yd� $28.30 $122.52 $245.04 $367.57 $490.09 $612.61 $735.13 $56.59 j 4.98 831.3 $997.48 $76.79 d; � $38.39 $166.25 $332.49 $498.74 $66 ®�C� COM ERCIAL CAN SERVICE Monthly Charge i. PICKUPS PER WEEK 1ST 2 ADDTL DRIVE OUT & PACK nnuTe%ucQc n1IT SVC PER MO I IL $1.23 per pickup $15.17 ��_ $34.43 $1.23 per picku $30.35 4.$68.86 $51.65 $1.23 per icku $1.23 per pickup �- . $45.52 �^ $60.70 $86.08 $103.29 $1.23 per icku $1.23per icku $75.88 $91.04 RESIDENTIAL SERVICE Monthly Charge .j. ntiai Twe 1st 2 cans dd n acp k out Igle Family $17.22 $1.23 per pickup$15.17 artment $17.22 $1.23 per icku $15.17 ROLL-ON/ROIL-OFF CONTAINER SERVICE $108 PER HOUR Time and Equipment rates apply to special pickups TIME AND EQUIPMENT RATES One Truck and One Person: One Truck and Two Persons: Special Pickups: '(after 5:00 p.m. and before 8:00 a.m. and anytime on Saturday, Sunday or holidays) Minimum Charge: Maintenance of Pick Up Area: Extra Yardage: Effective: April 1,. 2004 $108 per hour $140.40 per hour 1.5 times the regular hourly rate 1/2 Hour at the applicable rate $10:80 minimum charge $4.80 per cubic yard Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-064 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, APPROVING A FRANCHISE FOR THE COLLECTION AND DISPOSAL OF GARBAGE AND REFUSE WITH ALASKA PACIFIC ENVIRONMENTAL SERVICES ANCHORAGE, LLC dba ALASKA WASTE, SUBJECT TO APPROVAL BY THE VOTERS OF SEWARD AT THE OCTOBER 5, 2010 REGULAR CITY ELECTION WHEREAS, the Seward City Charter ("Charter") and Code of Ordinances ("Code") provides for the sanitary, economic, and efficient collection and disposal of garbage, rubbish, and waste material in the City and its service area, and permits, pursuant to such Charter and Code and voter approval, the use of a contractor to provide such services; and WHEREAS, the City of Seward currently contracts with Alaska Pacific Environmental Services Anchorage, LLC ("APES") dba Alaska Waste — Kenai Peninsula, LLC, for the collection and disposal of garbage and refuse, with said contract set to expire December 31, 2010; and WHEREAS, on October 3, 2000, the voters approved a five-year contract between the City and Peninsula Sanitation, Inc., a division of Waste Management, Inc., which was subsequently assigned to APES and renewed for an additional five year term upon Council approval of Resolution 2005-79 on September 12, 2005; and WHEREAS, approval of a one-year franchise, with an option to extend for an additional one year, will save the City the expense in time and money of seeking competitive bids for this service, given that APES has provided quality service to the community of Seward at a reasonable price, and has expressed the desire to continue to provide such services. It will also provide a shortened contract duration to allow the City and APES to consider future contract modifications associated with a request by APES to allow automatic annual rate increases equal to the CPI, potential fuel surcharges, consideration of future capital costs and a potential recycling and waste management plan; and WHEREAS, rates and conditions of service are subject to City Council review and approval; and WHEREAS, granting of a franchise for a public utility requires the affirmative vote of a majority of electors voting on a proposition to approve such a franchise, and WHEREAS, the Seward City Council finds that it is in the public interest to provide for quality, local garbage and refuse collection and disposal services, and therefore opts to place this proposition before the voters of Seward at the regular election of October 5, 2010. r� 9 6�ti CITY OF SEWARD, ALASKA RESOLUTION 2010-064 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, that: Section 1. A franchise agreement between the City of Seward and Alaska Pacific Environmental Services, LLC, dba Alaska Waste — Kenai Peninsula LLC, for the collection and disposal of garbage and refuse, a copy of which is attached and incorporated herein by reference, is hereby approved subject to voter approval as noted in Section 4 below. Section 2. The city manager is authorized to finalize and execute such additional documents as necessary to the franchise agreement and to agree to revisions to the documents so long as the essential terms and conditions of the franchise agreement are not substantially changed. Section 3. For the reasons stated herein and the recitals of this Resolution which are hereby incorporated by reference as written findings of the City Council, it is determined that pursuant to Seward City Code Section §6.10.130, the public interest would best be served by not requiring competitive proposals from other potential service providers prior to approving the franchise agreement described herein. The current franchisee has demonstrated its ability to provide quality service to the community at a reasonable price. There is a public benefit in providing uninterrupted garbage and refuse collection and disposal services within the community. The franchisee has the equipment and personnel available to continue to provide local service. The 3% of gross revenues received by the City as a franchise fee will adequately compensate the City for the maintenance and use of City streets and alleys in the conduct of this contract. The City Council will also retain rate approval as provided in the City Charter and Code. Section 4. At the regular municipal election to be held on October 5, 2010, the City shall submit to the qualified voters of the City the question of approval of the franchisee agreement noted above. An affirmative vote of a majority of the qualified electors voting on the proposition shall be required for approval of the franchise agreement. Section 5. The proposition shall be substantially in the following form: Proposition No. _ FRANCHISE AGREEMENT FOR THE COLLECTION AND DISPOSAL OF GARBAGE AND REFUSE Do you approve a -one year franchise agreement with Alaska Pacific Environmental Services Anchorage, LLC doing business as Alaska Waste — Kenai Peninsula, LLC, for the collection and disposal of garbage and refuse? The franchise agreement would contain an option to extend for an additional one year and would provide for an annual rate review with consumer rates to be set by resolution of the City Council. CITY OF SEWARD, ALASKA RESOLUTION 2010-064 Section 6. The above proposition shall be printed on a ballot which may set forth other propositions. The proposition set forth in Section 5 above shall be printed in full, and the following words shall be added as appropriate and next to a space providing for marking the ballots: Proposition No. _ Yes No Section 7. This resolution shall take effect immediately upon adoption. The franchise agreement shall not be effective until it has been approved by a majority of the electors voting on a proposition to approve the same. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 26th day of July, 2010. THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor AYES: NOES: ABSENT: ABSTAIN: ATTEST: Jean Lewis, CMC, City Clerk (City Seal) Council Agenda Statement Meeting Date: July 26, 2010 Through: Phillip Oates, City Manager, From: Kristin Erchinger, Finance Director Agenda Item: Approving Franchise Agreement for Waste Collection and Disposal BACKGROUND & JUSTIFICATION: The City of Seward, through its Charter and its Code of Ordinances, provides for the collection and disposal of garbage and rubbish. To that end, the City previously applied for, and was granted, a Certificate of Public Convenience and Necessity by the Regulatory Commission of Alaska, for its refuse utility (Certificate U-99-22). Since at least the early 1970s, the City has utilized a private contractor to provide refuse services in Seward. The City Code requires that a franchise for a public utility be approved by a majority of electors in a regular City election. The most recent franchise agreement was approved by the voters on October 3, 2000 for a period of five years, with an option to extend for an additional five years. The option to extend was exercised by the Seward City Council in Resolution 2005-79 which was approved on September 12, 2005. The current contract for refuse services expires December 31, 2010. The City's current refuse contractor is Alaska Pacific Environmental Services LLC (APES) doing business as Alaska Waste — Kenai Peninsula, LLC. The community has received quality service from this contractor, at a reasonable cost. The City staff finds the contractor and its employees to be very responsive to customer concerns and/or complaints, and complaints are infrequent. Over the past few years, the contractor was very cooperative when the community introduced bear -proof garbage containers which were considerably larger than the previous standard -sized garbage cans. Rather than to complain and/or increase garbage fees, the contractor retrofitted its trucks to be able to assist with the lifting of these larger receptacles, and worked cooperatively with the community to make the bear -proof garbage container effort a success. Refuse rates in Seward have been increased two times since 1991, under previous contractors. In 2002, the residential rate (for the first two standard containers, one pick-up per week) rose from $10.85 to $15.94 per month (47%), and then to $17.22 per month in 2004 (8% increase). This reflects an average annual increase in refuse rates since 1991 of 3 % or $0.34 per year. Rates have not increased in the past six years under APES. Proposed Chances in Contract: The new proposed contract is for a period of only one year, and includes a proposed rate increase of 25%, bringing the residential rate to $21.53. The purpose of the shortened contract is to provide time for the City and APES to address additional issues, such as APES' request to include an automatic rate escalation annually based on the consumer price index, as well as their request to adopt a fuel surcharge which would fluctuate monthly in a manner similar to the City's electric utility charges. APES would also like to initiative community forums to assess potential interest in developing a r w° c.. �1 Recycling and Waste Management Plan to include initiatives such as recycling, grease collection, bear -resistant containers, alternative collection container systems, and the associated capital requirements ofthese potential initiatives. APES expects to undergo upgrades to its equipment fleet in the near future, which they anticipate will result in future rate increases. However, prior to investing in such upgrades, they desire to better understand the needs ofthe community as it relates to recycling efforts going forward. Heretofore, the City of Seward has done the billing for refuse service within the Seward Public Utility service area, for a fee equal to 12.5% of gross revenues. Under the new contract, APES proposes to assume responsibility for their own billing. The City will reduce its billing fee from 12.5%, to a franchise fee of 3%, to compensate the City for maintenance and use of its roads and alleys, per Seward City Charter §13.5(7). Based on estimated gross revenues of $504,000 in 2010, the City's fee will decline from $63,000 to $15,120, or a total reduction of $47,880. The City administration recommends renewing the franchise agreement with Alaska Pacific Environmental Services, LLC, subject to voter approval. CONSISTENCY CHECKLIST: Where applicable, this resolution/ordinance is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. Other: ATTORNEY REVIEW: YES X No FISCAL NOTE: Approval of this contract will result in an increase in customer rates of 25% across-the-board, and a reduction in City revenues of $47,880, based on the contractor assuming responsibility for billing for refuse services and the City's collection of a 3% franchise fee. The contract further authorizes annual rate reviews, whereby the Seward City Council is required to approve refuse rates charged by the contractor. Approved by Finance Department: Xg-6;) RECOMMENDATION: Council approve Resolution 2010'0O approving a franchise for the collection and disposal of garbage and refuse with Alaska Pacific Environmental Services Anchorage, LLC, subject to approval of the voters at the October 5, 2010 regular city election. r CONTRACTUAL AGREEMENT FOR THE COLLECTION AND DISPOSAL OF GARBAGE, RUBBISH AND WASTE MATERIAL IN THE CITY OF SEWARD, ALASKA THIS AGREEMENT (the "Agreement") is dated as of the day of operating pursuant to the laws of the State of Alaska, hereina2010, by and between the City of Seward, Alaska, a municipal corporation organized under and fter referred a the "City" and Alaska Pacific Environmental Services, LLC, hereinafter referred to as "APES", doing business as Alaska Waste — Kenai Peninsula, LLC. WHEREAS, the City, by its charter (the "Charter") and ordinances of the Seward City Code (the "Code"), provides for the sanitary, economic, and efficient collection and disposal of garbage, rubbish, and waste material in the City and its service area, and has, by such Charter and Code, made regulations regarding such collection and disposal; and WHEREAS, APES has provided dependable, economic, and efficient service to the business, industrial, residential, and public districts of the City and its service area through periodic and regularly scheduled collection of garbage, rubbish, and waste material in accordance with the Charter and Code and within the terms of a previous agreement; and WHEREAS, it is the intent and desire of the City, in the best interests of its citizens, to maintain this high level of service and mutual cooperation between the parties; and WHEREAS, the City and APES agree to convene public forums over the course of this contract, to measure community interest in a potential Recycling and Waste Management Plan, to include initiatives such as recycling, grease collection, bear -resistant containers, and alternative container systems, plus the capital requirements associated with any of these initiatives, and to consider future costs (including capital costs) and potential rate impacts associated with these potential initiatives; and WHEREAS, the City and APES agree to develop a subsequent proposed contract for non -binding consideration by a future City Council, to include provisions such as an automatic annual increase in rates based on a CPI adjustment, as well as a fuel surcharge and corresponding computation methodology. THAT: NOW, THEREFORE, IT IS AGREED BY AND BETWEEN THE CITY AND APES I. Engagement, This Agreement, a franchise contract for collecting and disposing of the garbage, rubbish and waste materials of businesses, residences, and public entities of and within the City and its service area, is hereby awarded to APES, subject to approval by the voters under Charter Section 13.6. 2. Compliance APES will comply with the terms and provisions of all Charter and Code provisions and will follow regulations of the City in connection therewith. Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services Page I of 8 r, 7 Charter Section 13.5 is incorporated herein by this reference. To the extent that any provisions of this Agreement conflict with the Charter or Code, the Charter and Code shall govern. 3. Service. (a) APES will provide continuous and uninterrupted service to the public in all sections of the City and its service area in accordance with the terms of this Agreement throughout the entire period hereof except as provided in paragraph 13 herein. (b) The City and APES agree to the terms and conditions of APES' Service Policies, and APES agrees to perform according to said Service Policies, which are attached hereto as Exhibit 1. (c) Should the City adopt service policies whose effect is to impose requirements or restrictions on APES' performance which will cause APES additional costs to provide service, the City shall provide APES the opportunity to determine its additional costs and to request a rate adjustment in the manner provided by Charter and Code. (d) APES agrees to collect and transport all garbage, rubbish and waste material collected within the City and its service area to a site and facility designated by the Kenai Peninsula Borough and to comply with the regulations established for such facility. 4. Term of Agreement. (a) This Agreement is effective upon execution by both Parties and as of the date first above written. The collection services provided under this Agreement shall commence at 12:01 a.m. on January 1, 2011, and shall continue for a minimum term of one (1) year, expiring no earlier than 11:59 p.m. December 31, 2012, unless earlier terminated under the provisions of the Charter or this Agreement. (b) Unless this Agreement is terminated pursuant to the provisions of the Charter, paragraph 15 of this Agreement, or any other provision of this Agreement, the Parties agree that this Agreement may be renewed for an additional one (1) year term on the same terms and conditions as provided herein; provided, however, 1) APES first notifies the City of its desire to renew this Agreement under the same terms and conditions and provides written notice to the City in accordance with this Agreement at least one hundred eighty (180) days prior to the expiration of the current term; 2) APES is not in default under any term or provision of this Agreement; and 3) the City Council, at the time the renewal is requested, approves the renewal. Following the termination of this Agreement for any reason prior to the expiration of the initial term or renewal term, APES shall continue to provide the services under this Agreement, at the City's election, until 11:59 p.m. on the last day of the first full month following the date the City gives APES notice of termination. 5. Insurance. APES agrees to purchase and maintain during the term of this Agreement, the following types and amounts of insurance. APES agrees that, at its sole cost and expense, it will obtain and maintain public liability insurance, insuring against all liabilities, claims and demands for injuries, loss and/or damage which result from the performance of services pursuant to this Agreement as follows: a. Commercial General Liability Insurance with a per occurrence policy limit for said coverage shall be at least Two Million Dollars ($2,000,000) for personal Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services r Page 2 of 8 ;. �. injuries and at least Two Million Dollars ($2,000,000) for property damage, each occurrence. Such Commercial General Liability Insurance shall cover premises and operations, products/completed operations and fire damage with the same limits. b. Commercial Automobile Liability Insurance with single combined limits of not less than Two Million Dollars ($2,000,000). c. APES shall procure and maintain throughout the term of this Agreement, pollution liability insurance to include environmental remediation and environmental impairment liability insurance, including sudden and accidental coverage. Such coverage shall also include clean-up costs associated with any activity by APES under the terms of this Agreement. APES shall maintain limits of liability of at least One Million Dollars ($1,000,000) for any one accident or occurrence under such environmental pollution insurance coverage. d. Additionally, APES shall carry workers' compensation insurance as required by law, at its sole cost and expense, in an amount as will fully comply with all federal, state and local laws and regulations. e. All insurance required herein shall name the City as an additional insured. All insurance premiums shall be the obligation of and shall be paid by APES. A valid Certificate of Insurance shall be delivered to the City's Finance Director at the signing of this Agreement. Each insurance policy shall contain a clause whereby the insurance company agrees to give written notice to the City at least thirty (30) days prior to any cancellation or alteration of such policies of insurance. The amount of the insurance policy deductibles are subject to approval by the City. f. The minimum amounts and types of insurance provided by APES shall be subject to revision at the City's request in order to provide continuously throughout the term of this Agreement and any renewal hereof, a level of protection consonant with good business practices and accepted standards of the industry. Such factors as increases in the cost of living, inflationary pressures, new risks, and other conditions shall be utilized in assessing whether the minimum insurance requirements should be changed or increased from the types or amounts noted above. 6. Indemnification at Bond. (a) APES shall defend, indemnify and hold the City, its officials, employees, agents, and contractors harmless from and against any claims, demands, penalties, fines, judgments, liabilities, settlements, damages, costs or expenses (included, 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 resulting from APES' operations under this Agreement or the use of any of the City's property except only for Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services Page 3 of 8 r y damages arising from the sole negligence or willful acts or omissions of the City, its officials, employees, agents, or contractors. (b) APES' indemnification and defense of the City, its officials, employees, agents, and contractors shall extend to any claims arising out of or in any way related to this Agreement and the presence, disposal, release or threatened release of any hazardous material which is on, from or affecting public or city land, soil, water, ground water, vegetation, building, personal property, persons, animals, or otherwise including any personal injury (including wrongful death) or property damage arising out of or related to any such hazardous materials, and any lawsuit brought or threatened, settlement reached or government order relating to such hazardous materials (except only for damages arising from the sole negligence or willful acts or omissions of the City, its officials, employees, agents, or contractors). (c) APES shall furnish to the City's Finance Director a performance bond in the sum of Twenty -Five Thousand Dollars ($25,000) conditioned upon the covenants, agreements, stipulations and conditions thereof. The executed performance bond shall be attached to this Agreement and incorporated hereto and made a part hereof. 7. Fees Established. APES shall be entitled to receive the fees specified in the Rate Schedule for Garbage and Refuse Services attached hereto as Exhibit 2, as may be amended from time to time according to the terms of the Charter, Code, and this Agreement. 8. Record of Services. On a monthly basis, APES shall supply the City with an accurate record of the gross revenues billed, for the purposes of paying the 3% franchise fee identified in Section 10. 9. Customer Contact Point. APES shall serve as the primary point of customer contact and shall receive customers' applications for service, provide the customer with information regarding services available and fees for such services, and receive customer complaints regarding service.. The City will accept and forward any customer complaints that are brought to the City's attention, on to APES' Soldotna office. 10. Franchise Fee. The Seward City Charter §13.5(7) requires that a franchise contribute to the cost of maintaining local roads, alley ways, etc. which the franchise may use in the conduct of its business. The franchise fee imposed under this section shall be three percent (3%) of APES' gross revenues earned within the corporate limits of the City for each month. The fee shall be due and payable on the 20Ih day of the following month, and if not paid timely, shall be subject to penalties and interest as provided in Seward City Code §14.01.055. 11. Rate Adjustment. The City agrees, upon application by APES, to review the rates established by resolution and upon such request to determine whether the rates adequate compensate APES for services performed pursuant to this Agreement. APES shall provide with the written request, sufficient data on projected revenues and expenses to support its request for an adjustment to the rates. The City Council Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services Page 4of8 may consider such request and hold a public hearing on such matter in the manner provided by Charter and Code for establishing utility service rates and charges by resolution. 12.Independent Contractor. It is specifically acknowledged and agreed that when fulfilling its obligations pursuant to this Agreement, APES is an independent contractor and the City has no control or right to control APES' operations, equipment and/or personnel except as expressly set forth in this Agreement. 13. Force Majeure. If the failure of APES to perform under this Agreement is due to any fault of the City, acts of God, fuel or repair supplies, fire, explosion, tempest, weather, war, strikes, earthquakes or accidents directly or indirectly affecting APES' performance ("Excuses") and the Excuse is beyond the reasonable control of APES or not the result of APES' act, or omission, or negligence, then the failure of APES to timely perform under this Agreement shall not constitute a default or breach under this Agreement, and no penalties or damage shall be payable to the City by APES or its agents, and the time for APES' performance under this Agreement shall be extended from time to time and as often as such events occur by a period of time equal to the time lost. 14. Arbitration. If a dispute arises between the parties concerning their respective rights under this Agreement (excluding rate adjustments), and where commercially reasonable and practicable, the parties shall seek to resolve the dispute by using an appropriate form of alternative dispute resolution prior to initiating litigation proceedings. If the parties are unable to reach resolution within sixty (60) days following notice of a written claim, either party may initiate litigation proceedings. Rate adjustments shall not be the subject of or subject to arbitration. 15. APES Default. Subject to the provisions of Charter Section 13.5, if APES is in default under this Agreement and the default is not excused or the fault of the City, then APES shall have five (5) business days following written notification given according to paragraph 19 hereunder, in which to cure the default. If the default has not been cured at the end of the five (5) business days, this Agreement shall terminate. The City may also terminate this Agreement for the violation of any of its provisions, for the misuse or non-use hereof, for failure to comply with any provision hereof, or any regulation imposed under authority of the Charter or Code. 16. Equipment and Services (a) APES shall provide sufficient equipment to provide uninterrupted service to its customers and at its sole cost and expense, shall maintain and keep that equipment in good repair and operating condition and shall provide all fuel, lubricants, tires and other materials and supplies necessary for the operation of that equipment. (b) APES shall furnish trained and competent personnel at its sole cost and expense as well as all employee required or necessary to adequately furnish services pursuant to this Agreement. At all times APES shall be solely responsible Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services �.. Page 5 of 8 for the supervision of its equipment and personnel. (c) APES shall perform all services in a courteous, professional and competent manner. APES shall not litter in the process of collecting refuse, nor allow any refuse to flow or fall from any equipment used when performing services. APES shall repair or replace, at its sole cost and expense, any container(s) damaged as a result of any act, conduct or omission by APES when performing services pursuant to this Agreement except for reasonable wear and tear. (d) APES shall provide a toll free number to the City and its customers located in the City to call APES' principal place of business. (e) APES shall ensure that all required customers have signed up for refuse collection services as required by Seward City Code §15.05.010 (a), by coordinating new customer service with the City of Seward or by advertising, or any other reasonable means, and shall ensure that customers have a convenient means by which to establish new service. 17. Violations Reporting. APES shall report to the City violations of local, state, or federal law relating to the collection and disposal of garbage, rubbish and waste material in the City and its service area. 18. Additional or Special Pick Up. APES shall respond to customer requests for additional or special pick up (non-scheduled service) within twenty-four (24) hours of such request unless prevented by weather, blocked access, or other reasons beyond the reasonable control of APES. Sunday shall not be counted when computing the twenty-four (24) hour response period. Unless excused by weather, blocked access, or other reasons beyond the reasonable control of APES, if APES fails to respond within twenty-four (24) hours the next pick up will be at no cost. 19. Notices. Any notice or demand which under the terms of this Agreement or any state statute, Charter provision, or Code provision may or must be given or made by the parties hereto shall be in writing and given and made by personal delivery or by mailing by certified mail or registered mail, addressed to the other party as follows: City of Seward City Manager P.O. Box 167 Seward, Alaska 99664 Alaska Pacific Environmental Services Attn: Soldotna, Alaska 99669 Either party may, however, designate in writing such new or other address to which such notice or demand shall thereafter be so given, made or mailed. Any notice given under this Agreement by mail shall be deemed delivered when deposited in a United States general or branch post office, enclosed in a registered or certified prepaid wrapper addressed as set forth above. 20. Interpretation. This Agreement, together with the Charter and Code, contains the entire agreement between the Parties. There is no other understanding, oral or written, which in any manner changes or enlarges what is set forth in this Agreement. Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services Page 6 of 8 «y 21. Assignment. APES shall not sell, assign, sublet or allow another to use this Agreement (the franchise contract) without prior approval by resolution of the City Council. This provision is subject to Charter Section 13.8. 22. Time of the essence Time is of the essence of each and every provision of this Agreement. 23. Binding Effect This Agreement shall extend to and be binding upon the heirs, administrators, executors, successors, and assigns of the respective Parties. 24. Headings. Headings used in this Agreement are for convenience only and shall not affect the construction of this Agreement. 25. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Alaska, excluding any conflict of law, rule or principle, which might refer such construction to the laws of another state or jurisdiction. 26. Modification. Except for rate adjustment requests by APES and approved by resolution of the City Council, no modifications, changes, or amendments may be made to this Agreement by either Party except in a written instrument executed by each party or as may be required by the applicable provisions of the City Charter, City Code, or Alaska Statutes. 27. Waiver. The failure of either Party to insist upon strict performance of any provision of this Agreement shall not constitute a waiver of or estoppel against asserting the right to require that performance in the future. A waiver or estoppel in any one instance shall not constitute a waiver of or estoppel against asserting the right to require that performance in the future. A waiver or estoppel in any one instance shall not constitute a waiver or estoppel with respect to a later breach or a similar nature or otherwise. A course of performance established by a party shall also not estop the other party from complaining of a later breach similar in nature. 28. Construction. The rule of contract construction that ambiguities, if any, in a writing be construed against the drafter shall not apply to this Agreement. 