HomeMy WebLinkAbout01222024 City Council Work Session Packet City
Work Packet
LAYDO" - Revised Version
Topics :
1)Midcycle Budget Analysis Pg. 5
2)Public Safety Building Pg. 38
R&M Consultants will present a Needs Assessment & Site
Selection report for a Public Safety Building
Monday, January 22, 2024
City Council Chambers Beginning at 5:30 p.m.
All public is invited to attend.
City of Seward City Manager's Office
PO Box 167 0 Kat Sorensen, City Manager
Seward, Alaska 99664 Phone: 907-224-4012
044 Email: ksorensen@cityofseward.net
December 27, 2023
Kris Peck, City Clerk
City of Seward
Re: Schedule January 22 Work Session
Mr. Clerk,
Please consider this my written request as required by Seward City Code 2.10.030 (a)(2) for a
work session on January 22, at 5:30 pm, for the following item:
Public Safety Building
R & M Consultants will present Needs Assissment & Site Selection report for a Public Safety
builiding.
Thank you,
Kat Sorensen, City Manager
2
City of Seward City Manager's Office
PO Box 167 0 Kat Sorensen, City Manager
Seward, Alaska 99664 Phone: 907-224-4012
044 Email: ksorensen@cityofseward.net
January 2, 2024
Kris Peck, City Clerk
City of Seward
Re: Additional item for Jan. 22 work session
Mr. Clerk,
Please consider this my written request as required by Seward City Code 2.10.030 (a)(2) to add
the following item to the previously scheduled work session on January 22, 2024.
MidCycle Budget Analysis
Thank you,
Kat Sorensen, City Manager
3
•
NOTICE
CITY COUNCIL WORK SESSION
NOTICE IS HEREBY GIVEN that the Seward Council will conduct a
work session on the following items of business:
1)Public Safety Building
R&M Consultants will present Needs Assessment & Site
Selection report for a Public Safety Building
2)Midcycle Budget Analysis
Monday, January 22, 2024 at 5:30 p.m.
City Council Chambers
The work session will commence in the Seward City Council Chambers
located in City Hall at 410 Adams Street, Seward. Public is invited to
attend the meeting.
POSTED: Tuesday, January 9, 2024
City Hall bulletin board
U.S. Post Office
Harbormaster's Building
Seward Community Library & Museum
4
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Fund 01000-General Fund
5 Year Revenues and Expenses Consolidated
December 31,2023
Actual All] Budget All Proposed Mid-
Actual All Actual All Actual All Actual All Unadited Annual Varban, Budget All Cycle Changes
FYE FYE FYE FYE YTD Budget Over/Under Annual Budget Ad ustments YTD
12/3112019 12/3112020 12/31/2021 12/31/2022 12/3112023 12/3112023 12/31/2023 12/31/2024 12/31/24 12131/24
Revenues:
4000 Tax Revenue-Sales 5,674,688.82 3,304,460.61 6,861,101.38 7,635,647.71 7,026,714.48 6,500,000,00 526,714.48 6,500,000.00 - 6,500,000.00
4010 Tax Revenue-Real Property 1,074,014.84 1,124,268.58 1,170,661.99 1,214,960.29 1,298,797.81 1,250,000,00 48,797.81 1,275,000.00 - 1,275,000.00
4011 Tax Revenue-Personal Property 432,891.46 426,660.09 463,638.29 469,568.05 394,755.36 465,000,00 (70,244,64) 465,000.00 - 465,000.00
4012 Tax Revenue-Motor vehicle 23,069.01 22,204.70 20,916.13 21,110.89 17,418.62 24,000,00 (6,581,38) 24,000.00 - 24,000.00
4013 Tax Revenue-Oil Property 26,899.47 0.00 0.00 0.00 552.96 0,00 552.96 0.00 - -
4020 Hotel/Motel Room Tax 591,674.45 217,433.55 713,632.61 804,510.59 813,805.70 725,000,00 88,805.70 725,000.00 - 725,000.00
4030 Payments in Lieu of Tax 120,134.22 46,312.42 130,374.57 147,704.69 152,759.06 90,000,00 62,759.06 90,000.00 - 90,000.00
4031 Contra Payments in Lieu of Tax (43,440.00) 0.00 (41,313.75) (136,677,34) 0.00 0,00 0.00 0.00 - -
4040 Penalties and Interest onTaxes 6,309.76 2,045.95 7,003.20 3,897.51 3,260.72 3,500,00 (239,28) 3,500.00 - 3,500.00
4100 Building Permits 98,978.43 45,777.41 71,090.66 106,019.82 120,795.54 70,400.00 50,395.54 71,000.00 - 71,000.00
4101 Permits-Taxi 1,316.52 867.68 587.30 2,178.82 2,441.30 1,000.00 1,441.30 1,000.00 - 1,000.00
4102 DMV-Drivers License 29,909.50 2D,49D20 9,057.50 15,737.50 16,240.00 20,000.OD (3,760,00) 20,000.00 - 20,000.00
4103 DMV-Motor Vehicles 70,825.80 43,54D.50 22,031.90 42,684.60 46,009.20 60,000.OD (13,990,80) 60,000.00 - 60,000.00
4104 An i ma Control Licenses 200.00 235.00 100.00 85.00 85.00 200DD (115.00) 250.00 - 250.00
4105 Business License 21,120.00 22,59D.00 11,670.00 33,120.00 21,540.00 22,000.OD (460.00) 22,000.00 - 22,000.00
4106 License and Permits-Misc 3,701.32 2,973.75 2,349.30 7,460.70 2,955.38 3,150.OD (194.62) 3,150.00 - 3,150.00
4107 Inspection Fees 3,552.73 1,363.00 1,625.89 0.00 6,180.00 1,600.OD 4,580.00 1,660.00 - 1,660.00
420D Revenue Sharing 111,593.01 75,856.20 85,792.83 136,622.12 0.00 CUD 0.00 0.00 - -
4201 PERS On-Behalf payments by SOW 249,434.80 3D6,531.20 312,755.73 256,365.24 0.00 CUD 0.00 0.00 - -
4202 Jail Contract 368,952.00 368,952.00 368,952.00 368,952.00 521,536.87 564,810.00 (43,273.13) 564,810.00 (564,810.00) -
4203 Dispatch Contract w/State of AK 36,000.00 36,000.00 36,000.00 36,000.00 27,000.00 36,000.00 (9,000.00) 36,000.00 - 36,000.00
4204 KP8911 Dispatch 52,800.00 52,800.00 52,800.00 52,800.00 52,800.00 52,800.00 0.00 52,800.00 - 52,800.00
4205 Alaska Liquor Tax 20,050.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - -
4206 Alaska Raw Fish Tax 350,481.58 179,066,06 350,481,58 370,952.88 317,042.29 400,000,00 (82,957.71) 400,000.00 - 400,000.00
42C7 Fisheries Resource Landing Tax 2,006.05 2,531,18 1,861,25 9,927.91 5,049.39 2,400,00 2,649.39 2,400.00 - 2,400.00
42CS Alaska Marijuana Application Fees 300.00 0.00 300.00 0.00 0.00 300,00 (300.00) 300.00 - 300.00
4251 Grant Revenue-Federal Grants 4,896.50 37,482.32 9,979.00 50,231.80 10,229.32 485,500,00 (475,270.68) 485,500.00 - 485,500.00
4252 Grant Revenue-State Grants 7,000.00 9,229.72 1,850.88 7,000.00 9,546.00 7,000,00 2,546.00 7,000.00 - 7,000.00
4253 Grant Revenue-Misc Grants 6,532.25 2,547.40 500,000.00 14,636.01 0.00 2,500,00 (2,500.00) 2,500.00 - 2,500.00
4300 Admin.Exp.-Jail 92,760.96 110,103.00 112,537.00 114,788.00 118,225.00 118,225,00 0.00 118,300.00 (118,300.00) -
4301AdminExp.-Harbor 365,435.00 369,820.44 374,258.00 451,488.00 465,035.00 465,035,00 0.00 478,980.00 - 478,980.00
4302 Admin,Exp.-SMIC 97,539.96 98,709.12 99,895.00 148,709.00 153,170.00 153,170,00 0.00 157,760.00 - 157,760.00
4303 Admin,Exp.-Parking Fund 11,400.00 11,536.56 11,675.00 12,025.00 12,385.00 12,385,00 0.00 12,760.00 - 12,760.00
4304 Admin,Exp.-Electric 953,306.03 964,746.72 976,322.00 1,005,612.00 1,035,780.00 1,035,780,00 0.00 1,066,855.00 - 1,066,855.00
4305 Admin,Exp.-Water 262,991.04 262,991.00 269,340.00 277,420.00 285,743.00 285,743,00 0.00 294,315.00 - 294,315.00
4306 Admin,Exp.-Sewer 160,605.96 162,532.56 164,483.00 169,425.00 172,805.00 172,805,00 0.00 176,261.00 - 176,261.00
4307 Copying Fees 5,666.31 2,449.94 1,892.92 5,180.09 11,894.56 5,000,00 6,894.56 5,000.00 - 5,000.00
4308 Sales Tax Credit 5,000.00 4,000.00 4,000.00 4,000.00 3,000.00 4,000,00 (1,000,00) 4,000.00 - 4,000.00
4309 Zoning Fees 4,079.91 2,025.36 4,945.75 4,942.81 1,853.52 2,000,00 (146,48) 2,000.00 - 2,000.00
4311 Zoning Fees 233.65 0.00 0.00 0.00 100.00 0,00 100.00 0.00 - -
4312 Walkable Mural Application Fee 0.00 OAO 0.00 0.00 2,000.00 0,00 2,000.00 0.00 - -
4313 Comm Dev Printing Fees 0.00 OAO 0.00 340.00 0.00 0,00 0.00 0.00 - -
4314 Rezone Fee 0.00 D.DD 0.00 0.00 300.00 0.00 300.00 0.00 - -
4315 Replat Fee 0.00 D.DD 0.00 0.00 370.10 0.00 370.10 0.00 - -
4316 Conditional Use Permit 0.00 DAD 0.00 0.00 990.00 CDC 990.00 0.00 - -
4317 Short Term Rental 0.00 DAD 0.00 0.00 10,450.00 CDC 10,450.00 0.00 - -
4318 Sign Permit 0.00 DAD 0.00 0.00 60.00 CDC 60.00 0.00 - -
4320 Misc Dog Fees 1,139.00 55D.00 300.00 210.00 857.00 500DD 357.00 500.00 - 500.00
4321 Miscellaneous Jail Revenue 0.00 0.00 0.00 0.00 16,811.06 CDC 16,811.06 0.00 - -
4322 Miscellaneous Dispatching 10,000.00 10,000.00 9,999.96 10,000.00 0.00 CDC 0.00 0.00 - -
4323 Miscellaneous Police Fees 3,505.68 1,869.90 1,925.00 2,648.00 2,310.00 2,5DD.DD (190.00) 2,500.00 - 2,500.00
4324 Animal Shelter Donations 0.00 0.00 0.00 0.00 26,708.72 D.DD 26,708.72 500.00 - 500.00
433D Street Work Orders 0.00 0.00 50.00 489.40 0.00 D.DD 0.00 0.00 - -
4331 Shop Work Orders 2,720.65 1,473.50 2,471.00 868.00 395.90 2,261.00 (1,865.10) 2,261.00 - 2,261.00
4340 P&R:Public Use Fees 3,751.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - -
4341 P&R:Punchard Fees 4,852.93 1,884.12 0.00 317.75 2,014.68 0.00 2,014.68 0.00 - -
4342 P&R:Class Registrations 53,273.10 2,983,25 1,408,75 315.00 1,250.00 1,500,00 (250.00) 2,000.00 - 2,000.00
4343 P&R:Facility Rental 9,404.49 4,277,11 28.04 13,731.92 18,384.72 9,000,00 9,384.72 9,180.00 - 9,180.00
4344 P&R:Tournaments 204.86 514.02 0.00 0.00 684.30 0,00 684.30 0.00 - -
4345 P&R:Special Events 20,922.09 6,751.27 12,927.93 13,135.93 22,310.12 19,917,00 2,393.12 20,717.00 - 20,717.00
4347 P&R:Shower Fees 21,221.93 9,581.30 7,832.34 0.00 0.00 0,00 0.00 0.00 - -
4348 P&R:Rock Wall Fees 271.98 110.30 0.00 0.00 128.00 0,00 128.00 0.00 - -
4349 P&R:Pavilion Fees 10,684.49 4,710.73 6,957.81 7,948.36 9,255.43 8,160,00 1,095.43 8,323.00 - 8,323.00
4350 P&R:Camping Fees 538,325.09 421,664.02 960,359.72 795,105.16 700,605.34 972,375,00 (291,217.66) 991,823.00 - 991,823.00
4351 P&R:Camping /Utilities 353,382.61 208,906.63 400,137.65 588,150.48 620,024.45 675,000,00 (54,975.55) 700,000.00 - 700,000.00
4352 P&R:RV Dump Station 15,172.88 14,032.71 39,948.00 0.00 0.00 0,00 0.00 300.00 - 300.00
4353 P&R:Miss Revenue 998.93 201.90 64,268.27 0.00 46.50 0,00 46.50 2,000.00 - 2,000.00
4356 P&R:Cemetery Plot Fees 500.00 0.00 0.00 0.00 1,500.00 300,00 1,200.00 300.00 - 300.00
4352 P&R:Memorial Bench Fees 0.00 1,000.00 6,485.00 0.00 2,000.00 2,000,00 0.00 2,000.00 - 2,000.00
4358 P&R:Camping Reservation Cancellation Fees 0.00 0.00 0.00 65,589.82 33,363.88 51,000,00 (17,636,12) 52,020.00 - 52,020.00
4370 Library Service Revenue 13,686.52 3,631.07 7,840.57 15,858.08 8,019.35 10,695,00 (2,675,65) 10,909.00 - 10,909.00
4371 Library Circulation Revenue 3,315.52 581.53 33.54 489.33 1,117.66 198,00 919.66 202.00 - 202.00
4372 Museum Revenue 0.00 0.00 0.00 0.00 4,630.00 0,00 4,630.00 0.00 - -
4373 Museum Admissions 10,636.00 482A0 7,125.00 12,840.00 11,620.00 7,568,00 4,052.00 7,720.00 - 7,720.00
4380 Land Rents&Leases 41,900.00 46,100A0 50,300.00 78,198.72 56,500.00 50,000,00 6,500.00 50,000.00 - 50,000.00
4382 Jail Facility Rental 30,000.00 30,OOD.DD 30,000.00 30,000.00 0.00 0.00 0.00 0.00 - -
4383 Municipal Building Rent 42,610.87 64,94D.D4 31,004.58 41,773.40 0.00 65,000.00 (65,000,00) 65,000.00 - 65,000.00
4400 Fines and Bails 9,496.20 11,D74.90 22,307.58 28,758.90 19,202.90 16,500.OD 2,702.90 16,500.00 - 16,500.00
4500 GF Interest on Investments 232,519.87 149,591.90 30,583.38 176,182.85 1,044,740.19 CDC 1,044,740.19 0.00 500,000.00 500,000.00
4501 GF Penalties&Interest 2,031.13 824.85 592.31 1,038.86 1,633.62 1,000.OD 633.62 1,000.00 - 1,000.00
4505 GF Interest Revenue-Leases 0.00 DAD 0.00 17,985.12 0.00 CDC 0.00 0.00 - -
4610 Surplus Sales 90.00 125.00 66,307.32 307.00 59,780.51 5,000.OD 54,780.51 5,000.00 - 5,000.00
4611 Gravel Sales 0.00 38,534.60 246,279.15 79,980.23 81,986.00 225,000.OD (143,014.00) 225,000.00 - 225,000.00
462D Franchise Fee-Refuse 27,372.55 22,833.21 25,050.08 28,280.68 22,193.62 25,75D.DD (3,556.38) 25,750.00 - 25,750.00
463D City Clerk Fees 120.00 153.46 60.00 60.00 135.50 12D.DD 15.50 120.00 - 120.00
4631 Collection of Doubtful Accords 50.00 36.75 0.00 0.00 0.00 DUE) 0.00 0.00 - -
46321nsurance Recovery/Rebate 40,383.00 37,710.00 41,423.00 44,085.00 0.00 0.00 0.00 0.00 - -
11
4633 Vending Machine Fees 600.00 300,00 600,00 600,00 600,00 250,00 350.00 250.00 - 250.00
4639 Misc Service Fees 3,708.58 5,542,26 1,044,90 468,95 29.58 0,00 29.58 0.00 - -
4700 Other Financing 5ources 0.00 0,00 (2,720,201,00) 0,00 0.00 0,00 0.00 0.00 - -
4701 Premium on Issuance of Bonds 0.00 0,00 574,272,60 0,00 0.00 0,00 0.00 0.00 - -
4702 Proceeds from Issuance of Bonds 0.00 0,00 2,180,000,00 0,00 0.00 0,00 0.00 0.00 - -
5899 Miscellaneous Revenue 924.36 1,020.93 28,423.88 30.00 9.13 0,00 9.13 0.00
Total Reve 12,814,688.24 9,445,127,48 15,322,795,27 15,920,873.63 15,912,524.34 15,191,816.00 (136,876.00) 15,328,692.00 (183,110.00) 15,147,866.00
Expenditures:
Personnel Costs:
60005alaries 3,682,465.71 3,010,543,07 3,854,459.13 4,546,166.77 4,940,526.52 5,346,351,00 (405,824.48) 5,541,255.00 (94,615.00) 5,446,640.00
6001 Overtime 274,261.30 170,607,60 256,401.45 311,403.07 401,654.78 249,050,00 152,604.78 249,050.00 48,500.00 297,550.00
6002 Standby Time 10,539.51 (1,484,83) 11,901.88 21,501.17 38,757.46 12,000.00 26,757.46 12,000.00 20,000.00 12,000.00
6003 Legislative Stipends 0.00 0,00 0.00 33,511.81 36,000.00 44,400.00 (8,400.00) 44,400.00 - 44,400.00
6100 Medicare 86,000.42 63,858.05 86,014.08 87,134.48 99,496.29 94,742.00 4,754.29 96,242.00 6,610.00 96,242.00
6101 Unemployment Insurance a 444.52 19,161.11 6,878.18 0.00 1,480.00 0.00 1,480.00 0.00 - -
6102 Workers'Compensation 204,045.75 1351632.JD 181,256.68 136,929.44 149,946.33 150,550.00 (603.67) 150,550.00 (3,000.00) 150,550.00
6200 Leave Tlme 340,974.25 276,186.08 453,890.12 33,174.47 0.00 0.00 0.00 0.00 - -
6201 Retirement Benefits 1,060,090.19 1,020,778.27 1,245,465.60 1,254,199.94 1,078,317.97 1,169,960.00 (91,64L03) 1,213,055.00 (8,315.00) 1,213,055.00
6202 Health Insurance 1,906,268.78 1,386,698.49 1,515,481.22 2,037,841.41 1,904,327.31 2,350,389.00 (446,061.69) 2,444,113.00 (82,fifi0.00) 2,444,113.00
6209 PERS DC Forfeitures (30,507.40) 0.18 0.00 (20,998.14) (4,071.94) 0.00 (4,071.94) 0.00
Total Personnel Cost 7,542,583.03 6,081,879.31 7,611,748.34 8,440,864.42 8,646,434.72 9,417,442.00 (771,007.28) 9,750,665.00 (113,480.00) 9,704,550.00
Expenditures:
Non-Personnel Costs:
7000 Audit 115,755.34 93,625.00 127,600.00 113,847.43 134,196.80 120,000.00 14,196.90 120,000.00 22,000.00 142,000.00
7001 Communications 116,234.57 133,092.25 122,376.09 143,948.76 137,604.37 146,255.00 (8,650.63) 148,700.00 (4,300.00) 144,400.00
7002 Postage and Freight 28,644.52 23,697.06 32,983.77 28,665.08 30,987.32 40,529.00 (9,541.68) 39,667.00 (50.00) 39,617.00
7003 Banking&Credit Card Fees 36,393.36 60,940.82 91,454.73 101,010.33 92,277.83 14,150.00 78,127.83 14,150.00 - 14,150.00
70041ns ura nce 213,565.32 245,83fi 03 303,434.23 331,268.19 361,600.02 348,515.00 13,085.02 359,686.00 (32,395.00) 327,291.00
7006 Legal 203,574.71 122,077.18 89,551.31 121,865.56 156,048.39 113,000.00 43,048.39 117,000.00 - 117,000.00
7007 Legal Settlement 0.00 0.00 D.00 222AD 0.00 0.00 0.00 0.00 - -
7008 CY Legal Recovery 0.00 (40,000,00) 0,00 0,00 0,00 0,00 0.00 0.00 - -
7009 Contracted Services 390,180.05 530,692,36 930,594,39 1,780,526,50 1,189,704,14 1,059,200,00 131,504.14 802,500.00 99,400,00 901,900.00
7010 Engineering 25,218.37 861,00 11,064,56 378,84 0.00 15,000,00 (15,000.00) 15,000.00 - 15,000.00
7011 Testing 1,810.67 474,67 2,442,52 (179,793,10) 3,925.32 4,125,00 (199.68) 4,400.00 (200,00) 4,200.00
7012 Other Special Services 29,145.69 30,433,81 35,587,31 35,104,80 27,712.25 35,500,00 (7,787.75) 35,500.00 - 35,500.00
7013 State Lobbying Fees 84,504.00 84,504,00 84,504,00 85,500,00 79,686.94 85,500,00 (5,813.06) 85,500.00 - 85,500.00
7014 Federal Lobbying Fees 92,004.00 92,004,00 92,004,00 99,671.00 85,648.94 92,000,00 (6,351.06) 92,000.00 - 92,000.00
7015 Utilities 545,182.24 538,565,82 542,938,98 805,738.56 566,167.28 588,532,00 (22,364.72) 616,645.00 68,150.00 684,795.00
7016 Heating Fuel 55,958.03 55,008,06 71,292,19 110,704.62 89,085.17 130,744,00 (41,658.83) 136,588.00 - 136,588.00
7017 Rents&Leases 74,244.40 74,700,03 31,647,89 62,050.00 72,745.00 82,500,00 (9,755.00) 82,900.00 - 82,900.00
7018 Towing Fees 0.00 0,00 0.00 0.00 354.00 5,000,00 (4,646.00) 5,000.00 - 5,000.00
7021 Legal-Clerk 0.00 0,00 0.00 0.00 0.00 5,000,00 (5,000.00) 5,000.00 - 5,000.00
7022 Software/SaaS Subscri ptions 0.00 0,00 0.00 0.00 216,332.84 246,099,00 (29,766.16) 207,975.00 (200.00) 207,775.00
7023 Inspection and Testing 0.00 0,00 0.00 0.00 7,554.70 12,500.00 (4,945.30) 13,500.00 - 13,500.00
7100 Gene ral Power for Resale 0.00 0.00 0.00 15.75 0.00 0.00 0.00 0.00 - -
7200LlbraryMaterials-Other 0.00 0.00 36.99 139.31 1,041.87 0.00 1,041.87 0.00 - -
720 1 Library Books 7,178.10 10,113.11 6,452.76 10,381.00 10,703.92 10,150.00 553.92 10,150.00 - 10,150.00
7202 Library Periodicals 2,717.21 2,112.51 43.91 1,791.51 2,042.95 2,250.00 (207.05) 2,250.00 - 2,250.00
7203 Library Standing Orders 3'053.04 O.OD 0.00 1,191.16 0.00 4,000.00 (4,000.00) 4,000.00 - 4,000.00
7204 Library 111-1rint 5,059.99 7,080.61 2,484.29 1,412.05 2,634.30 2,000.00 634.30 2,000.00 - 2,000.00
7205 Library Electronic Materials 1,750.00 4,061.24 8,011.17 4,187.42 6,223.22 4,500.00 1,723.22 4,500.00 - 4,500.00
7208 Museum Collection Supplies 480.00 619.29 915.20 0.00 315.74 1,000.00 (684.26) 1,000.00 - 1,000.00
7210 Vehicle Supplies 6,063.56 5,758.71 4,230.79 23,640.37 7,912.29 16,200.00 (8,287.71) 9,300.00 - 9,300.00
7211 O.&Luba 58,174.22 66,880.41 82,827.30 120,996.73 120,261.64 133,169.00 (12,907.36) 138,451.00 - 138,451.00
7212 Uniform Allowance 10,774.42 14,333.08 14,565.49 15,114.44 17,689.38 21,100.00 (3,410.62) 20,850.00 (1,400.00) 19,450.00
7213 Safety Equipment 13,837.73 7,551.28 8,349.27 68,682.35 80,419.27 90,550.00 (10,130.73) 90,550.00 - 90,550.00
7214 Janitorial Supplies 7,213.69 3,187.48 18,405.07 19,414.94 15,430.41 23,473.00 (8,042.59) 24,400.00 (200.00) 24,200.00
7215 Operating Supplies 344,848.65 348,048.68 300,421.91 428,093.04 294,000.85 250,590.00 43,410.85 248,365.00 (3,200.00) 245,165.00
7216 Maintenance&Repair 145,471.65 184,837.42 187,446.73 222,520.30 250,069.96 268,150.00 (18,080.04) 254,650.00 (3,000.00) 251,650.00
7217 Small Tools&Equipment 68,636.83 91,205.46 140,221.75 199,622.36 111,267.70 131,446.00 (20,178.30) 128,146.00 (1,100.00) 127,046.00
7218 Inmate Meals 8,386.17 10,926A1 9,848.83 14,772.11 10,170.23 10,500.00 (329.77) 10,500.00 (10,500.00) -
7221 Operating Materials 0.00 0.00 0.00 0.00 34,528.22 128,500.00 (93,971.78) 133,000.00 - 133,000.00
7222 Computer Hardware 0.00 0.00 0.00 0.00 62,981A9 89,700.00 (26,718.31) 62,500.00 (2,500.00) 60,000.00
7223 Furniture 0.00 0.00 0.00 0.00 161 23,000.00 (6,162.00) 0.00 - -
7224Winterland/Salt 0.00 0,00 0,00 0,00 18,123,89 110,000,00 (91,876.11) 110,000.00 - 110,000.00
7225 Shelter Medical Supplies 0.00 0,00 0,00 0,00 0,00 15,000,00 (15,000.00) 15,000.00 - 15,000.00
7300 Advertising 28,434.51 27,414,80 46,480,16 49,176,01 35,938.65 45,600,00 (9,661.35) 44,650.00 - 44,650.00
7301 Subscriptions&Dues 32,343.26 39,882,30 45,916,42 79,700,97 24,154.33 42,003,00 (17,848.67) 43,509.00 (70,00) 43,439.00
7302 Travel&Subsistence 116,009.81 52,192,51 52,783,28 111,485,97 92,334.40 160,256,00 (67,921.60) 156,022.00 (11,944.00) 144,078.00
7303 Education&Training 29,036.63 39,369,13 37,067,19 47,567,53 31,388.74 80,850,00 (49,461.26) 82,850.00 (2,700.00) 80,150.00
7304 Equipment Rent 254.04 546,68 1,482,25 4,975.86 13,801.22 7,764,00 6,037.22 7,764.00 - 7,764.00
7307 OF Administrative Fee 92,760.96 110,103,00 112,537,00 114,788.00 118,225.00 118,225,00 0.00 118,300.00 (118,300.00) -
7309 Police Academy Training 0.00 0,00 0,00 13,637.92 18,015.79 28,000,00 (9,984.21) 28,000.00 - 28,000.00
7310 Recording Fees 0.00 0,00 81,00 321.89 158.59 0,00 158.59 0.00 - -
7800Cit 4,496.94 149,98 1,215.73 0.00 18,706.45 6,250,00 12,456.45 6,250.00 6,250.00
701sntri bityons goCha m be r 260,454.00 278,032,00 295,837.00 108,717.00 300,000.00 300,000,00 0.00 300,000.00 - 300,000.00
7802 Contributions to Senior Citizens 82,900.00 80,000,00 80,000.00 80,000.00 80,000.00 80,000.00 0.00 80,000.00 - 80,000.00
7803 Contributions to B&0 Club 25,000.00 25,000,00 25,000.00 0.00 25,000.00 25,000.00 0.00 25,000.00 - 25,000.00
7804 Elections 3,118.08 3,009.52 6,339.15 3,491.82 21,671.71 14,000.00 7,671.71 14,000.00 - 14,000.00
7805 Promotion 11,6
01.33 2,820.00 3,420.00 7,615.84 6,697.78 11,000.00 (4,302.22) 11,000.00 - 11,000.00
7806 Volunteer Fireman Stipend 46,000.04 38,000.01 38,000.00 47,600.00 48,800.00 48,800.00 0.00 48,800.00 - 48,800.00
7807 Contingency 2,629.00 33,700.OD 4,292.7: 2,630.39 228.00 153,596.00 (153,368.00) 429,557.00 - 429,557.00
7808 Bad Debt Expense 0.00 O.OD 1,160.28 0.00 0.00 1,000.00 (1,000.00) 1,000.00 - 1,000.00
7809 Pass-Thru Payments 0.00 0.00 500,000.00 0.00 444.00 0.00 444.00 0.00 - -
7810 Miscellaneous Expense 10,884.98 13,975.29 30,615.06 4,764.19 37,211.35 1,000.00 36,211.35 1,000.00 - 1,000.00
7811 Miscellaneous Programs 0.00 350.00 0.00 0.00 0.00 0.00 0.00 0.00 - -
7812 Miscellaneous Project Expense 0.00 0.00 5,535.00 0.00 0.00 0.00 0.00 0.00 - -
7813 Contributions to Small Business Position 0.00 0.00 0.00 25,000.00 25,000.00 25,000.00 0.00 25,000.00 - 25,000.00
7814 Contribution to the ASLC Center for the PILT credit 0.00 0.00 0.00 0.00 118,164.86 72,000.00 46,164.86 81,000.00 - 81,000.00
8001 Unreallzed Loss on Investments 0.00 0.00 80,983.47 304,289.28 60,869.25 0.00 60,869.25 0.00 - -
8011 Bonding Expense 0.00 0.00 51,571.60 0.00 0.00 0.00 0.00 0.00 - -