29. Severability. In the event that any term, condition, or provision of this Agreement is declared by a court of competent jurisdiction to be void or unenforceable, the remaining terms, conditions, and provisions of this Agreement shall remain valid and enforceable as if such void of unenforceable term, condition, or provision was omitted from the Agreement when the Agreement was first executed. IN WITNESS WHEREOF, the Parties have executed this Agreement the day and year set opposite their respective signatures. By: City of Seward Alaska Pacific Environmental Services Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services Page 7 of 8 r ,� Phillip Oates, City Manager Name, Title Date: ATTEST: Jean Lewis, City Clerk (City Seal) Contractual Agreement Between The City of Seward and Alaska Pacific Environmental Services Page 8 of 8 Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-065 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, ACCEPTING A GRANT FROM THE STATE OF ALASKA DEPARTMENT OF CORRECTIONS GRANT PROGRAM IN THE AMOUNT OF $ 9,785.24 FOR THE PURPOSE OF REPAIRING MODULAR SEATING AND BUNK BEDS IN THE SEWARD COMMUNITY JAIL AND APPROPRIATING FUNDS WHEREAS, the City of Seward Police Department submitted a request to the State of Alaska Department of Corrections requesting capital funding to repair modular seating and bunk beds in Seward Community Jail; and WHEREAS, these capital projects were funded by the Legislature in the State of Alaska's Capital Bill, Chapter 43; SLA2010; Section 7; Page 22: Line 4; and WHEREAS, the City of Seward Community Jail received a capital contract award from the Department of Corrections to receive $9,785.24; and WHEREAS, the contract says that "if there are any surplus funds available after the listed items have been procured, the remaining funds may be used for other maintenance, repair and renovation, fire, life safety and security concerns"; and WHEREAS, these funds do not require a local match. 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 an agreement accepting capital funds. Section 2: Funding in the amount of $9,785.24 is hereby accepted from State grant fund account 103-1030-4680-0200 and appropriated to the Capital Acquisition Fund repairs account no. 103-1030-5380, for the purpose of jail -related capital repairs. Section 3: This resolution shall take effect immediately upon its adoption. PASSED AND APPROVED by the City Council of the City of Seward Alaska this 261h of July, 2010. Council Agenda Statement Meeting Date: July 26, 2010 To: Phillip Oates, City Manager/----� From: Tom Clemons, Chief of Police Agenda Item: Accepting Capital funds from the State of Alaska, Department of Corrections for Repairs to the Community Jail BACKGROUND & JUSTIFICATION: The City of Seward has received a contract from the State of Alaska to receive capital funds in the amount of $9,785.24 from the Department of Corrections. Funds will be used to repair the Modular Seating and Bunk Beds in the Seward Community Jail. CONSISTENCY CHECKLIST: Where applicable, this resolution is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. ATTORNEY REVIEW: Yes No X FISCAL NOTE: There is no match required to accept these funds. Approved by Finance Department 0&44Z) ` AZAA^lin RECOMMENDATION: Recommend approval of Resolution 2010-0165 , accepting $ 9,785.24 of Capital funding from the State of Alaska, Department of Corrections to make repairs on the Modular Seating and Bunk Beds in the Seward Community Jail. Sean Parnell, GOVERNOR REPLY TO: DEPARTMENT OF CORRECTIONS Division of Administrative Services BUDGET/FINANCE DIVISION 802 3RD STREET DOUGLAS, ALASLA 99824 PH: (907)465-3478/FX: (907)465-2006 LOCAL COMMUNITY JAILS PROGRAM FY2011 CAPITAL PROJECT COMMUNITY JAIL NAME: Seward AMOUNT OF CAPITAL FUNDS: $9,785.24 The following is a breakdown of the maintenance, repair and renovation, fire and life safety, and security equipment that has been approved by the Department of Corrections for expenditure by the City of Seward. • Modular seating, Bunks These capital projects were funded by the Legislature in the State of Alaska's Capital Bill, Chapter 43 SLA 2010 Section 7 Page 22 Line 4. The appropriation request to the Legislature was based upon the capital budget information that you provided to the Department of Corrections. If there are any surplus funds available after the listed items have been procured, the remaining funds may be used for other maintenance, repair and renovation, fire, life safety, and security concerns, as long as the intended purchase relates to the confinement of the State of Alaska's prisoners. Please sign below and return the original copy to: Alaska Department of Corrections Attn: Leslie Houston, Director Administrative Services P.O. Box 112000 Juneau, Alaska 99811-2000 Upon receipt of the signed copy of this Capital Contract, the Department of Corrections will issue a check in the amount of $9,785.24 to the City of Seward, Alaska. For the Borough/City: By: Official Title Date: For the Department of Corrections Director, Administrative Services Official Title Date: 07 DEPARTMENT OF CORRECTIONS COMMUNITY JAILS / CAPITAL REQUESTS Fill out this form on your computer by tabbing from one field to the next. (The fields will automatically expand.) Community Jail: Seward Communtiy Jail Project Manager: Sgt. Deland Contact Phone Number. (907)224-2710 Contact E-mail: sdeland@cityofseward.net Capital Item: Wall mounted bunks Estimated Cost: Cost of 15 bunks $4,561.50 Shipping Cost $2,230.53 Total $6792.03 Type of Capital Item: ❑ Maintenance ® Repair ❑ Equipment ❑ Other (Detail) Labor Brief Description: Replace the 15 rustedout wall mounted bunks with new. Version 10242007 Page 1 DEPARTMENT OF CORRECTIONS COMMUNITY JAILS / CAPITAL REQUESTS Community jail. - Project Manager: Sgt. Deland Contact Phone Number.• 907-224-3645 Contact E-mail. sdeland@cityofseward.net Capital Item: Modular Seating, Polyrethane Foam, Settee and small arm chair Estimated Cost: Settee $1,544.00 Small Arm Chair $764.78 Shipping $684.43 Total $2,993.21 Type of Capital Item: ❑ Maintenance ❑ Repair X Equipment ❑ Other (Detail) Labor Brief Description: Detention Modular Seating, Polyrethane Foam one piece construction Couch and small arm chair. To be placed in the Day Room to improve officer safety from contraband and the easy of cleaning to help stop the spread of germs. Version 10242007 r Page 1 Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-066 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, ACCEPTING A GRANT FOR $2,000 FROM HOLLAND AMERICA LINE INC. COMMUNITY ADISORY BOARD FOR THE PURCHASE OF A KIT GREENHOUSE FOR THE SUMMER GREENHOUSE PROGRAM AT THE TEEN YOUTH CENTER WHEREAS, the Holland America Line Inc. Community Advisory Board of Seward has awarded a $2,000.00 cash grant to the Seward Teen & Youth Center; and WHEREAS, the intent of this grant is to fund a seasonal greenhouse as a hands-on, learning lab for Summer Day Campers, primarily in grades K through 8; and WHEREAS, the Holland America Line Inc. Community Advisory Board of Seward supports many positive community programs, the City of Seward and Teen Youth Center wish to thank the board and Holland America Inc for their generosity. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, that: Section 1. The Seward City Council hereby accepts a grant from Holland America Line Inc. Community Advisory Board of Seward in the amount of $2,000 to grant account no 101-0- 4680-0900 and appropriates the funds to TYC account no. 101-1430-5460. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND APPROVED by the City Council of the city of Seward, Alaska, this 26`h day of July, 2010. THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor AYES: NOES: ABSENT: ABSTAIN: ATTEST: Jean Lewis, CMC City Clerk (City Seal) COUNCIL AGENDA STATEMENT Meeting Date: July 26, 2010 Through: Phillip Oates, City Manager/� From: Karin Sturdy, Parks & Recreation Director Agenda Item: Accepting a Holland America Line Community Advisory Board Teen & Youth Center Greenhouse Grant BACKGROUND & JUSTIFICATION: This spring the Teen & Youth Center (TYC) Coordinator, Josie Ronne, applied for a $2,000 grant to construct a kit greenhouse. The Holland America Line Inc, Community Advisory Board of Seward awarded the grant in full. The City will soon be acquiring the greenhouse for a quick assembly and into action for a late growing season. Holland America has been very generous to the TYC in the past, including a surprise gift of a free bus trip to Anchorage for kids registered in holiday Day Camps. Through the greenhouse, the participants will learn about seeds, plants, responsibility, teamwork and probably how to handle a little bit of disappointment... gracefully. Grant funds were deposited in May to the Teen Council Account, 804.8040. The purchase will be expensed to this account. CONSISTENCY CHECKLIST• Where applicable, this resolution is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. INTENT: The intent of this grant is to fund a seasonal greenhouse as a hands-on, learning lab for Summer Day Campers, primarily in grades K through 8a'. ATTORNEY REVIEW: Yes No X FISCAL NOTE: The grant of $2,000 will cover the rre nhouse and its program. Approved by Finance Department 11- l,UNIMEAVAHUN: Council approve Resolution 2010- Q&tp accepting a grant in the amount of $2,000 to fund a seasonal greenhouse program for the Teen & Youth Center. g .1 Holland Ame6ca Line Inc. Family of Companies: Westmark hotels, Inc. ((d)o Gray Line of Alaska Coy amunity Advisory Board Seward Board Members: Sharon Anderson Dot Bard.arxm %andy Pecker May 6, 2010 Dave crane Doug 1.echner Ms. Josie Ronne Seward Teen & Youth Center PO BOX 167 Seward, AK 99664 Dear Ms. Ronne: On behalf of the Holland America Line Inc. the Community Advisory Board of Seward is pleased to let you know a cash grant of $2,000 was given to your organization. To request our logo electronically when providing recognition, please e-mail me as follows: knewman@hollandamerica.com. Holland America Line is happy to assist your organization with its efforts in our community. Sincerely, Dot Bardarson, Chair Community Advisory Board Encl. 745 W. 4rh Avenue ##304 Anchorage; Alaska 99501 hh (907}-264-21.28 !x FAQ: i907i-264-2162 Sponsored By: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-067 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA TO APPROVE IN PRINCIPLE AND ADOPT WITH REVISIONS THE SEWARD/BEAR CREEK FLOOD SERVICE AREA FLOOD HAZARD MITIGATION PLAN WHEREAS, the Seward/Bear Creek Flood Service Area (SBCFSA) was established in 2003 to help manage and reduce risks and impacts associated with flooding in the Seward area; and WHEREAS, the Seward/Bear Creek Flood Service Area boundary includes the City of Seward; and WHEREAS, the mission of the SBCFSA is to provide flood planning, protection and mitigation services in coordination with the appropriate agencies to reduce the risk of flood damage to private and public property through addressing issues that best reflect a fair use of the tax levy for watershed -wide benefit; and WHEREAS, the Seward/Bear Creek Flood Service Area has revised and expanded the scope of their 2005 and 2008 Flood Hazard Mitigation Plan to meet FEMA standards by means of a FEMA Planning Grant; and WHEREAS, the revised and updated SBCFSA Flood Hazard Mitigation Plan has been approved by the Seward/Bear Creek Flood Service Area Board; and WHEREAS, the revised and updated SBCFSA Flood Hazard Mitigation Plan will be adopted by the Kenai Peninsula Borough Assembly for inclusion into their Hazard Mitigation Plan; and WHEREAS, the SBCFSA Flood Hazard Mitigation Plan compliments and augments Annex A in the City of Seward's All Hazard Plan concerning flood mitigation planning; and WHEREAS, the SBCFSA Flood Hazard Mitigation Plan contains an extensive inventory of waterways of concern and specific infrastructure and development that is threatened during flood events; and WHEREAS, the mitigation measures identified throughout the SBCFSA Flood Hazard Mitigation Plan call for coordination between local, state and federal agencies to address flood issues and avoid duplication of effort. ei3 CITY OF SEWARD, ALASKA RESOLUTION 2010-067 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, THAT: Section 1. The Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan, dated May 2010, is hereby approved in principle by the Seward City Council. Section 2. The Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan notes numerous action items that state "Encourage the City of Seward to....". These action items should be changed to read `Encourage, provide Service Area Funds and technical support for (addition) the City of Seward to....' in an effort to establish a more cooperative partnership. Section 3. The Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan is adopted as part of the City of Seward's All Hazard Plan with the following amendments(deletio , addition): a) The second and third bullets under Japanese Creek Risk Assessment on page 34 should be changed to read: • Infrastructure at risk on the Japanese Creek alluvial fan includes all Seward schools, Seward Sanitary Landfill, major businesses, the Seward Military Resort, Seward Low Term Care Facility and several highly developed subdivisions. also in this area on whieh to build the fu4ffe Seward Long TeFm Care Fly. • Currently there is only one access and evacuation route tothis highly P for the Forest Acres Subdivision located on this fan. b) The first bullet under Fourth of July Creek Risk Assessment on page 52 should be changed to read: • In 2007, further development of the Seward Marine Industrial Complex was approved by the Seward City Council as well as a project to add on to Spring Creek Correctional Institution. The current levees need to be inspected and updated or replaced if neededbefore these plans afe eanied etA. c) The second bullet under Scheffler Creek Risk Assessment on page 56 should be deleted from the plan: d) The fifth bullet under Lowell Creek Risk Assessment on page 61 should be deleted from the plan: CITY OF SEWARD, ALASKA RESOLUTION 2010-067 Section 4. The City of Seward heartedly commends the Seward Bear Creek Flood Service Area Board and staff for composing a Flood Hazard Mitigation Plan of commendable quality and practical usefulness to the community of Seward. Section 5. This resolution takes effect immediately upon its adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 26`h day of July, 2010. THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor AYES: NOES: ABSENT: ABSTAIN: ATTEST: Jean Lewis, CMC, City Clerk Council Agenda Statement Meeting Date: July 26, 2010 To: Phillip Oates, City Manager,,,-� From: Christy Terry, Community Development Director Agenda Item: A Resolution of the City Council of the City of Seward Alaska to Approve In Principle and Adopt the Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan BACKGROUND: A draft Flood Hazard Mitigation Plan was distributed to the Planning and Zoning Commission in preparation for their Joint Work Session with the Seward Bear Creek Flood Service Area Board on June 1. 2010. The Commission and Board discussed other watershed issues at this meeting, but the Commission was encouraged to provide comments as this item moved forward for adoption by City Council and Borough Assembly. Community Development staff also attended the SBCFSA Board meeting on April 19, 2010 where the Board adopted the plan and provided additional written comments. The Seward Bear Creek Flood Service Area Board and Board Staff have spent many meetings, site visits and long hours to update the Mitigation Plan. This Plan continues to be of commendable quality and practical usefulness in watershed that crosses City and Borough Corporate Limit lines. Since their formation in 2003, this has been one of the SBCFSA Board's major accomplishments. The Flood Mitigation Section of the City's Hazard Mitigation plan utilized portions of the Board's descriptions, history, risk assessment and goals. Staff is recommending additional revisions as outlined in the resolution as part of the City's approval in principle. The Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan notes numerous action items that state `Encourage the City of Seward to....". These action items should be changed to read `Provide Service Area Funds and technical support for the City of Seward to....' The Board is explicitly told in Borough Code that their formation does not usurp or otherwise affect the City of Seward's authority for projects that primarily impact the City; however the Board should continue to be mindful of their mandate to reflect fair use of the tax levy for watershed -wide benefit and provide coordination and involvement in flood control projects. Additionally, the second and third bullets under Japanese Creek Risk Assessment on page 34 should be changed to read: "Infrastructure at risk on the Japanese Creek alluvial fan includes all Seward schools, Seward Sanitary Landfill, major businesses, the Seward Military Resort, Seward Long Term Care Facility and several highly developed subdivisions. In 2007 the City e f Seward hose ..... et f land lse i d3is area en h tobuild the fitti .e Seward T e^ TeFm Cafe FaeiW. 'In fact, the City of Seward abandoned an earlier site and chose the present site precisely because it would be a safer than an earlier location. It is legitimate to include the LTCF in the list of development on the Japanese Creek Alluvial Fan, but unnecessary to identify separately. There has been additional Borough and Private development on the Alluvial Fan since the 2008 Plan and these items were not listed separately. The Board was asked in the 2008 City adoption of their plan to remove this sentence and they have not done so. The third bullet in this section should be changed to read: "Currently there is only one access and evacuation route to this hig3` pepuWedare a.for the Forest Acres Subdivision located on this, an." This change is to clarify that the populated area alluded to is the Forest Acres Subdivision, there are other subdivisions on the Japp Creek Alluvial Fan that do have more than one access and evacuation route. r, The first bullet under Fourth of July Creek Risk Assessment on page 52 should be changed to read: "In 2007, further development of the Seward Marine Industrial Complex was approved by the Seward City Council as well as a project to add on to Spring Creek Correctional Institution. The current levees need to be inspected and updated or replaced if needed ,�� ." The staff agrees that these levees should be inspected, as it has been 16 years since the Corps of Engineers determination of reasonable capability. But, there is no factual evidence in the Plan suggesting that these levees are presently in serious disrepair, such that inspection must occur before additional development. The following two amendments should be deleted because they are speculative, untrue and are not found in sections pertaining to area's outside City Limits where there is less of an opportunity to regulate. The second bullet under Scheffler Creek Risk Assessment on page 56 should be deleted from the plan: The fifth bullet under Lowell Creek Risk Assessment on page 61 should be deleted from the plan: The City of Seward has increased our rating through the National Flood Insurance Program's Community Rating System because of a number of items including our regulatory efforts. The City does an excellent job of enforcing our permitting requirements and compliance with our adopted Floodplain Management Code. The City has a higher rating and better insurance rates then the Kenai Peninsula Borough area directly outside our City Limits. Additionally, at our most recent National Flood Insurance Program Community Assistance Visit, conducted by the State Floodplain Coordinator, the verbal review was very complimentary and praised our efforts. That report has not yet been released for inclusion in this packet. These statements regarding the lack of regulatory enforcement and permitting have no merit and to assert as truth in an adopted plan would be detrimental to the City's Citizens. INTENT: To approve in principle and adopt with necessary revisions the Seward/Bear Creek Floodrea Service AFlood Hazard Mitigation Plan. This is an excellent Plan that is necessary for floodplain management and continued project funding in the area, but requires additional changes prior to adoption to insure accuracy. CONSISTENCY CHECKLIST: Where applicable, this agenda statement is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures or Other Plans or Policies. Other: City of Seward All Hazard Mitigation Plan ATTORNEY REVIEW: NO FISCAL NOTE: No fiscal impact. Approved by Finance Department: RECOA'IlVIENDATION: Approve Resolution 2010 -P�of the City Council of the City of Seward Alaska to Approve In Principle and Adopt With Revisions the Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan. SEWARD / BEAR CREEK FLOOD SERVICE AREA REGULAR BOARD MEETING SEAVIEW PLAZA BUILDING, SUITE 122 yards of material come down and filled in the whole area so it naturally threw the river right through the middle of her house. That is what you are looking for, is that correct? Scott Ogan answered that he could not answer unequivocally without looking at the whole deal. None of this is real black and white and that is what makes it so tough. It makes it interesting and challenging professionally. There are a lot of "what ifs" on any of those things. For example, if it is in a known alluvial area, the state's position is going to be that if that alluvial area is naturally caused is going to be state owned. We are going to decide what was there at statehood and then start peeling that onion back to make a determination. Bill Williamson said he would like to thank everyone here tonight for coming and thank everybody for the input we have had. We have to go on with our meeting now. Board members were reseated. H. CORRESPONDENCE & PAYMENT REQUESTS There were none at this tune. I. PERMITS FOR REVIEW There were none at this time. J. OLD BUSINESS SBCFSA Flood Hazard Mitigation Plan Bill Williamson asked staff for a report on this. Christina Stauffer reminded the board that updating the SBCFSA Flood Hazard Mitigation Plan had been requested by the borough as part of their update of their All Hazard Mitigation Plan. She explained that she had gone through page by page and updated the plan with goals that had already been accomplished. There are a few small corrections. The biggest change would be in reprioritizing the service area goals and that the board needed to approve this tonight to meet the borough time line. Bob White reviewed the update page by page and suggested several corrections to it and made suggestions for additional notes. 4/19/10 22 SEWARD / BEAR CREEK FLOOD SERVICE AREA REGULAR BOARD MEETING SEAVIEW PLAZA BUILDING, SUITE .1.22 Discussion was held regarding the update, defining surge release flooding correctly, correcting events during the 2006 and 2009 floods and refining the language of the plan. Tena Morgan said she would approve taking the words "surge release" out and said that she appreciated all the work done by staff on this. I am not completely familiar with all of the plan but I think this is great. Bill Williamson called for a motion. Bob White moved to approve the plan as amended. The motion was seconded and unanimously approved. • USACE Planning for the States Grant Dan Mahalak reported that this was somewhat on hold trying to get comments back on the preliminary scope that we got from the Corps. I have been doing some follow up with the borough and city. The city has indicated their support and based on the remarks tonight by Mayor Carey, he is also in support of this. I will follow up with his office this coming week and get some specifics. We will put it in the packet for the assembly for their May 4 h meeting which will be held here. If anyone wants to review it and has any comment they can make it at that time. K. NEW BUSINESS There was none at this time. L. INFORMATIONAL ITEMS AND REPORTS (No action required) • Open SBCFSA Seat Christina Stauffer informed that board that the borough was advertising the open seat and was required to do so for three weeks. Bob White said he might have someone interested in applying for the seat. M. PUBLIC COMMENT Bob Valdetta asked if the flood history in the SBCFSA Flood Hazard Mitigation Plan could include the significant damage incurred by the hatchery, IMS and the Sealife Center because they were all trying to get help with repairs and were 4/.19/10 23 4-1 Seward/Bear Creek Flood Service Area FLOOD HAZARD MITIGATION PLAN A Service Area of the Kenai Peninsula Borough May 2010 (Originally published July 2005) DRAFT Seward/Bear Creek Flood Service Area FLOOD HAZARD MITIGATION PLAN TABLE OF CONTENTS Missionand Purpose...........................................................................1 Methodology.......................................................................................1 PublicParticipation..............................................................................2 PlanImplementation............................................................................3 SewardFacts......................................................................................4 SewardFlood History ...........................................................................8 Flood Loss Information.......................................................................12 National Flood Insurance Program.......................................................12 NFIP Community Rating System Improvements......................................14 Repetitive Loss Property .................................................. Service Area Mitigation Goals and Objectives.........................................17 Flood Hazard Area Inventory ................................................................22 Resurrection River Watershed.............................................................20 ResurrectionRiver.............................................................................23 BoxCanyon Creek.............................................................................27 SalmonCreek....................................................................................29 Japp Creek (Japanese Creek)..............................................................33 Salmon Creek Watershed...................................................................37 BearCreek........................................................................................37 Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan May 2010 Kwechak Creek (Glacier Creek)............................................................39 LostCreek.........................................................................................42 ClearCreek........................................................................................44 LostCreek Watershed.........................................................................48 GrouseCreek.....................................................................................48 SometimesCreek...............................................................................49 Fourth of July Creek Watershed............................................................52 Fourthof July Creek ..................... ...................................................... 52 GodwinCreek....................................................................................54 Independent Watersheds.....................................................................56 Scheffler Creek (Rudolph Creek)..........................................................56 LowellCreek.....................................................................................58 SpruceCreek.....................................................................................62 SawmillCreek....................................................................................64 CoastalFloodplains............................................................................67 References.........................................................................................69 Appendices Appendix 1- Seward/Bear Creek Flood Service Area Map Appendix 2- Board Members Appendix 3- Agency Contacts Appendix 4- Glossary Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan ii May 2010 Acknowledgements The original Seward/Bear Creek Flood Hazard Plan was published in July 2005 and was the product of many hours of volunteer work by the 2004 Appointed Board; Blaine Bardarson, Mark Beals, Kerry Martin, David Hayes, Tina McLean, David Squires and Peter Simon and by the 2005 Elected Board; Randall Stauffer, Steve Schafer, Timothy McDonald, Bill Williamson, Jim McCracken, Claudia Neklason and Jess Sweat. The plan was added to and updated in 2007 with contributions from Christy Miller, former Planner and Floodplain Manager for the Alaska Department of Commerce Community and Economic Development (DCCED) and currently a Program Manager with Tetra Tech (contracted as consultant by the SBCFSA), Taunnie Boothby, current Planner and Floodplain Manager for the Alaska DCCED, and Christina Stauffer, SBCFSA Administrative Assistant. The plan was added to and updated in May 2010 to reflect actions taken by the SBCFSA, the City of Seward and the Kenai Peninsula Borough toward achieving intended goals. A public meeting was held April 5, 2010 and April 19, 2010 to introduce the plan changes and the update was approved by the SBCFSA board on April 19, 2010. Seward/Bear Creek Flood Service Area Flood Hazard Mitigation Plan May 2010 53 MISSION STATEMENT The mission of the Seward -Bear Creek Flood Service Area is to provide flood planning, protection, and mitigation services in coordination with the appropriate agencies to reduce the risk of flood damage to private and public property through addressing issues that best reflect a fair use of the tax -levy for watershed -wide benefit. PURPOSE The purpose of this plan is to fulfill the tasks set forth by Kenai Peninsula Borough Ordinance 2003-30 which established the Seward/Bear Creek Flood Service Area. Kenai Peninsula Borough code, section 16.50.090, defines the Seward/Bear Creek Flood Service Area's Board of Director's powers and duties, which include responsibility for developing, implementing and updating a plan for furnishing flood protection, planning, and mitigation services. In addition, this plan identifies the flood hazards and concerns within the Seward/Bear Creek Flood Service Area boundaries. It is the intention of the Seward/Bear Creek Flood Service Area Board, through cooperation with the Kenai Peninsula Borough, the City of Seward and the various regulating and permitting agencies, to create a program of activities that best manages the areas flood problems. METHODOLOGY The methodology used for the development of the Seward/Bear Creek Flood Service Area Flood Mitigation Plan consists of the following tasks: • Flood Hazard identification Public Involvement • Flood Area Inventory • Mitigation Recommendations Implementation • Coordination With Other Agencies and Organizations SBCFSA Flood Hazard Mitigation Plan May 2010 54 PUBLIC PARTICIPATION After disastrous flood events in Seward in 1986, 1995 and 2002, many Seward area residents recognized the need for centralized flood mitigation planning and floodplain development oversight. Individual neighborhood groups had begun meeting to plan for future flood events and found that it was difficult to keep momentum going after flood recovery had faded from everyone's priorities. In 2002, extensive damage occurred to property in the Marathon View subdivision from flooding of Salmon Creek. Much of this damage was due to development in the floodplain that lacked planning or hydrologic engineering and owner built structures that were not built to meet floodplain standards. At that time the Federal Emergency Management Agency (FEMA) recommended another layer of oversight beyond the City of Seward Planning Department and the Kenai Peninsula Borough to include a review of the permitting process over the entire watershed. They suggested this could be done without causing undue delay in the permitting process but would unify the flood mitigation efforts of both the City of Seward and the KPB. With this push from FEMA and through the efforts of Seward area citizens and, then, Assemblyman Ron Long, a public meeting was organized and held at the Alaska SeaLife Center on November 20, 2002. The purpose of the meeting, attended by more than 100 Seward area residents and about a dozen state, federal and borough officials, was to consider the establishment of a service area similar to a fire service area, to develop a water management plan and to work with the proper agencies to insure its implementation. This proposed service area would consist of residents both inside and outside the City of Seward and would be supported by a mil rate through taxes on properties within the service area. In October 2003 over 60% of the voters both inside and outside the city limits in the Seward/Bear Creek area voted to establish the Seward/Bear Creek Flood Service Area. The service area is advisory to the borough mayor with an established mission as stated previously. Since its inception through the publishing in July of 2005 of its Flood Hazard Plan, the SBCFSA has organized work sessions attended by the public and held public meetings at least once per month. A special town meeting was organized and held in the Seward City Council Chambers on November 3, 