8012 Debt Service Interest Expense 244,106.26 234,581.25 211,404.16 196,481.26 185,606.26 185,606.00 0.26 115,544.00 - 175,544.00
81011nfrastructure 0.00 0.00 0.00 0.00 15,500.00 0.00 15,500.00 0.00 - -
8102 Buildings 4,140.00 0.00 3&94 0.00 23,900.00 0.00 23,900.00 0.00 - -
8103 Capital Equipment 39,540.65 24,516AS 197,463.36 208,627.70 68,651.20 233,097.00 )164,445.80) 42,500.00 - 42,500.00
12
8104 Motor Pool Rent 0.00 285,000,00 279,381,54 314,850,00 262,000,00 262,000,00 0.00 262,000.00 - 262,000.00
81051mprovements other than Buildings 0.00 0,00 760,75 0,00 166.54 10,000,00 (9,833.46) 0.00 - -
8300 Debt 5ervice Principe l 210,000.00 220,000,00 230,000.00 215,000.00 230,000.00 230,000.00 0.00 235,000.00 235,000.00
Total Non-Personnel Costs: 3,939,859.02 4,311,870.17 5,693,103.52 6,713,413.01 6,176,920.96 6,619,474.00 (442,553.04) 6,390,069.00 (2,509,00) 6,387,560.00
Total Exoendil 11,482,442.05 10,393,749,48 13,304,851,86 15,154,277.43 14,823,355.68 16,036,916.00 (1,213,560.32) 16,140,734.00 (115,989.00) 16,092,110.00
Excess Revenue Over(Under)Ezoenditures 1,332,246.19 (948,622,00) 2,017,943,41 766,596.20 1,089,168.66 (845,100.00) 1,076,684.32 (812,042.00) (67,121.00) (944,244.00)
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2023 Budget to Actual by Department
General Fund
(unaudited)
Variance
(Over)/Under
Department Actual Budget Budget
Council&Clerk
Personnel Costs $442,360 $417,989 ($24,371)
Non-Personnel Costs $443,772 $538,920 $95,148
History Preservation Commission
Personnel Costs $0 $8,572 $8,572
Non-Personnel Costs $1,207 $2,010 $803
Port&Commerce Advisory Board
Personnel Costs $0 $0 $0
Non-Personnel Costs $69 $1,250 $1,181
Planning&Zoning Commission
Personnel Costs $22,588 $69,535 $46,947
Non-Personnel Costs $372 $6,227 $5,855
City Manager
Personnel Costs $637,857 $662,338 $24,481
Non-Personnel Costs $127,949 $135,944 $7,995
Line Item expenditures with variance
+/-$50,000 from budget
6202 Health Insurance $74,981 $137,500 $62,519
MIS
Personnel Costs $475,641 $445,975 ($29,666)
Non-Personnel Costs $218,220 $245,806 $27,586
Community Development
Personnel Costs $363,452 $347,950 ($15,502)
Non-Personnel Costs $409,609 $632,568 $222,959
Line Item expenditures with variance
+/-$50,000 from budget
7009 Contracted Services $385,883 $579,676 $193,793
Finance
Personnel Costs $737,704 $839,978 $102,274
Non-Personnel Costs $388,708 $680,985 $292,277
Line Item expenditures with variance
+/-$50,000 from budget
7009 Contracted Services $311,955 $518,000 $206,045
P321
2023 Budget to Actual by Department
General Fund
(unaudited)
Variance
(Over)/Under
Department Actual Budget Budget
General Services
Personnel Costs ($4,602) $0 $4,602
Non-Personnel Costs $802,142 $706,500 ($95,642)
Line Item expenditures with variance
+/-$50,000 from budget
7006 Legal $125,662 $66,000 ($59,662)
7022 Software/SaaS Subscriptions $25,000 $77,746 $52,746
8001 Unrealized Loss on Investments $60,869 $0 ($60,869)
Police Department
Person net Costs $2,128,194 $2,573,640 $445,446
Non-Personnel Costs $436,379 $534,242 $97,863
Line Item expenditures with variance +/
$50,000 from budget
6000 Salaries $1,156,420 $1,438,775 $282,355
6001Overtime $176,986 $100,000 ($76,986)
6202 Health Insurance $450,175 $638,330 $188,155
Jail
Personnel Costs $498,966 $673,300 $174,334
Non-Personnel Costs $173,409 $188,895 $15,486
Line Item expenditures with variance +/
$50,000 from budget
6000 Salaries $240,702 $356,270 $115,568
6202 Health Insurance $110,429 $169,200 $58,771
Animal Control
Personnel Costs $198,392 $191,090 ($7,302)
Non-Personnel Costs $74,335 $49,644 ($24,691)
Fire Department
Personnel Costs $587,370 $483,310 ($104,060)
Non-Personnel Costs $381,608 $413,825 $32,217
Volunteers
Personnel Costs $0 $7,300 $7,300
Non-Personnel Costs $100,124 $126,656 $26,532
Emergency Preparedness
Personnel Costs
Non-Personnel Costs $27,523 $27,140 ($383)
Seward Volunteer Ambulance Corps
Personnel Costs
Non-Personnel Costs $40,283 $40,950 $667
PSL15k2
2023 Budget to Actual by Department
General Fund
(unaudited)
Variance
(Over)/Under
Department Actual Budget Budget
Building Inspection
Personnel Costs $369,545 $335,485 ($34,060)
Non-Personnel Costs $26,400 $39,603 $13,203
Public Works:Street Operations
Personnel Costs $580,927 $586,260 $5,333
Non-Personnel Costs $553,129 $753,693 $200,564
Line Item expenditures with variance +/
$50,000 from budget
7215 Operating Supplies $92,718 $5,000 ($87,718)
72210perating Materials $320 $60,000 $59,680
7224 Winter Sand/Salt $18,124 $110,000 $91,876
7807 Contingency $0 $148,596 $148,596
Public Works:Shop
Personnel Costs $245,802 $217,353 ($28,449)
Non-Personnel Costs $200,732 $168,945 ($31,787)
Public Works: Municipal Buildings
Personnel Costs $99,414 $154,470 $55,056
Non-Personnel Costs $242,933 $289,870 $46,937
Parks&Recreation Administration
Personnel Costs $804,655 $898,977 $94,322
Non-Personnel Costs $27,968 $30,220 $2,252
Parks Maintenance
Personnel Costs $1,405 $0 ($1,405)
Non-Personnel Costs $111,751 $158,455 $46,704
Campgrounds
Personnel Costs
Non-Personnel Costs $369,903 $382,156 $12,253
Line Item expenditures with variance +/
$50,000 from budget
7003 Bank and Credit Card Fees $81,581 $0 ($81,581)
P3
2023 Budget to Actual by Department
General Fund
(unaudited)
Variance
(Over)/Under
Department Actual Budget Budget
Cemetery
Personnel Costs
Non-Personnel Costs $22,612 $108,502 $85,890
Sports&Recreation
Personnel Costs
Non-Personnel Costs $131,203 $147,586 $16,383
Boys&Girls Club
Personnel Costs
Non-Personnel Costs $211,953 $236,125 $24,172
Library/Museum
Personnel Costs $456,767 $503,920 $47,153
Non-Personnel Costs $274,981 $293,673 $18,692
Debt Service
Personnel Costs
Non-Personnel Costs $415,606 $415,606 $0
P�w4
2023 Budget to Actual
Enterpise Funds
(unaudited)
Variance
(Over)/Under
Enterprise Fund Actual Budget Budget
Harbor
Revenue $3,292,463 $3,056,994 $235,469
Personnel Costs $1,221,618 $1,155,663 ($65,955)
Non-Personnel Costs $1,752,464 $3,461,344 $1,708,881
Line items with variance +/-$50,000
from budget
6000 Salaries $688,061 $623,415 ($64,646)
6202 Health Insurance $253,618 $319,625 $66,007
7100 General Power for Resale $321,325 $375,000 $53,675
SMIC
Revenue $1,060,594 $812,035 $248,559
Personnel Costs $177,617 $372,053 $194,436
Non-Personnel Costs $810,200 $2,282,065 $1,471,865
Line items with variance +/-$50,000
from budget
6000 Salaries $109,309 $267,178 $157,869
7100 General Power for Resale $282,583 $99,857 ($182,726)
Parking
Revenue $333,506 $341,418 ($7,912)
Personnel Costs $31,472 $68,581 $37,109
Non-Personnel Costs $79,068 $93,175 $14,107
P35
2023 Budget to Actual
Enterpise Funds
(unaudited)
Variance
(Over)/Under
Enterprise Fund Actual Budget Budget
Electric
Revenue $14,331,203 $13,192,495 $1,138,708
Personnel Costs $1,903,802 $1,938,107 $34,305
Non-Personnel Costs $10,391,279 $12,054,178 $1,662,899
Line items with variance +/-$50,000
from budget
6000 Salaries $891,994 $1,095,290 $203,296
60010vertime $292,573 $103,370 ($189,203)
7003 Bank and Credit Card Fees $121,143 $0 ($121,143)
7009 Contracted Services $566,461 $970,295 $403,834
7101 Chugach Power Purchases $3,952,223 $2,393,000 ($1,559,223)
7102 Power Fuel Costs $2,247,988 $3,708,000 $1,460,012
7221 Operating Materials $1,233 $300,000 $298,767
7301 Subscriptions&Dues $29,667 $81,500 $51,833
8001 Unrealized Loss on Investments $59,806 $0 ($59,806)
8012 Debt Service Interest Expense $365,825 $586,700 $220,875
8103 Capital Equipment $267,725 $0 ($267,725)
Water
Revenue $1,766,247 $1,960,906 ($194,659)
Personnel Costs $417,876 $409,190 ($8,686)
Non-Personnel Costs $914,882 $1,360,871 $445,989
Line items with variance +/ $50,000
from budget
7010 Engineering $8,500 $73,365 $64,865
Wastewater
Revenue $1,330,238 $1,282,494 $47,744
Personnel Costs $437,124 $409,190 ($27,934)
Non-Personnel Costs $724,909 $1,004,335 $279,426
Line items with variance +/ $50,000
from budget
7009 Contracted Services $23,102 $155,400 $132,298
7015 Utilities 217,426.17 50,123.00 (167,303.17)
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City of Seward: Public Safety Building
Needs Assessment & Site Selection Report
December 22, 2023
EARCHITECTS
INTEGRUS
38
Project Directory
Client
City of Seward: Mayor's Office
Mayor:Sue McClure
Assistant City Manager/Community Development Director:Jason Bickling
PO Box 167,410 Adams Street, Seward, AK,99664
City of Seward: Fire Department
Fire Chief:Clinton Crites
PO Box 167,316 4th Avenue, Seward, AK,99664
City of Seward: Police Department
Chief of Police:Alan Nickell
Deputy Police Chief: Karl Schaefermeyer
PO Box 167,410 Adams Street, Seward, AK,99664
City of Seward: Building Departmnent
Building Official:Jeremy Rogers
316 4th Avenue, Seward, AK, 99664
City of Seward: Department of Motor Vehicles
DMV Clerk: Regenia Huett
410 Adams Street,Seward, AK,99664
Design Team
Planning: R&M Consultants
Project Manager:Taryn Oleson-Yelle
9101 Vanguard Drive, Anchorage, AK,99507
Architecture: KPB Architects
Architect: David Popiel
500 L Street-Suite 400, Anchorage,AK,99501
Public Safety Design: Integrus Architecture
Architect:Jeff Luedeman, Bob Estlund
117 S. Main St.,Suite 100, Seattle, WA,98104 :: 10 S.Cedar St., Spokane, WA,99201
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Table of Contents
Table of Contents 3
Executive Summary 4
Funding Opportunities 6
Codes & Standards 8
Community and Growth Profile 9
Existing Conditions 11
Fire Department
Building Department
Police Department
Department of Motor Vehicles
Space Needs 27
Space Needs Matrix
Bubble Diagrams
Site Analysis 32
Appendices 68
Appendix A: Cost Estimate
Appendix B: Adjacency Diagrams
Appendix C: Space Plans
Appendix D: Room Data Sheets
Appendix E: Survey Questions & Responses
Appendix F: Site Visit Itinerary
Appendix G: Dept. Meeting Agendas
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Executive Summary
The City of Seward enlisted the services of R&M Consultants, with support from KPB
Architects and Integrus Architecture, to conduct a comprehensive Needs Assessment
and Site Selection Study for a new Public Safety Building(s). This initiative stems from the
inadequacy of current spaces housing Fire and Police services, both of which are struggling
with the challenges posed by the growing needs of their respective departments and aging of
their current facilities. The study also encompasses an evaluation of the Building Department,
Dispatch, EMS, and the Department of Motor Vehicles, considering their operational and
spatial connections to either the Police or Fire Department.
Facility needs were evaluated through extensive interviews, site visits, and a review of
national best practices and standards. A deficiencies analysis compared current operating
spaces to existing and anticipated future needs based on population growth. A space analysis
was conducted to illustrate the inadequacies of the current situation and provide reliable
estimates of current and projected space requirements as shown in the graphics below. The
results of this examination are encapsulated in the Needs Assessment portion of the report.
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P'JB?ONE CSS POLICE DEPARTMOTOR VENT HICLE PATROL EVIDENCE 1'OLiCE DETENTION L'L'6LIC AUM NiSi4AlI0Y LIVING Ol'Iv CREW RErOH- •tPi'APMI JS
70NF AOMiNISTRA PON MOTOR VEHICLES OPE PA'IONS
ZONE SUPPORT SERVICE S III1-t1ny CPn&tic+ 11CL I I ent Need •r.,Need
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Police Dept. Needs Assessment Graphic Fire Dept. Needs Assessment Graphic
Once facility sizes and programming needs were identified, the next step was determining
the most suitable location for the recommended facility or facilities. Standalone Fire and
Police stations on separate or a shared site were considered as well as a combined facility.
In coordination with the City, R&M identified a range of potential sites and developed an
evaluation matrix to assess the strengths and weaknesses of each site. The project team met
in Seward and over 2 days, reviewed and evaluated each site, narrowing the options down
to sites that scored the highest and would best meet operational preferences. The privately
owned Griswold Property north of Seward Middle School (Site F), was the highest scoring
site and preferred option for the Police Station with an Emergency Operations Center only.
The city-owned Forest Acres Campground (Site C), was high scoring and the best performing
site for all public safety building development scenarios and is considered the preferred site
to continue with conceptual designs and cost estimations. On Site C, the team developed
a series of designs, coming up with three unique layouts that accommodated a variety of
project development methods. The site evaluation matrix and conceptual layouts are shown
in the Site Analysis portion of the report.
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Executive Summary
With a preferred site identified and conceptual designs developed that included the full
program, R&M and the team coordinated with cost estimators to develop conceptual level
construction cost estimates for the project. Site development cost estimation for Site C
leveraged information from a recent geotechical report and survey. A project cost summary
is included below.
There is a pressing need for new facilities to meet the City's current requirements.
Projections over the next 20 years, based on expected growth, underscore the imperative for
new facilities to serve the needs of the City's residents.
Cost Estimations
Three development scenarios on Site C: Forest Acres Campground were carried forward
for conceptual cost estimations. Since standalone police and fire stations are under
consideration at the same site, those same building costs could be applied to a different site
in the event the privately owned Griswold site were to be pursued for a police station. Site
development costs were developed assuming both facilities were developed on the same site.
If only one facility were develped, the site costs would be reduced.
Appendix A details the site development cost estimates done by R&M Consultants, Inc.
and the building cost estimations done by HMS, Inc. These costs are conceptual, based on
the preliminary space and site layouts developed through this process, and include 30%
contingencies. Not included in the cost estimations are soft costs; project expenses not
directly related to the physical construction of the project. These would include design
services, permitting, furniture/fixtures/equipment (FF&E), owner project management, owner
contingency. A substantial portion of the project 'soft costs' for Site C have been completed
included survey, geotechnical, and a feasibility study. For cost estimating purposes, assuming
approximately 20-30% of the construction cost will be adequate to cover project soft costs.
Site Development Cost Estimate: $2,385,000 - $2,875,000
Building Cost Estimates:
Fire Department Facility (Standalone) $26,447,549
Police Department Facility (Standalone) $23,635,519
Combined Fire & Police Facility ~$48,000,000
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FundingOpportunities
Funding for significant capital projects can come from a variety of sources including bonds,
bank loans, cash reserves, funding from current revenues, and grants. Grants are typically the
most desirable opportunity as they bring in external funding and may or may not require a
percentage match from the recipient. Each grant opportunity has eligibility requirements that
must be met. Depending on the competitiveness of the grant, average award amounts, and
terms of the grant agreement, it may or may not be deemed worth the effort to apply.
Initial research into potentially applicable grant opportunities was conducted for capital
funding to construct a new public safety building, including a fire station and/or a police
station. While there are few opportunities that would fund the entirety of estimated amount,
grant pairing or funding source leveraging is a recommended strategy. Leveraging different
funding sources and grant matching means paring different sources of funding, which may
be allocated to specific scope items, together to address the entire project. This may include
using city funds as match for a state grant, and the state grant funds as match for a federal
grant where applicable.
The table on the following page identifies sources of federal funding the City of Seward
Public Safety Building project may be eligible for. Additional investigation into each potential
opportunity is recommended ahead of initiating any application efforts. Other State funding
sources should be explored and advocated for in addition to local funding sources.
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FundingOpportunities
Grant/Loan Community Facilities Direct Loan& Administrator US Department of Agriculture,Rural
Program Grant Program Development
Funding Range Not Specified Minimum Match 25%-85%,depending on median
household income
Description/ Funds can be used to purchase,construct,and/or improve essential community facilities,to purchase
Notes: equipment,and to pay related project expenses.Priority of awards take into consideration population
and median household income.Grants:Priority given to(1)small communities under 5K population,(2)
communities with median household income below 80%of State nonmetropolitan median household
income. Loans:Loan terms are the lesser of project useful life or 40 years.
Grant/Loan Alaska Community Development Administrator State of Alaska,Division of Community and
Program Block Grants(CDBG) Regional Affairs as the local administrator
for HUD
Funding Range Max$8S0,000 Minimum Match N/A
Description/ The goals of the Alaska CDBG are to provide financial resources to Alaskan communities for public
Notes: facilities and planning activities which address issues detrimental to the health and safety of local
residents and to reduce the costs of essential community services.
Grant/Loan Community Assistance Program Administrator State of Alaska,Division of Community and
Program (CAP) Regional Affairs
Funding Range Approx.$300,000 or less Minimum Match I N/A
Description/ CAP funds can be used for any public purpose that have been determined as a priority of the funding
Notes: recipient.Development phase activities are eligible for funding.
Grant/Loan Building Resilient Infrastructure and Administrator Department of Homeland Security,Federal
Program Communities(BRIC)&Hazard Emergency Management Agency
Mitigation Grant Program(HMGP)
Funding Range No stated award ceiling or floor Minimum Match 25%(10%for Economically Disadvantaged
Rural Communities)
Description/ BRIC funds may be used for Mitigation Projects;depending on the site and public safety facility
Notes: component being funded,consider applying for funds for Tsunami Vertical Evacuation(unlikely to qualify
for other eligible activities).Note there are restrictions/specific on eligible scopes of work.Benefit Cost
Analysis is required.
Grant/Loan Emergency Operations Center(EOC) Administrator US Department of Homeland Security,
Program Grant Program Federal Emergency Management Agency
Funding Range No stated award ceiling or floor Minimum Match 25%
Description/ The EOC Grant Program is intended to improve emergency management and preparedness capabilities by
Notes: supporting flexible,sustainable,secure,strategically located,and fully interoperable EOC's with a focus
on addressing identified deficiencies and needs.EOC Program will provide funding for equipping,
upgrading,or constructing the EOC Projects.Only State Administrative Agencies on behalf of state and
local units of government with identified projects are eligible to apply.The State of Alaska would need to
select and list Seward's project as their eligible project for future Fiscal Years to be eligible for funding.
Grant/Loan Public Works and Economic Administrator US Economic Development Administration
Program Adjustment Assistance(PWEAA)
Program
Funding Range $100,000 to$30,000,000 Minimum Match 20-50%dependent on unemployment
rates and/or per capita income thresholds
Description/ EDS intends to advance general economic development in accordance with EDA's investment priorities,
Notes: but also to pursue projects that incorporate specific priorities related to equity,workforce development,
and climate change resiliency so that investments can benefit everyone for decades to come. Includes
funding for design and engineering,construction,rehabilitation,alteration,expansion or improvement of
public works,public services,or related department facilities.Applications are accepted on a rolling basis
(there are no application submission deadlines).
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Codes & Standards
The findings in the report have been developed in accordance with the following standards
and best practices.
NFPA 1201 - Standard for Providing Fire and Emergency Services to the Public. This standard
from the National Fire Protection Association provides guidance on service levels of fire
and emergency service of organizations as well as its organizational structure. Utilizing this
standard in the design of a new facility ensures a comprehensive approach to planning.
NFPA 1710 - Standard for the Organization and Deployment of Fire Suppression Operations,
Emergency Medical Operations, and Special Operations to the Public by Career Fire
Departments
NFPA 1720 - Standard for the Organization and Deployment of Fire Suppression Operations,
Emergency Medical Operations, and Special Operations to the Public by Volunteer Fire
Departments
NFPA for Miscellaneous Components - In addition to the NFPA standards mentioned above
a number additional NFPA standards are utilized in the planning of specific areas within the
station such as:
• NFPA 1851 for the decon room
• NFPA 1402 for training components
• NFPA 1583 for health and fitness programs
• NFPA 1500 for health and safety
ISO - Insurance Services Offices Fire Score ratings are used to assess how well a department
is equipped to protect its community. Seward Fire Department currently has a 3/3Y rating and
components of the new facility are designed to improve this rating.
IAPC - Police Facility Planning Guidelines. This standard from the Internation Association of
Police Cheifs provides guidance on developing a comprehensive planning approach beginning
with needs assessments and Predesign documentation all the way through construction
completion and occupation of a new facility.
Evidence management Institute - Evidence Management Institute standards and best
practices designed to provide a strong foundation for evidence management
American Correctional Association - Performance based standards for Adult Local Detention
Facilities
International Building Code 2021 - Model building code adopted by the City of Seward for
commercial construction.
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Community & Growth Profile
COMMUNITY PROFILE
The City of Seward is situated at the northern end of Resurrection Bay on the southeast coast
of the Kenai Peninsula. The city is an ocean terminus of the Seward Hwy and Alaska Railroad,
the two land connections to Southcentral and Interior Alaska. Resurrection Bay serves as the
gateway to Kenai Fjords National Park and is framed by mountains that enhance Seward as a
destination and strategic location for maritime, recreation, tourism, and commerce activities.
The City of Seward and the adjacent neighborhoods in Bear Creek and Lowell Point make up
the greater Seward area, with essential services, employment opportunities, and community
amenities including grocery, pharmacy, healthcare, educational and institutional facilities
located within city limits. Seward is home to the world-class Alaska Sea Life Center, the
Alaska Vocational Technical Center, the University of Alaska's Institute of Marine Science,
and the Alutiiq Pride Shellfish Hatchery. Seward is an in-demand destination for recreation,
employment, and those seeking a high-quality of life in a tight-knit ocean side community.
POPULATION
According to the 2020 Census, Seward had a population of 2,717 and had experienced a 1.4%
growth from 2019. Seward's population has experienced minimally significant population
change for the past three decades, with total year-round populations fluctuating between
approximately 2,700 and 2,850. The population outside of city limits is slightly less than
that of the city proper per the 2020 Census, for an approximate total of 5,000 people in the
greater Seward area (Bear Creek, 2,129 and Lowell Point 79). It is important to note that the
population of the greater Seward area are largely employed within city limits and come into
the city for services and daily amenities including getting groceries, gas, mail, etc.
Between Memorial Day and Labor Day Seward has a significant population influx. There
are roughly 1,500-2,000 seasonal employees that come to work in Seward for the summer
supporting the tourism and fishing industries. With the added cruise ship and tourism traffic,
Seward averages about 10,000 visitors a day with the peak being about 30,000 visitors on
the 4th of July for Seward's popular holiday celebration.
The term for the Needs Assessment ranges from current conditions to 20+ years in the future
The 20 year duration was selected to align with the projected usable life of the proposed
facility. However, most government buildings are used long past their expected lifespan.