2005 by the SBCFSA and the City of Seward in cooperation with the Kenai Watershed Forum to get citizen input on funding LIDAR data gathering to update FEMA flood maps as part of a national flood map updating project. Following the flood disaster of October 2006 the SBCFSA organized a town meeting on October 19, 2006 which was attended by over 100 Seward/Bear Creek residents in order to update citizens on flood relief efforts and gain citizen input on flood mitigation priorities. This meeting was attended by representatives SBCFSA Flood Hazard Mitigation Plan 2 May 2010 4 +� from the City of Seward, the Kenai Peninsula Borough, Alaska Homeland Security, the state Department of Commerce Community and Economic Development and FEMA Region 10. In March of 2007 the SBCFSA invited public participation at a regular board meeting to prioritize several smaller projects that the SBCFSA might address left over from the October 2006 flood. The watersheds were examined for risk and where modest contracted dredging projects might make the most difference. Plans were made from this meeting to use service area funds in FY2007 and FY 2008 to do prioritized projects. In May of 2007 the SBCFSA organized town meetings to gather data and input from service area residents to be used by Northwest Hydrology Consultants to develop inundation maps and prioritize flood mitigation efforts. This meeting was also attended by representatives of all the involved agencies. Since February of 2007, the SBCFSA volunteer board conducts twice monthly public meetings to be able to respond to increased public interest and service area needs. In 2009 the SBCFSA began implementing Work Sessions with each neighborhood for outreach, education and public input toward identifying and prioritizing the flood mitigations concerns of the property owners. These meetings will be ongoing through the development of a Watershed Masterplan PLAN IMPLEMENTATION The Seward/Bear Creek Flood Service Area Board will ask the City of Seward and the Kenai Peninsula Borough to adopt this plan to augment existing City and Borough All Hazard Plans. Each of these governing bodies has the authority to promote sound public policy regarding hazards, and it will take the collective effort of the City, the Borough, the SBCFSA and its residents and businesses, as well as state and federal agencies to continue to mitigate flood risks and losses SBCFSA Flood Hazard Mitigation Plan May 2010 r, JJ SEWARD FACTS History : Resurrection Bay was first explored and named in 1792 by Russian fur trader and explorer Alexander Baranof. While sailing from Kodiak to Yakutat, he found unexpected shelter in this bay during a storm. He named the Bay Resurrection because it was the Russian Sunday of the Resurrection. After the purchase of Alaska by the United States from Russia in 1867, the first American settlers began to arrive. The small settlement was named after William Seward who negotiated the Alaska purchase. Once the strategic value of Resurrection Bay as the only deep year round ice free port on the Kenai was established it was determined to be the natural starting place for a railroad to the interior of the state. Although the first to settle Seward was Captain Frank Lowell and his family in the 1890's, they were soon followed in 1903 by John and Frank Ballaine and a group of settlers to begin construction of a railroad and expand the growing port town. Seward became incorporated as a city in 1912 and the railroad was completed in 1923. The completion of the railroad established Seward as the ocean terminus and supply center for most of Alaska and it soon became the largest community on the Kenai Peninsula. Since the 1964 earthquake and resulting tsunamis destroyed the railroad terminal and most of the harbor infrastructure Seward's population and economy have changed considerably. Even so, while other ports in Alaska have exceeded Seward in size over the years, Seward continues to be an important supply and communications center for interior Alaska. Demographics and Economy: As of the 2000 census, total population for the Seward/Bear Creek area was 4,734 with a primarily non-native population and approximately 20.9% Alaska Native. The economy has diversified from transportation into tourism, commercial fishing and processing, charter fishing, ship services and repairs. Major year round employers outside of the local and federal government are the Spring Creek Correction Facility, and the Alaska Sealife Center. As the tourism industry has grown in Seward, the number of seasonal jobs has increased as well. Seward's economy is dependent on maintaining port facilities to accommodate the 1.4 billion pounds of cargo and 320,000 cruise ship passengers that are transported through Seward each year. The Seward Highway is the only road connecting Seward to the rest of the state. The railroad that parallels the highway through Seward, carries freight, coal and, in the summer, tourists. There is a small airport with two runways. The Department of Labor population estimate of July 2006 listed Lowell Point Census Designated Place (CDP) as having a population of 76. A rough estimate would be that 90% of the residents of Lowell Point are either in the coastal floodplain or the floodplain of Spruce Creek. The Bear Creek CDP population was 1922, which is assumed to be the entire population outside the City of Seward but within the SBCFSA Flood Hazard Mitigation Plan 4 May 2010 SBCFSA except for Lowell Point. The SBCFSA will request the Kenai Peninsula Borough GIS staff to assist in identifying the approximate percent of this population that may be within a mapped or previously flooded area. Of the Seward city population of 2,627 as of July 2006, very few (less than'/2%) are located in a FEMA mapped flood hazard area. However, numerous areas have flooded or are at possible risk of flooding that are not shown on the Flood Insurance Rate Maps. Climate: Seward experiences a maritime climate. Winter temperatures average from 17 to 38 degrees F; summer temperature average 49 to 63 degrees F. The average annual precipitation includes 66 inches of rain and 80 inches of snowfall. Due the proximity of the Gulf -of Alaska and the topography of the land, large low pressure systems often bring heavy rains and strong winds during the fall storm season. Seward also falls along the path of a global weather system in the north Pacific which often brings the unusually heavy rainfalls trailing typhoons across the Kenai Peninsula. Geography: Seward is situated on Resurrection Bay on the southeast coast of the Kenai Peninsula in South Central Alaska, 125 highway miles south of Anchorage. It lies at the foot of Mount Marathon and, since the advent of he National Park System, is the gateway to Kenai Fjords National Park. It lays at approximately 60 degrees 7 minutes North Latitude and 149 degrees 26 minutes West longitude. The area encompasses 15 square miles of land and 7 square miles of water. Most of the uplands around Resurrection Bay are in city, state, borough or federal ownership leaving, in large part, only the Lowell Creek, Japp Creek and Spruce Creek alluvial fans and the floodplains of the lower Resurrection River and Salmon Creek to the north for private development. The tidelands of 4t" of July Creek are also city owned. Topography: Steep, rugged mountains and mostly glacially fed watersheds surround Resurrection Bay bringing down an almost endless supply of glacial debris to be continuously deposited as bed load in the streams themselves or to add to the alluvial fans on which most of the town is built. The mountains surrounding Resurrection Bay display many large and small glaciers, with Exit Glacier at the head of the Resurrection River fed by the Harding Ice Field which encompasses some 700 square miles and is up to 2000 feet deep in places. SBCFSA Flood Hazard Mitigation Plan May 2010 3 Some of these glacial streams, Lowell Canyon Creek and Japp Creek for instance, are confined in narrow canyons where water velocity naturally erodes tremendous amounts of avalanche and other debris. In broader floodplains, as with the Resurrection River, streams are filled to capacity with glacial debris and braid, often changing their stream beds from year to year as sediment accumulates. The peninsulas and islands in Resurrection Bay are partially submerged mountain ranges, so the mountains rise steeply from the water's edge without a transitional coastal plain. Hydrology: Alluvial fans are gently sloping, fan -shaped landforms created over time by deposition of eroded sediment and they are common at the base of mountain ranges. In many coastal areas in the western United States, alluvial fans provide most of the level, buildable land where steep mountains plunge directly into the ocean providing no coastal plain. In this regard Seward resembles some lower 48 coastal communities, but none are backed by mountains packed with the extensive network of glaciers, ice fields and high precipitation that creates the moveable stream beds and high sediment transport of the Seward -Resurrection River -Bear Creek - Lowell Point region. The availability of debris and melt water from glaciers and the Harding Ice Field compound the vulnerability of Seward to experience the type of hydrology that is more common to coastal south central Alaska alluvial fans. This type of hydrology is not the same as that experienced in the and Southwest U.S. where alluvial fan development is spreading into arid foothill regions. Also development and removal of vegetation on the alluvial fan increases flood potential. Heavy rainfall, often augmented with glacial melt water, emanates from the confined channel of high mountain canyons and proceeds onto the relatively flat alluvial fan below carrying with it large amounts of gravel and debris. As alluvial fan soil is made up of loose debris deposits it is easily eroded deeper into the original stream channel or high velocity floodwaters cut anew path down slope. As the single channel flow encounters the flatter slope of the mid -fan area, it widens and becomes shallower, losing velocity and depositing the sediment and debris it is carrying. The erosion/deposition processes include backfill into old channels and channel braiding, where singular flows split and rejoin as channels are alternately cut and filled with sediment. This creates random, unpredictable flow patterns. Floodplains and floodways change so rapidly in Seward that mapping data is rapidly outdated. As stated by the Committee on Alluvial Fan Flooding, National Research Council in Alluvial Fan Flooding, "The role of uncertainty in mapping alluvial fan flood hazards is different from that for floodplain management and mitigation. Alluvial fan flooding has implications for floodplain management. When a flood hazard is delineated on an alluvial fan using the default assumptions in the FEMA guidelines, the resulting map is an expression of uncertainty rather than an indication of how a flood might occur. It is therefore of limited use for the mitigation and management of flood hazards. In this case, if the FIRM is interpreted literally, then it can SBCFSA Flood Hazard Mitigation Plan 6 May 2010 J be argued that any effort at mitigation short of complete channelization increases the flood risk on another part of the fan and may therefore be in violation of NFIP regulations. Giving floodplain managers the peculiar responsibility of preserving uncertainty would be an inappropriate use of the FIRM because mitigation of flood hazards should strive to reduce uncertainty. This will become more visible if FEMA decides to extend the alluvial fan flooding concept to non -alluvial fan areas." Flooding on alluvial fans can only be evaluated on a site -specific basis. On -site evaluation of the flood hazard requires field investigations by specialists experienced in the scientific study of alluvial fan processes and the geomorphologic indicators of their present and past operation. Such on -site investigation is critical to provide a scientifically sound basis for hazard delineation and regulation. Hazard delineation done in the absence of such study should be held as provisional until proper field investigation by qualified specialists is accomplished. Types of Flooding: The Seward/Bear Creek area is critically susceptible to alluvial fan flooding but there are several other types of flooding that can occur and their effects are often compounded during flood events. The types of flood include: • Heavy precipitation • Urban runoff • Rapid snowmelt • Rising groundwater • Riverine ice jams • Flash floods • Fluctuating lake levels • Glacial lake outbursts • Coastal storm surge run-up • Surge -release flooding from landslides and debris flows • Failure of dikes, levees or other diversion structures • Tsunami SBCFSA Flood Hazard Mitigation Plan 7 May 2010 60 SEWARD FLOOD HISTORY As it is known that flood waters create alluvial fans and a large part of Seward rests on the fans created by Lowell Creek and Japp Creek it can be assumed that flooding has been a geological feature of the Seward watersheds far before settlers arrived and began keeping records. 1903-1966 Lowell Creek flooding began to be recorded almost as soon as settlers arrived to begin building the railroad. From 1903 and 1917 photographs it is evident that Lowell Creek regularly demolished the center of town with floodwaters. Subsequent to the flood, a citizens committee recommended building a flume 15 feet wide, eight feet high and 3,000 feet long. Another flood occurred in 1918 before this project could be started. Through the 1930's Lowell Creek was diverted through an elevated flume. The flume was plagued by constant accumulation of debris. During a flood in 1935 it was estimated that 10,000 cubic yards was deposited in the flume in 11 hours. In 1937 it was determined that the cost of maintaining the deteriorating flume was prohibitive. In 1939 Congress allocated funds to the Army Corps of Engineers to build the Lowell Creek Diversion Tunnel and Dam. The project was completed in 1940 for an original cost of $143, 929.00. Flooding is recorded on the Resurrection River in 1946 when the first recorded flooding of the airport occurred, as well as in 1961 and 1962. Flooding and land slides in 1966 partially blocked the Lowell Creek Diversion Tunnel and water levels behind the diversion tunnel dam came within 2 feet of overtopping the dam. In 1964 south central Alaska experienced the strongest earthquake ever recorded in North America, its strength estimated at 9.1 on the Richter Scale. The resulting tsunami in Resurrection Bay inundated and destroyed 300 feet by 3500 feet of the Seward waterfront including the San Juan Army and railroad docks, the tracks leading to the dock, the oil tank farms, fish processors, warehouses and the small boat harbor. The economic loss, particularly to Seward's port facilities resulted in the destruction of 90% of Seward's economy. 1986 In 1986 a storm dropped almost 18 inches of rainfall on the Kenai Peninsula from October 9th through the 11th. Landslides and landslide -dam failure and resultant floods, debris flows, alluvial fan aggradations and flooding in and around Seward caused an estimated $20 million in damages. According to a memorandum to the Mayor and City Council dated 20 November 1986, only $1,391,266 was allowed by FEMA for recovery and reconstruction with Seward expected to pay 25% of this amount in matching funds. Infrastructure damaged and threatened included railroad tracks and bridges, the Spring Creek prison, Seward Marine Industrial Center, Lowell Creek diversion tunnel. More than 200 people were left homeless. Residents of Lowell Point were cut off due to the washing out of Spruce Creek SBCFSA Flood Hazard Mitigation Plan g May 2010 Bridge and a large portion of the road. This was declared a more than 100 year flood event. A federal disaster was eventually declared. 1989 Heavy rains from August 25-27 caused over $1,000,000 in damage to homes, roads, bridges and infrastructure in the Seward area. 1993 Heavy rains on August 26 caused Salmon Creek, Clear Creek and the Resurrection River to flood. Three homes and one business incurred damage and there was some damage to Alaska Rail Road tracks. 1995 In 1995 the rain started September 19 as a result of Typhoon Oscar. About 9 inches of rain landed in Seward within a 24 hour period. State authorities closed the Seward Highway (the only way in or out of town) after rain swept across a quarter mile stretch of road near Milepost 3 near the Resurrection River Bridges. The Alaska Railroad had to remove debris accumulated at their Seward Highway Milepost 4.8 bridge and to replace the damaged bridge. Infrastructure damaged in this flood event included the airport, sewage treatment facility, roads, trails, railroad facilities, power transmission lines and damage to dikes and levees and the Lowell Creek diversion tunnel. Estimated flood damage was 9.8 million dollars. A federal disaster was eventually declared. Some loss numbers are available; the Kenai Peninsula Borough had spent about $500,000 in the Seward flood recovery. The US Corps of Engineers had calculated the damage to Seward's public property at 1.82 million and counting. A South Central Fall Flood Hazard Mitigation Grant Program was obtained from FEMA in the amount of $1,185,588, some of which was earmarked for bridge repair in Seward and $731,658 for a comprehensive flood mitigation project on the lower Resurrection River. (See Resurrection River watershed). 2002 Record setting precipitation and unusually warm temperatures produced widespread flooding in south central Alaska in the fall of 2002. The unusual weather patterns persisted in the region for more than two months. On the Kenai Peninsula, heaviest rainfall and most severe flooding occurred October 22"d through October 24tn Salmon Creek flooding severely affected Marathon View II subdivision, Whites Sawmill and Camelot. Infrastructure damaged included roads, Lowell Creek diversion tunnel and the small boat harbor. The 2002 flood was declared a Presidential Disaster. 2006 In October 2006, high tides, warm temperatures and the remnants of a typhoon stalled over south central Alaska caused 9 to 15 inches of rain to fall on the Seward area. Heavy rain contributed to the closing of the Seward Highway at Mile 4. The Lowell Creek diversion tunnel outflow dumped a 15 foot high pile of debris and SBCFSA Flood Hazard Mitigation Plan 9 May 2010 V k� gravel on the bridge, damaging the bridge and backing water up into surrounding businesses and streets. Extensive damage was incurred by the Alaska SeaLife Center whose pump house was completely destroyed, by IMS and the Shell Fish factory which was flooded with water and gravel. Power and water lines in the area were damaged. Bridge damage was also incurred on Timber Lane Bridge in Old Mill Subdivision and the Forest Lane Bridge over Sometimes Creek was destroyed and replaced with two large culverts. The loss of the bridge caused residents of Lowell Point to be cut off by road. Water taxi's had to be pressed into service to help Lowell Point residents get to jobs and stores. Families were evacuated from their homes in the Exit Glacier Road area, Old Mill Subdivision and around the Resurrection River highway bridges. Japanese Creek levee, Box Canyon levee and Kwechak Creek levee were all damaged in the flooding as was the airport. The Seward Highway was blocked by flooding at milepost 3.5 and Nash Road was blocked by flood waters. Portions of the airport runways were flooded. A federal disaster was declared for this flood event. 2007 — A flood event classified as a "high water event" occurred after steady rain and high ground water conditions causing water to rise in Salmon Creek, Clear Creek, Sometimes Creek and Lost Creek. Flooding threatened property and infrastructure in these areas including Salmon Creek Road, Nash Road, the Timber Lane Bridge and the new bridge that had replaced the temporary culverts under Forest Road across Sometimes Creek. The KPB Office of Emergency Management, under its Incident Action Plan, instituted emergency dredging and bank restoration on Salmon Creek with the assistance of the SBCFSA in obtaining permits and private property owner waivers. Due to an appeal by the KPB directly to Alaska Governor Sarah Palin, the DNR allowed a short term limited area exemption from the material sale fee. The KPB also contracted for emergency dredging and bank repair above and below Timber Lane Bridge. This effort was augmented by a dredging and bank repair project undertaken by the SBCFSA extending further north on Lost Creek. 2009 - Flooding occurred in the Seward area on July 29t" due to heavy rains, 3.3 inches in 24 hours. Areas impacted within the city limits were Lowell Point Road which was closed at the bridge due to debris piled up on the roadway. There were also several landslides caused by the rain on Lowell Point Road. Damage was also incurred on Lowell Point Road and in the small board harbor from storm surge waves as well as to the waterfront adjacent to the Alaska Sealife Center, IMS (Institute of Marine Science) and the Shell Fish factory. Seward Airport runway 13/31 was closed due to water on the runway. Dimond Boulevard was closed due to water across the road. In areas outside the city limits; Exit Glacier Road was closed due to the threat of water across the road and up to the bottom of Exit Glacier Bridge. Surge release flooding caused by landslides up Box Canyon Creek threatened homes in the Old Exit Glacier Subdivision and the levee had to be restored as an emergency measure. Members of the Bear Creek Fire Department went door to door warning residents of flood threat. Residents of Old Mill Subdivision reported water across the roads and the bridge at Sometimes Creek SBCFSA Flood Hazard Mitigation Plan 10 May 2010 63 threatening to wash out. Flooding was reported on low lying properties on Clear Creek. Emergency levee repair was necessary on upper Kwechak Creek due to damage from surge release type flooding, most likely triggered by landslides up the canyon. Local and borough emergency declarations were made. Emergency crews worked during and after the flooding on Lowell Creek Bridge, Box Canyon levee and upper Kwechak levee. SBCFSA Flood Hazard Mitigation Plan 11 May 2010 FLOOD LOSS INFORMATION Historical flood loss information is difficult to obtain even in states where records have been kept for decades. The National Oceanic and Atmospheric Administration reports that the task of accumulating loss estimates for flooding in the United States has specifically been the responsibility of the National Weather Service as an ancillary function. Societal infrastructure almost guarantees poor estimates. State and municipal losses are often self -insured and losses are often dispersed through separate line items in government budgets making them nearly impossible to follow. For homeowners and businesses, some will either not have insurance or be under insured. The costs for this sort of repair are almost impossible to establish. For those that are insured, claims may not fully reflect actual losses. In Alaska, outside of larger cities like Anchorage or Fairbanks, loss data was simply not recorded prior to statehood in 1959, other than to comment that this school or that hotel were swept away by flood waters. The first Lowell Canyon Creek mitigation project undertaken by the Cit of Seward was an elevated wooden flume that carried flood waters to the bay. The cost of building and maintaining this flume were not specified but were eventually determined to be overwhelming. Individual flood mitigation efforts were usually made by individual property owners to protect their own property and are likewise not recorded. Available loss numbers and mitigation costs, for the purpose of this flood hazard plan will be listed under each watershed. NATIONAL FLOOD INSURANCE PROGRAM In 1968, Congress established the National Flood Insurance Program (NFIP). The goals of the program are to reduce future flood damage through floodplain management, and to provide people with flood insurance. The Kenai Peninsula Borough (KPB) has had a tumultuous history with the NFIP. The KPB was suspended from the program when the 1986 flood struck which meant flood insurance and federal disaster assistance was withheld within the mapped floodplain areas. The Borough Assembly quickly passed the necessary ordinance (Title 21.06) to join the NFIP. The NFIP established Flood Insurance Rate Maps (FIRM) based on hydrologic studies of flood prone areas across the country. These maps have zones where the cost of insurance to property owners is adjusted according to the flood risk as compared to how the building is constructed. Generally, the higher the lowest floor is above flood levels, the lower will be the cost of the flood insurance. Structures built too low after the publish date of the FIRM will have much high flood rates. The FIRMs include Flood Insurance Zones (A, A2 through Al0, V, B, C, D): In order to set actuarial insurance rates, the Federal Insurance Administration established the following flood hazard map zones: SBCFSA Flood Hazard Mitigation Plan 12 May 2010 Zone Designation Zone Definition A Special Flood Hazard Areas inundated by the 100-year flood, determined by approximate methods; no base flood elevations shown or Flood Hazard Factors determined. AO Special Flood Hazard Areas inundated by types of 100-year shallow flooding where depths are between 1.0 and 3.0 feet; depths are shown, but no Flood Hazard Factors determined. Zone A2 through Special Flood Hazard Areas inundated by the 100-year flood, A5, and A10 determined by detailed methods; base flood elevations shown, and zones subdivided according to Flood Hazard Factors. Zone V Special flood hazard areas along coasts inundated by the 100- year flood, as determined by approximate methods, and that have additional hazards due to velocity (wave action); no base flood elevations shown or Flood Hazard Factors determined. Zone V1 through Special flood hazard areas along coasts inundated by the 100- V9, V11, V12, V16, year flood, as determined by detailed methods, and that have And V19 additional hazards due to velocity (wave action); base flood elevations shown, and zones subdivided according to Flood Hazard Factors. Zone B Areas between the Special Flood Hazard Areas and the limits of the 500-year flood, including areas of the 500-year flood plain that are protected from the 100-year flood by dike, levee, or other water control structure; also areas subject to certain types of 100-year shallow flooding where depths are less than 1.0 foot; and areas subject to 100-year flooding from sources with drainage areas less than 1-square mile. Zone B is not subdivided. Zone X Areas of minimal flooding. Zone D Areas of undetermined, but possible flood hazard. Flood insurance is available through the NFIP for anyone but is often mandatory through lenders on structures within the floodplain. It is also mandatory for any proposed acquisition and/or construction of buildings in flood hazard areas if any form of federal funding assistance for the development is sought. Communities who chose to enact and enforce certain floodplain management practices and regulations and to abide by flood damage prevention ordinances and FIRMs developed by FEMA may apply for a part of the National Flood Insurance Program called the Community Rating System (CRS). The CRS allows communities who enforce higher standards than federal minimum floodplain standards additional savings on flood insurance premiums to its citizens. Both the Kenai Peninsula Borough and the City of Seward participate in the Community Rating System as of November 2007. SBCFSA Flood Hazard Mitigation Plan 13 May 2010 As part of the congressionally mandated Map Modernization Program FEMA is producing new DFIRMs (Digital Flood Insurance Rate Maps) for the State of Alaska. Seward will received its preliminary maps in March 2010. On the new DFIRMs "C" Zones have been discontinued and replaced by X or shaded X zones which are defined as "Areas outside the 1-percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not usually required in these zones. Access to Flood Insurance Rate Maps and information on how they are to be used is available through the Kenai River Center in Soldotna, AK, (907)260-4882. NFIP COMMUNITY RATING SYSTEM IMPROVEMENTS Channel and Basin Debris Removal (CDR) - The SBCFSA will analyze and consider how to foster City and Borough improvements in their CRS scores, thus lowering flood insurance costs, by organizing a plan for service area -wide sediment Channel and Basin Debris Removal following the CRS guidelines: Maximum Credit: 300 POINTS CDR = the total of the following points, except that no credit is provided unless the first item is credited. • 200 points, if the community's drainage maintenance program includes all of the following: o An inspection is conducted at least once each year. o An inspection is conducted after each storm that could adversely impact the drainage system. o Inspections are conducted in response to citizen's complaints. o Action is taken after an inspection identifies a need for maintenance or cleaning. The action taken must be in accordance with the community's drainage maintenance procedures, which must be consistent with federal and state environmental protection laws and regulations. SBCFSA Flood Hazard Mitigation Plan 14 May 2010 6 `7 • 50 points, if the community's program identifies specific "choke points" or other obstructions to flows, or sites with erosion or sedimentation problems, that are inspected and maintained differently or more frequently than other parts of the drainage system. Such inspections are in addition to those credited under item 1(b), above. • 50 points, if the community has an ongoing program, such as a capital improvements plan, to eliminate or correct drainage problems, improve drainage or storage facilities, or to construct "low maintenance" channels or other facilities. There is no credit for this item if the community does not spend money on a regular basis on such improvement projects (a one -time - only project would not be credited). There is no credit if the funded projects are not part of the drainage system that is described in the community's inspection and maintenance procedures. Credit is dependent upon regular inspection and maintenance. The community (or other non -Federal agency) must have a program to regularly inspect its drainage facilities and remove debris as needed. Neither the cost of the work nor the amount of debris removed affects the credit. A program that simply responds to complaints is not eligible for this credit. The maintenance work recognized by the first and second items is normally done by a public works crew, usually without heavy equipment. The objective of this activity is to remove accumulated debris that obstructs flows that cause flooding to adjacent properties. It is important that the community's procedures spell out what can and cannot be removed. In some areas with natural streams, some woody debris may remain without causing a flooding problem. In other areas, with concrete lined ditches, all debris may have to be removed to maintain the ditch's carrying capacity. CRS credit is not provided if local drainage maintenance procedures violate federal or state laws. There may be special restrictions on streams or a requirement to obtain a federal or state permit before certain work can proceed. These restrictions must be included in the community's procedures. The third item credited is not for an ongoing maintenance program, such as cleaning inlets and culverts. It is designed to recognize a program that makes structural or permanent changes to the channels or basins to reduce flooding or maintenance problems. Creditable examples would be ongoing programs to: • Enlarge culvert and bridge openings to eliminate bottlenecks, • Install permanent hard or soft bank protection measures, • Install grates to catch debris during high flows, • Build new retention basins to reduce flows into existing channels, or SBCFSA Flood Hazard Mitigation Plan 15 May 2010 • Convert problem channels into "low -maintenance" channels. The capital improvements program should address the "'choke points' and other obstructions to flows" that warrant the special attention that is credited in item (2). It must include improvements to sites that are in the community's drainage system as defined in its procedures (see the documentation requirements in Section 544.a.2). Note : Once a capital improvements project is completed, it may qualify for CRS credit under Activity 530 (Flood Protection). Projects that protect repetitive loss properties receive higher credits in Activity 530. If an agency other than the community performs the inspection and/or debris removal, it is nonetheless the community's responsibility to document the activity for credit. In the case of a drainage district or county -wide maintenance program, the community may find it advantageous to work with other affected communities and the larger agency to develop consistent documentation that can be used by all affected communities. REPETITIVE LOSS PROPERTY The service area has only one repetitive loss property which is a single family dwelling on plot designated T01 N R01 W S27SW0000024 FOLZ. Claims were made for flood loss on this property in 1995 and 2002. This property and structure are in A02 and A04 zones and have been mitigated using Federal Emergency Management Agencies (FEMA) Flood Mitigation Assistance (FMA) and Hazard Mitigation Grant Program (HMGP) funds, property owner's private funds, insurance proceeds, and Increased Cost of Compliance (ICC) funds. SBCFSA Flood Hazard Mitigation Plan 16 May 2010 rr U SERVICE AREA FLOOD MITIGATION GOALS AND OBJECTIVES (By Priority) GOAL 1: Hazard Identification and Mapping Objectives: • Support needed sediment bed load mapping including engineering analysis necessary to obtain permits for channel drainage maintenance. • Continue to identify and map flood events. • Continue to pursue federal and state funding to improve and update Flood Insurance Rate Maps (FIRMS), as well as other maps and plans that may be more appropriate such as Drainage Plans or watershed management plans in order to meet other goals. In 2009 the SBCFSA participated in a KPB Floodplain Task Force and supported development of KPB Ordinance 2009-09 which extended borough floodplain development regulations for mapped flood risk areas to areas that were unmapped but were areas of known historic flooding. This resulted in the Seward Mapped Flood Data Area (SMFDA). The SBCFSA reviews floodplain development permit applications and advises the Gilman River Center. The SBCFSA works closely with the City of Seward Development Director to share information on floodplain development permit applications that are processed through the city Planning Department. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. This plan will include channel migration analysis, risk analysis and suitability mapping. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. These studies made it possible for hydrologist Dan Mahalak to assess sediment aggradations on streams within the service area. In January 2010 the SBCFSA, with the assistance of the KPB, applied for a Hazard Mitigation Grant to fund a service area risk assessment. In March 2010 the SBCFSA voted to apply to the US Army Corps of Engineers Planning Assistance for the States program for funding for the watershed Masterplan. The board has received a positive response from the Corps as well as a scope of work and will initiate this process in June 2010. SBCFSA Flood Hazard Mitigation Plan 17 May 2010 The SBCFSA, the KPB and the City of Seward assisted Northwest Hydraulic Consultants in obtaining new hydrology for Seward area streams which has resulted in new Digital Flood Insurance Rate Maps (DFIRMs) that will be formally presented to the public in June 2010. GOAL 2: Maintain floodplain hydraulic carrying capacity through drainage maintenance Objectives: • Exempt gravel and sediment removal on navigable rivers and streams from Alaska Department of Natural Resources (DNR) Material Sales fees necessary for flood and erosion mitigation for public safety purposes. o Seek amendment or standing waiver for State Material Sales fees for stream channel maintenance wherein no sale is to occur by the entity seeking the permit to maintain flood carrying capacity. • Encourage and assist each watershed to develop land use plans for removing and storing of creek bed load with the objectives of: o Identifying and permitting fill areas for future flood -free development sites. o Identifying storage sites that limit the costs of transporting the gravel. The SBCFSA, the KPB and the City of Seward continue to pursue exemption from state gravel fees for debris removed to mitigate flooding. In 2009 the KPB Flood Mitigation Task Force proposed a resolution to urge the State of Alaska to deem Salmon Creek, Fourth of July Creek and Sawmill Creek as non -navigable. This resolution was approved through the KPB Assembly as Resolution 2009-044 and through the Seward City Council as Resolution 2009-61. In December 2009, KPB Mayor Dave Carey called a Navigability Task Force meeting in Seward to obtain public input on this issue and he has continued negotiations with the Alaska Department of Natural Resources to obtain relief from gravel fees. These negotiations have been pursued through numerous letters and meetings at the Anchorage DNR office. The DNR agreed in 2006 at the behest of the KPB Office of Emergency Management and State Homeland Security to reduce the charge for debris removed for flood protection from the set $3.25 per cubic yard for the Seward area to $0.50 per cubic yard. This agreement was renewed in a contract ADL 230099 which expired in 2009, and is currently being re -proposed in ADL 230445. SBCFSA Flood Hazard Mitigation Plan 18 May 2010 rs ii Navigability of Seward area streams is still officially limited to portions of the Resurrection River but DNR has plans to include all of Salmon Creek and Kwechak(Glacier) Creek as well as some parts of Lost Creek although the decision to include this watershed is being contested by the SBCFSA and the KPB. The SBCFSA has made sediment removal on Seward area watersheds a Capital Priority Request to the state legislature every year since 2005. There has been no response from the legislature but efforts to fund bed load reduction are ongoing by the SBCFSA. GOAL 3: Increase Public Awareness Objectives: • Develop a strategy for accessing (applying for and managing) mitigation grant funds (see Appendix) • Increase public knowledge about flood insurance, natural and beneficial functions of floodplains. In 2008 the SBCFSA produced and distributed a bulk mailing to all service area property owners regarding flood risk, flood insurance and encouraging flood proofing of homes and property. Service Area goals include two such mailings each year and have been itemized in the annual budget. In 2009 the SBCFSA began implementing Work Sessions with each neighborhood for outreach, education and public input toward identifying and prioritizing the flood mitigations concerns of the property owners. These meetings will be ongoing through the development of a Watershed Masterplan. • Post Flood Hazard and High Water Mark signs on buildings, utility poles, at entries to subdivisions to increase awareness of flood risks. Add plat notes to plats indicating flood prone areas, seasonally high ground water. • Organize an annual Flood Awareness Day (Week) GOAL 4: Reduce flood damage Objectives: • Support elevation, floodproofing, buyout or relocation of structures that are highest risk, repetitive losses or substantially damaged, or are in imminent threat of loss due to location on eroding banks. SBCFSA Flood Hazard Mitigation Plan 19 May 2010 i • Review KPB Habitat Protection Ordinance for extension to Service Area for flood/erosion regulation purposes — recognizing gravel/sediment removal needs to continue. Modify ordinance to increase KPB enforcement and field staff. • Organize a Floodproofing Workshop for Homeowners and Businesses to learn about techniques and funding sources for elevating, and floodproofing structures (agency(ies) to participate — COE Floodproofing Committee, FEMA, DCCED; Businesses to support SBS, Wells Fargo, others) • Consider land swaps where appropriate. GOAL 5: Prevent future flood damage to new construction Objectives: • Improve enforcement of existing City and Borough NFIP flood damage prevention ordinances. • Expand Floodplain Regulations to the entire watershed (throughout SBCFSA) o Require Development Permits Service Area wide (not just in mapped Floodplain). In December of 2008 a KPB Ordinance was proposed that would place a moratorium on building in Seward area floodplains for one year. The moratorium was intended to allow time to revise borough floodplain development code to reduce flood risk. The moratorium was eventually deemed too radical a step and was followed by a proposal to establish the Seward Mapped Flood Data Area through KPB Ordinance 2009-09. This ordinance required a permit for all new construction and substantial improvement. KPB 2009-09 basically expanded all borough floodplain codes applicable to the FEMA mapped flood hazard areas to unmapped areas where there had been known historic flooding. A resolution requiring plat notes requiring that all subdivisions or replats within the FIRM hazard areas or the Seward Mapped Flood Data Area (SMFDA) was also passed. This resulted in KPB Resolution 2009-30. Also through the FTF, a resolution requiring an engineering analysis and design certified by a licensed civil engineer prior to start of construction in the FIRM mapped areas and the SMFDA. o Prohibit Below Grade crawlspaces and basements throughout the Service Area unless PE, architect or Professional Land Surveyor certifies that SBCFSA Flood Hazard Mitigation Plan 20 May 2010 3 building site is not subject to flooding, localized drainage, or high ground water. • Avoid building more new homes in the floodway (existing ordinance); revise floodplain ordinance to prohibit any new subdivision of land within the mapped floodplain. • Increase enforcement including fostering a partnership (M.O.U.) for enforcement uniformly within the City and Borough specific to the SBCFSA • Improve flood and erosion hazard aspects in land use decisions, subdivision actions, and Plans that affect the SBCFSA including: KPB All -Hazards Plan, Comprehensive Plan, Coastal Management; Wetlands Management Plan, Seward Long-term development plan. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. The study will include reaches of the Resurrection River within the SBCFSA. In January 2010 the SBCFSA, with the assistance of the KPB, applied for a Hazard Mitigation Grant to fund a service area risk assessment. In March 2010 the SBCFSA voted to apply to the US Army Corps of Engineers Planning Assistance for the States program for funding for the watershed Masterplan. The board has received a positive response from the Corps as well as a scope of work and will initiate this process in June 2010. • Increase KPB staff and presence in Service Area City of Seward 2020 Comprehensive Plan Volume 1, City of Seward All Hazard Mitigation Plan, KPB All -Hazard Plan and the State All -Hazard Mitigation plan have all been reviewed so that the Flood Service Area Goals, Objectives and Mitigation Measures complement, without conflicting with other Plan Goals and Objectives. TIMELINE For planning purposes a timeline was established for implementing mitigation projects and is as follows: Short Term= Less than 1 year Mid Term= 1-3 years Long Term= 3-5 years SBCFSA Flood Hazard Mitigation Plan 21 May 2010 �: 4 �. �``yy � 4l FLOOD HAZARD AREA INVENTORY The flood hazard area inventory has been organized by watersheds. Those listed singly flow directly into Resurrection Bay. • Resurrection River watershed o Resurrection River o Box Canyon Creek o Salmon Creek o Japp Creek • Salmon Creek watershed o Bear Creek o Kwechak (Glacier) Creek o Clear Creek o Lost Creek • Lost Creek watershed o Grouse Creek o Sometimes Creek • Fourth of July Creek watershed o Fourth of July Creek o Godwin Creek • Independent watersheds o Scheffler (Rudolph) Creek o Lowell Creek o Spruce Creek o Sawmill Creek SBCFSA Flood Hazard Mitigation Plan 22 May 2010 i �� RESURRECTION RIVER WATERSHED RESURRECTION RIVER Description: Resurrection River is the product of run-off from the Harding Ice Field and Exit Glacier. It is fed by Placer Creek, Box Canyon Creek, Japp Creek and Salmon Creek and drains a watershed twice as large as the total area of the other Seward/Bear Creek watersheds. Resurrection River runs nearly parallel to Exit Glacier Road and its terminus is Resurrection Bay. It is a classically braided river that changes channels in its wide river basin frequently dropping enormous amounts of sediment each year. The river's main channel is braided and migrates across a wide floodplain bounded by mountains to the south and Exit Glacier Road (which essentially functions as a dike) along the north bank. At the intersection with the Seward Highway the river braids into three branches crossed by three highway bridges and three railroad bridges. The State of Alaska has officially determined this river navigable and it is anadromous. Flood History: Resurrection River flooding has caused millions of dollars in damage to city, borough, state and federal infrastructure as well as private property during major floods occurring in 1946, 1961, 1962, 1977, 1986, 1989, 1993, 1995, 2002 and 2006, 2007 and 2009. Risk Assessment: • Resurrection River is highly impacted by the areas glaciers which are increasingly retreating providing for more melt and escalated stream flow. Ir addition, this causes for an amplified amount of glacier silt, gravel and other debris being transported. • The culverts along Exit Glacier Road have been known to backup causing damage to the road. • Throughout the lower reaches erosion is causing acres of estuary habitat to be wiped out. • There are several permits that exist for bed -load extraction throughout the reaches of Resurrection River and there is little coordination among them. • Infrastructure at risk include the Airport, Seward Highway and its bridges, Alaska Rail Road bridges and dock, the small boat harbor, critical fiber optic cables that connect interior Alaska to the lower 48, State of Alaska SBCFSA Flood Hazard Mitigation Plan 23 May 2010 Vocational -Technical School and several businesses in the industrial area north of the harbor. Bed -load build-up. • Resurrection River is responsible for depositing sediment into the Alaska Railroad dock harbor basin. Mitigation Measures and Goals: Short-term: • Express concern and provide recommendations to the appropriate agencies. • Pursue an exemption to the Alaska Department of Natural Resources (DNR) Material Sales fees for gravel removal on navigable rivers and streams as these fees hugely increase the cost of flood mitigation efforts through dredging on the Resurrection River. Beginning in 2005 the SBCFSA began appealing to the DNR for a fee exemption for gravel removed for flood mitigation purposes. This letter writing effort resulted, finally, in an unofficial and tentative determination of navigability for all streams in the service area but no compromise on the fee requirement. Due to the negotiating efforts of Scott Walden of the KPB Office of Emergency Management during the Resurrection River Task Force effort in September 2006, the DNR agreed to a reduced fee of $0.50 per cubic yard for gravel removed for flood mitigation. Since this amounts to $500.00 for every 1,000 cubic yards removed and there are hundreds of thousands of cubic yards needing to be removed on the Resurrection River alone, the SBCFSA plans to continue to negotiate for an exemption. Pursuit of the exemption to the Alaska Department of Natural Resources Material Sales fees and title to the submerged land is ongoing including a proposal to revise state statute to allow exemption of gravel removed for flood mitigation purposes by government agencies within flood service areas statewide. • Establish a cooperative relationship with the City of Seward to ensure flood mitigation efforts are not being duplicated or opportunities missed. The SBCFSA has vigorously pursued a cooperative relationship with the City of Seward since its inception in 2004. In 2006 the city Planning Department began actively sharing floodplain development information and plans and the city began to send representatives to SBCFSA board meetings. Also in 2006 the SBCFSA established four annual work SBCFSA Flood Hazard Mitigation Plan 24 May 2010 sessions with the Seward Planning & Zoning Commission. In 2007 the SBCFSA offered to partner with the City of Seward in applying for and matching funds for grant monies, in part to address the need for channel dredging at the mouth of the Resurrection River, or for needed hydrologic engineering studies. • Encourage a cooperative relationship with the various entities that have existing gravel extraction permits. Mid-term: • A direct channel needs to be created from the three Seward Highway Bridges to Resurrection Bay by dredging the main stream channel to maintain water conveyance away from the Airport. • Channel dredging at the mouth of the river would reduce upstream sediment build-up and encourage movement from high to low areas and lessen upstream flood potential. The SBCFSA has requested funding for Resurrection River channel dredging in its Capital Project Priorities requests as part of the Kenai Peninsula Borough Capital Project Priorities Requests to the State of Alaska in 2005, 2006, 2007, 2008, 2009 and 2010. Though no funding has been granted as yet, the SBCFSA will continue to seek state and federal funding for this critical project. • Coordinate with the City of Seward, the Kenai Peninsula Borough's Public Works Engineers, The State of Alaska Department of Transportation and the Alaska Railroad Corporation to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Periodic bed -load removal. In 1996 a $731, 658 grant was obtained by the Kenai Peninsula Borough, a portion of which was dedicated to mitigate flooding on the Resurrection River and Japanese Creek to be a coordinated effort between various State, Federal and local agencies and the City of Seward. In 1997 a Japp Creek/Resurrection River Interagency Agreement and Task Force were formed. The task force released a preliminary report in 1998. This report was followed by a Resurrection River Task Force meeting in 2006 (participated in by the SBCFSA) and eventually the Resurrection River Debris Maintenance Plan of September 2006. This plan calls for annual review of the need for maintenance dredging of the Resurrection River in an area between the bridges and the mouth of the river. The project area was dredged at least once since the original grant award. SBCFSA Flood Hazard Mitigation Plan 25 May 2010 r; i Long-term: • The entirety of Resurrection River needs to be surveyed and a hydrologist report generated, starting at the mean -low mark working up to the headwaters at Exit Glacier. The SBCFSA has requested funding for service area wide hydrology studies, including the Resurrection River. In 2006 the SBCFSA lobbied FEMA Region X for new hydrology studies for the Seward area as part of their Map Modernization Project. Northwest Hydraulic Consultants were tasked by FEMA to obtain new hydrology for the Resurrection River from the mouth to Old Exit Glacier Road and these studies were obtained in 2006 and 2007 for inclusion in the new Flood Insurance Study which will accompany the DFIRMs. SBCFSA continues to work on closer coordination between ADOT, AKRR and the City of Seward for sedimentation assessments and funding of debris removal. The SBCFSA was able to obtain sedimentation reports for the Salmon Creek drainage from Northwest Hydraulic Consultants and the City of Seward obtained a similar report on Japanese Creek. The SBCFSA agreed to provide 80% of funding for the borough to hire a professional hydrologist to be stationed in Seward for assistance with data gathering and assessment goals. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. The study will include reaches of the Resurrection River within the SBCFSA. In January 2010 the SBCFSA, with the assistance of the KPB, applied for a Hazard Mitigation Grant to fund a service area risk assessment. In March 2010 the SBCFSA voted to apply to the US Army Corps of Engineers Planning Assistance for the States program for funding for the watershed Masterplan. The board has received a positive response from the Corps as well as a scope of work and will initiate this process in June 2010. • Encourage the Kenai Peninsula Borough, the State of Alaska, the City of Seward and other interested Land Trusts to acquire and obtain land for floodplain conservation. SBCFSA Flood Hazard Mitigation Plan 26 May 2010 v� • As outlined in the Resurrection River Debris Maintenance Plan, coordinate with the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. BOX CANYON CREEK Box Canyon Creek is a tributary of the Resurrection River. The creek originates in an alpine lake at an elevation of 1,860 feet, flows through a steep canyon and then runs another 5.5 miles before entering the Resurrection River. Most of the upper reaches of the stream are not easily accessible. An 8-10 foot levee exists at the head of the alluvial fan to divert the stream to the extreme western edge. Box Canyon Creek is not anadromous and has been determined by the Alaska Department of Natural Resources as non -navigable. Flood History: In the October 1986 flood, debris damming of the stream above the existing levee caused a change of course which diverted the flood waters over the entire alluvial fan causing damage to homes and to the Exit Glacier Road. An independent engineering study in 1990 and a reconnaissance of the area by the US Army Corps of engineers in May 1992 made several suggestions for correcting this problem though the Corps also noted that the cost to benefit ratio at that time did not justify the expenditure. In 1995 waters breached the levee on Box Canyon Creek and caused damage to Exit Glacier Road. In October of 2006, flood waters again spread east of the dike and spread out to damage homes and streets including Old Exit Glacier Road, Wilma Avenue and Lois Way. Road repairs in this area for this flood alone cost the borough $269,052. In July 2009, heavy rains contributed to a landslide that caused surge release flooding on Box Canyon Creek. Flooding threatened the Old Exit Glacier subdivision and emergency levee repair work was undertaken by the KPB. Risk Assessment: • Debris slides and surge release flooding has been known to regularly wash out the dike and cause damage to Exit Glacier Road. • Blockages at the outlet of the canyon cause changes in the stream channel during flood events, causing it to behave unpredictably and to fan out, causing more wide spread flooding. SBCFSA Flood Hazard Mitigation Plan 27 May 2010 • Besides repeated damage to Old Exit Glacier Road and the roads of the surrounding subdivision, infrastructure in the form of the National Park Maintenance Facility and the Windsong Lodge are within reach of damaging flood waters. • Bed -load build-up. Mitigation Measures and Goals: Short-term: • Express concern and provide recommendations to the appropriate agencies Mid-term: • Coordinate with the Kenai Peninsula Borough's Public Works Engineers to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Recommend formation of a Homeowners Association or sub -committee of the SBCFSA to lead mid and long term land use, maintenance and recovery planning. The SBCFSA has negotiated with the US Forest Service and CIRI to obtain permits to operate on their property at the outlet of Box Canyon to accomplish hydrologic surveys and emergency levee repair. The SBCFSA is pursuing reactivation of the US Army Corps of Engineers 205 report of 1993 which outlines several suggested solutions to Box Canyon flooding. The SBCFSA is currently pursuing funding for such a project. Long-term: • Map Box Canyon alluvial fan; currently the Resurrection River is mapped by FEMA as if Exit Glacier Road did not exist. This depicts an inaccurate regulatory floodway and does not recognize the Box Canyon flooding on the Flood Insurance Rate Maps (FIRMS). The SBCFSA encouraged hydrology study of Box Canyon during the recent surveys done by Northwest Hydraulic Consultants in support of the FEMA Map Modernization effort but lack of funding for the necessary studies caused FEMA to decide not to map alluvial fans at this time. New DFIRM's for the Seward area have expanded mapped area further east toward Box Canyon but leave the alluvial fan unmapped. LiDAR data gathered in 2006 and 2009 has been shared with the FEMA Map Modernization team. The SBCFSA SBCFSA Flood Hazard Mitigation Plan 28 May 2010 plans to pursue hydrologic data gathering toward the possibility of filing a Letter of Map Revision to include the Box Canyon alluvial fan. In 2009, all unmapped alluvial fan development was included in the Seward Mapped Floodplain Data Area. (See page 20) • Coordinate with the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. Dredging and bank repair on upper and lower Box Canyon Creek was planned for FY 200712008 by the SBCFSA in an effort to reestablish the stream channel. Weather and permitting restrictions prevented planned SBCFSA work on Box Canyon Creek. The emergency work accomplished during the July 2009 flood event by the KPB has been determined to be adequate for flood risk reduction for the present and a longer term solution such as armoring the existing levee, rebuilding the levee at a better location and putting in a retention basin is being pursued through the USACE 205 Report. • Complete and implement Land Use/Floodplain Management Plan for Exit Glacier Box Canyon Basin. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This plan will include Box Canyon Creek. SALMON CREEK Description: Salmon Creek begins at the confluence of Bear Creek and Lost Creek and is also fed by the Kwechak Creek and Clear Creek drainages. Salmon Creek is located at approximately milepost 6 of the Seward Highway, flowing almost parallel with the Seward Highway and the Alaska Railroad, through several densely populated subdivisions. Salmon Creek is kept separated from the Resurrection River delta after it passes under Nash Road by a gravel levee and terminates in Resurrection Bay. Salmon Creek is anadromous and has been determined by the Alaska Department of Natural Resources (DNR) to be navigable. The determination of navigability makes all bed load removal subject to the Alaska DNR Material Sale regulations resulting in prohibitive costs. DNR has, in the past, indicated a willingness to allow gravel and debris removed for flood mitigation purposes to be charged at a reduced fee of $.50 per cubic yard. SBCFSA Flood Hazard Mitigation Plan 29 May 2010 Flood History: In 1946 Salmon Creek overflowed at approximately milepost 4 on the Seward Highway and damaged railroad tracks and a railroad bridge. In 1976 Salmon Creek flooded severely enough that people who could not be rescued had to swim out of their homes. In the 1986 Seward Flooding Salmon Creek along with the Resurrection River contributed to the destruction of railway bridges and roads. The Alaska Rail Road Corporation spent nearly $3,000,000 alone repairing and replacing track and bridges to restore rail service. Salmon Creek flooding also did millions of dollars of damage to private homes and bridges in Questa Woods and Camelot subdivisions. Published estimates pushed the total damages caused by Salmon Creek flooding to the surrounding infrastructure and property to over $10 million dollars. Following a high water event in March of 2007, the Kenai Peninsula Borough, under its Incident Action Plan contracted for emergency dredging and bank restoration on Salmon Creek from 100 feet upstream from the confluence with Clear Creek to 1100 feet above the confluence at a cost of $5,000. The SBCFSA assisted in this effort by processing the necessary permits and assisting in obtaining property owner waivers for the needed work. Due to an appeal by the KPB directly to Alaska Governor Sarah Palin, the Department of Natural Resources allowed a short term limited area exemption from Material Sale fees. In June 2008 the SBCFSA funded an emergency dredging and bank repair on Salmon Creek at a cost of $16,592. In October 2008 a bailing project was undertaken by the SBCFSA in which 2,000 cubic yards of gravel was removed from Salmon Creek immediately below the confluence to encourage improved flow from Clear Creek at a total cost of $26,558. And additional $1,500 was later demanded for the gravel (transported to an Alaska Railroad project) by the DNR under their Material Sale contract as they determined that AKRR was not a state entity. Risk Assessment: • Salmon Creek flooding has caused flood damage to private property and public infrastructure, Seward Highway and Nash Road in virtually every major flood event recorded in the past two decades. • Salmon Creek has a strong tendency to migrate westward; towards public and private infrastructure including the Alaska Railroad, Seward Highway and Nash Road. SBCFSA Flood Hazard Mitigation Plan 30 May 2010 s � • Salmon Creek bed load and velocity causes back up on Clear Creek during high water events causing damage to private property and endangering the Seward Highway. • Land subdivision and development in the area has restricted the stream to a limited portion of its alluvial fan and the bed load is quickly building with debris and gravel, which is plugging up tributaries and bordering properties. • Salmon Creek is the receiver of most the bed load of Lost Creek, Bear Creek and Kwechak Creek. • Resurrection Bay tidal activities highly influence the lower portions of Salmon Creek. • Currently there are no areas of flood plain easements/conservation to allow for overflow and runoff. • There is an overall lack of coordination between landowners and permitting and regulating agencies. • Bed -load build-up. Mitigation Measures and Goals: Short-term: • Express concern and provide recommendations to the appropriate agencies. • Coordinate with the appropriate agencies to improve and maintain the culverts, dikes, bridges and roads. The SBCFSA has been working with the Department of Natural Resources, the Kenai Peninsula Roads Department, the Alaska Department of Transportation and the Kenai Watershed Forum to identify needed culvert improvements. The Alaska Department of Transportation has identified culvert replacement and road repair on Salmon Creek Road and Nash Road as necessary on their list of future projects for several years. At the present it is not a priority for them and there are no plans in the immediate future to make these upgrades. In March 2010 the SBCFSA initiated a culvert upgrade project under Salmon Creek Road to address stream back up problems at Salmon Creek and Nash Roads. The bulk of Salmon Creek has now meandered east to the railroad and culverts meant to act as overflow relief are now tasked with carrying the bulk of the stream flow. The SBCFSA board approved funding and in SBCFSA Flood Hazard Mitigation Plan 31 May 2010 S `J partnership with the Kenai Watershed Forum and with the cooperation of the Alaska Department of Transportation and the Alaska Rail Road, this project is planned for late summer 2010 or early summer 2011. Continue to lobby through all possible avenues to make debris removed for flood mitigation purposes exempt from DNR Material Sale fees. Coordinate with Matanuska-Susitna Borough where Matanuska River gravel removal is a priority of the local Flood and Erosion Service Area and the City of Valdez to see if a combined voice by local governments facing this Material Sales fee could be more effective. (See page 18) Mid-term: • Coordinate with the Kenai Peninsula Borough's Public Works Engineers to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Maintain the boundary between Salmon Creek and Resurrection River. • The entire Salmon Creek watershed needs to be surveyed by a hydrologist to determine the areas in need of bed -load excavating and the areas where bed -load should not be excavated. At the behest of the SBCFSA, Northwest Hydraulic Consultants surveyed the Salmon Creek watershed and produced a sedimentation study in 2008. This study concluded that large depositional localized sediment deposits are forming along Salmon Creek and the lower end of Kwechak Creek. Deposits will continue to grow and eventually the bed of the stream is likely to rise above the surrounding floodplain which will result in increased frequency and severity of flood events. • Periodic bed -load removal. The SBCFSA has made bed load reduction in the Salmon Creek watershed a Capital Priority Request of the state legislature every year since 2005. There has been no response from the legislature but efforts to fund bed load reduction are ongoing by the SBCFSA. In support of planned bed load reduction, the SBCFSA, through the KPB Capital Projects office pursued and obtained a 5 year permit from the State of Alaska to remove a total of 105, 000 cubic yards of material from Salmon Creek per year. Due to permit requirements, rising fuel costs and the fee charged by the DNR for gravel extraction on Salmon Creek, the SBCFSA does not have funds at this time to do this work. SBCFSA Flood Hazard Mitigation Plan 32 May 2010 • Complete and implement Land Use/Floodplain Management Plan for the Salmon Creek watershed. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Salmon Creek. Long-term: • Encourage the Kenai Peninsula Borough, the State of Alaska and other interested Land Trusts to acquire and obtain land for floodplain conservation. • Coordinate with the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. JAPANESE CREEK (Ja Description: Japanese Creek is a tributary of the Resurrection River, terminating at the Resurrection River at approximately milepost 2 of the Seward Highway. The stream originates in an alpine moraine left by a retreating glacier. Its watershed has an area of approximately 3.5 square miles. The creek flows east through a steep canyon before entering a large alluvial fan. Japanese Creek has been determined to be non -navigable but anadromous by the Alaska Department of Natural Resources. The alluvial fan has been highly developed with subdivisions and city infrastructure. The Japanese Creek floodplain is managed and its development regulated by the City of Seward. Flood History: Japanese Creek is subject to frequent landslides through its canyon that cause stream damming and surge release type flooding. Following reported floods in 1966, 1969, 1976, 1982 and 1986, the Soil Conservation Service under its Emergency Watershed Protection Program, constructed a rip rapped dike along the right stream channel starting at the apex of the alluvial fan. The dike is 1,150 feet long and has an average height of 13 feet. In 1986 after 18 inches of rain fell over two days in October, a landslide dam in Japanese Creek canyon failed causing a surge -release flood that washed out the manmade levee along the southeast stream bank high on the fan creating new SBCFSA Flood Hazard Mitigation Plan 33 May 2010 57 channels and eroding into surrounding neighborhoods. Only heroic efforts on the part of local contractors to redirect the flood waters and shore up the eroding dike averted major catastrophe to homes and infrastructure. This flood event was estimated at a greater than 100 year event. Planning was begun for a new levee. The Japanese Creek levee project was completed in 2001. In October 2006, another major flood event in Seward resulted in significant erosion of the dike's upper areas and failure of a temporary bridge across the stream west of the Forest Acres subdivision. In October 2007 the City of Seward undertook a major renovation of the Japanese Creek Levee, repairing areas of the levee along its entire length with keyed in rip rap. Risk Assessment: • Landslides, heavy sediment transport and debris flows are known for eroding banks, blocking channels and diverting flows, sometimes resulting in surge - release type flooding. • Infrastructure at risk on the Japanese Creek alluvial fan includes all Seward schools, Seward Sanitary Landfill, major businesses, the Seward Military Resort and several highly developed subdivisions. In 2007 the City of Seward chose a tract of land also in this area on which to build the future Seward Long Term Care Facility. • Currently there is only one access and evacuation route to this highly populated area. • Bed -load build-up. Mitigation Measures and Goals: Short-term: • Express concern and provide recommendations to the appropriate agencies. In November 2006, Christy Miller, Floodplain Management Program Coordinator for the Alaska Department of Commerce Community and Economic Development, met with Seward city officials and John Graves of FEMA Region X. A follow up letter to the Seward City Mayor in December 2006 expressed deep concern regarding "unregulated development" on the Japanese Creek mapped floodplain behind the levee" Among the recommendations made in the letter were; city enforcement of their Title SBCFSA Flood Hazard Mitigation Plan 34 May 2010 15.25 Floodplain Management Ordinances, bed load removal, avoiding development in areas below the levee that historically have flooded in 1986 and 1995 and certification of the Japanese Creek levee. • Establish a cooperative partnership with the City of Seward to obtain further needed hydrologic data on the Japanese Creek corridor and levee. In June 2007, while Northwest Hydraulic Consultants were in the Seward area to gather data for a Map Modernization study, the City of Seward contracted with them for $15,000 to do a sedimentation study of the Japanese Creek corridor to compare current sediment depth to pre-2006 depths. The study concluded that at least 200,000 cubic yards of material had been deposited in the stream corridor during the October 2006 flood. It went on to state that it was not possible to state whether or not the corridor can sustain a 100 year flood event but that they suspect it would not. The engineers recommended that 100,000 cubic yards of material be removed in the fall of 2007 or at least as much debris removal as the city could afford. The study also recommended that a thorough hydrologic study of Japanese Creek was needed. Also in June 2007 the City of Seward requested a US Army Corps of Engineers levee inspection. Based on an engineering study of the levee by Wm. J. Nelson & Associates two recommendations were made for levee reinforcement. The City Manager stated that in order to receive federal funding assistance with either of these options an inspection must first be completed by the Corps of Engineers. Starting in March 2007 the SBCFSA offered to partner in the cost of engineering studies, first with the Seward Planning and Zoning Commission at a quarterly workshop and then again through further meetings with the Temporary City Planner and the City Manager. At a meeting on October 12, 2007 between representatives of the SBCFSA and Phillip Oates, Seward City Manager, the service area discussed partnering the city in obtaining engineering studies of a possibly broader scope than just Japanese Creek. These efforts are ongoing. In 2009, the City of Seward, the KPB and the SBCFSA expressed concerns about the alluvial fan studies that were not included in the new DFIRM's as Seward is largely built on alluvial fans. In response FEMA contracted with STARR, The Strategic Alliance for Risk Reduction to begin a 2 year study on the Japanese (Japp) Creek alluvial fan. A scoping meeting was held at Seward City Hall between FEMA, STARR representatives and representatives from the City of Seward, the KPB and the SBCFSA in September 2009. SBCFSA Flood Hazard Mitigation Plan 35 May 2010 • Encourage the City of Seward to follow through with the Japanese Creek Levee extension as currently planned. The City of Seward, after a lengthy and thorough public process, has completed engineering and land acquisition for the extension of the Japanese Creek Levee and plans to begin construction in 2010. Mid-term: • Coordinate with the City of Seward and the Kenai Peninsula Borough's Public Works Engineers to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Complete and implement Land Use/Floodplain Management Plan for the Japanese Creek watershed. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. With the agreement of the City of Seward this study will include Japanese (Japp) Creek. • Periodic bed -load removal. Long-term: • Coordinate with the City of Seward and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Encourage the City of Seward and other applicable organizations to obtain and classify land as floodplain conservation. SALMON CREEK WATERSHED BEAR CREEK Description: Bear Creek flows through Bear Lake Subdivision approximately 7 miles north of Seward. The headwaters are at Bear Lake and the confluence is Salmon Creek at approximately milepost 6 on the Seward Highway. The stream is anadromous and SBCFSA Flood Hazard Mitigation Plan 36 May 2010 C` „s has been determined by the Alaska Department of Natural Resources to be non - navigable. Risk Assessment: • The railroad bridge at milepost 6.6 has an insufficient clear -span known for causing debris build-up. In addition, there are broken railroad pilings adding to the debris and seasonal ice build-up which restricts adequate stream flow. • There is an existing right-of-way for a drainage ditch on the east side of Bleth Street but it is not currently maintained and has filled in with gravel and other debris. • During high water events Kwechak Creek can easily merge with Bear Creek, causing flood damage to the nearby subdivision as well as public infrastructure. • The watershed feeding Bear Creek is not a mapped floodplain. As development continues in the subdivisions below the lake the flooding issues become more problematic. Without updated floodplain maps the permitting and land management officials do not have the tools and authority needed to make decisions. Mitigation Measures and Goals: Short-term: • Express concern and provide recommendations to the appropriate agencies. On May 13, 2005 the Seward/Bear Creek Flood Service Area Board sent a letter to Mr. Tom Brooks of the Alaska Railroad Corporation encouraging a cooperative relationship between the Board and the Railroad. In addition, the letter stated the Board's recommendation to consider the Milepost 6.6 clear -span in any upcoming mitigation/maintenance plans of the Alaska Railroad Corporation. On May 19, 2005 the Seward/Bear Creek Flood Service Area Board sent a letter to Gary Davis at the Kenai Peninsula Borough Road Service Area. The letter stated the Board's concern and recommendation for an intercept ditch on the east side of Bleth Street in order to protect public and private infrastructure. The Alaska Railroad has sent representatives to inspect their Seward area bridges and consult with hydrologist Dan Mahalak. The representatives SBCFSA Flood Hazard Mitigation Plan 37 May 2010 do not disagree with the need for maintenance on the milepost 6.6 clear span but have no immediate plans to do this work. Mid-term: • Coordinate with the Kenai Peninsula Borough's Public Works Engineer to establish an annual schedule to review the watershed in its entirety and provide a report to the Service Area. • Complete and implement Land Use/Floodplain Management Plan for Bear Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Bear Creek. Long-term: • Coordinate with the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include the Bear Creek floodplain. In 2007 and 2008, Northwest Hydraulic Consultants (NHC) obtained new hydrologic data on Bear Creek. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC and Bear Creek has been included in the new DF/RM's which will be presented to the public in June of 2010. KWECHAK CREEK (Glacier Creek) Description: Kwechak Creek is located between the Bear Lake and Questa Woods Subdivisions at approximately milepost 5.5 of the Seward Highway. Kwechak Creek is glacial fed and its terminus is where it meets with Salmon Creek at approximately milepost 4.8. SBCFSA Flood Hazard Mitigation Plan 38 May 2010 J +� Kwechak Creek is a seasonal, non-anadromous and has been determined by the Alaska Department of Natural Resources to be non -navigable. Risk Assessment: • The floodplain is rapidly building at the canyon outlet and in the areas above and below Bruno Bridge. • There is a high probability of a debris jam in the upper portion of this unstable watershed, which will cause major flood problems for the subdivisions and infrastructure down stream. • There is significant need for bed -load extraction and annual dike maintenance at the canyon outlet. • Stony Creek Road is the only access and evacuation route to this highly populated, flood -prone area. • Only portions of this watershed are mapped in the floodplain. • Bed -load build-up Mitigation Measures and Goals: In October 2008 the SBCFSA funded a levee and bank repair project on the upper Kwechak at a cost of $20,505. In June 2009 the SBCFSA funded dredging and bank repair above and below Bruno Bridge at a cost of $23,410. A high water event in July 2009 largely negated the positive effect of this dredging. On July 29, 2009 a high water event required emergency levee and bank repair on the upper Kwechak. Short-term: • Express concern and provide recommendations to the appropriate agencies. On May 13, 2005 the Seward/Bear Creek Flood Service Area Board sent a letter to Bob Loeffler the Director of the Division of Mining, Land and Water at the Department of Natural Resources for the State of Alaska. The Letter stated the Board's objective to establish a cooperative relationship with the agency in order to reduce the bed -load in the local streams and requested an exemption from all material extraction royalty fees. SBCFSA Flood Hazard Mitigation Plan 39 May 2010 C; '7 The Seward/Bear Creek Flood Service Board received a response from Clark Cox a Natural Resource Specialist in which the regulations for material extraction in the State of Alaska was referenced. Mr. Cox explained that material extraction from State owned lands, including navigable water bodies require a sales contract and therefore the water -ways need to be reviewed on a case -by -case basis. Based on the Alaska Dictionary of Place Names by Orth, the DNR considers Kwechak(Glacier) Creek to actually be Salmon Creek. The navigability status of this portion of the creek is currently undetermined but the DNR has plans to survey it in 2010 and quite possibly deem it navigable and subject to material sales fees. (See page 18). Mid-term: • Coordinate with the Kenai Peninsula Borough's Public Works Engineers to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Obtain engineering studies on reinforcing or rebuilding dikes and levees at canyon outlet. In March 2010 the SBCFSA applied to the US Army Corps of Engineers for a 205 study of the levee and possible mitigation strategies for upper Kwechak (Glacier) Creek. USACE has reported that funding for 205 studies is not currently available but they are keeping the request for consideration. • Encourage coordination with Chugach National Forest Service to get the entire reaches from the canyon outlet to the lower reaches into Salmon Creek surveyed by their hydrologist to determine the areas in need of bed - load excavating and the areas where bed -load should not be excavated. The study should evaluate channel morphology, stability and bed -load transport. • Coordinate with the appropriate agencies to identify an alternate access and emergency evacuation route out of nearby subdivisions. • Complete and implement Land Use/Floodplain Management Plan for Kwechak (Glacier) Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Kwechak (Glacier) Creek. SBCFSA Flood Hazard Mitigation Plan 40 May 2010 i, 4 • Periodic bed -load removal. Long-term: • Coordinate with the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. In October of 2004 the Seward/Bear Creek Flood Service Area and the Road Service Area took direction from the Kenai Peninsula Borough's office of Emergency Management and coordinated and funded maintenance of the dike at the canyon outlet. The project cost $8980. • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include the entire Kwechak Creek floodplain. In 2007 and 2008 the SBCFSA worked with Northwest Hydraulic Consultants to obtain new hydrology data on Kwechak(Glacier) Creek for the FEMA Map Modernization project. Preliminary DFIRM's to be released to the public in June 2010 include this data. The SBCFSA also funded a repeat LiDAR study of this watershed in 2009 for comparison purposes. • Coordinate with the Kenai Peninsula Borough and other appropriate agencies to apply for grants and technical partnerships to complete comprehensive hydrologic studies to evaluate channel morphology, stability and bed -load transport. • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include the Bear Creek floodplain. In 2007 and 2008, Northwest Hydraulic Consultants (NHC) obtained new hydrologic data on Bear Creek. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC and Bear Creek has been included in the new DFIRM's which will be presented to the public in June of 2010. LOST CREEK Description: SBCFSA Flood Hazard Mitigation Plan 41 May 2010 C� Lost Creek is located at approximately milepost 7 of the Seward Highway in Old Mill Subdivision. Lost Creek joins with Grouse Creek and becomes Salmon Creek at approximately milepost 6.5. Lost Creek is not anadromous and has been determined by the Alaska Department of Natural Resources to be non -navigable. Flood History: Lost Creek ravaged Old Mill Subdivision in the 1986 flood, damaging many properties and completely destroying one home. In 1995 Lost Creek again eroded its banks and damaged property. In 2006 flood waters damaged the Timber Lane Bridge. In March 2009, a high water event threatened repeat damage to Timber Lane Bridge. The KPB Office of Emergency Management and the KPB Roads Department contracted for dredging and bank restoration above and below the bridge to prevent damage. Risk Assessment: • Portions of the Lost Creek watershed are not a mapped floodplain. As development continues in the Old Mill Subdivision the flooding issues become more problematic. Without updated floodplain maps the permitting and land management officials do not have the tools and authority needed to make appropriate decisions. • Timber Lane Bridge is out dated and in need of replacement. • Bed -load build-up. Mitigation Measures and Goals: Following the October 2006 flood, debris removal and bridge repair on the Timber Lane Bridge was accomplished as part of flood recovery measures by the Kenai Peninsula Borough at a cost of $553, 536. A high water event in March of 2007 necessitated dredging and bank restoration on either side of this same bridge by the Kenai Peninsula Borough In September 2007 the SBCFSA undertook a dredging and bank restoration project extending a further 1000 feet upstream from the work done by the KPB in March. The SBCFSA and the KPB Legal Department initiated a property owner waiver form to allow property owners along the work area to have input and approve the scope of work. This project was satisfactorily completed at a cost of $11,540. In September 2007 the KPB Assembly accepted $1,369,125 from the National Resources Conservation Service under the US Department of SBCFSA Flood Hazard Mitigation Plan 42 May 2010 Agriculture, to fund a buyout of high risk property in the Old Mill Subdivision. The required 25% fund match was obtained from the KPB, State Homeland Security and $130,000 was provided by the SBCFSA. The KPB formed a task force to administer this program. The program was advertised to the public in November 2009 and on December 4, 2009 a public open house was held at the Alaska Sealife Center to present the program. Applications were made available and a total of 38 Old Mill property owners applied for consideration. Extensive analysis of LiDAR data and historic flood data resulted in a determination of highest risk properties and eventually a prioritized list of those properties whose applications would be accepted. This project is ongoing. Short-term: • Recommend Kenai Peninsula Borough require floodplain development permits throughout Old Mill Subdivision until such time as Flood Insurance Rate Maps are prepared by FEMA. This will require amendment to KPB Title 21.06 In 2009 the Old Mill Subdivision was included in the Seward Mapped Flood Data Area requiring new construction or substantial improvement be permitted. • Express concern and provide recommendations to the appropriate agencies. Mid-term: • Coordinate with the Kenai Peninsula Borough's Public Works Engineer to establish an annual schedule to review the watershed in its entirety and provide a report to the Service Area. • Periodic bed -load removal. • Complete and implement Land Use/Floodplain Management Plan for Lost Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Lost Creek. Long-term: SBCFSA Flood Hazard Mitigation Plan 43 May 2010 .e r • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include the entire Lost Creek floodplain. In 2007 and 200The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another VDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC but due to funding shortages, FEMA did not plan to include alluvial fans in the new DFIRMs as further study was required. In 2009, the City of Seward, the KPB and the SBCFSA expressed concerns about the alluvial fan studies that were not to be included in the new DFIRMs as this would leave Lost Creek unmapped for the foreseeable future. As a result FEMA has designated Lost Creek as a zone X which will put the watershed on the DFIRM maps and allow residents to purchase reasonably priced flood insurance until further study can be obtained. CLEAR CREEK Description: Clear Creek originates from springs approximately 1.5 miles northwest from its confluence with Salmon Creek. It meanders and slows through wetlands near Old Exit Glacier Road which slows its velocity, crosses under a bridge in the Seward Highway and then eventually merges with Salmon Creek. During peak flows and especially during high water events, the greater volume and velocity of Salmon Creek causes Clear Creek to back up and flood over its banks between Salmon Creek and the bridges. During high water events flood waters fan out from Salmon Creek across the natural floodplain and enter Clear Creek laterally above its confluence with Salmon Creek. When Clear Creek is unable to convey the excess flow back into Salmon Creek, flooding occurs in the residential area between the highway and Salmon Creek. Clear Creek is anadromous and has been determined non -navigable by the Alaska Department of Natural Resources. Flood History: Resurrection River flooding spread northward to cause flooding on Clear Creek in 1951 and 1957. Clear Creek flooded severely in the 1986 flood leading to the building in 1987 of a small gravel dike on the south side of the creek. The dike was approximately 5 feet wide and 2 feet high. Despite this the area between the highway and the confluence with Salmon Creek flooded again in 1993 and 1995. Fill by private property owners near the confluence have raised the south bank above SBCFSA Flood Hazard Mitigation Plan 44 May 2010 5 flood waters but this has caused Clear Creek waters to back up onto the north bank and onto unraised private property nearer the highway. Clear Creek water levels are kept at continually high levels by aggradations of sediment at the confluence with Salmon Creek. Each heavy rainfall causes some amount of flooding of property along the creek. Risk Assessment: • Heavy rainfall or high water events will increase Clear Creek back up and threaten the Seward Highway and Clear Creek Bridge as well as private property. • Clear Creek overflow interferes with the salmon cycle as spawning fish swim into shallow, vegetated overflow areas and are stranded. • Continuously present overflow will kill the trees and vegetation, degrading the stream banks. • Bed -load build-up. Mitigation Measures and Goals: In March of 2007 the SBCFSA undertook a small dredging and bank stabilization project on Clear Creek just at its confluence with Salmon Creek in the hopes of relieving some of the backup. The SBCFSA spent $5406.00 to remove 1000 cubic yards of material and use it to restore the south bank to its pre-2006 flood state. Unfortunately the project was only partially successful due to tremendously increased bed load in Salmon Creek which currently causes Salmon Creek to be higher than Clear Creek. The SBCFSA is currently planning another dredging and bank restoration project at this confluence but plans to work in Salmon Creek at and below the confluence to give Clear Creek waters somewhere to go. In June 2008 the SBCFSA funded an emergency dredging and bank repair on Salmon Creek at a cost of $16,592 located just below the confluence with Clear Creek in an attempt to lower Clear Creek water levels. In October 2008 a bailing project was undertaken by the SBCFSA in which 2,000 cubic yards of gravel was removed from Salmon Creek immediately below the confluence to encourage improved flow from Clear Creek. Short-term: • Recommend Kenai Peninsula Borough allow no more development in the Clear Creek floodplain between the Seward Highway and Salmon Creek. SBCFSA Flood Hazard Mitigation Plan 45 May 2010 • Express concern and provide recommendations to the appropriate agencies. Mid -Term: • Coordinate with the Kenai Peninsula Borough and the Alaska Department of Transportation to obtain engineering and hydrology study of the Clear Creek — Salmon Creek confluence to determine long term solutions for the backup problem. Consultations with hydrologists, Northwest Hydraulic Consultants, the Alaska Rail Road and the Alaska Department of Transportation seeing possible long term solutions for the Clear Creek backup problem are ongoing. • Complete and implement Land Use/Floodplain Management Plan for Kwechak (Glacier) Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterp/an that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Clear Creek. • Periodic bed load removal at and below the confluence. Long -Term: • Coordinate with the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include Clear Creek. In 2007 and 2008, Northwest Hydraulic Consultants (NHC) obtained new hydrologic data on Clear Creek. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC and Clear Creek has been included in the new DFIRM's which will be presented to the public in June of 2010. SBCFSA Flood Hazard Mitigation Plan 46 May 2010 J SBCFSA Flood Hazard Mitigation Plan 47 May 2010 1. 0 0 LOST CREEK WATERSHED GROUSE CREEK Description: Grouse Creek is located at approximately milepost 7.5 of the Seward Highway in Old Mill Subdivision. Grouse Creek is fed by Grouse Lake and its terminus is where it meets with Salmon Creek at approximately milepost 6. Glacier Creek is anadromous and has been determined by the Alaska Department of Natural Resources to be non -navigable. Risk Assessment: • Many bordering residents have expressed concern about the culvert at milepost 7 which goes laterally under the highway and has the tendency to get plugged by debris build-up, causing water to back up onto nearby property. • Portions of the Grouse Creek watershed are not a mapped floodplain. As development continues in the Old Mill Subdivision the flooding issue becomes more problematic. Without updated floodplain maps the permitting and land management officials do not have the tools and authority needed to make appropriate decisions. • Timber Lane Bridge is out dated and in need of replacement. In November 2006 following damage to the Timber Lane Bridge from the October 2006 flooding, the bridge and approaches were repaired by the Kenai Peninsula Borough Roads Department at a cost of $553,536. Repairs include some bed load dredging to give more clearance over the water. • Bed -load build-up. Mitigation Measures and Goals: In May of 2005 the Seward/Bear Creek flood Service Area and the Alaska Department of Transportation combined resources to remove debris build-up in the culvert at milepost 7, improving conveyance. The project lasted two days and cost the Service Area $1,350. Short-term: • Express concern and provide recommendations to the appropriate agencies. SBCFSA Flood Hazard Mitigation Plan 48 May 2010 rr,, 1 Mid-term: • Coordinate with the Kenai Peninsula Borough's Public Works Engineers to establish an annual schedule to review the watershed in its entirety and provide a report to the Service Area. • Complete and implement Land Use/Floodplain Management Plan for Grouse Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Grouse Creek. • Periodic bed -load removal. Long-term: • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include the entire Grouse Creek floodplain. In 2007 and 2008, Northwest Hydraulic Consultants (NHC) obtained new hydrologic data on Grouse Creek. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LOAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC and Grouse Creek has been included in the new DFIRM's which will be presented to the public in June of 2010. SOMETIMES CREEK: Description: Sometimes Creek is a basically dry creek bed that runs approximately 1.5 miles from northwest to southeast, parallel to Lost Creek. The creek bed is dry until there is heavy rain except for occasional pools of ground water. Flooding on Sometimes Creek is usually of the flash flood variety. Flood History: Though Sometimes Creek has caused damage in earlier flood events, in 2006 the flash flood destroyed the Forest Road Bridge. Two large culverts were installed to SBCFSA Flood Hazard Mitigation Plan 49 May 2010 2 allow a temporary road to be built across for access while more permanent plans were made by the Kenai Peninsula Borough Department of Roads. Before the spring bridge replacement project could be started, a high water event in March 2007 washed out the culverts and temporary road. A new bridge was put across and the nearby banks hardened shortly thereafter at a cost of $125,000.00. In October 2008 a high water event and surge flood caused significant damage to the new bridge requiring emergency repairs by the KPB. Risk Assessment: • The new Forest Road Bridge structure has a narrow opening and is likely to accumulate debris in a flood event. • During a flash flood a debris clogged bridge will probably be damaged if not destroyed. Mitigation Measures and Goals: Short-term: • Recommend Kenai Peninsula Borough require floodplain development permits throughout Old Mill Subdivision until such time as Flood Insurance Rate Maps are prepared by FEMA. This will require amendment to KPB Title 21.06. In 2009, Sometimes Creek was included in the Seward Mapped Floodplain Data Area (SMFDA). (See page 20) • Express concern and provide recommendations to the appropriate agencies. Mid-term: • Coordinate with the Kenai Peninsula Borough Department of Roads to establish an annual schedule to inspect the bridge and approaching stream banks and make repairs as needed. • Complete and implement Land Use/Floodplain Management Plan for Sometimes Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Sometimes Creek. SBCFSA Flood Hazard Mitigation Plan 50 May 2010 ( • Periodic bed load and debris removal. Long-term: • Coordinate with the Kenai Peninsula Borough, the State of Alaska and FEMA to seek funding to update mapping to include Sometimes Creek. In 2007 and 200The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LOAR data was shared with NHC but due to funding shortages, FEMA did not plan to include alluvial fans in the new DFIRMs as further study was required. In 2009, the City of Seward, the KPB and the SBCFSA expressed concerns about the alluvial fan studies that were not to be included in the new DFIRMs as this would leave Sometimes Creek unmapped for the foreseeable future. As a result FEMA has designated Sometimes Creek as a zone X which will put the watershed on the DFIRM maps and allow residents to purchase reasonably priced flood insurance until further study can be obtained. SBCFSA Flood Hazard Mitigation Plan 51 May 2010 104 FOURTH OF JULY CREEK WATERSHED FOURTH OF JULY CREEK Description: Fourth of July Creek is located on the east side of Resurrection Bay and is known for continuously shifting its channels. The entire watershed, which includes Godwin Creek and Spring Creek, is glacially fed and includes roughly 25 square miles of drainage. Fourth of July Creek and its tributaries have created a 1.26 square mile segmented alluvial fan on which has been constructed commercial and industrial facilities and the $80 million dollar Spring Creek Correctional Facility which is a maximum security State prison. The lower reach of the stream is anadromous and has .been determined to be navigable by the Alaska Department of Natural Resources. Flood History: In preparation for the planned development of the Fourth of July Creek alluvial fan, in 1981 a Hydrologic Reconnaissance study was undertaken by the US Geological Survey. In the study they outlined the dangers of a constantly changing stream channel and the potential for flash flooding due to avalanches. Flood control levees were constructed in 1982 to protect the infrastructure and development on the alluvial fan. However, flood events in 1982, 1986 and 1989 caused extensive damage to these levees. In 1991 the City of Seward funded the modification of the levees which in 1992 were determined by the Corps of Engineers to be able to prevent most flooding without significant damage. Risk Assessment: In 2007, further development of the Seward Marine Industrial Complex was approved by the Seward City Council as well as a project to add on to Spring Creek Correctional Institution. The current levees need to be inspected and updated or replaced if needed before these plans are carried out. • Failure of the Forth of July Creek dike would result in considerable damage to public and private infrastructure including the Spring Creek Correctional Center, the City of Seward's water supply and the Seward Marine Industrial Center. • The upper basin of Fourth of July Creek has been logged several times in the past and stumps, slash and trees are regularly carried downstream by the higher flows. This debris can and does run aground and can cause surge release type flash flooding. SBCFSA Flood Hazard Mitigation Plan 52 May 2010 • According to officials, the City of Seward currently holds a permit from the Army Corps of Engineers to extract 10, 000 cubic yards per year and to date the permit has not been exercised. • Bed -load build-up. Mitigation Measures and Goals: Short-term: • Encourage the City of Seward to exercise their permit and dredge the mouth of the creek to promote flushing and create a direct channel to the bay. • Encourage the City of Seward to get engineering studies on the current levee before going ahead with alluvial fan development plans. On August 17, 2007, the City of Seward, in a letter to the Commander of the US Army Corps of Engineers, Alaska District, formally requested `the initiation of a Watershed Study under Section 14 to study all tributaries that flow into Resurrection Bay and, the initiation of a Shore Erosion Study under Section 14 to study shoreline erosion along Resurrection Bay..." The SBCFSA will follow this request and, if needed, add a letter of its own to support these studies. Mid-term: • Coordinate with the City of Seward to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Complete and implement Land Use/Floodplain Management Plan for the Fourth of July Creek watershed. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. With the agreement of the City of Seward this study will include Fourth of July Creek. • Periodic bed -load removal. SBCFSA Flood Hazard Mitigation Plan 53 May 2010 r� �J \3 Long-term: • Coordinate with the City of Seward and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Coordinate with the City of Seward and the State of Alaska to seek funding to update mapping to include the entire Fourth of July Creek floodplain. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LOAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. This data was shared with Northwest Hydraulic Consultants for the FEMA Map Modernization Program. Shortfalls in funding prevented FEMA hydrology studies on alluvial fans at this time. Fourth of July Creek remains unmapped on the new DFIRMs. GODWIN CREEK Godwin Creek originates at Godwin Glacier and flows through a steep sided canyon and then into Fourth of July Creek on the east side of Resurrection Bay. It deposits its sediment load on the Fourth of July Creek alluvial fan. Godwin Creek is not anadromous and has been determined by the Alaska Department of Natural Resources to be non -navigable. Risk Assessment: • Landslides and slope failure in the steep canyon walls have resulted in damming and excessive build-up of debris. • Bed -load build-up. Mitigation Measures and Goals: Short-term: • Recommend constructing an overflow culvert in the old channel. Mid-term: • Coordinate with the City of Seward's Public Works Engineer to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. SBCFSA Flood Hazard Mitigation Plan 54 May 2010 1017 • Complete and implement Land Use/Floodplain Management Plan for the Fourth of July Creek watershed. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. With the agreement of the City of Seward this study will include Godwin Creek. • Periodic bed -load removal. Long-term: • Coordinate with the City of Seward and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Coordinate with the City of Seward and the State of Alaska to seek funding to update mapping to include the entire Godwin Creek. (See Fourth of July Creek Long Term Mitigation Measures) SBCFSA Flood Hazard Mitigation Plan 55 May 2010 INDEPENDENT WATERSHEDS SCHEFFLER CREEK (a.k.a. Rudolph Creek) Description: Scheffler Creek originates on the east side of Mt. Marathon in an ice -cored glacial moraine. It flows perpendicular to the north end of Seward and drains into the Lagoon bordering Third Avenue in the City of Seward and from there into Resurrection Bay. The Scheffler Creek watershed is under the management of the City of Seward. Risk Assessment: • During flooding events Scheffler Creek has caused the Lagoon to overflow, washing out culverts and roads. • Lack of regulatory enforcement and permitting has allowed haphazard channelization. • Sediment deposits are building up in the Lagoon. • Bed -load build-up along Scheffler Creek itself. Mitigation Measures: Short-term: • Express concern and provide recommendations to the appropriate agencies • Establish a cooperative relationship with the City of Seward to ensure flood mitigation efforts are not being duplicated. Mid-term: • Coordinate with the City of Seward's Public Works Engineers to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. Since the October 2006 flood the City of Seward has had an engineering study done on Scheffler Creek by Lounsbury and Associates. • Regulatory permitting required for past, present, and future changes to the water course. SBCFSA Flood Hazard Mitigation Plan 56 May 2010 • Increase drainage conveyance under Dairy Hill Road and the Seward Highway. As part of emergency measures following the October 2006 flood the city replaced the Scheffler Creek culvert with a large oval shaped one for better drainage and backfilled the area with rock to protect the road surface. • Complete and implement Land Use/Floodplain Management Plan for the Scheffler Creek watershed. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. With the agreement of the City of Seward this study will include Scheffler Creek. • Periodic bed -load removal. Long-term: • Coordinate with the City of Seward and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. As a result of consultation with Phillip Oates, Seward City Manager, the SBCFSA is considering Scheffler Creek as one of several small debris removal and bank restoration projects being planned for spring 2008. $15,000 has been set aside in the SBCFSA budget for this project. In 2009, City of Seward priorities indicated that a large scale drainage project on Mill Street would be a better project for SBCFSA participation. As of April 2010, the SBCFSA has contributed $40, 000 to the Mill Street Drainage Project. • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include Scheffler Creek. In 2007 and 2008, Northwest Hydraulic Consultants (NHC) obtained new hydrologic data on Scheffler Creek. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC and Scheffler Creek SBCFSA Flood Hazard Mitigation Plan 57 May 2010 has been included in the new DFIRM's which will be presented to the public in June of 2010. LOWELL CREEK Description: Lowell Creek is a glacier -fed stream that runs 3 miles through a talus strewn canyon above Seward and then used to flow over an alluvial fan on which Seward's original town site was built. The alluvial fan stretches from the Resurrection Bay to the mouth of Lowell Canyon 130 feet above. The stream channel through the canyon is prone to landslides and avalanches that dam the stream and can lead to surge release type flooding. The volume and velocity of Lowell Creek is powerful enough during flood events to pick up large boulders and huge amounts of sediment and carry them downstream. Many of Seward's critical infrastructure, including the hospital, police station, city hall is located within this alluvial fan area as well as businesses, homes and a senior citizen housing structure. The creek currently is diverted from its original path by a dam and diversion tunnel built by the US Army Corps of Engineers. The dam is located just inside the mouth of Lowell Canyon and is 400 feet long and 25 feet high. The uncontrolled spillway is about 400 feet long with a sharp drop at the tunnel entrance to increase the velocity of the water enough to ensure that all debris will pass into and through the tunnel. From the dam, the waters of Lowell Creek are funneled through a diversion tunnel 2,068 feet long and 10 feet in diameter through Bear Mountain and into Resurrection Bay via a spillway above Lowell Point Bridge at the southern edge of the city. A 1994 reconnaissance report by the US Army stated that the tunnel and dam were not designed to impound water for long periods. A 40 foot long emergency spillway was originally designed to direct flood waters into the old creek bed through the center of town but that outlet no longer exists as this area has been fully developed. The stream is non- anadromous and has been determined to be non -navigable by the Alaska Department of Natural Resources. Since 1945 operation and maintenance of the diversion system and development and regulation of the floodplain has been under the City of Seward. Flooding History: Flooding from Lowell Creek devastated the town of Seward more than once before 1929 when an intake structure and wooden flume 12 feet wide and 7 feet tall were constructed above the stream's original path 3,300 feet through the center of Seward. The flume was plagued by constant debris accumulation and deterioration and was deemed beyond economical repair in 1937. Appeals were made to Congress and $143,929 was allotted for the US Army Corps of Engineers to build a diversion tunnel through Bear Mountain to replace the wooden flume. The project SBCFSA Flood Hazard Mitigation Plan 58 May 2010 i was completed in 1940. A culvert beneath Jefferson Street was eventually built to allow stream diversion during tunnel repairs. The history of Lowell Creek flooding since 1940 has been one of repeated and expensive repairs to the tunnel and intake system and near disaster in 1966 and 1986 due to blockage of the tunnel during major flood events. The tunnel has deteriorated due to debris abrasion. The railroad rails armoring the tunnel's floor have been torn out through the years and the floor has periodically eroded to bedrock. • The first major repair of the tunnel took place in 1945. The city spent $4. million dollars and the federal government $2.7 million for tunnel repairs. • In May 1946 control and maintenance of the diversion system was turned over to the City of Seward with inspection and oversight by the Army Corps of Engineers. • In 1966 a landslide above the entrance to the tunnel partially blocks the tunnel and water rises to within 2 feet of overtopping the dam. • In 1969 emergency rehabilitation work on the tunnel was accomplished using federal funding under Public Law 99 (84th Congress). • In 1984 emergency repairs were made by the City of Seward after inspection revealed that the tunnel needed to be repaired. • In 1988 nbr repairs were made under the rehabilitation authority of Public Law 99 (84 h Congress) following an inspection after the 100-year flood event in October 1986 revealed major damage to the tunnel floor from heavy rainfall and debris. • In 1989, after another major rainstorm, repairs to the tunnel are again accomplished under Public Law 99. • In 1992 the US Army Corps of Engineers conducted a Flood Damage Reduction Revised Reconnaissance Report on Lowell Creek. The report concluded that because of the potential for blockage of the tunnel from debris, liner failure or landslide could cause flood waters to go over the spillway with a catastrophic loss potential of lives and (in 1992 dollars) of $15 million dollars in property damage. The report estimated that if the tunnel received only minor repairs, it would like fail by the year 2015. Among several alternatives for controlling Lowell Creek, the Corps recommended two for further investigation; rehabilitating the existing tunnel and adding an emergency spillway and silt dam at a projected cost of (1992 dollars) over $10 million dollars or adding a second 10 foot diameter tunnel to the SBCFSA Flood Hazard Mitigation Plan 59 May 2010 rehabilitated existing tunnel with a projected cost (1992 dollars) of nearly $16 million dollars. A report by the US Army Corps of Engineers in October 1993 identified some design deficiencies they believed needed to be addressed. These included; no provision had been made for flood passage through the area downstream of the spillway (and in fact this area had been highly developed), that there was no emergency plan developed for action to be taken should the tunnel be blocked or long term -impoundment behind the dam, and finally, that there was no provision for a monitoring and warning system. • In 2001 the Secretary of the Army was authorized under the Water Resources and Development Act of 2000 to carry out on an emergency, one-time basis necessary repairs of the Lowell Creek Tunnel at federal expense for a total cost of $3 million dollars. In the flood of October 2006 (see page 9) the Lowell Creek Diversion Tunnel outflow dumped a 25 foot high pile of debris, rocks and gravel on the bridge damaging the bridge approaches and backing water up into surrounding businesses and streets. The loss of bridge access and landslides on Lowell Point Road caused residents of Lowell Point to be cut off. Water taxi's had to be pressed into service to help Lowell Point residents get to jobs and stores. The bridge was reopened in three days but complete repair was not finished until one year later. • In July 2009, a high water event caused large amounts of debris to be dumped above and below the Lowell Creek Bridge threatening to send water over the bridge. Emergency dredging was required to prevent damage to the bridge and access to Lowell Point was restricted. The City of Seward has been responsible for maintenance and repairs between these major events. Over the life of the tunnel, the federal government has spent $3,325,775 on tunnel repair and maintenance and the local government has spent $3,392,700 for a total of $6,718,475. In 2009 the US Army Corps of Engineers took over responsibility for the Lowell Creek Diversion Tunnel for the next 13 years. Risk Assessment: • Design deficiencies identified by the Corps of Engineers in 1993 have only partially been addressed. • Landslides in the canyon have contributed to blockage and obstruction to the Lowell Creek Diversion Tunnel causing ongoing deterioration to the structure. SBCFSA Flood Hazard Mitigation Plan 60 May 2010 13 • Lowell Point Bridge receives tremendous pressure as well as gravel and water build-up during high water events. • The diversion culvert of Jefferson Street has been known to pass large debris and is need of annual inspection and maintenance. • Lack of regulatory enforcement and permitting. • Bed -load build-up. Mitigation Measures and Goals: Short-term: • Express concern and provide recommendations to the appropriate agencies. • Coordinate with the City of Seward, the Army Corps of Engineers and other appropriate agencies to apply for grants and technical partnerships to obtain funding to update and maintain the Lowell Creek Diversion Tunnel. Since accepting responsibility for the tunnel in 1946, the City of Seward has been overwhelmed by the financial burden of maintaining and repairing the diversion structures. Under the Water Resources Development Act passed by the US Congress in November 2007, the US Army Corps of Engineers has resumed responsibility for the repair and maintenance of the Lowell Creek Diversion Tunnel. Mid-term: • Coordinate with the City of Seward and the Army Corps of Engineers Borough to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Maintain diversion culvert under Jefferson Street. • Complete and implement Land Use/Floodplain Management Plan for the Lowell Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. With the agreement of the City of Seward this study will include Lowell Creek. SBCFSA Flood Hazard Mitigation Plan 61 May 2010 • Periodic bed -load removal. Maintenance of the Lowell Creek aggrading stream channel above the tunnel has required annual work contracted by the City of Seward and this work needs to continue. Independent technical analysis of the impacts of large rock and vegetation removal and streambed clearing on the tunnel is needed. Though debated locally in 2006 prior to the October flooding, there is support for the need for debris removal but no clear understanding of how this work should be guided to maintain optimum stream mechanics without aggravating the already serious problem of excessive debris flow through the tunnel during flood events. Long-term: • Coordinate with the City of Seward, the Army Corps of Engineers, and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris from Lowell Creek above the diversion dam. Prepare an Emergency Action Plan (EAP). An EAP is required of the City of Seward by the Department of Natural Resources. • Develop a dam break inundation map of the area below Lowell Creek diversion dam. An Emergency Action Plan is currently under development by the Seward Fire Department. • Prepare engineering recommendations and course of action for correcting design deficiency such as emergency spillway an emergency spillway conveyance channel, secondary detention or other engineering suggestions. SPRUCE CREEK Description: Spruce Creek flows in Resurrection Bay at Lowell Point, 2 miles south of Seward. The stream drains a 9.26 square mile watershed originating at a small glacier in the northwest corner of the watershed. It flows nearly 5 miles to Resurrection Bay from steep headwaters that flow through a narrow canyon. Landslides and avalanches in the canyons contribute to surge release type flooding which has historically caused damage on Lowell Point Road, Spruce Creek Bridge and the water treatment plant lagoon. Spruce Creek ends in an alluvial fan that supports businesses and homes SBCFSA Flood Hazard Mitigation Plan 62 May 2010 5 at Lowell Point as well as critical Seward infrastructure in the form of the sewage treatment plant. Spruce Creek is seasonal, non-anadromous and has been determined to be non -navigable by the Alaska Department of Natural Resources, Spruce Creek and has one of the area's three USGS managed stream gauges. Flood History: Before the bridge replacement, Spruce Creek was regularly blocked during high water events by debris caught under the bridge. Historic flood damage has, historically, been confined to the left margin of the fan. After the 1986 flood (which did not significantly impact the Spruce Creek area, the Soil Conservation Service built a rep rap revetment on the right bank of the channel upstream of the bridge in order to protect the north bank where the sewage treatment plant is located. Flood damage in 1995, 2002 and 2006 was mostly limited to businesses and properties below the bridge due to bed load accumulation and stream braiding. Risk Assessment: • Landslides in the canyon back up the water which causes severe erosion, debris dams, and "surge -release" flooding significantly damaging Lowell Point Road, the Spruce Creek Bridge and the City Sewer Lagoon. • Seasonal high water flow results in substantial damage to Lowell Point Road, which is the only access and evacuation route. • The Spruce Creek watershed is not a mapped floodplain. As development continues in the Lowell Point area the flooding issue becomes more problematic. Without floodplain maps permitting and land management officials do not have the tools and authority needed to make decisions. In 2009, all unmapped alluvial fan development was included in the Seward Mapped Floodplain Data Area. (See page 20) • Bed -load build-up Mitigation Measures and Goals: Short-term: • Encourage the Kenai Peninsula Borough and State of Alaska to replace the Spruce Creek Bridge to include a longer span with two lanes. In April 2006 residents of the Lowell Point area began petitioning to have the unsafe one lane bridge at Spruce Creek replaced. The Kenai Peninsula Borough solicited federal and state funds to assist in the cost of this project. SBCFSA Flood Hazard Mitigation Plan 63 May 2010 A two lane bridge was completed in September 2006 at a total project cost of $1,195,955. Mid-term: • Coordinate with the City of Seward and the Kenai Peninsula Borough to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Complete and implement Land Use/Floodplain Management Plan for Spruce Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Spruce Creek. • Periodic bed -load removal. At a September regular board meeting of the SBCFSA, Lowell Point residents expressed concern about the need for bed load removal on the lower Spruce Creek. The board agreed to add Spruce Creek to its list of possible small dredging and bank repair projects scheduled for FY 2008. Long-term: • Coordinate with the City of Seward, the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Coordinate with the Kenai Peninsula Borough and the State of Alaska to seek funding to update mapping to include the Spruce Creek floodplain. On February 24, 2005 the Seward/Bear Creek Flood Service Board sent a memo to the Kenai Peninsula Borough Mayor ask that Spruce Creek be added to the list of streams in need of floodplain mapping. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another VDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC but due to FEMA funding shortages, Spruce Creek has not been included in the new DFIRM's. SBCFSA Flood Hazard Mitigation Plan 64 May 2010 SAWMILL CREEK Several glacial -basins drain into Sawmill Creek's headwaters. The creek is located northeast of Nash Road and flows through a banked and braided channel under Sawmill Creek Bridge into Resurrection Bay. The stream is non-anadromous and has been determined to be navigable by the Alaska Department of Natural Resources. Flood History: In the October 1986 flood, log and debris jams caused Sawmill Creek to undermine Nash Road and wash out a bridge abutment on the Sawmill Creek Bridge. Risk Assessment: • Debris jams have caused considerable bank erosion. • During high water events water at Sawmill Creek Bridge has flowed onto Nash Road and threatened electrical power poles as well as private infrastructure. • Glacier Creek has been known to jump into Sawmill Creek at its headwaters during high water events. • At this time Sawmill Creek is not completely included in the floodplain mapping. • Land that has historically flooded from Sawmill Creek in Nash Woods was platted two years go for building homes. • Bed -load build-up above and below Nash Road threatens Sawmill Creek Bridge. Material Sale fees charged by the Department of Natural Resources make flood mitigation debris removal too costly. Mitigation Measures and Goals: Short-term: • Recommend the State of Alaska, Department of Transportation to consider enlarging and straightening out the Sawmill Creek Bridge as well as cleaning out bed load above and below the bridge. • Pursue exemption from state material sale fee for gravel removed for flood mitigation purposes. (Seepage 18) SBCFSA Flood Hazard Mitigation Plan 65 May 2010 � V • Install riprap to armor the bank to prevent possible merging into Glacier Creek at the headwaters. Mid-term: • Encourage coordination with Chugach National Forest Service to get the entire reaches from the canyon outlet to the lower reaches into Resurrection Bay surveyed by their hydrologist to determine the areas in need of bed -load excavating, as well as channel morphology, stability and bed -load transport. • Coordinate with the City of Seward and the Kenai Peninsula Borough to establish an annual schedule to review the watershed in its entirety and provide a report to the Flood Service Area. • Complete and implement Land Use/Floodplain Management Plan for Sawmill Creek. In May of 2009 the SBCFSA approved pursuit of a watershed Masterplan that would include risk assessment, hydrologic, economic and environmental elements for long term planning of Seward water resources development. In August 2009 the KPB Assembly voted to approve this goal through KPB Resolution 2009-071. This study will include Sawmill Creek. • Periodic bed -load removal. Long-term: • Coordinate with the City of Seward, the Kenai Peninsula Borough and other appropriate agencies to obtain funding and permitting to establish an annual maintenance schedule and contract to remove excess debris. • Coordinate with the Kenai Peninsula Borough, the State of Alaska, and the Federal Emergency Management Agency to seek funding to update mapping to include the Sawmill Creek. In 2007 and 2008, Northwest Hydraulic Consultants (NHC) obtained new hydrologic data on Sawmill Creek. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LIDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. LiDAR data was shared with NHC and Sawmill Creek has been included in the new DF/RM's which will be presented to the public in June of 2010. SBCFSA Flood Hazard Mitigation Plan 66 May 2010 1 i a COASTAL FLOODPLAINS Coastal flood hazard areas exist along the entire coastline of the service area. Flood Insurance Rate Maps (FIRMs) designate coastal floodplains as subject to coastal velocity waves if a 3 foot or greater wave action impacts the coastline. Flood History: Alaska has the greatest tsunami potential in the entire United States. Historic tsunamis generated by earthquakes on the Alaska -Aleutian subduction zone have resulted in widespread damage and loss of life along the Alaskan Pacific coast and other places located at exposed locations around the Pacific Ocean. Large seismic events occurring in the vicinity of the Alaska Peninsula, Aleutian Islands, and Gulf of Alaska have a very high potential for generating both local and Pacific -wide tsunamis. Seward was the first community to be recognized as Tsunami Ready in Alaska in January 2002. Seward's mayor at that time knew firsthand of the disastrous effects of tsunamis, because he lived through the 1964 tsunamis as a young boy. During the Great Alaskan Earthquake, a section of Seward's waterfront slid into the bay triggering a series of tsunamis that inundated the community a mere 20 minutes later. Twelve people were killed and the destruction was extensive —14 million dollars (in 1964 dollars). Mitigation Measures and Goals: To help mitigate the risk that tsunamis pose to Alaskan coastal communities, the Geophysical Institute of the University of Alaska Fairbanks and the Alaska Division of Geological and Geophysical Surveys participated in the National Oceanographic and Atmospheric Administration's (NOAA) National Tsunami Hazard Mitigation Program by evaluating and mapping potential inundation of selected parts of Alaska coastlines using numerical modeling of tsunami wave dynamics. One of the most significant sources of errors in tsunami inundation mapping is inaccuracy of topographic and bathymetric data used in the model. The Alaska Tsunami Modeling Team cooperated with the local USGS glaciology office to perform photogrammetry in the Seward area. Using ten air photos and the APEX software, along with several precisely located GPS points, a new geo-referenced and highly accurate DEM with a 5-meter grid spacing has been developed. The new dataset has contours that deviate by more then 100 meters in some places from the contours in the previous dataset, showing significant improvement in accuracy for the purpose of tsunami modeling. SBCFSA Flood Hazard Mitigation Plan 67 May 2010 ���.1 Short-term: • Obtain the Seward tsunami inundation mapping and assess how to better inform the public of the new study information. Updated tsunami inundation maps provided by the University of Alaska were presented to the City of Seward and the public in December 2009. • Review the FEMA FIRMs for areas of the coastline that are mapped and discuss the accuracy of the coastal flood maps and how they are being used for project review by the SBCFSA, City of Seward and the Kenai Peninsula Borough Kenai River Center. Mid-term: • Improve public education information on the building techniques in the coastal velocity flood zones. Hold public meetings specific to Lowell Point residents. The SBCFSA provided partial funding for a LiDAR study of the service area in 2006 along with the Kenai Watershed Forum and the City of Seward. In 2009 the SBCFSA funded another LiDAR study which was expanded to include areas north of Bear Lake with additional funding from the KPB. This data was shared with Northwest Hydraulic Consultants for the FEMA Map Modernization Program. This data and the tsunami inundation maps will be included in the approved Watershed Masterplan. SBCFSA Flood Hazard Mitigation Plan 68 May 2010 REFERENCES Alaska Railroad Corporation. (September 1991). "Flood Hazard Mitigation Plan" Behlke, C.E. (August 1990). "Box Canyon Creek Near Seward Alaska," prepared for city of Seward, Seward, Alaska. City of Seward. (March 2004). "All Hazard Mitigation Plan." City of Seward. (1996). "Flood Hazards Mitigation Plan." City of Seward Community Development Department and Hensley Consulting Services. Department of the Army. (February 1994). "Seward Area Rivers Flood Damage Prevention Interim Reconnaissance Report," US Army Engineer District, Alaska. Federal Emergency Management Agency (FEMA). (February 1989). "Alluvial Fans: Hazards and Management." FEMA. (December 1999). "Flood Insurance Study," prepared for the Kenai Peninsula Borough. FEMA. (February 1987). "Reducing Losses in High Risk Flood Hazard Areas: A Guidebook for Local Officials," FEMA 116. FEMA. (June 2006). "Introduction to Hazard Mitigation," IS393.A. Jones, S.H., and Zenone, Chester. (1988). "Flood of October 1986 at Seward, Alaska," USGS Water -Resources Investigation Report 87-4278. Kenai Peninsula Borough Office of Emergency Management. (September 2006). "Resurrection River Debris Maintenance Plan." Kenai Peninsula Borough. (2004) "All Hazard Mitigation Plan." Lamke, R.D. and Bigelow, B.B. (1987). "Floods of October 1986 in Southcentral Alaska," USGS Open -File Report 87-391. Lien-Longville, Susan. (April 28, 2005). "The Housing Boom on Southern California's Alluvial Fan Floodplains: A Floodplain Management Crisis in the Making. Nelson, G.L. (1981). "Hydrologic Reconnaissance near Fourth of July Creek, Seward, Alaska," USGS Water Resources Investigations 81-21. SBCFSA Flood Hazard Mitigation Plan 69 May 2010 122, c.