GROWTH PROFILE
Based on AK Department of Labor and Workforce Development data, population growth for
Seward and the Kenai Peninsula Borough is projected to be low-to-negative through 2045.
However other data indicates that Seward's population is constrained by its housing shortage,
not general lack of interest or employment opportunities. There are active and continuing
efforts to increase housing supply within City limits underway so the assumption is for low
but not negative growth rate.
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Community & Growth Profile
The graphics below cover the projected growth rate for Fire Department and Police
Department staffing.
Fire Department Staff Projections
Current Actual Current Need Future(20 Years)
Position Total Largest Shift Total Largest Shift Total Largest Shift
Chief 1 1 1 1 1 1
Deputy Chief 1 1 1 1 1
Fire Inspector 1 1 1 1 1
Admin 1 1 1 2 2
Admin Volunteer 1 1 1 1 1
EMS Chief 0 0 0 1 1
Training Officer 0 0 1 1 1 1
Emergency Manager 0 0 0 0 1 1
Volunteer 18-20 - 40 - 20 -
Full Time FF/EMT 1 1 1 9 3
Full Time FF/Medic - - 6 2
Building Official 1 1 1 1
Police Department Staff Projections
Current Actual Current Need Future(20 Years)
Position Total Largest Shift Total Largest Shift Total Largest Shift
Chief 1 1 1 1 1 1
Deputy Chief 1 1 1 1 1
Sergeant 1 1 2 2 2
Patrol Officers 4 4 8 10+ 10+
Dispatch Super 1 1 1 2 2
Dispatchers 5 5 5 8-12 8-12
Jail Supervisors 1 1 1 1 1
Jailers 2 2 5 5 5
Assistant to Chief 1 1 1 1 1
DMV Clerk 1.5 1.5 1.5 2 2
Evidence Tech/Records 0 0 0 1 1
IT 0 0 1 1 1
Custodian 0 0 0 1 1
Animal Control Super 1 1 1 1
Animal Control Officer 1E]1E 1 2 2
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Existing Conditions : Fire Dept
The Seward Fire Department is a cornerstone of its community. It is located at the heart of
downtown Seward and not only provides emergency response services to the community
and public education, but it is also a critical piece of creating the Seward community culture
by participating in numerous events throughout the year including the 4th of July Mount
Marathon Race, Halloween Carnival, parades and an Angel Tree program. Their role in the
community means there is a lot of pedestrian foot traffic and station tours, especially in the
tourist season during the summer. The volunteers desire space to host more community
events, such as CPR classes, pancake breakfasts, spaghetti dinners, ect.
The department is primarily volunteer operated through 401c, but has recently hired its first
full time firefighter. In the future, the department is looking to hire a handfull of additional
firefighters to provide consistent service to its community. The volunteer aspect of the
department will likely continue into the future utilizing a combination of carrier and volunteer
firefighters to provide service. Since volunteerism is an essential part of how the Seward
Fire Department provides its services, retention and training of volunteers is the driving
force behind the new facility planning. Retention of volunteers is increasingly difficult due
to financial pressures in the current economy and modern lifestyles, which underlines the
importance of design for volunteer retention in a new facility. Space, locations, and weather
affect the ability to train current and new volunteer firefighters.
Call volume for the department has been steady at about 350 per year. The rate of these calls
changes throughout the seasons, however, the summer tourist season drastically increases
the call volume.
Emergency services provided by Seward Fire Department include:
• Fire Suppression and prevention
• Inspections and community risk reduction
• Marine Fire Fighting and Rescue
• Mountain Rescue
• Basic Hazmat Operations
• Building Department is housed in and operated by the Fire Department
• Emergency Medical Service is anticipated to be a future service to be provided
• Basic water rescue
• Fire marshal plan review
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Existing Conditions: Fire Department
The new facility planning should not only look to the needs identified in the subsequent
section, but look ahead to future needs of Seward emergency services. Those future needs
are primarily identified as:
• Transitioning from a volunteer to a combination volunteer / carrier operated department
• Implementing Emergency Medical Services
• Acting as an Emergency Operations Center (EOC)
The primary goal for the replacement of the existing Fire Department facility is to improve
operational deficiencies, increase the ability to provide effective emergency services to the
Seward community and provide flexibility for the future. The Fire Department provides many
more services to its community than other facilities that share the same name. They go
above and beyond by providing building department services, events for its community and
the need to train and retain volunteers that need to be taken into consideration in the scope
of the new facility as well.
The Seward Fire Department has done an admirable job of maintaining its existing facility
which is far beyond its useful life cycle. There is only so much they can do when the facility
itself lacks the space and infrastructure to meet modern emergency response standards
for operations, health and wellness as well as serving its public-facing services within the
building. Emergency response standards have drastically evolved over the years to provide
better service and a safer long term environment for those providing the service. The existing
1963 facility is unable to accommodate this modern practice.
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Existing Conditions: Fire Department
STORAGE PLANS STORAGE EVENTS STORAGE-BUNKER GEAR EMS
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Existing Fire Department: First Floor Plan
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Existing Conditions: Fire Department
GENERAL
• The facility is currently located within a tsunami
inundation zone. Yti ,
• There is known to be asbestos building materials within
the existing facility.
• In general, almost every space does not have the
space that it requires for proper and safe storage of §'
materials (see figure 15).
• Security is highly deficient in the existing facility. There •
is almost no separation of public and private zones x y
• Most systems within the building have degraded or do
not provide the appropriate infrastructure for current
needs including:
• HVAC system is far beyond its useful life
• IDF and IT infrastructure does not have dedicated
space within the building and is mounted on the
kitchen wall (see figure 1)
• Plumbing, valve seized, leaks, corrosion
• Electrical
• No sprinkler or modern alarm system
PUBLIC
• The public entrance to the existing station is not ADA
accessible. This is especially problematic since Building
Department services for the City of Seward are located
in this facility, which need frequent public interaction
(see figure 2).
• There is no space for someone needing to fill out
paperwork for the building department to do so. ►
• There is no lobby space within the existing facility '
which means that there is no control over the public
accessing private office space upon entry, and if the
admin personnel needs to step away for a moment,
the public can access the apparatus bay directly. A
new facility should have a welcoming lobby, but also
provide an access point between the lobby and private
administrative functions (see figure 3). �+11rI�1
• The location of the current training room is such that
visitors need to walk through the apparatus bay from
the front door to access it. An apparatus bay should be
secure from the public to prevent interference with the
ability to respond to emergencies and prevent injuries
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Existing Conditions: Fire Department
• Current training room is undersized for its average
use and desired capacity. It also does not have
appropriate storage to create an effective, flexible �..
space where tables and chairs can be stored away for
multiple functions (see figure 4).
ADMINISTRATION • `
• There is little or no acoustic separation between
existing offices and the apparatus bay causing a
disruptive working environment.
• No secure file storage in existing facility.
• There is no space for a building official to meet with
a member of the public.
• All offices are sized for one occupant, but are being
shared by two occupants (see figure 5), so there is no
privacy between occupants.
• No separation between vehicle exhaust and office • •
spaces
LIVING 90
• Bunk rooms do not have sufficient acoustic a ;.
separation to meet current codes for sleeping rooms.
• Bunk rooms are not designed to be gender inclusive .
by providing individual spaces for sleeping and
restrooms (see figure 6).
• The number of bunks does not support future
growth.
• The current facility lacks a day room, which is
standard practice to allow for proper decompression
and metal wellbeing in the firefighting profession. w�
• Kitchen is far undersized for the amount of �p _
volunteers that support Seward emergency
services (see figure 7&8).
• Low ceiling height in fitness room limits the type of
equipment that can be utilized (see figure 9). _ � "
DUTY CREW REPORT '
x
• There is no space within the existing facility for the
crew to fill out paperwork and do individual training.
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Existing Conditions: Fire Department
APPARATUS
• Does not have proper clearance around apparatus
to meet NFPA making - -g g performing routine ;
tasks, such as checking off apparatus difficult (see '� J7P
W :
figure 10). This makes It unsafe when backing In
apparatus.
• Apparatus bay has insufficient drainage and no oil
separator, where snow, ice, and rainoff apparatus
floods the offices. ,
• Floors do not have proper slip resistance.
• There is no dedicated decon room in the existing
facility, which is a major concern from a health
and safety standpoint and does not meet NFPA
regulations. The carcinogen-containing water
discharge from the extractor goes right into the
trough drains in the existing bay (see figure 11)
• Without a dedicated decon room, SCBA washing
occurs within the same sink as general shop washing.
NFPA requires dedicated washing for SCBA gear for
health and safety purposes (see figure 12).
• There is no fire resistive assemblies separating stored
vehicles and sleeping areas. �
• Apparatus bay does not have sufficient ventilation
and is not negatively pressurized which is a long term
health risk for occupants.
• Hose storage is insufficient for current needs.
• There is not a dedicated bunker gear storage room
in the facility which means that bunker gear is being
stored in the apparatus by which is against NFPA
regulations since it is sensitive to exhaust and UV Y :j
rays. This voids the warranties on the gear and f 1p
increase operational costs Additionally, storage in the
bay does not allow sufficient space to access the gear
affecting response times (see figure 13).
• The shop with the compressor room does not have
sufficient ventilation and causes the compressor to
overheat.
• There is no infrastructure for vehicle washing in the ',.
existing apparatus bay, which means that it must be
performed on the public street creating a hazardous
situation that has already nearly lead to an incident of
a firefighter being struck.
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Existing Conditions: Fire Department
• There is limited ability to maintain and repair
apparatus.
Rollup doors are much slower than their modern '
counterparts, slowing response times.
• The apparatus bay is not large enough to house all 1 _
pp Y g g
of the apparatus owned by Seward Fire Department,
further impeding the ability to improve the current
ISO rating. `
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TRAINING
• There are currently no training facilities on site, they
are located across the bay and are inaccessible during
the winter time which impedes the department's
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ability to keep up volunteer training.
• Training tower across they bay is only 2 stories
inhibiting the ability to improve the current ISO rating.
GROUNDS
• The apron length outside of the apparatus bay is
much too short and impactsthe ability to safely enter
the public right of way.
• There is no indication system to alert pedestrians and
drivers of emergency vehicles exiting the apparatus
bay.
• No space to check off apparatus, wash apparatus, or
perform routine maintenence.
• No hydrant to train on or fill apparatus.
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Exist. Conditions : BuildingDept
The City of Seward Building Department is responsible for regulating and overseeing new
construction within the City limits. The Department is charged with ensuring that all new
construction is completed in compliance with the City's adopted building codes and safety
standards. The Department provides the following services.
• Plan Review: The Department reviews architectural and engineering plans for proposed
construction projects to ensure they meet the adopted safety and Code standards.
• Issuing Building Permits: Review and processing of applications for new construction.
• Building Inspections: Building inspectors from the Department conduct inspections at
various stages of construction to verify that work is being done in accordance with the
reviewing plans and adopted building codes.
• Addressing Code Violations: When buildings are not constructed or maintined in
compliance with Code, the Department can issues notices of violation and work with
property owners to bring the structures into compliance.
• Technical Consultation: The Depart will work with property owners, designers, and
developers during the early stages of a project to ensure the project is designed and
developed in a manner consistent with the adopted Codes and standards.
• Disaster Response and Recovery; In the case of a natural disaster or emergency, the
Department is involved in assessing building safety, issuing permits for repairs, and
assisting with recovery efforts.
• Managing Building Project Records: The Department keeps copies of projects that have
been submitted and permitted for construction in the City as a historical record of work
completed.
The City of Seward Building Department is located within the existing Fire Station and staffed
by members of the Fire Department. The Fire Marshall is Chief Crites and the Building/Fire
Inspector is Firefighter Adam Sayler.
The existing facilities for the Building
Department consist of an office and shared
storage in the basement. The office houses �
the Building Official and Fire Inspector and is
directly off of the Apparatus Bay. The office
itself is moderately sized but is lacking in e
general storage, refer to Fig 16.
There is no direct access from the reception
area to the office; to access the office, the
general public will have to walk thru either the
apparatus bay or the Fire Chief's and Deputy Fig. 16
Chief's Offices.
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Existing Conditions: Building Department
The basement storage space is accessed
by leaving the Fire Department proper and
descending to the basement. The room is located ^
off of the physical fitness area. The room itself
is moderately sized but is sharing space with
general Fire Department storage which reduces
capacity for storing drawings, see Fig. 17.
There is very limited space to engage with
the public and review projects that does not
conflict with the daily activities within the Fire
Department. Fig. 17
While a relatively small department with the City, the Building Department plays a vital role
in safeguarding public safety, ensuring the integrity of structures, and promoting orderly and
responsible development within the City. The new facility should support the mission of the
Department with spaces that are tailored to specific Building Department functions.
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Existing Conditions : Police Dept
Seward Police Department has done an admirable job of maintaining its existing facility
which is far beyond its useful life. The facility itself lacks the space and infrastructure to meet
modern policing standards for internal and external operations and to provide safety of staff
and the public and housed offenders. Its public-facing services within the building are very
limited and not welcoming as well as not providing current accessibility standards for visitors
or staff.
The new facility planning should not only look to the needs identified in the subsequent
section but look ahead to future goals of Seward Police services. Those goals are primarily
identified as:
• Provide an open and inviting public lobby as well as community space for the city of
Seward
• Provide adequate spaces and technology to serve the Police and civilian staff in an
efficient and secure facility.
• Provide a modern, secure jail to humanly house adult male and female offenders as well
as limited juveniles.
• Acting as an Dispatch Center for police operations
The primary goal for the replacement of the existing Police Department facility is to improve
operational deficiencies, including internal relationships between departments, enhanced
security measures to protect public facing staff and provide a secure process for receiving
and processing sensitive evidence as well as defining the secure police staff and incoming
offender entry points with modern jail facilities that meet all requirements of the American
Correctional Association physical plant standards.