�. Northwest Hydraulic Consultants. (2007). "Japp Creek Sediment Management Investigation." Northwest Hydraulic Consultants. (2007). "Long Term Sedimentation Trends on Seward, Alaska Valley Streams". Robinson, Dr. Stephen (Ed). (August 2003). "A Field Guide to the Geomorphology of Southcentral Alaska Seward History Preservation Commission. (2004). "Seward History: How Seward was Founded." www.cityofseward.net/hpc/seward_history. Seward Phoenix Log. (September 21, 1995). Volume 30 Number 2. Seward Phoenix Log. (September 28, 1995). Volume 30 Number 5. Seward Phoenix Log. (October 16, 1986). Volume 21 Number 2. Seward Phoenix Log (October 23, 1986). Volume 21 Number 5. US Army Corps of Engineers (USACE), Alaska District. (September 1992). "Flood Damage Reduction Revised Reconnaissance Report, Seward, Alaska, Lowell Creek," Anchorage, Alaska. USACE, Alaska District. (March 1992). "Flood Damage Reduction Revised Reconnaissance Report, Seward, Alaska: Fourth of July Creek," Anchorage, Alaska. USACE, Alaska District. (August 1964). "Report on Subsurface Investigation for City of Seward, Alaska and Vicinity," Anchorage, Alaska. USACE. (1982). "Flood Plain Information Resurrection River and Salmon Creek, Seward, Alaska," prepared for the Kenai Peninsula Borough. USACE. (October 1993). "Assessment of Structural Flood -Control Measures on Alluvial Fans," prepared for FEMA by Hydrologic Engineering Center, Davis, California. US Geological Survey (February 2005). "Summary of Significant Floods in the United States, Puerto Rico, and the Virgin Islands, 1970 Through 1989." Water -Supply Paper 2502. US Geological Survey. (March 2004). "Floods on the Kenai Peninsula, Alaska, October and November 2002," Fact Sheet 2004-3023. SBCFSA Flood Hazard Mitigation Plan 70 May 2010 r:, �. �; 3 US Geological Survey. (December 2006). "October 2006 Flooding in the Seward -Prince William Sound Areas, Alaska," USGS Website, htta://ak.water. usgsgov. SBCFSA Flood Hazard Mitigation Plan 71 May 2010 1 t 12, 4 F.. APPENDICES SBCFSA Flood Hazard Mitigation Plan Seward/Bear-- .., Service Areg-- x �t I I �I ,jl F II I I � r 471 r` J. 1. P. i • t APPENDIX 2 Seward/Bear Creek Flood Service Area 2004 Appointed Board BOARD MEMBERS 2007 Elected Board Seat A* Blaine Bardarson Seat A* Loyd Welch/Randall Stauffer Seat B* Mark Beals Seat B* Dave Dieckgraeff Seat C* Kerry Martin Seat C* John Gage Seat D David Hayes, Chair Seat D Bill Williamson, Chair Seat E Tina McLean Seat E Tina McLean Seat F* David Squires Seat F* Steve Schafer, Vice Chair Seat G Peter Simon, Vice Chair Seat G Tom Gillespie 2005 Elected Board 2008 Elected Board Seat A* Randall Stauffer Seat A* Matt Hall (appointed) Seat B* Steve Schafer, Vice Chair Seat B* Dave Dieckgraeff Seat C* Timothy McDonald Seat C* Randall Stauffer, Vice Chair Seat D Bill Williamson Seat D Bill Williamson, Chair Seat E Jim McCracken, Chair Seat E Bob White Seat F* Claudia Neklason Seat F Steve Schafer Seat G Jess Sweatt Seat G Tom Gillespie 2006 Elected Board 2009 Elected Board Seat A* Loyd Welch Seat A* Matthew Hall Seat B* Randall Stauffer Seat B* Dave Dieckgraeff Seat C* Nathan Orr Seat C* Randall Stauffer -Vice Chair Seat D Bill Williamson Seat D Bill Williamson -Chair Seat E Jim McCracken, Chair Seat E Bob White Seat F* Steve Schafer, Vice Chair Seat F* Terry Federer Seat G Tina McLean Seat G Tom Gillespie 2010 Elected Board Seat A* Matthew Hall Seat B* Walter Sedlik Seat C* Randall Stauffer, Vice Chair Seat D Bill Williamson, Chair Seat E Terry Federer Seat F* Tena Morgan Seat G Bob White SBCFSA Flood Hazard Mitigation Plan May 2010 1 � 7 * Seats A, B, C, and F are required to be filled by residents of the City of Seward. ADMINISTRATIVE OFFICE CONTACT INFORMATION Administrative Assistant: Christina Stauffer, CFM Mailing Address PO Box 1554 Seward, AK 99664 Phone# (907) 224-3340 Fax# (907) 224-5197 sbefsa@arctic.net website: sewardbearcreekfloodservicearea.org Physical Address 302 Railway #123 Seward, AK 99664 SBCFSA May 2010 Flood Hazard Mitigation Plan APPENDIX 3 Seward/Bear Creek Flood Service Area AGENCY CONTACTS Alaska Railroad Corporation (website: www.alaskarailroad.com) Enaineerina Services Tom Brooks, P.E. Alaska Railroad Corporation PO Box 107500 Anchorage, AK 99510 (907)265-2320 brookst@akrr.com City of Seward (website: www.cityofseward.net) Seward Citv Manaaer Phillip Oates PO Box 167 Seward, AK 99664 (907)224-4047 poates@cityofseward.net Communitv Development Director Christy Terry PO Box 167 Seward, AK 99664 (907)224- 4020 cterrv(a citvofseward.net Seward Plannina & Zonin Sandie Roach, Chair PO Box 167 Seward, AK 99664 (907) 224-5066 backlash(@aci.net Public Works William Casey, Director PO Box 167 Seward, AK 99664 (907)224-4093 wcasey@cityofseward.net Plannina Department Donna Glenz PO Box 167 Seward AK 99664 (907)224-4065 dalenz(Mcitvofseward. net Environmental Protection Agency (website: www.gpa. ov) Aauatic Resources Unit Phil North, Aquatic Ecologist Watershed Coordinator 514 Funny River Road Soldotna, AK 99664 (907)260-4872 north.ohil(a)eoa.00v Federal Emergency Management Agency (website: www.fema. ov) Reaion 10 Mark Carey, Branch Chief Federal Regional Center SBCFSA Flood Hazard Mitigation Plan May 2010 P n 130 2280' Street Bothell, WA 98021 (425) 487-4600 mark.carey@dhs.gov Kachemak Heritage Land Trust (www.kachemaklandtrust or ) Barb Seaman, Executive Director PO Box 2400 Homer, AK 99603 (907) 235-5263 barb@kachemaklandtrust.org Kenai Peninsula Borough (website: www.borou4h.kenai.ak us) Mayor's Office Mayor Dave Carey 144 N. Binkley Street Soldotna, Alaska 99669 (907)714-2151 dcarey@borough.kenal.ak.us Kenai River Center Jane Gabler, Floodplain Administer 514 Funny River Road Soldotna, AK 99669 (907)260-4882 jgabler@borough.kenai.ak.us Road Service Area Doug Schoessler, Director 47140 E. Poppy Lane Soldotna, AK 99669 (907) 262-4427 gdavis@borough.kenai.ak.us Emergency Management James Baisden, Director 144 N Binkley Street Soldotna, AK 99669 (907) 262-4910 swaiden@borough.kenai.ak.us State of Alaska (website: www.state.ak.us) Department of Commerce. Community & Economic Development Taunnie Boothby, Planner Flood Insurance Program Coordinator 550 W. 7'h Ave, Suite 1640 Anchorage, AK 99501 (907)269-4567 Taunnie—boothby@commerce.stat.ak.us Alaska Homeland Security Mark Roberts, State Hazard Mitigation Officer PO Box 5750 Fort Richardson, AK 99505 (907)428-7016 mark. roberts@alaska.gov SBCFSA Flood Hazard Mitigation Plan May 2010 Department of Natural Resources Dick Mylius, Director Clark Cox, Natural Resource Manager Division of Mining, Land and Water Division of Mining, Land and Water 550 W. 7'" Avenue, Suite #1070 Southcentral Region Land Office Anchorage, Alaska 99501 550 W. Avenue, Suite 900C (907) 269-8600 Anchorage, Alaska 99501-3577 dick_mylius@dnr.state.ak.us Clark_Cox@dnr.state.ak.us Lee McKinley, Habitat Biologist Chris Nahorney, Natural Resource Spec. (Department of Fish and Game) Division of Mining, Land and Water 514 Funny River Road 550 W. -ah Avenue, Suite 900C Soldotna, AK 99669 Anchorage, Alaska 99501 (907)260-4882 (907)269-8560 lee mckinleya.dnr.stat.akus christina.nahomey@aiaska.gov Department of Transportation Gordon Keith, Regional Director 4111 Aviation Avenue Anchorage, AK 99519 (907) 269-0770 Gordon KeithOdotstate.ak.us US Army Corps of Engineers (website: www.usace.army.mil) Dave Casey, Field Office Manager 805 Frontage Road, Suite 2000 Kenai, AK 99611 (907)283-3519 Dave.c.casey@poa02.usace.army.mil SBCFSA Flood Hazard Mitigation Plan May 2010 1,3'1 APPENDIX 4 GLOSSARY 100-year Base Flood: Base flood means a flood having a 1 % chance of being equaled or exceeded in any given year. Alluvial fan: An area at the base of a valley where the slope flattens out, allowing the floodwater to decrease in speed and spread out, dropping sediment and rock over a fan -shaped area. Anadromous Stream: A waterway extending from the salt water to fresh water which provides a rearing habitat and is used by fish for spawning. Channel: Defined landforms that carry water. Development: Any man-made change to real estate including dredging and fill. FEMA: Federal Emergency Management Agency FIRM: Flood insurance rate map. Flash flood: A flood in hilly and mountainous areas that may come scant minutes after a heavy rain, one can also occur in urban areas where pavements and drainage improvements speed runoff to a stream. Flood: A general and temporary condition of partial or complete inundation of normally dry land areas. Flood hazard mitigation: All actions that can be taken to reduce property damage and the threat to life and public health from flooding. Floodplain: Any land area susceptible to being inundated by flood waters from any source. SBCFSA Flood Hazard Mitigation Plan May 2010 Floodway: The stream channel and that portion of the adjacent floodplain which must remain open to permit passage of the base flood. Hydrology: The science dealing with the waters of the earth; a flood discharge is developed by a hydrologic study. Ice jam: Flooding that occurs when warm weather and rain break up frozen rivers and the broken ice floats downriver until it is blocked by an obstruction, creating an ice dam that blocks the channel and causes flooding upstream. LiDAR: An acronym for Light Detection And Ranging (LiDAR) is a remote sensing technique that provides high resolution elevation data with a vertical accuracy not previously available for the Seward Bear Creek Service Area. LIDAR was used in the SBCFSA to map geomorphic features associated with floodplains and alluvial fans. High resolution LIDAR shows that floodplains and alluvial fans are geomorphically complex. LIDAR is an optical remote sensing technology that measures properties of scattered light to find range and/or other information of a distant target. The prevalent method to determine distance to an object or surface is to use laser pulses. Like the similar radar technology, which uses radio waves instead of light, the range to an object is determined by measuring the time delay between transmission of a pulse and detection of the reflected signal. LiDAR for geographic mapping of ground features. Mudslide: A condition where there is a river, flow or inundation of liquid mud down a hillside. Ordinance: The generic term for a law passed by a local government. Runoff: Rainfall and snowmelt that reaches a stream. Storm surge: Water that is pushed toward shore by persistent high wind and changes in air pressure. The level of a large body of water can rise by several feet. SBCFSA Flood Hazard Mitigation Plan May 2010 Surge -release flood: Debris build up, landslides or avalanches in narrow canyons can cause water to be artificially dammed during heavy rains causing water to be released in large amounts and at great velocity when the temporary dam gives way. Tsunami: A large wave caused by an underwater earthquake or volcano which can raise water levels as much as 15 feet. Watershed: An area that drains into a lake, stream or other body of water. SBCFSA Flood Hazard Mitigation Plan May 2010 134 Council Agenda Statement Meeting Date: July 26, 2010 Through: City Manager Phillip Oates From: Patricia Linville, Library Director Agenda Item: Resolution 2010- supporting the Seward Community Library Museum Project and authorizing submission of a Tier 2 Full Proposal to Rasmuson Foundation requesting not more than $1.5M and Acknowledging the Intent to Bond in an amount not to exceed $2.5M for the construction of the Seward Community Library Museum. BACKGROUND & JUSTIFICATION: The City of Seward and the Seward Community Library Building Committee, with the continued support of the Council, have been working to raise funds to build a new facility to house the library and the museum. Milestones in the project progress include City purchase of a designated site, completion of 35% design, hiring of project management, passing a local general obligation bond in October 2009 and an appropriation of $4.7M for construction from the State of Alaska on April 3, 2010. In November of 2009 the City of Seward submitted a Letter of Inquiry to Rasmuson Foundation. This letter is a prerequisite to submitting a full proposal for Rasmuson Foundation's Tier 2 Grant Program. The intent of the letter is to describe the proposed project sufficiently enough to enable the Foundation to decide whether they will accept a full proposal. On May 21, 2010 the City of Seward received an invitation to submit a full proposal. This proposal requires a resolution of support from Council and a description of the level of funding commitment from the community for the project. A work session with Council was held on June 29, 2010 to discuss funding options for the library museum project. The discussion materials are attached. City Administration was directed to bring to Council a resolution signifying its intent to issue general obligation bonds in an amount not to exceed $2.5 million for the purpose of planning, designing, constructing, and equipping the new library museum building. This bond will be subject to the identification of an appropriate source of revenue for bond repayment and subject to approval by the Alaska Municipal Bond Bank. The proposed funding plan includes $4.7M secured from the State of Alaska, $2.6M in grant applications and foundation awards (NEH, Rasmuson etc.), up to $2.5M in City of Seward General Obligation Bond funding, and $500,000 in capital campaign contributions totaling $10.3M. The request to Rasmuson will be for not more than $1.5M. City staff and a grant writer whose services have been secured through the Seward Community Library Museum Building Committee are working on compiling the full proposal. The deadline to submit the proposal is August 16, 2010 to be considered at the Foundation's November meeting. CONSISTENCY CHECKLIST: Where applicable, this resolution is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. FISCAL NOTE: The total estimated cost of the project is $10,297,560 as of June 29, 2010. As discussed in the June 29, 2010 library/museum work session with the City Council, the construction of a new library/museum with a City contribution toward capital of $2.5 million, results in an annual capital cost for bond repayment of approximately $216,000, plus additional annual operating and maintenance costs estimated at $261,000 over the current 2010 library budget, for a total increased annual cost of $477,000. To cover this entire cost with an increase in sales tax would require an additional 0.53 % sales tax increase year-round. To cover this entire cost with an increase in property tax would require an additional 1.59 mills of property tax (the current property tax mill rate is 3.12 mills). The administration will seek to cover the entire cost of this project through a secured revenue source in order to obtain capital financing for the project, and to ensure that this project does not adversely impact the City's existing programs and services. Approved by Finance Department: RECOMMENDATION: Council approve Resolution 2010- , authorizing the City Manager to submit a Tier 2 Full Proposal to Rasmuson Foundation requesting not more than $1.5M and acknowledging Council intent to bond not to exceed $2.5M for the construction of the Seward Community Library Museum. Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-068 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, SUPPORTING THE ROAD AND SIDEWALK PRIORITY LISTS THAT ARE TO BE FUNDED USING THE STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM AND FEDERAL EARMARK MONIES ADMINISTERED THROUGH ADOT&PF WHEREAS, the City of Seward currently has two earmarks with ADOT; and WHEREAS, the first earmark grants the City of Seward $2,000,000 in funding for road improvement and does not require a match from the City; and WHEREAS, the second earmark grants the City of Seward $2,700,000 in funding for road, sidewalk and drainage improvement and does require a match for the City; and WHEREAS, a draft list of priorities were presented to the city council on March 8, 2010 and modified to come up with a defined priority list for expending the available funding; and WHEREAS, the city council solicited public input on these priorities and have been provided copies of all comments; and WHEREAS, in order to obligate these funds, the City must provide a defined scope of work by no later than September 2010 or the funds may be reallocated; and WHEREAS, the attached priority lists define the roads and sidewalks in which the City wishes to expend the federal grant monies. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF SEWARD, ALASKA: Section 1. The City of Seward, City Council adopts the road and sidewalk priorities as attached that are to be funded using the Statewide Transportation Improvement Program and Federal Earmark monies. Section 2. The City of Seward City Council authorizes the City Manager to negotiate the priorities and costs with ADOT&PF to formulate a final scope of work. Section 3. This resolution shall take affect immediately upon its adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, and this 261' day of July 2010. J Council Agenda Statement Meeting Date: July 26, 2010 Through: Phillip Oates, City Manage From: William Casey, Public Works Agenda Item: Statewide Transportation Improvement Program BACKGROUND & JUSTIFICATION: The City of Seward currently has two federal earmarks for transportation improvement projects. The first earmark grants the city $2M strictly for road improvement projects. This earmark does not require a match from the city. The second earmark grants the city $2.7M for road, sidewalk and drainage improvement projects. This earmark does require a match of approximately $300Kfrom the city. A draft list ofpriorities for both earmarks was presented to council on March 8, 2010 and modified to come up with a defined priority list for expending the available funds. The city council solicited public comments on these priorities and have been provided with a copy of all of the public comments. The city council met to discuss the public feedback and the priority list was again modified. In order to obligate these funds, the City must provide a defined scope of work by no later than September 2010 or the funds maybe reallocated. The attached priority lists define the roads and sidewalks in which the City wishes to expend the federal grant monies. To secure these funds the City of Seward, City Council must adopt a final road and sidewalk priority list to submit to ADOT&PF. INTENT: The City of Seward, City Council adopts the road and sidewalk priorities as attached that are to be funded using the Statewide Transportation Improvement Program and Federal Earmark monies. The adopted list will be forwarded to ADOT&PF in order to secure two federal earmark for road and sidewalk repair and improvements. After ADOT&PF receives the adopted list, they will assign costs to the associated work and further work with the City to determine a feasible project and timeline: FISCAL NOTE: One of the available earmarks requires a match of approximately $300,000. Approved by Finance Department: 4 4tie� ATTORNEY REVIEW: Yes No X RECOMMENDATION: Council approves Resolution 2010- Adopting the road and sidewalk priorities as attached that are to be funded using the Statewide Transportation Improvement Program and Federal Earmark monies. Table 2 - City of Seward 2010 Road Improvement Projects by Priority Street Name From To Approximate Length First Avenue Adams Street A Street 2300 A Street First Avenue Third Avenue 650 Adams Street First Avenue Second Avenue 300 Birch Street Dimond Boulevard Alder Street 1500 Dora Way All All 1000 Phoenix Road Barwell Street Middle of Curve 1000 Bear Drive Swetmann Avenue Phoenix Road 300 Res. Blvd Alice Bear Drive Jesse Lee Drive/ Coolidge Seward Hwy Benson 1200 Benson Swetmann Avenue Jesse Lee Drive Sea Lion Seward Hwy Grade School Fifth Avenue Washington Street Jefferson Street 1350 Adams Street Third Avenue Fifth Avenue 650 Monroe Street Fifth Avenue Ballaine Boulevard 650 Sixth Avenue Jefferson Street Madison Street 650 Cedar Street Dimond Boulevard Ash Street 700 Marathon Swetmann Avenue Iron Drive C St. Third Avenue Fourth Avenue Washington Street Fourth Avenue Fifth Avenue 300 I.—& Ash Dimond Boulevard Cedar C Dimond Boulevard Sea Lion Hemlock Jefferson Street First Avenue Ballaine Boulevard Madison First Avenue Ballaine Boulevard Ash Cedar Oak 720 Oak Ash LTCF 1675 Lowell Point Rd Lowell Creek Bridge Fisheries B St. Third Avenue Fourth Avenue J. Dock Alley Alley Page 1 of 1 7/20/2010 rS� Table 1 - City of Seward 2010 Sidewalk Improvement Projects Sidewalks Name From Washington Street Between 4th and 5th north side Between 3rd and 4th Ave North Side 4th Avenue Adams to Railway (both sides) Curb and gutter from Kawabe Park to Sea Bean 5th Avenue Seward Hotel City Hall Handicap Ramps 4th and Washington 4th and Adams Railway Adams Street Swetmann Avenue Bank Across from City Hall Ray Building Railway Sea View south entrance East Railway Handicap curb cut north *Replace all strips of red brick with colored cement and stencil (Electric issues) *Considerations Street lighting Electric conduit Sidewalks Electrical vaults Water services Can we leave curb and gutter Page 1 of 1 Descriptions Approximate Length 154 720 feet each side 1440 10x300 10x226 Replace all 4 10x10 Replace 3 10x10 Replace west ramp 10x10 59x10 50x10 90x10 56 60 65 7/20/2010 Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-069 A RESOLUTION OF THE SEWARD CITY COUNCIL AUTHORIZING THE CITY MANAGER TO ENTER INTO AMENDMENT NUMBER TWO WITH RISE ALASKA, LLC (RISE) FOR PROFESSIONAL PROJECT MANAGEMENT SERVICES THROUGH 65% DESIGN FOR THE NEW CO -LOCATED LIBRARY MUSEUM FACILITY, APPROPRIATING ADDITIONAL FUNDING NOT -TO -EXCEED FORTY NINE THOUSAND FIVE HUNDRED DOLLARS ($49,500) AND ACCEPTING GRANT FUNDS TOTALING $4.7 MILLION FROM THE STATE OF ALASKA WHEREAS, in accordance with Seward City Code 6.10.310 the City of Seward submitted a request for proposals for professional project management services for the library museum project; and WHEREAS, RISE earned the most points with the request for proposal grading criteria approved by the Seward City Council and was awarded the professional services agreement to perform project management services through the Schematic Design phase with Resolution 2009-091; and WHEREAS, Council approved Resolution 2010-22 Amendment #1 with RISE Alaska to develop and issue a request for proposal to select a construction firm to act as consultant to the owner in the development and design phase; and WHEREAS, the State of Alaska awarded the Library/Museum Project $4.7 Million dollars in the State's Capital budget; and WHEREAS, the project can now move forward through Design Development (65% Design) with RISE providing Project Management Services with Amendment #2 for an amount not to exceed forty five thousand dollars ($45,000) to include museum visioning and design, design proposal review, meeting facilitation, meeting documentation, alternate building system review, and other services as outlined in their original proposal and contract; and WHEREAS, an additional 10% contingency is being included in this Amendment #2 for a total amount not to exceed forty nine thousand five hundred dollars ($49,500); and WHEREAS, the current total contract amount with RISE is one hundred twelve thousand three hundred and ten dollars ($112,310), including contingency; and WHEREAS, further Project Management Services for Construction Documents (100% Design) and Construction Management will come before the Council for contract approval and fund appropriations. 4 CITY OF SEWARD, ALASKA Resolution 2010-069 Page 2 of 2 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA that: Section 1. The City Manager is authorized to accept grant funds totaling $4.7million from the State of Alaska to the Library/Museum Fund account no. 626-626x-4680-0200. Section 2. The City Manager is authorized to enter into Amendment #2 with RISE Alaska, LLC in substantial form as attached hereto to provide project management services through design development for a cost not -to -exceed forty nine thousand five hundred dollars ($49,500), including the 10% contingency, and appropriates funds from the Library/Museum Fund account no. 626-626x-4680-0200 to contracted services account no. 626-626X-5390. Section 3. This resolution shall take effect immediately upon its adoption. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 26th day of July, 2010. THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor AYES: NOES: ABSENT: ABSTAIN: VACANT: ATTEST: Jean Lewis City Clerk, CMC (City Seal) Council Agenda Statement Meeting Date: July 28, 2010 Through: City Manager Phillip Oates'' From: Community Development Director Christy Terry Agenda Item: Authorizing the City Manager to enter into Amendment Number Two with RISE Alaska, LLC for professional Project Management Services through 65 % Design for the new co -located Library Museum Facility, appropriating additional funding not -to -exceed $49,500 and accepting grant funds totaling $4.7 Million from the State of Alaska. BACKGROUND & JUSTIFICATION: Since 2003, the City of Seward, Seward Community Library Association and the Resurrection Bay Historical Society have been planning to co -locate the Community Library and the Seward Museum to a new facility. Co -location will create efficiencies of service and space as well as providing the amount of space needed to meet the existing and future needs of these organizations. On August 17, 2009 a request for proposals was issued soliciting for project management services. The project management services include assistance in selecting a design team, negotiating the design contract and overseeing the design team's work during the schematic design phase. Three proposals were submitted by the deadline, were judged responsive and reviewed by the selection team. RISE Alaska, LLC obtained the highest points and a contract was approved with Resolution 2009-091. Council also approved Resolution 2010-22 Amendment #1 with RISE Alaska to develop and issue a request for proposal to select a construction firm to act as consultant to the owner in the development and design phase as part of the CM/GC project implementation. This rfp continues to be developed with city staff and a rough draft has been reviewed by the Project Executive Committee. The Library/Museum Project was awarded $4.7 Million dollars in the State's Capital budget and this funding allows the project to move forward with the necessary design development phases. RISE has submitted a proposal to continue as the Project Manager through Design Development (65% Design) with Amendment #2 for an amount not to exceed $45,000. Their proposed services include museum design, design proposal review, meeting facilitation, meeting documentation, alternate building system review, and other services as outlined in their original proposal and contract. RISE Alaska's proposal was reviewed and approved by the Project Executive Committee per the Memorandum of Agreement between the City of Seward and the Seward Community Library Museum Building Committee. Further Project Management Services for Construction Documents (100% Design) and Construction Management will return to the PEC for recommendation and to Council for contract approval and fund appropriations. INTENT: Accept grant funds totaling $4.7 million from the State ofAlaska to the Library/Museum Fund. Approve a contract with RISE ALASKA, LLC for Design Development (65%Design) Project Management Services in the amount of $49,500, including a 10% contingency, and obtain Council approval for the transfer of funds. 1.43 CONSISTENCY CHECKLIST: Where applicable, this resolution is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. FISCAL NOTE: This action accepts grant funds from the State of Alaska in the amount of $4.7 Million dollars to build the new Seward Library Museum. This action also proposes to begin utilizing these funds for the purpose of facility planning and design project management through Design Development. This action appropriates $49,500 for the contract with RISE Alaska, LLC. Prior to this stage of the project, contract funds were transferred to the City from the Seward Community Library Museum Building Committee. Approved by Finance Department:&4z4-&:) ATTORNEY REVIEW: No. RECOMMENDATION: Approve Resolution 2010-& , authorizing the City Manager to enter into Amendment Number Two with RISE Alaska, LLC for professional Project Management Services through 65% Design for the new co -located Library Museum Facility, appropriating additional funding not -to -exceed $49,500 and accepting grant funds totaling $4.7 Million from the State of Alaska. 1- 4 4 ALASKA July 6, 2010 Christy Terry Community Development Director City of Seward P.O. Box 167 Seward, Alaska 99664 RE: Amendment #2 to Contract C09-091 Seward Community Library Museum Project Management Services Dear Ms. Terry, Thank you for the opportunity to submit a fee proposal to extend RISE Alaska's contract for Project Management Services through the Design Development phase of the Seward Community Library Museum Project. The attached amendment outlines a (Jot -to -Exceed fee of $45,000 that would increase the total contract amount to $107,810. The scope of services includes the management of the Design Development process for four months, design fee proposal review, meeting facilitation, meeting documentation, alternate building system review and other services as outlined in our original agreement. Kent Crandall will be the lead Project Manager and will continue to be the City of Seward's point -of -contact. He will be supported by Judi Andrijanoff who will develop monthly progress reports for City distribution to stakeholders, funders and project team. Per our discussion, we have also included a lump sum fee of $10,000 for Sarah Barton to facilitate museum design, beginning with attendance at the August Design Development meetings, a preliminary planning session with Patty Linville and Shannon Kovac, a vision session with extended museum visioning team in early fall, and delivery of a Museum Exhibition Vision Report including Next Steps. We look forward to continuing to work with you and the City of Seward on the development of this important community project. If this is aligned with our conversation and what is needed, indicate your concurrence by signing below, retain a copy for your files and return the original to me. Sincerely, Roe Sturgulewski President RISE Alaska, LLC CONCUR Christy Terry Date Community Development Director RISE ALASKA LLC & 880 H S FREET, SiiITE 101 S ANCHORAGE. ALASKA. 99501 *PH ONE 907.276.8095 *FAX 907.276.8609 O WWW.RISEALASKA.001A 145 5CLM PM Fee Estimate (65%) Project Management 4 month schedule Billing Rate Estimated Name ($/HR) Hours Total Labor Kent Crandall $150 190 $28,500 Judi Andrijanoff $95 20 $1,900 Tech Support $50 60 $3,000 Total labor hours : 270 $33,400 Reimbursable Expenses (4 trips estimated: Travel, lodging and printing): $1,600 Museum Exhibit Visioning Effort $10,000 Total Cost Estimate (labor plus expenses): $45,000 Outaf packet expenses will be reimbursed of cast with a 10% markup Ili, 6 Sponsored by: Oates CITY OF SEWARD, ALASKA RESOLUTION 2010-070 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA SUPPORTINGTHE SEWARD COMMUNITY LIBRARY MUSEUM PROJECT, AUTHORIZING THE CITY MANAGER TO SUBMIT A TIER 2 FULL PROPOSAL TO RASMUSON FOUNDATION REQUESTING NOT MORE THAN $1.5M, AND ACKNOWLEDGING THE INTENT TO BOND IN AN AMOUNT NOT TO EXCEED $2.5M FOR THE CONSTRUCTION OF THE SEWARD COMMUNITY LIBRARY MUSEUM WHEREAS, the City of Seward and the Seward Community Library Building Committee, with continued support of the Council, have been working to raise funds to build a new facility to house the library and the museum; and WHEREAS, on May 21, 2010 the City of Seward received an invitation from Rasmuson Foundation to submit a full proposal; and WHEREAS, in November of 2009 the City of Seward submitted a Letter of Inquiry to Rasmuson Foundation, a prerequisite to submitting a full proposal for Rasmuson Foundation's Tier 2 Grant Program; and WHEREAS, on May 21, 2010 the City of Seward received an invitation to submit a full proposal; and WHEREAS, the proposed funding plan includes $4.7M secured from the State of Alaska, $2.6M in grant applications and foundation awards (NEH, Rasmuson etc.), up to $2.5M in City of Seward General Obligation Bond funding, and $500,000 in capital campaign contributions totaling $10.3M; and WHEREAS, the proposal requires a resolution of support from Council and a description of the level of funding commitment from the community for the project; and WHEREAS, the Seward City Council desires to signify its intent to issue general obligation bonds in an amount not to exceed $2.5 million for the purpose of planning, designing, constructing, and equipping a new library/museum building, subject to identification of an appropriate source of revenue for bond repayment, and subject to approval by the Alaska Municipal Bond Bank; and WHEREAS, the request to Rasmuson will be for not more than $1.5M; and 147 CITY OF SEWARD, ALASKA RESOLUTION 2010-070 WHEREAS, city staff and a grant writer whose services have been secured through the Seward Community Library Museum Building Committee are working on compiling the full proposal; and WHEREAS, the deadline to submit the proposal is August 16, 2010 to be considered at the Foundation's November meeting. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, that: Section 1. The City Manager is authorized to submit a Tier I Rasmuson Foundation request for not more than $1.5M. Section 2. The Seward City Council desires to signify its intent to issue general obligation bonds in an amount not to exceed $2.5 million for the purpose of planning, designing, constructing, and equipping a new library/museum building. Section 3. Bond issuance is subject to identification of an appropriate source of revenue for bond repayment, and subject to approval by the Alaska Municipal Bond Bank, Section 4. This resolution to take effect immediately. PASSED AND APPROVED by the City Council of the City of Seward, Alaska, this 26`h day of July, 2010. AYES: NOES: ABSENT: ABSTAIN: THE CITY OF SEWARD, ALASKA Willard E. Dunham, Mayor r� `1. 