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Existing Conditions: Police Department
SERVERS
PATROL CHIEFS DEPUTY
OFFICE CHIEF OMEN
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Existing Conditions: Police Department
GENERAL
• The facility is currently located within a tsunami
inundation zone.
• There is known to be asbestos building materials
within the existing facility.
• In general, almost every space does not have the
space that it requires for proper and safe storage of
materials.
• Security is highly deficient in the existing facility.
There is no separation of public and police staff
zones.
• Most systems within the building have degraded or do
not provide the appropriate infrastructure for current
needs including:
• HVAC system is far beyond its useful life
• IDF and IT infrastructure is within the building but has
been in a "make do" situation.
• Plumbing
• Electrical
PUBLIC
• The public entrance to the existing station is not
ADA accessible, refer to Fig. 18 with individual
shown for scale. This is problematic in that special
accommodation must be made when access is needed
prior to access.
• The public lobby is undersized, and reception/dispatch
does not have a visual connection to the lobby. Once
the Lobby is reached, further ADA access is not
provided.
• There is no control over the public accessing private
office space upon entry, and if the admin personnel
need to step away for a moment, the public can
access the "secure zone" without permission. A
new facility should have a welcoming lobby, but also
provide an access point between the lobby and police
administrative functions.
• Public access to fingerprinting and inmate visiting is
through the jail booking area, refer to Fig. 19 showing
basement access door. Stairs up to grade are behind
door labeled 'EXIT'. It should be accessible from or at -
the lobby.
Administration
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Existing Conditions: Police Department
The Police Chiefs office space is too small and does
not provide meeting space within the office, refer to
Fig. 20
• The overall Administration area is also too small
and not properly located to the areas served.
• Most offices are undersized and do not
accommodate meeting space within the office.
PATROL
• Patrol is currently sized for 1 -2 officers, but up to 4
officers may use the office at one time, refer to Fig.
21 and Fig. 22 --
• A properly outfitted patrol room with file storage,
equipment storage and other needs does not exist. �
• Dedicated staff and patrol entry points are not
provided, as well as secure parking for staff. '
• Dedicated spaces for various interview needs are
not provided.
• Locker rooms and staff training areas are
nonexistent or inadequate.
• Evidence receiving processing and storage does u
not have a secure transfer process and storage is
inadequate and not designed to current standards,
refer to Fig. 23
• Drug testing area is not properly provided.
• Space for large evidence or vehicle storage does
not exist. '
• Secure parking for Police services and staff is not
provided. Public parking is limited.
f
•
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Existing Conditions: Police Department
BREAK / LUNCH
• Break room is too small to accommodate staff,
Kitchen area is inadequate and not sized for future
growth, refer to Fig. 24
JAI L
• ACA standards are not accommodated. ' '
• Existing cells do not meet current ADA standards.
• Lack of natural Lighting, refer to Fig. 25
• Access to personal hygiene and plumbing fixtures.
Only one shower is functional.
• The ability to properly classify inmates by security
levels is limited.
• Adequate dayroom space is not provided.
• Line of sight supervision not provided without staff
moving to each area, refer to Fig. 26
• No secure outdoor recreation.
• Inadequate space allowed for storage of supplies, •
clothing, etc.
• Intake/Booking area is not ADA accessible and
secure passageway from a Vehicle Sallyport does
not exist.
• The storage room for issued inmate clothing mixes
inmate property with inmate personal clothing and
property, and staff uniforms, refer to Fig. 27
• Jail Kitchen primarily prepares frozen meals. If _
this was to change, equipment is not provided to
accommodate. Appliances are residential quality
and need updated. Food storage is adequate for 1 to '
2 weeks' worth of supplies.
TRAINING
• There are currently no training facilities on site,
GROUNDS
• Public parking is inadequate.
• Secure Patrol and Staff parking is not provided.
• Secure vehicle sally port for incoming arrestees is
not provided.
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Existing Conditions : DMV
The City of Seward Department of Motor Vehicle is responsible for a varity of motor-vehicle
related services and functions. While many of the tasks performed by the City's DMV have
migrated online, the office continues to provides the following in-person services;
• Issuing Driver's Licenses
• Vehicle Registration: Registration and renewal of motor vehicle registration
• License Plates: Issuing and managing license plates for registered vehicles including
personalized and specialty plates.
• Vehicle Titles: Issuing ownership titles for vehicles.
• Driver Education and Testing: The State of Alaska currently provides 1 kiosk with driver
education and testing programming. The DMV Clerk is qualified to proctor in-person
driving tests.
• Driving Records: Maintain driving records for licensed drivers.
• Commercial Driver's Licenses: Issuing commercial driver's license and conducting CDL
(Commercial Driver's License) testing.
• Disable Parking Permits: Issuing permits for disabled individuals to use at designated
parking spaces.
• Vehicle Safety and Recall: Provide information to vehicle owners about safety recalls and
assist in addressing recall-related issues.
• Vehicle Transfer of Ownership: Facilitating transfer of ownership and associated updates
to vehicle registration.
The DMV is located on the 2nd floor of the City Hall building in downtown Seward. There is
currently one employee; the DMV clerk.
The existing facilities for the DMV consist of one moderately sized room with specific areas
for waiting, the clerk's workstation, testing, information brochure, and individual photos. The
space is adequately meeting the DMV's needs with some notable deficiencies.
• Lack of private area to accommodate a longer meeting with the Clerk and a customer.
• Security/Access Control between Clerk and general public: There is no barrier between
the clerk and the general public. Additionally, the Clerk enters and exits the office via the
same entrance as the general public.
• If the Department were to grow, there is no available space for an additional employee.
With a staff of one, the Department does not have any staff redundancy.
• Road tests for driver's currently occur on public roads which can be a hazard; a dedicated
area for testing is desirable.
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Space Needs Assessment
The following spreadsheets summarize the Design Team's findings for the space needs of the
City of Seward Public Safety Departments; Police, Fire, Emergency Medical Services, Building
Department, and Department of Motor Vehicles.
The summary sheet includes existing square footages for each department, the current need,
and the future need based on growth projections over 20 years.
SPACE PLANNING SUMMARY- BUILDING
DEPARTMENT GROUP EXISTING SF CURRENT NEED FUTURE NEED
SF SF
Public 639 3,428 3,428
Administration 936 2,706 3,246
FIRE DEPARTMENT A` Living 2138 3,700 4,680
Duty Crew Report 0 200 200
Apparatus 3274 10,540 10,540
Fire Dept.Subtotal 6,987 20,574 22,094
Grossing Factor @ 35% - 7,201 7,733
FIRE DEPT TOTAL BUILDING AREA SF 6,987 27,775 29,827
Public Access Zone 940 3,500 3,500
Police Administration Zone 565 1,740 1,740
Department of Motor Vehicles 472 625 635
POLICE DEPARTMENT Patrol 235 1,510 1,660
Evidence 200 935 935
Police Operation Support Services 80 3,500 3,500
Detention 1,185 3,750 3,750
Police Dept.Subtotal 3,677 15,560 15,720
Grossing Factor @ 35% - 5,446 5,502
POLICE DEPT TOTAL BUILDING AREA(SF) 3,677 21,006 21,222
SPACE PLANNING SUMMARY-SITE
CURRENT NEED FUTURE NEED
DEPARTMENT GROUP EXISTING SF SF SF
FIRE DEPARTMENT JSite Development 3,750 25,500 25,500
POLICE DEPARTMENT Site Development 800 22,300 24,100
TOTAL SITE AREA SF 4,550 47,800 49,600
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68
Site Analysis
CURRENT FACILITY SITES
All departments being considered in this 14
Public Safety Building Needs Assessment
and Site Selection Study are currently
located on a 1.85-acre campus comprised
of two sites: City Hall, and the Fire Station
Complex. This campus is in the heart of
Downtown Seward and the public safety
facilities are approaching or beyond
their anticipated design life and are not
sufficiently meeting the needs of the S
community as noted in Needs Assessment
portion of this report.
FIRE AND POLICE SERVICE AREA
Seward Fire Department and Police
Department service all areas within city
limits. When backup is needed by State
Troopers or other first responders outside
of city limits, such as in Bear Creek or
Lowell Point, Seward Departments may
respond. See Needs Assessment for more Figure 1. city of Seward Boundary Map
information.
CRITERIA FOR SITE SELECTION
Site evaluation is an essential step when exploring renovation of an existing facility,
acquisition of an adaptive re-use facility, or new construction for public facilities.
Opportunities for a single shared facility or combination of multiple facilities on separate or
shared sites are being considered and will be dependent on available compatible sites and
programming recommendations. Locational considerations are crucial to ensure facilities
are properly located for effectiveness and their ability to response to emergency situations.
Multiple resources on facility planning and site selection studies were reviewed to inform
this effort, including Police Facilities Planning Guidelines by the International Association of
Chiefs of Police, to ensure best practices are being applied.
Some locational considerations will be more significant to some departments than others;
for example, ease of accessibility for the public will be very important for the Building
Department and Department of Motor Vehicles who are customer-facing services, but
less significant for Dispatch. Therefore, each site will be evaluated using the locational
considerations for each department or programmed department pairings as defined in the
Needs Assessment. Sites are being evaluated for their ability to comply with or support the
following considerations and meet minimum requirements where noted.
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Site Analysis
LOT SIZE AND CONFIGURATION
SIZE
The site should be appropriately sized to accommodate the square footage of anticipated
building(s), associated parking, turnaround spaces, storage, and other accessory structures.
Lot size should be based on future need to ensure sufficient space for expansion if the new
facility(s) are not fully built out at time of construction.
Table 1.Site Size Estimations
Future Need Future Grounds
q� )
Need (s ft. Site Size(sq.ft.)
Building Size(sq.ft.)
Fire Station 29,827* 25,500 Approx.100,000(2.2-2.4 acres)
Police Station 21,087- 24,100 Approx.85,000
(1.8-2.1 acres)
Combined Building 47,874- 37,200 Approx.125,000(2.7-3.1 acres)
Combined Campus(separate 50,914 37,200 Approx.130,000(2.8-3.2 acres)
buildings,same site)
CONFIGURATION / SHAPE
The shape of a parcel can limit site design options, especially for fire stations where parking
and maneuvering of large vehicles occurs daily. Triangle or highly irregularly shaped parcels
are not recommended due to inefficiency and limitations, unless they are larger than the
recommended site size and comply with other locational criteria of particularly high value.
Fire station apparatus bays typically require long street frontages on either side, so unless
there is a pull-through option for street access on either side, sites without right-of-way on
the longer sides of the parcel should be avoided.
VEHICULAR & PEDESTRIAN ACCESS
The site must have enough space for department vehicles to maneuver safely and reliably,
including ingress and egress to the site, within the site, and in and out of the apparatus bays
as needed. While site design and circulation layout are not yet known, vehicular maneuvering
space, employee parking, and vehicle storage needs have been taken into considering in the
Site Size calculation shown under Lot Size & Configuration.
Opportunities for appropriate driveway/access points that accommodate emergency response
vehicles' turning radius, have sufficient sight distance and separation from other driveways
or intersections, and manageable travel speeds of vehicles on access roads should be taken
into consideration. Access roads to a public safety building should be of sufficient width to
allow for vehicles to pull over/yield to responding emergency vehicles (fire truck) and be well
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Site Analysis
maintained. The Fire Department responds to calls from their station; therefore, the station
should be located where there is relatively quick access to major throughfares, with minimal
navigation through intersections requiring stops or make numerous turns to access primary
roadways. Two points of vehicular access are recommended in case an emergency or traffic
blocks one entrance.
Many departments interact with members of the public daily, including the Fire, DMV, and
Building Services and therefore need to be in an accessible, easy to find, and visible location.
The Fire Department also serves as a community gathering place, so ensuring accessibility
and visibility for the public-facing spaces of is of higher significance for locating their
facility. Space for sufficient parking for visitors/customers is needed and the site should be
connected by nonmotorized infrastructure (sidewalks, pathways, trails) where possible.
TOPOGRAPHY & PHYSICAL CONSTRAINTS
The site must be suitable for long term stability of built infrastructure with as minimal risk
to damage from natural and human hazards as possible. This includes selection of a site that
is ideally outside of floodplains, wetlands, away or buffered from waterbodies, has, or can
have stormwater control, and is outside of the tsunami inundation zone. Tsunami inundation
information is being sourced from the 2022 Report of Investigation 2022-3 Updated Tsunami
Inundation Maps for Seward and Norther Resurrection Bay, Alaska, published by the State
of Alaska, Department of Natural Resources Division of Geological and Geophysical Surveys,
which includes multiple inundation scenarios which are taken into consideration in this
assessment (the fewer scenarios a site may be inundated under, the higher the scoring for
this criteria). Seismic, soil, and gravity loading, and overall topographic conditions should
also be considered. Sites that are on stable soils with relatively flat terrain are typically
recommended as they limit the potential cost and impact of leveling the site to accommodate
the public safety facility.
SECURITY
Proximity to other buildings and hazardous material storage or transfer sites should be
considered. This is rooted in concerns for security; the potential for toxic spills, fires,
explosions, or ill intended actions to impede the operation, safety, or security of the public
safety facility is heightened if located close to buildings on higher ground with views into the
facility, near concealed rights of way, or immediately adjacent to raised structures, major
transportation facilities, or those handling hazardous materials.
At least two means of ingress or egress for police and first response vehicles is recommended
in the event one access point is blocked. Secured fenced parking and impounded vehicle
bays and seized vehicle garage are also needed on site for the Police Department, and those
facilities should be intentionally location with security concerns in mind.