4 25 Council Agenda Statement Meeting Date: July 26, 2010 Through: City Manager Phillip Oates,/� From: Patricia Linville, Library Director Agenda Item: Resolution 2010- ()1'() supporting the Seward Community Library Museum Project and authorizing submission of a Tier 2 Full Proposal to Rasmuson Foundation requesting not more than $1.5M and Acknowledging the Intent to Bond in an amount not to exceed $2.5M for the construction of the Seward Community Library Museum. BACKGROUND & JUSTIFICATION: The City of Seward and the Seward Community Library Building Committee, with the continued support of the Council, have been working to raise funds to build a new facility to house the library and the museum. Milestones in the project progress include City purchase of a designated site, completion of 35% design, hiring of project management, passing a local general obligation bond in October 2009 and an appropriation of $4.7M for construction from the State of Alaska on April 3, 2010. In November of 2009 the City of Seward submitted a Letter of Inquiry to Rasmuson Foundation. This letter is a prerequisite to submitting a full proposal for Rasmuson Foundation's Tier 2 Grant Program. The intent of the letter is to describe the proposed project sufficiently enough to enable the Foundation to decide whether they will accept a full proposal. On May 21, 2010 the City of Seward received an invitation to submit a full proposal. This proposal requires a resolution of support from Council and a description of the level of funding commitment from the community for the project. A work session with Council was held on June 29, 2010 to discuss funding options for the library museum project. The discussion materials are attached. City Administration was directed to bring to Council a resolution signifying its intent to issue general obligation bonds in an amount not to exceed $2.5 million for the purpose of planning, designing, constructing, and equipping the new library museum building. This bond will be subject to the identification of an appropriate source of revenue for bond repayment and subject to approval by the Alaska Municipal Bond Bank. The proposed funding plan includes $4.7M secured from the State of Alaska, $2.6M in grant applications and foundation awards (NEH, Rasmuson etc.), up to $2.5M in City of Seward General Obligation Bond funding, and $500,000 in capital campaign contributions totaling $10.3M. The request to Rasmuson will be for not more than $1.5M. 149 City staff and a grant writer whose services have been secured through the Seward Community Library Museum Building Committee are working on compiling the full proposal. The deadline to submit the proposal is August 16, 2010 to be considered at the Foundation's November meeting. CONSISTENCY CHECKLIST• Where applicable, this resolution is consistent with the Seward City Code, Charter, Comprehensive Plans, Land Use Plans, Strategic Plan and City Council Rules of Procedures. FISCAL NOTE: The total estimated cost of the project is $10,297,560 as of June 29, 2010. As discussed in the June 29, 2010 library/museum work session with the City Council, the construction of a new library/museum with a City contribution toward capital of $2.5 million, results in an annual capital cost for bond repayment of approximately $216,000, plus additional annual operating and maintenance costs estimated at $261,000 over the current 2010 library budget, for a total increased annual cost of $477,000. To cover this entire cost with an increase in sales tax would require an additional 0.53% sales tax increase year-round. To cover this entire cost with an increase in property tax would require an additional 1.59 mills of property tax (the current property tax null rate is 3.12 mills). The administration will seek to cover the entire cost ofthis project through a secured revenue source in order to obtain capital financing for the project, and to ensure that this project does not adversely impact the City's existing programs and services. Approved by Finance Department: RECOMMENDATION: Council approve Resolution 2010- 011 , authorizing the City Manager to submit a Tier 2 Full Proposal to Rasmuson Foundation requesting not more than $1.5M and acknowledging Council intent to bond not to exceed $2.5M for the construction of the Seward Community Library Museum. 15 0 Council Work Session Library Museum Funding Options and Museum Management The materials enclosed are intended to give background to aide discussion and frame ideas proposed at the work session. 6/29/2010 Library Museum Council Work Session Funding Options Museum Management June 29, 2010 Discussion and Council Guidance on the following questions: The voters passed a General Obligation Bond last year to build a new library museum. They rejected an advisory vote to increase the sales tax by 0.5% to repay the bond. Administration is asking for Council guidance on the following: 1. What revenue source will be used to repay the bond? 2. Will that revenue source be used to pay the on -going operation and maintenance costs of the library museum? 3. Will we need to go back to the voters? 4. Do we have a fall back plan should the City not qualify to issue a bond? Also sought is Council direction to draft a resolution for Administration to create a plan of transfer of the Seward Museum to the City of Seward for the Council to consider.(A Separate discussion guide is attached.) Background for funding discussion: What is the funding plan and progress of the library museum? Source Amount Progress State of Alaska $4.7m Secured Raised thus far, city, in -kind, land and cash $1.2m Secured and partially expended on project development NEH $.6m Application submitted/November award date Foundations including Rasmuson $2.0m Have invitation from Rasmuson, others are requesting LOI's as result of Rasmuson and State Funding news. Total $8.5m Total Project Costs $10M Without alternatives: basement, clerestory, offsite development, i.e., street parking, sidewalks, etc. Possible Bond Total $1.5-3M Depending on grants received, capital campaign and whether or not the design alternatives are included What is the total of City GO Bond? Are there other costs associated with the bond? • The bond is for up to $5M. Costs to issue are determined at time of issue. Please see attached financial fact sheet. What are the options for a revenue stream to repay the Bond? • Sales Tax • Seasonal Sales Tax • Property Tax • Others? Will the revenue stream identified to repay the bond be used to cover increased operation and maintenance of the new facility into the future? 15J2 • 2010 Library Budget is $399,363. Estimated 2013 budget for library museum is $660,191. An increase of $260,820 (Please see library budget comparison and financial data sheet for detail.) What are options for increased revenue to cover the increased O/M costs for the library museum? • Increased grant opportunities for grants and special project funding (see back of page for details from business plan) • Dedicated Sales tax • Cruise Ship Head Tax • Others? Excerpt from SCLM Business Plan page 49. Grant funding for Library Museum programs and services (Appendix VII) Alaska Cultural Resources estimates that the Museum is likely to receive up to $12,000 in grant awards annually to purchase furniture and equipment, to offer some programming, and to do conservation work on the collection. According to Myren and Stern Consultants, additional grant funds may be available for special Library Museum programs. The following chart shows anticipated funding for special projects and services based on past experience and probability of funding of co -located facility. Seward Community Library Assoc. $6,000 $7,000 $8,000 $9,000 Resurrection Bay Historical Society $1,000 $1,000 $1,000 $1,000 Rasmuson Foundation Tier 1 $25,000 $25,000 $25,000 $25,000 Corporate Funding $2,000 $2,500 $2,500 $3,000 Federal Grants - IMLS, NEH, etc. $0 $0 $40,000 $40,000 State Grants - Museum Grants -in -Aid and Inter Library Cooperation $15,000 $15,000 $15,000 $15,000 SCLM Foundation $0 $0 $0 $10,000 Total anticipated funding received by Library Museum for special projects and services $49,000 $50,500 $93,513 $103,000 Excerpted from SCLM Business Plan page 40. The following chart shows sources and amounts of non -city revenue that can be used for annual costs of ongoing services and programs. Erate $3,345 $3,345 $3,345 $3,345 Public Library Assistance Grant $6,200 $6,200 $6,200 $6,200 Continuing Education Grant $1,200 $1,200 $1,200 $1,200 Admissions* $9,032 $26,500 $27,800 $29,900 Product sales* $3,149 $7,000 $8,000 $9,000 Miscellaneous museum income* (copies, photo use, programs, etc) $991 $500 $600 $600 Artist sales* $0 $200 $300 $400 Classes & workshops* $0 $2,500 $2,600 $2,700 Passport services (2008 service) $0 $3,500 $3,500 $3,500 Total non -City funding for ongoing services $23,917 $50,945 $53,545 $56,845 15,3 What can Seward expect in operation and maintenance costs for the Library Museum? Below isacomparison ofthe latest budget information available for library andmuseumsnfcummunitiesthataneohniLartoSevvani | have combined their budget totals for the sake of comparison even when the two institutions operate separately. | have extracted proposed costs from the Business Plan atthe bottom. City Population Registered Budget Year Total budget Personnel Operating FTE Comments Library state funding 2011. Library and Museum jb (Info Services A. u ii far the City of Av Library/Museum Project - Funding Alternatives Annual Oaeratine Costs: 2013 Projected Library/Museum costs per Business Plan 505517 Plus additional personnel costs understimated 63924 Plus utilities, heating, janitorial costs 90750 Plus maintenance and repair 0 Estimated annual operating costs $ 660,191 2010 Library budget $ 399,363 Estimated additional annual operating costs $ 260,828 Annual Capital Costs: F enario: $1.5M, 20 yrs, 6% $ 129,787enario: $2.5M, 20 yrs, 6% $ 216,312enario: $5M, 20 s, 6% $ 432,624 Estimated Total additional annual costs (operating & capital): New operating costs plus $1.5M bond $ 390,615 New operating costs plus $2.5M bond $ 477,140 New operating costs plus $5M bond $ 61 3,452 Mill Sales Tax Equivalent (a) Equivalent (b) 0.95 0.29 0.43 0.14 0.72 0.24 1.44 0.48 1.30 1.59 2.31 Potential Revenue Sources: Property tax - 1 mill property tax ($200/yr. per $200K home) 300,000 1.00 Sales tax - 1.0% $ 900,000 3.00 (a) Mill equivalent reflects how much the mill rate would need to increase to cover these costs. One mill equates to $200 per year on a home valued at $200,000. 1.59 mills (for example), equates to $318 per year on a home valued at $200,000. (b) Sales tax equivalent reflects how much of a percent the sales tax rate would need to increase to cover these costs. For example, to cover the $477,140 additional annual operating & capital costs resulting from a $2.5M bond, the sales tax rate would need to increase by 0.53%. 0.43 0.53 0.77 0.33 1.00 ASMvsoU 1�O U NCI)\T.1 ON. 301 W. Northern Lights Blvd. May 21, 2010 Mr. Phillip Oates City Manager City of Seward - Seward Community Library P.O. Box 2389 Seward, AK 99664 Suite 400 Anchorage, AK 99503 Dear es: 907.297.2700 tel Thank you for your letter of inquiry regarding construction of a multi -use 907.297.2770 fax facility for the library and museum. I am pleased to inform you that the 877,366.2700 toll -free irr Alaska Rasmuson Foundation is interested in further considering your project rasmusonfdn@rasmuson.org email and invites you to submit a full Tier 2 proposal. www.rasmuson.org Please submit your proposal -when project plans -are far enough along to make a competitive application. To be considered at the November 2010 board meeting, the full proposal needs to be received by Monday, August 16, 2010. BOARD of DIRECTORS Edward B. Rasmuson Chairman Morgan Christen Jeff Cook Douglas Eby Adam Gibbons Lile R. Gibbons Anthony Mallott Roberta Quintavell Cathryn Rasmuson Judy Rasmuson Mary Louise Rasmuson Natasha von Imhof PRESIDENT Diane Kaplan 1f more than 12 months elapse and the full proposal is not yet ready to be submitted, this invitation will automatically be withdrawn. A new letter of inquiry would need to be submitted in order to start the project review process again. In preparing your proposal, please submit a fully itemized project budget, detailing whether funding is secured or pending. Please be aware that the commitment of substantial local contributions to the project will be a major factor in determining whether the Rasmuson Foundation will participate in the project. In the proposal, please indicate whether local financial support has been committed or secured. Please note that a determination of interest does not guarantee that you will be awarded a grant. We encourage you to continue to seek other funding to ensure you have adequate resources to accomplish your project. Once your proposal has been received, it will be scheduled for board review. RF request ID number 5323 .JU 0 If you have questions regarding the application process, please do not hesitate to contact Jayson Smart at (907) 297-2882 or e-mail jsmart@rasmuson.org. We look forward to learning more about your project. rely, LU5�aneKaplan President cc: Patricia Linville, Library Director RF request ID number 5323 CONSTRUCTION COST ESTIMATE MAXIMUM ALLOWABLE CONSTRUCTION COST (MACC) $ 7,200,000 DESIGN FEES AND CONSTRUCTION PHASE SERVICES 12% 864,000 35% DESIGN 65% DESIGN 950/o/100% DESIGN CONSTRUCTION PROFESSIONAL SERVICES PROJECT MANAGEMENT 4% 288,000 PLAN REVIEW / PERMITS / SPECIAL INSPECTION 50,000 GEOTECH 40,000 OTHER PROJECT COSTS SITE ACQUISITON - SITE PREPARATION (DEMOLITION) - CONSTRUCTION CONTRACTOR (CMGC) DESIGN PHASE SERVICES 50,000 REIMBURSABLE EXPENSES (TRAVEL, DOCUMENT REPRODUCTION, SUPPLIES) 45,000 FURNITURE, FIXTURES, & EQUIPMENT (FF&E) 220,000 EXHIBITS (DESIGN AND CONSTRUCTION) 500,000 ADMINISTRATIVE COSTS - SUBTOTAL 9,257,000 PROJECT CONTINGENCY 8% 740,560 TOTAL PROJECT COST ESTIMATE: rh 9,997,560 Minus 35% design costs (completed) Minus Geotech (Contracted at $10000 6/28/2010) Landscaping Utilities Sidewalk Bond issue costs Administrative costs (may not be charged directly but should be noted) City Admin revised estimate as of 6/29/2010 -170000 -30000 50000 125000 75000 150000 100000 $ 10,297,560 Memorandum Date: July 26, 2010 To: Seward City Council Members From: Mayor Dunham, & Jean Lewis, City Cie Subj: Remaining travel budget for 2010 and plans If $4,000 were set aside from the travel fund for costs for council members to attend the Newly Elected Officials program in Juneau, there is about $1,400 remaining in that fund for all other travel. Another source to assist with any overages could come from the Contingency fund which has $6,000 left in it, even with $5,000 reserved for WADA costs for September. —City Clerk Mayor foreseen travel plans for the remainder of 2010 are: o July 21 Resource Development Council (RDC) in Anchorage for the annual luncheon meeting, re: Our New Energy Reality: Challenges and Opportunities. With guest Lisa Murkowski. o July 29 Invited reception for Calista Corp in Anchorage. o Aug 17-20 AML Ak Conference of Mayor Summer in Kodiak o October Japan for WADA o November AML Other possibilities are: o Possibility of three meetings with the Kenai Peninsula Mayors Conference o EDD Port Development Plan between Seward, Kenai and Homer o After a meeting with Bruce Carr of ARR, working on a future idea of a southcentral port development vanning station for Seward and Northwest passage traffic. o Annual RDC exporter of the year awards. o Possibly travel in -state to meet with Congressional Delegation o Expect to meet with UAF and the Dean of Fisheries on RN Sikuliaq needs. Fairbanks? I have also been invited to contact the Murdock Foundation for a visit when traveling in the Northwest area, which is no small honor. They are out of Vancouver. Also involved with many other items that could help build our city and help our bottom line as well. I am blessed in the sense that I am retired and have the time to dedicate to being an advocate for Seward, and enjoy being able to have the time and contacts from many years work. --Mayor Dunham tJ J Travel Subsistance Prepared by Nanci Richey 7/21/2010 Page 1 2010 BUDGET ACCT. NAME ACCT # TOTAL BUDGET Travel/Subsistence 101-1110-5140 $17,000.00 DATE Brief Description Amt. Deducted Amt. Remaing $17,000.00 01/06/10 Dunham/Breeze Inn/Obihiro Mtg. $36.17 $16,963.83 O1113110 Christos/Qutecak Luncheon $193.05 $16,770.78 O1/13/10 Dunham/EDD Mtg/Kenai $310.00 $16,460.78 01/21/10 AK Air/Reservation Change $263.40 $16,197.38 01/30/10 Bardarson/Jun-DC-Green Bay $2,439.93 $13,757.45 O1/30/10 Dunham/Jun-DC-Green Bay $2,909.33 $10,848.12 02/26/10 Soda & Supplies $44.97 $10,803.15 03/08/10 Dunham/Anc/Wada Reception $130.00 $10,673.15 03/10/10 Dunham/Soldotna/UAA Reception $100.00 $10,573.15 03/19/10 Safeway/water and soda $47.92 $10,525.23 03/22/10 Dunham/Seattle/Cruise Ship Mtgs. $1,989.12 $39.32 $8,536.11 $8,496.79 04/27/10 Breeze Inn/Hotel Owners Lunch Dunham/Kodiak/AML/ACoM Dunham/Soldotna/Mayor Mtg Dunham/Nome/Wada/Canceled Safeway/CC Work Session Dinner 04/28/10 $1,350.00 $7,146.79 Pending 05/10/10 $100.00 $7,046.79 05/14/10 $75.00 $6,971.79 05/24/10 $74.30 $565.01 $6,897.49 $6,332.48 06/04/10 Dunham/Nome/Wada Safeway/food for worksession Safeway/soda, ws supplies _ Dunham/Anc/RDC Luncheon Chinook's /Mayor & Shell Group Safeway/CC WS _ Dunham/Luncheon/Begich/Soldotna Dunham_/Anc/Calista Reception Dunham/WTC/Luncheon/9/18 06/17/10 $20.65 $6,311.83 06/21/10 $72.71 $6,239.12 06/28/10 $180.00 $6,059.12 Pending 06/24/10 $101.42 $5,957.70 06/28/10 $54.50 $5,903.20 07/06/10 $110.00 $5,793.20 07/07/10 $130.00 $ 07/16/10 $180.00 $5,483.20 Pending 60 �ingency 7/21/2010 Prepared by Nanci Richey 2010 BUDGET ACCOUNT NAME ACCOUNT # TOTAL BUDGET Contingency 101-1110-5690 $15,000.00 DATE BRIEF DESCRIPTION AMOUNT DEDUCTED AMT. REMAINING $1,200.00 $15,000.00 $13,800.00 01/08/10 Pat Williams Sign 03/22/10 Mayors Cup Donation $100.00 $13,700.00 04/02/10 Wada Marathoners Tour $5,000.00 $8,700.00 ,Silver Salmon Derby $2,500.00 6 Mayors Cup Donation/Refund $100.00 6,300.00 CITY OF SEWARD Budgeted Summary Revenue and Expense/Expenditure by Fund For the Month Ending May 31, 2010 (Through May, 41.7% of the year has expired) Throw h May Annual 2009 2010 Actual Variance YTD Budget Budget Variance Annual Budget % of Revenue Budget General Fund Small Boat Harbor Enterprise Fund $ $ 1,963,328 1,132,799 $ 1,964,796 $ 1,125,793 $ 1,468 $ 3,887,861 $ (1, $ 21.1% Parking Enterprise Fund $ 32,663 $ 39,092 $ $ (7,006) $ 1,206,994 $ (81,201) (81,201) $ 2,896,786 2,896,786 38.9% S.M.I.C. Enterprise Fund Electric $ 359,305 $ 336,957 $ 6,429 $ (22,348) $ 68,104 335,789 $ $ (29,012) $ 163,450 23.9% Fund Water Enterprise Fund $ $ 4,170,600 384,255 $ 3,710,862 $ (459,738) $ 4,958,420 $ 1,168 (1,247,558) $ $ 805,893 11,900,208 41.8% 31.2% Wastewater Enterprise Fund $ 396,840 $ 387,698 $ 416,177 $ $ 3,443 $ 19,337 455,315 $ (,17) $ 1,0,5 35.5% $ 436,094 $ (19,917) $ 1,046,62 5 39.8% Expenses General Fund General Government Mayor and Council General Fund Legal $ 143,718 30,158 $ 173,305 $ 29,587 $ 135,469 $ (31,061) $ ° City Manager 402,354 61,856 399,266 31,698 $ (3,088) $ 62,917 446,403 151,000 41.0%° City Clerk Finance Administration 92,367 93,107 740 $ 106,846 47,137 13,739 1,071,366 256,431 37.3% 36.3% General Services 259,002 27,551 266,885 17,660 7,883 $ 279,945 13,060 671,868 39.7% Contributions Total 180,591 143,501 (9,891) $ (37,090) $ 35,792 99,584 18,132 (43 917) 85,900 239 20.6% General Government $ 1,135,741 $ 1,155,580 19,839 $ 1,166,955 11,375 $ 002 2,800,693 60 0% Public Safety 41.3% Police Department Fire Department 938,314 967,041 28,727 $ 993,512 26,471 2,384,429 40.6% Engineering & Construction 230,650 16,330 240,451 9,801 $ 260,816 20,365 625,959 38.4% Building Inspection Total Public Safety $ 37,889 1,223,183 - 46,062 (16,330) 8,173 $ 49,637 3,575 119,129 38.77%° $ 1,253,554 $ 30,371 $ 1,303,965 50,411 $ 3,129,517 40.1% Public Works Roads and Streets City Shop 365,477 330,065 (35,412) $ 351,184 21,119 842,842 39.2% Municipal Building 145,246 103,223 202,146 111,186 56,900 $ 7,963 $ 156,350 (45,796) 375,241 53.9% Total Public Works $ 613,946 $ 643,397 $ 29,451 $ 122,976 630,511 11,790 (12,886) 295.143 37.7% $ 1,513,226 42.5% Parks & Recreation Library $ 399,019 $ 399,489 $ 470 $ 492,668 $ 93,179 $ 1,182,403 33.8% Debt Service $ $ 156,470 243,586 $ 154,992 $ 247,448 $ $ (1,478) $ 3,862 166,401 $ 11,409 $ 399,363 38.8% $ 328,272 $ 80,824 $ 787,852 31.4% Total General Fund $ 3,771,945 $ 3,854,460 $ 82,515 $ 4,088,773 $ 234,313 $ 9,813,054 39.3% Small Boat Harbor Enterprise Fund Parking Enterprise Fund $ 1,623,402 $ 1,572,603 $ (50,799) $ 1,587,261 $ 14,658 $ 3,809,426 41.3% S.M.I.C. Enterprise Fund $ $ 30,203 410,614 $ 64,765 $ 385,367 $ $ 34,562 $ (25,247) $ 199,598 422,183 $ 134,833 $ 479,036 13.5% Electric Fund $ 4,680,692 $ 4,264,081 $ (416,611) $ 4,802,403 $ $ 36,816 538,322 $ $ 11,525,767 1,013,239 38.0% 37.0% Water Enterprise Fund Wastewater Enterprise Fund $ $ 317,947 349,932 $ 321,322 $ 438,538 $ 3,375 $ 642,057 $ 320,735 $ 1,540,936 20.9% $ 88,606 $ 464,550 $ 26,012 $ 1,114,920 39.3% As of 7/20/10 6/16/2010 Run Date - 6/16/10 @ 11:11 AM Providence Health & Services 110 - MGD - PROV SEWARD MED CTR Detail Statement of Operations (in Thousands) Reported as of May 2010 % Variance % Variance Last Year % Variance Actual MTD Budget MTD MTD Actual YTD Budget YTD YTD Actual YTD YTD Gross Service Revenues: 145 111 30.6% Acute Care -Inpatient 876 539 62.5% 545 60.7% 446 546 (18.3%) Acute Care -Outpatient 2,339 2,625 (10.9%) 2,432 (3.8%) 125 127 (1.6%) Primary Care 619 661 (6A%) 564 9.8% 789 832 (5.2%) Long-term Care 3,862 3,989 (3.2%) 2,578 49.8% - Homecare & Hospice (9) - Housing & Assist. Living - 1,505 1,616 (6.9%) Total Gross Service Revenues 7,696 7,814 (1.5%) 6,110 26.0% Revenue Deductions: 67 17 (294.1 %) Charity Care 141 83 (69.9%) 78 (80.8%) Medicaid Charity - 115 120 4.2% Medicare & Medicaid 457 575 20.5% 742 38.4% 4 4 Negotiated Contracts 21 21 - 49 57.1 % 45 364 87.6% Other 170 1,810 90.6% 339 49.9% 231 506 54.3% Total Deductions 789 2,489 68.3% 1,208 34.7% 1,274 1,111 14.7% Net Service Revenue 6,907 5,325 29.7% 4,902 40.9% Premium Revenue Rental and Education Revenue 18 8 125.0% Other Operating Revenue 164 39 320.5% 26 530.8% 1,292 1,119 15.5% Total Net Operating Revenues 7,071 5,364 31.8% 4,928 43.5% Expenses from Operations: Purchased and Healthcare Expenses Other Expenses from Operations: 725 640 (13.3%) Salaries & Wages 3,394 3,110 (9.1 %) 2,945 (15.2%) 217 186 (16.7%) Employee Benefits 1,009 931 (8.4%) 851 (18.6%) 8 4 (100.0%) Professional Fees 28 21 (33.3%) 19 (47.4%) 62 67 7.5% Supplies 382 332 (15.1 %) 312 (22.4%) 150 211 28.9% Purchased Service 802 1,055 24.0% 809 0.9% 2 2 Depreciation 9 9 - 9 Interest and Amortization 2 10 80.0% 59 68 13.2% Bad Debts 308 329 6.4% 284 (8.5%) Healthcare Taxes - - 49 8 (512.51/6) Other Expenses (397) 40 1,092.5% 232 271.1% 1,272 1,186 (7.3%) Total Other Exp from Operations 5,537 5,827 5.0% 5,471 (1.2%) 1,272 1,186 (7.3%) Total Operating Expenses 5,537 5,827 5.0% 5,471 (1.2%) 20 (67) 129.9% Excess of Rev Over Exp from OPS 1,534 (463) 431.3% (643) 382.50/9 1 - Non -Operating Gain (Loss) 1 5 (80.0%) 1 0.0% 20 (66) 130.3% Excess of Revenues Over Expenses 1,635 (468) 435.2% (542) 383.2% Other Activity -Unrestricted (1,321 - Increase (Decrease) in UR Net Assets 214 1 11:11 AM DET_OPS 6/16/2010 11:11 AM PRELIM -Run Date - 6/16/10 @ 11:11 AM Providence Health & Services BAL_SHT 110 - MGD - PROV SEWARD IVIED CTR Balance Sheet (in Thousands) Reported as of May 2010 ASSETS Current Assets: Cash and Cash Equivalents System Pooled Cash Mgmt Designated Cash & Cash Equiv. Short Term Investments Assets Held Under Securities Lending Accounts Receivable, Net Affiliate Receivable Premiums Receivable Other Receivables Supplies Inventory at Cost Other Current Assets Current Port. of Assets -Use is LTD Total Current Assets Assets Whose Use is Limited: Q? Mgmt Designated Cash and Investments Funds Held for Long-term Purposes Gift Annuity and Trust Funds Funds Held by Trustees Non -Current Assets Limited as to Use Property. Plant & Equipment: Gross Property, Plant & Equipment Less: Accumulated Depreciation Net Property, Plant & Equipment Other Assets: Unamortized Financing Cost Interaffiliate Notes Receivable Other (Incl. Long-term Investments) Total Other Assets Total Assets May 2010 December 2009 Actual Last Year (432) 758 2,042 1,762 77 99 25 18 1,712 2,637 599 128 599 128 107 (62) 107 (53) 45 54 2,356 2.819 LIABILITIES & NET ASSETS Current Liabilities: Accounts Payable Accrued Compensation Affiliates Payable Payable to Contractual Agencies Deferred Revenue/Unearned Premiums Liability for Unpaid Medical Claims Liability for Risk -Sharing Liabilities Under Securities Lending Other Current Liabilities Short -Term Debt Current Portion of Long -Term Debt Total Current Liabilities Lonq-Term Debt: Master Trust Debt Loans from Affiliates Other Long -Term Debt Other Long -Term Liabilities Total Liabilities Net Assets: Unrestricted Temporarily Restricted Permanently Restricted Total Net Assets Total Liabilities and Net Assets 9 May 2010 December 2009 Actual Last Year 124 185 750 807 107 102 31 31 1,323 1,877 2,335 3,002 175 188 2,510 3,190 (157) (371) 3 (154) (371) 2,366 2.819 FaAA �0 '4�45�P July 13, 2010 City of Seward P.O. Box 167 Seward, Alaska 99664-0167 Main Office (907) 224-4050 Facsimile (907) 224-4038 Honorable Mayor Norihisa Yonezawa Obihiro City Hall International & Domestic Relations Section West 5 South 7-1 Obihiro, Hokkaido 080-8670 JAPAN Dear Honorable Mayor Norihisa Yonezawa; City of Seward, Alaska 1963 1965 2005 W IF All -America City 1 Please accept my sincere congratulations to you on being elected the 91h Mayor of Obihiro. The relationships built between our two cities over the last 35 years have been extremely rewarding, and the generosity and kindness Obihiro has shown us will never be forgotten. As you read this, we should be hosting three exchange students, Mr. Josh Neta, and two adults from your country in our small city. We have picnics, boat trips, sled dog rides and rafting on the agenda for them. I look forward to taking Mr. Neta out to lunch and a drive around our town one day. We will hope for enjoyable weather to accompany them. Plans are underway between our Seward Mural Society and your International Relations Section, and the Mural Society is looking forward to meeting and discussing the project with Mr. Neta while he is here. Below is a snapshot of one of our latest murals and I have attached brochures for your pleasure. Please accept our standing invitation to visit at a time when you have settled comfortably into your new position. Again, congratulations on the election. I look forward to our correspondence and wish you a prosperous future. Sincerely, C� Willard . Dunham Mayor, City of Seward, Alaska City of Seward P.O. Box 167 Seward, Alaska 99664-0167 Main Office (907) 224-4050 Facsimile (907) 224-4038 July 14, 2010 Honorable Mayor Mr. Kim Chung-seok Yeosu City Government 1 Sicheongno, Yeosu City, Jeollanamdo Republic of Korea 555-701 Dear Honorable Mayor Kim Chung-seok; City of Seward, Alaska 1963 1965 2005 All -America City 1 Please accept my congratulations on your recent election as Mayor of Yeosu City, Korea. Although I was on vacation at the time of your inauguration, I was very pleased to be kept informed by your Deputy Mayor Jeong In-hwoa, and to have been graciously offered your hospitality on accommodations and food for a delegation of five. I see you were the former Mayor from 2002 to 2006. The citizens of Yeosu City must have valued respect for you to re-elect you. We hope your inauguration went very well and that your government continues to prosper. We are looking forward to your Expo in 2012 and hope to budget travel monies for a few to attend. The Seward City Council, along with myself, would like to extend a running invitation for you to visit our community in the future. Our Silver Salmon Derby is usually a fun event and always falls on the second Saturday of August each year. We would be delighted to host you and a guest, and look forward to any opportunity to continue our cooperative and friendly relationship. I have included a couple of brochures for your pleasure. Sincerely, r� illard Mayor, City of Seward, Alaska 1 6 q; City City of Seward 1 6of 1Se a d 200 P.O. Box 167 Seward, Alaska 99664-0167 All -America City Main Office (907) 224-4050 t ' Facsimile (907) 224-4038 July 14, 2010 Lee Myeong-ha International Relations, Expo Support Division Yeosu City Government 1 Sicheongno, Yeosu City, Jeollanamdo Republic of Korea 555-701 Dear Mr. Lee Myeong-ha; I want to thank you for all your diligent attempts to reach me and keep me informed about your government happenings and the recent inauguration of Mayor Kim Chung- seok. It was very much appreciated. As our City Clerk office informed you, I was on vacation and could not attend. I then proceeded to get a two week flu -bug that kept me close to home also. I have just written to the Mayor and Deputy Mayor of Yeosu City, extending our well wishes and continued support for your local government, along with a running invitation to visit our community. During our Silver Salmon Derby is usually a good time to visit and that always begins the 2"d Saturday of August each year. Again, thank you for writing us. We look forward to your prosperity and wish you much goodwill during your 2012 Expo. We hope to be able to attend. Sincerely, illard Dunham Mayor, City of Seward, Alaska City of Seward P.O. Box 167 Seward, Alaska 99664-0167 Main Office (907) 224-4050 Facsimile (907) 224-4038 July 14, 2010 Honorable Deputy Mayor Jeong In-hwoa Yeosu City Government 1 Sicheongno, Yeosu City, Jeollanamdo Republic of Korea 555-701 Dear Honorable Deputy Mayor Jeong In-hwoa; City of Seward, Alaska 1963 1965 2005 All -America City 1 I I I I r By now you heard from our City Clerk Office that I, Mayor Willard E. Dunham, could not accept your gracious invitation to attend the inauguration of Mayor Kim Chung-Seok on July 1, 2010. I was on vacation at that time and then caught a two -week long flu -bug. I just wanted to get back with you and say thank you for the invitation and your willingness to offer accommodations and food for a delegation of five. I hope the inauguration went very well and your government is on its way to a very prosperous time. We are looking forward to your Expo in 2012 and hope to budget travel monies for a few to attend. I will also be writing to your Mayor to personally congratulate him, but we wish to extend a running invitation for you to visit our community in the future. We look forward to the opportunity for a continued relationship with your lovely city. Sincerel Willard E. Dunham Mayor, City of Seward, Alaska I EJ 9 MEMORANDUM DATE: July 26, 2010 TO: Phillip Oates, City Manager FROM: Kristin Erchinger, Finance Director RE: Harbor accounts receivable write-offs for Taku Seward City Code Chapter 5.01.040 provides that "the finance director may, on approval of the city manager, cancel any account receivable except bills which may become a lien against property for taxes, but shall report such cancellations to the city council." Pursuant to SCC 5.01.040, I am requesting your approval to write-off the attached harbor accounts receivable. The cancellation is specifically for one vessel which was recently sold at impound sale, and requests to cancel $1,882.28 that will not be collected. The cancellation process is an accounting procedure that reduces the accounts receivable and results in halting further accrual of interest and late fees on accounts that may never be collected. However, the finance department does not discontinue collection procedures. Collection efforts are continued, especially if a customer is eventually located. Some customers return to the community and seek to receive City services again. At that time, all past due balances are due prior to reinstating service. If a delinquent customer remains in Alaska, the finance department will seek to attach the customer's Alaska Permanent Fund Dividend. All accounts that we are not able to locate and serve with small claims action will then be pursued through collections procedures. If you approve the cancellation of the attached harbor accounts receivable, please sign where indicated and return to me for action and distribution to the Council for their information, as required by the Code. If you have any questions, please contact me. Thank you. 340,C�4,ej� Approved for write-off: Kristin Erchinger, Finance Director Approved for write-off: Phillip Oates, City Manager I (j q i MEMORANDUM DATE: May 13, 2010 TO: Phillip Oates, City Manager FROM: Jim Lewis, Acting Harbormaster THROUGH: Kris Erchinger, Finance Director SUBJECT: Seward Boat Harbor Write -Off for the Taku Attached is a copy of the Bill of Sale for the Taku which was sold at an impound sale. The bid opening for this impound sale was May 10`h and the vessel was sold for $1,013.00 to Cliff and Sylvia Reid. The account balance at the time of the sale was $2,895.28, leaving abalance of$1,882.28 that is uncollectible and will need to be written off. This is in addition to the $12,817.49 that was written off on this account in 2009. If you have any questions, please call. Approved By: � R Ha aster I Approved By: Finance Director Approved By: G 4 L City Man ger Attachments Date: S % l Date: ( /3 ko Date o.7l1/o �E �M TW;T F S SUM T'�i yT mS 6% 8 9 10 ' $ 9 10 `11 12 13 14 14 lfi 19;2Q 21 2k'22 2� 23 24:18 8 19 2 3 2. 22 25 2627. A 25262728"129,3031 :293Q31. Honda ; iNednesda Thurda Fridd ' July 4th Holiday Offices Close P&Z Meeting PACAB Meeting Xity Council Meeting `P&Z Work Session PACA6 Work Social Security Session Re �`WHistoric CC S (Proposed Preservation Refuse Tariff Meeting Increase) CCWS 71, (PWSRCAC) City Council Meeting Nand Richey 1 7/22/2010 8:22 AM August20i0 September 2010. , S M `TW T 4 5 6 7 8 9 SO 11:1213 �4'.� ,F� "1 2 34." -15 16 `7 i8 19<'20 21 22 23 24 25 26 27:28 -, 5v� 6 7 8 9 :10f11" 12 13:• 14 f�S -16 17$ �9 3 0 31 19 20.21 22 23 24.25. 26.27 28 29 30, Kin da Tuesday Au ust 2. Wedneacla� ThurSda 7:30prn,P&Z Meeting OOpm CC WS (Title 7) 9 10 11 7:60pm,City Council 12 11:308m i Meeting 16 17 6 30pm P&Z Work Session 12:00pm PACAB Work 18 19" 9:00am Social Security 2 Session Rep 6:30p. m Historic Preservation Meeting 23 7.00pm City Council Prima Election 24 1, 25,26 27 Meeting 30 31. ...... k ., ...� ,3 N=: Nand Richey 2 7/20/2010 3:06 PM