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DNR, Division of Geological & Geophysical Surveys, 2022
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Site Analysis
PROXIMITY TO CONCENTRATION OF CALLS
Distance traveled from the origin facility to the location of the situation requiring response
directly correlates to response times. The fire station should be as centrally located to
the area it serves and the major call-response areas as practical. Police efficiency does
not require the same central locational criteria as fire since generally officers are in their
vehicles on patrol when dispatched.
The image to the right shows the approximate location and frequency of call responses
from the Fire Department from 2019-
2021. Frequencies are represented by g' °
color and size of dots on the map, high o a m
0 0
frequency is represented by larger ° CO
red dots while lower frequency calls S 0�/#
are represented by small blue dots. Cb o,
Calls are spread across the city's core UC °_. ,;
and is reflective of where residential, m °0
commercial and employment areas are
concentrated. 00i
While the Seward Marine Industrial ee�
Center (SMIC) does not currently have g
a concentration of emergency calls or ot
dense population, proximity of a new
public safety building to SMIC should °
be taken into consideration as there
is potential for more residential and °
commercial development on this side
of the Bay. Proximity to the port and 0
airport should also be considered as
need for first responders at these o
locations, which are the transportation ° °
hubs for residents and tourists, will
grow as more aircraft or vessels use Figure 3. Emergency Response Calls Recieved 2019-2021
the facilities.
ACCESS TO UTILITIES
Existing utility infrastructure should be present at or near the site. This includes general
connections or the ability to easily establish connections to all needed utilities, and the
ability to integrate redundant systems. Public safety facilities (fire, police, dispatch, and
EMS) should be operational during and after an emergency event, regardless of the cause;
redundant systems may include electric power, potable water, telecom/communications, and
air-handling systems.
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Site Analysis
ADJACENT LAND USES & ZONING
The context of the adjacent neighborhood is an important consideration for operations,
community acceptance, and permitting. Neighborhood trip generators should be examined
and avoiding adjacent land uses that have predictable high volume travel times (such as
schools) is recommended as they could block or delay response vehicles or access to public
safety building site due to extended queuing.
Potential negative impacts to adjacent land uses, particularly residential areas, should
also be taken into consideration. This may include increased levels of noise, lighting, odor,
creation of visual barriers, or other potentially negative impacts that may not be able to
be sufficiently mitigated without limiting the operation of the facility. The recommended
site should be compatible with the adjacent land uses and therefore likely supported by the
community.
There may be programing and accessibility advantages for co-locating or locating public-
facing public safety department facilities in closer proximity to other government or
community facilities. The training room of the existing fire station regularly serves as
meeting or gathering space for staff at the neighboring City Hall, the Police Department, and
public forums; the ability to easily walk between regularly used gathering spaces could be an
advantage. Current zoning should allow/permit the facility or should be compatible with the
land use plan and therefore would be reasonable to be rezoned to support the facility.
SUMMARY OF CONSIDERATIONS
Staff of the Fire Department and Police Departments provided ratings of significance for
each criterion to inform the process and guide decision making when determining a final
recommendation. Sites were first considered using an unweighted assessment; each criterion
was given the same amount of significance. Then the sites that scored well using the
unweighted assessment were discussed and considered against the significance indicators
provided by public safety staff.
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Site Analysis
Table z Summary of Site Selection Considerations&Department Staff Ratings of Significance
Significance to Department 0 low-5 high)
Site Selection Consideration Fire/EMS Police Building DMV
Lot Size 3 2 1 2
Lot Configuration 3 4 1 3
Vehicular Access
On-site circulation and large vehicle maneuvering 5 2 2 4
Access roads have appropriate speeds and is near major
4 3 3 3
throughfares(Seward Hwy,3'd Ave, Nash Rd.)
Access roads are in a state of good repair and have
desirable widths for vehicles to pull over for response 5 3 2 3
vehicles to pass
Two driveways or points of ingress/egress 3 5 2 2
Easy Public Access(visible,convenient) 5 4 5 4
Pedestrian Access(connected to existing nonmotorized
3 3 3 3
infrastructure)
Topography& Physical Constraints
Outside of Floodplain,free of wetlands and waterbodies 4 5 4 2
Outside of tsunami inundation zone 4 5 3 2
On stable and development-supporting soil 4 5 3 5
Relatively flat topography 4 3 2 2
Security
Separated from hazardous material storage or transport
4 4 3 2
facilities(port,railroad, Hwy if applicable)
Lack of inward or invasive viewshed from neighboring
3 1 3 1
property
Secure-area compatibility(space,views,access) 3 5 2 2
Proximity to Concentration of Calls(centrally located) 3 2 1 1
Access to Utilities
Existing access to or ability to connect 4 5 4 5
Redundant system supporting 3 5 2 3
Adjacent Land Use&Zoning
Allowed/Permitted in Zoning District 2 3 2 3
Proximity to major trip generators(traffic jams) 2 3 2 3
Proximity to other community or civic facilities 3 1 3 1
Compatible with adjacent land uses 2 1 2 1
Ability to mitigate potentially negative impacts 2 3 2 3
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Site Analysis
SITES FOR CONSIDERATION
Seven sites were assessed for their feasibility of hosting a future public safety building(s).
The following sections provide an overview of the existing conditions of each site, including
size, current and planning land use, zoning, development standards, and environmental
information as available. Existing conditions summaries are based on publicly available data
and did not include any surveying activities, soil sampling, or other ground investigations as
part of this Needs Assessment & Site Selection Study.
Sites Considered: ~Fenaat��€��zFt an
A. Current City Hall & Fire Station
Complex „
B. Fort Raymond Facility
Remainder
C. Forest Acres Campground
D. State of Alaska DOT Facility
(former facility site) '
E. Carol Griswold Property 1
F. Carol Griswold Property 2
G. Dieckgraeff Highway Property
H. UAF Rae Building Property , g
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Site Analysis: Site A
SITE A. CURRENT CITY HALL & FIRE
STATION COMPLEX =
Multiple parcels are being considered
as a single option for redevelopment to ,
provide improved public safety facilities
as well as continue to house City Hall, and
the departments within it, in its existing
building. Most parcels being considered as
part of the complex are either currently
owned or are intended to be owned by the
LU
City of Seward. Two lots would need to be
purchased, one from the Seward Volunteer
Fire Department and the other from GCI. _
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While the City Hall building would remain -
as is, looking at the parcels jointly allows
for maximum flexibility when it comes
to potential space layouts and building
n
orientations, as opposed to being bound
by existing lot lines and easements which
could be changed as needed in the future.
TITLE 15, PLANNING AND LAND USE -
REGULATIONS:
Zoning: Central business district (CBD).
Provides for an area of convenient, 12020ft
attractive, concentrated commercial ADAMs sr
development primarily intended for retail,
financial, entertainment and professional
services occurring within enclosed structures. Regulations applying to this zone are designed
to encourage a compact group of businesses of the type which are mutually beneficial and
located close enough together to encourage walk-in trade.
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are permitted by
right in this zoning district. Correctional or prison facilities are allowed conditionally.
Development Standards:
• Maximum building height- 34 feet
• Minimum buildable lot size - 3,000-9,000 square feet
• Setbacks - Front 0; Side 0; Street Side 0; Rear 0
• Maximum lot coverage - 100%
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Site Analysis: Site A
Parcel 14912008; Address: 328,322,316,310,308, Ownership: City of Seward,
No: 14912007; 306,300*Fourth Ave; Seward
14912006; 323,313,317,319,305*, Volunteer Fire
14912005; Fifth Ave. Department,
14912004;14912019; 404,410 Adams St.* GCI,
14912001;14912013;
14912012; ROW
Size: 1.68 acres Existing Fourth Avenue;Adams Current Fire Dept;City
(acres) Access: St;Fifth Ave; Land Use: Hall; DMV;Police;
commercial;
vacant/vehicle
parking.
Zoning: Central Business Land Use Plan Map:Central Business District
District
Municipal Lands Plan Recommendations are to retain land ownership,replat to vacate internal lot lines,and
Recommendations: continue to develop as an expanded City Hall-Public Safety Building Campus.
Water: Fourth Avenue, Fifth Sewer: Unnamed ROW(alley) Electricity: Unnamed ROW
Avenue
Flood No Tsunami Yes Wetlands: No Slope: <1%
Zone: Inundation:
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Office Residential Office Residential Commercial,residential,church
South: Central Business District Central Business District, Commercial,municipal
Park
East: CBD/Multi-family Central Business District Commercial,residential,vacant
residential
West: Central Business District Central Business District Commercial,church
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Site Analysis: Site B
SITE B: FORT RAYMOND FACILITY REMAINDER
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The 'Remainder of the Fort Raymond Facility' refers to a portion of 14502627 (as shown in
the image above). The city is currently undergoing architectural and site design for a new
Public Works Facility on the southern portion of this lot and will be applying for a subdivision
to separate the area dedicated for the Public Works Facility. As part of that subdivision,
Dimond Boulevard, from approximately the electrical utility easement (which includes the
alley way between Dimond Boulevard and the Utility Substation to the west visible in the
aerial image), south to the Seward Hwy will be vacated. The new Public Works Facility effort
has been in coordination with DOT&PF who have expressed approval for direct driveway
access from the proposed new Public Works parcel to the Seward Highway, but no public
ROW will connect the Seward Hwy to Dimond Boulevard. If this site is selected for a public
safety building, secondary access through the new Public Works site to access the Seward
Highway should be requested.
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Auto commercial district (AC). Intended to provide areas to accommodate highway-
oriented commercial activities such as offices, certain institutional uses, and limited personal
services and retail uses requiring substantial outdoor activity, traffic, and parking, and which
also serve the offices and nearby residential areas, and which do not materially detract from
nearby residential areas.
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are permitted by
right in this zoning district.
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Site Analysis: Site B
Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: 6,000-9,000square feet
• Setbacks: Front 10 ft.; Side 5 ft.; Street Side 10 ft. Rear 10 ft
• Maximum lot coverage: 50%
Parcel No: 14502627 Address: 2101,2105,21o9 Dimond Ownership: City of Seward
Boulevard
Size: 2.87 Existing Dimond Boulevard,Sea Current Vacant
(acres) Access: Lion Ave. Land Use:
Zoning: Auto Commercial Land Use Plan Map: Institutional
Municipal Lands Recommendations are to retain land ownership,replat parcel for the new Public Works
Plan facility and ROW easement,and lease or sell the remainder of the parcel with a sound
Recommendations: development plan.(Note:plan ID's parcel number as 14502607-KPB doesn't recognize
this number)
Water: Sealion Ave,Dimond Sewer: Dimond Blvd. Electricity: Dimond Blvd.&
Blvd. Sealion Ave.
Flood Not FEMA mapped but a Tsunami Yes Wetlands: No Slope: <1%
Zone: portion of site flooded in Inundation:
1995
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Institutional/Multifamily Institutional/Multi-family Seward Military Resort(recreational facility),
residential residential multifamily housing,and Seward Elementary
School
South: Institutional/Auto Institutional/Auto Vacant but is being planned for the new City
Commercial/Industrial Commercial Public Works Facility
East: Institutional/Auto Institutional/Auto Vacant,city may sell or lease to commercial
Commercial/Industrial Commercial tour company
West: Institutional Institutional Electrical substation
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Site Analysis: Site C
SITE C: FOREST ACRES CAMPGROUND
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Site C is approximately 8 acres and is known as the "campground" parcel as it currently
hosts the seasonal municipal-owned Forest Acres campground. The bike park adjacent to
the south is a separate parcel through recent subdivision, as recommended in the Municipal
Lands Plan, and has been recorded with the Kenai Peninsula Borough (though their public GIS
data has not yet been updated with the new property line). It is within the AE FEMA mapped
flood zone and has experienced flooding in the past. City water and sewer are not adjacent to
the site and would have to be extended if the site is developed, which is an action the city is
supportive of.
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Site Analysis: Site C
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Institutional district (INS). Public and private educational, administrative,
government and health care uses, including public land reserve for future public
development. The development standards are intended to set a high standard to assure that
the activities provide visual amenity to the surrounding area.
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are permitted by
right in this zoning district. Correctional or prison facilities are allowed conditionally.
Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: none
• Setback: Front 20 ft; Side 10 ft; Steet Side 10 ft; Rear 15
• Maximum lot coverage: 50%
Parcel No: 14502602 Address: 911 Hemlock Ave Ownership: City of Seward
Size: 8.23 Existing Seward Hwy,Hemlock Current Campground &
(acres) Access: Ave. Land Use: bike park
Zoning: Institutional Land Use Plan Map:Institutional
Municipal Lands Recommendations are to continue use as a campground and bike park.Subdivide
Plan campground from bike park and rezone bike park to Park. Lease or sell campground
Recommendations: portion with a sound development plan.
Water: Dimond Blvd.(not Sewer: Dimond Blvd.(not Electricity: Seward Hwy&
adjacent to site) adjacent to site) Hemlock Ave.
Flood AE;Flooded 1986&1995 Tsunami Yes Wetlands: No Slope: <1%
Zone: Inundation:
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Institutional,Multi-family Institutional,Single Family Vacant/Residential
Residential Residential
South: Institutional Institutional Bicycle Pump Park
East: Industrial Industrial Airport,Rail line and supporting
storage
West: Park,Multi-family Park, Multi-family Residential Vacant/Residential
Residential,Institutional
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Site Analysis: Site D
SITE D: STATE OF ALASKA DOT FACILITY (FORMER FACILITY)
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The site is owned by the State of Alaska. It may become available to the city under municipal
entitlement. The site hosts a DOT&PF maintenance shop and storage yard. In 2013, DOT&PF
built a new shop and maintenance facility, but this old facility remains in use. The City and
State have a MOU in place acknowledging this land use should move out of the core town
area. The site is adjacent to mapped flood zone and it is within the tsunami inundation zone.
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Institutional district (INS). Public and private educational, administrative, government
and health care uses, including public land reserve for future public development. The
development standards are intended to set a high standard to assure that the activities
provide visual amenity to the surrounding area.
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are permitted by
right in this zoning district. Correctional or prison facilities are allowed conditionally.
Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: none
• Setback: Front 20 ft; Side 10 ft; Steet Side 10 ft; Rear 15
• Maximum lot coverage: 50%
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Site Analysis: Site D
Parcel No: 14732006 Address: 408&412 B Street Ownership: DOT&PF
Size: 2.02 Existing B Street Current Maintenance
Access: Land Use: shop and storage
yard
Zoning: Institutional Land Use Plan Map: Institutional
Municipal Lands Recommendations are if the State Shop completely moves out of town,to pursue
Plan acquiring the properties under the municipal entitlement,and rezone to Urban
Recommendations: Residential (UR).
Water: B Street,C Street,center Sewer: East property line, Electricity: B Street
of parcel West,unnamed ROW;
Ballaine Blvd,
Flood No Note-eastern Tsunami Yes Wetlands: No Slope: <1%(with a small
Zone: boundary is adjacent to Inundation: hill of
AE zone approximately
11%)
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Park Park Park
South: Auto Commercial Auto Commercial,Urban Residential,Vacant
Residential
East: Park Park City Campground and Park
West: Auto Commercial Auto Commercial Commercial,church
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Site Analysis: Site E
SITE E: CAROL GRISWOLD PROPERTY 1
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This privately owned parcel would have to purchased. It has developed street access on
three sides and multiple access points to water and sewer. It is located near schools and
the emergency shelter. It is not in a tsunami inundation zone or mapped flood hazard
area. This site does not score well for public access and visibility, which is important to Fire
and Building Services. This location does rate well for invasive viewshed and secure area,
which is important to Police. The site exceeds the minimum lot size for all the options under
consideration. Potentially, the site could be subdivided, with a portion retained for public
safety, reducing or off-setting purchase costs.
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Single-family residential district (R1). Intended to provide for stable and quiet low
to medium density (one to five dwelling units per acre) detached, single-family residential
development, free from other uses except those which are both compatible and convenient to
residents of such a district.
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are allowed
conditionally in this zoning district.
• Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: 3,000 to 9,OOOsquare feet
• Setback: Front 20 ft; Side 5 ft; Steet Side 10 ft; Rear 10
• Maximum lot coverage: 35%
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Site Analysis: Site E
Parcel No: 14502136 Address: 2305 Oak Street Ownership: Carol Griswold
Size: 10.7 Existing Oak Street,Hemlock Ave., Current Vacant
(acres) Access: Crabapple Street Land Use:
Zoning: Single Family- Land Use Plan Map: Rural Residential
Residential
Municipal Lands N/A
Plan
Recommendations:
Water: Oak Street,Hemlock Sewer: Oak Street, Hemlock Electricity: Oak Street,
Ave.,Crabapple Street Ave.,Crabapple Street Hemlock Ave.,
Crabapple Street
Flood No Tsunami No Wetlands: No Slope: <1%
Zone: Inundation:
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Rural Residential Rural Residential Residential
South: Institutional Institutional Institutional(school)and medical
rehabilitation services
East: Institutional Rural Residential Vacant
West: Rural Residential,Single- Rural Residential,Single-family Residential,Vacant,water utility)
family Residential Residential
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Site Analysis: Site F
SITE F: CAROL GRISWOLD PROPERTY 2
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This privately owned parcel would have to purchased. It has street access on Hemlock. It is
located near schools and the emergency shelter. Utilities are available in adjacent rights-of-
way. The site provides more than sufficient space, with room for expansion or co-location
of other compatible uses in the future. Alternatively, the site could be subdivided, with a
portion for emergency services, reducing or mitigating purchase cost. It is not in a tsunami
inundation zone or mapped flood hazard area. This site does not score well for public access
and visibility, which is important to Fire and Building Services. This location does rate well for
invasive viewshed and secure area, which is important to Police.
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Single-family residential district (R1). Intended to provide for stable and quiet low
to medium density (one to five dwelling units per acre) detached, single-family residential
development, free from other uses except those which are both compatible and convenient to
residents of such a district.
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Site Analysis: Site F
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are allowed
conditionally in this zoning district.
• Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: 3,000 to 9,000 square feet
• Setback: Front 20 ft; Side 5 ft; Steet Side 10 ft; Rear 10
• Maximum lot coverage: 35%
Parcel No: 14502137 Address: 501 Hemlock Avenue Ownership: Carol Griswold
Size: 14.52 Existing Hemlock Avenue,Oak Current Vacant
(acres) Access: Street Land Use:
Zoning: Single-family Land Use Plan Map: Rural Residential
Residential
Municipal Lands N/A
Plan
Recommendations:
Water: Oak Street, Hemlock Sewer: Oak Street Electricity: Oak Street,
Avenue,extension of southern
Ballfield Access Road property line
Flood No Tsunami No Wetlands: No Slope: <1%
Zone: Inundation:
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Rural Residential Rural Residential Residential,vacant
South: Institutional Institutional School
East: Institutional Institutional School
West: Single-family Residential Rural Residential Vacant
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Site Analysis: Site G
SITE G. DIECKGRAEFF HIGHWAY PROPERTY
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Two parcels are being considered as one site, both privately owned and would have to be
purchased. It is a small and highly visible site. This site does not meet the minimum lot size
requirements for any of the options under consideration. Additionally, it does not score for
any of the security considerations. Because of the lot's small size, it does not score well for
on-site circulation or large vehicle maneuvering.
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Auto commercial district (AC). Intended to provide areas to accommodate highway-
oriented commercial activities such as offices, certain institutional uses, and limited personal
services and retail uses requiring substantial outdoor activity, traffic, and parking, and which
also serve the offices and nearby residential areas, and which do not materially detract from
nearby residential areas.
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are permitted by
right in this zoning district.
• Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: 6,000-9,OOOsquare feet
• Setbacks: Front 10 ft.; Side 5 ft.; Street Side 10 ft. Rear 10 ft
• Maximum lot coverage: 50%
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Site Analysis: Site G
Parcel No: 14518008; Address: 1915 Seward Highway Ownership: Dieckgraeff
1458009 309 Coolidge Drive Investments LLC
Size: 1.3 combined Existing Seward Highway, Current Commercial
(acres) Access: Coolidge Drive and Land Use:
unnamed ROW
Zoning: Auto Commercial Land Use Plan Map: Auto Commercial
Municipal Lands N/A
Plan
Recommendations:
Water: Seward Highway Sewer: Seward Highway and Electricity: Seward Highway,
unnamed ROW Coolidge Drive,
unnamed ROW
Flood No Tsunami Yes Wetlands: No Slope: <1%
Zone: Inundation:
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Institutional,Auto Commercial Institutional,Auto Commercial, Municipal Cemetery
Commercial
South: Auto Commercial Auto Commercial,Single- Commercial
family Residential
East: Industrial Industrial Institutional
West: Single-family Residential Single-family Residential Residential
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Site Analysis: Site H
SITE H. UAF RAE BUILDING PROPERTY
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The University of Alaska property is located at the southeastern edge of the downtown grid
and city limits. There are existing buildings, parking areas and access easements on site.
To be used for a public safety facility, it would have to be purchased from the University of
Alaska. The site is not in a mapped flood hazard zone but has experienced flooding in the
past and it is within the tsunami inundation zone.
TITLE 15, PLANNING AND LAND USE REGULATIONS:
Zoning: Institutional district (INS). Public and private educational, administrative, government
and health care uses, including public land reserve for future public development. The
development standards are intended to set a high standard to assure that the activities
provide visual amenity to the surrounding area.
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Site Analysis: Site H
Emergency Services, whether public or volunteer (fire, ambulance, rescue) are permitted by
right in this zoning district. Correctional or prison facilities are allowed conditionally.
• Development Standards:
• Maximum building height: 34 feet
• Minimum buildable lot size: none
• Setback: Front 20 ft; Side 10 ft; Steet Side 10 ft; Rear 15
• Maximum lot coverage: 50%
Parcel No: 14919005 Address: 125 Third Avenue ownership: University of
109 Washington Street Alaska
Site: 6.80 Existing Third Avenue Current Institutional
(acres) Access: Washington Street Land Use:
Brownell Street
Zoning: Institutional Land Use Plan Map: Institutional
Municipal Lands N/A
Plan
Recommendations:
Water: Brownell Street, Sewer: Brownell Street, Electricity: Brownell Street
Washington Street, Railway Avenue, Washington Street
Third Avenue, Railway midway through site
Avenue
Flood No. Site flooded in 1995 Tsunami Yes Wetlands: No Slope: <1%(western 100
Zone: &2006 Inundation: ft.>2O%)
Adjacent Lands:
Zoning: Land Use Map: Current Land Use:
North: Urban Residential,Single- Urban Residential,Single-family Vacant,Commercial
family Residential Residential
South: Institutional Institutional Institutional;UAF Seward Marin
Center,Shellfish Hatchery,Sea
Life Center
East: Central Business District Central Business District Commercial
West: Resource Management Park Vacant
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Site Evaluations
SITE EVALUATIONS
Sites were evaluated for their ability to adhere to each site selection consideration and given
a score from Red to Green as described in the legend below. Some sites were given half
scores (Yellow/Orange or Orange/Red) where criteria were more nuanced.
Four building scenarios were assessed; (1) Fire Station with Building Services, (2) Police
Station with Dispatch and DMV, (3) Combined building for all public safety departments
and associated services, and (4) a Campus with multiple buildings for all public safety
departments and associated services.
Table 3. Site Evaluation Scoring Legend
Orartge Yellow Green
Does not meet the Mostly does not meet the criteria or Somewhat to rnostlY meets the Meets the criteria and
criteria or adhere to adhere to recommended criteria or adheres to adheres to recommended
recommended consideration(s)without significant recommended consideration(s) consideration(s)
considerations) design or other efforts with some design or other efforts
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Site Evaluations
Table 4. Fire Station Site Assessments
Fire Station(with Building Services)
Site
Site Selection Consideration A B c I D E F G H
Lot Size
2.2 acres or more G G
Lot Configuration
Rectangular,square,or otherwise not irregular Y G Y Y G G Y Y
in shape
ROW on long side OR pull thru option G G G G Y G G G Y G Y
Vehicular Access
On-site circulation and large vehicle Y G G Y G G Y O G Y
maneuvering
Access roads speedy and proximity to major i G G Y O O G O
throughfares(Seward Hwy,3"Ave,Nash Rd)
Access roads conditions and,sufficient
design/widths for response vehicle G G G G G G
maneuvering
Two driveways or points of ingress/egress G Y G Y O Y Y G G
Easy Public Access(visible,convenient) G Y G G O O G Y
Pedestrian Access(connected to existing G Y O G G G
nonmotorized infrastructure)
Topography&Physical Constraints
Outside ofFloodplain,free of wetlands and Y Y O G Y G G G Y O
waterbodies
Outside of tsunami inundation zone O O G G
On stable and development-supporting soil Y G Y O Y O G G Y Y
Relatively flat topography Y G G G G G G G Y
Security
Separated from hazardous material storage or G Y G Y Y G G Y O Y O
transport facilities
Lack of inward or invasive viewshed from O Y G Y O G G O Y
neighboring property
Secure-area compatihility(space,views, O Y O G R G G O Y
access)
Proximity to Concentration of Calls(centrally i G Y Y Y Y G Y O
located)
Access to Utilities(Existing access to or ahility to connect)
Water G G Y G G G G G
Sewer G C Y G G G G G
Electricity G G G G G G G G
Adjacent Land Use&Zoning
Allowed/Permitted in Zoning District G G G G G G G
Proximity to major trip generators(traffic Y O R O C Y C Y G Y G Y O Y O
jams)
Proximity to other community or civic facilities G G O Y G G O G
Compatible with adjacent land uses G Y Y G G O O G Y
Ability to mitigate potentially negative impacts O O Y Y Y Y Y Y
Consistent with adopted plans G G G G G G G G
City Ownership G : Y G G
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Site Evaluations
Table 5. Police Station Site Assessments
Police Station(with Dispatch&DMV)
Site
Site Selection Consideration A s C D E F G H
Lot Size
1.8 acres or more G G G G G C C
Lot Configuration
Rectangular,square,or otherwise not Y G Y Y G G Y Y
irregular in shape
ROW on long side OR pull thru option G G G G Y G G G Y G Y
Vehicular Access
On-site circulation and large vehicle Y C C Y G C Y O C Y
maneuvering
Access roads speeds and proximity to
major throughfares(Seward Hwy,3r1 Ave, G Y G G Y O O G O
Nash Rd.))
Access roads conditions and sufficient
design/widths for response vehicle G G G G Y Y G G
maneuvering
Two driveways or points of ingress/egress G G G Y : O Y Y G G
Easy Public Access(visible,convenient) G G G G O O G Y
Pedestrian Access(connected to existing G G 0 G O O G Y
nonmotorized infrastructure)
Topography&Physical Constraints
Outside of'Floodplain,free of wetlands and G Y O C Y C G C Y O
waterbodies
Outside of tsunami inundation zone O O M G G
On stable and development-supporting soil Y G Y : O Y O G G Y Y
Relatively flat topography Y G G G G G G G Y
Security
Separated from hazardous material storage C Y C Y Y C C Y O Y O
or transport facilities
Lack of inward or invasive viewshed from O Y G Y O G G O Y
neighboring property
Secure-area compatibility,(space,views, O Y O C G C O Y
access)
Proximity to Concentration of Calls(centrally Y G Y Y Y Y G Y O
located)
Access to Utilities(Existing access to or ability to connect)
Water G G Y G G G G G
Sewer G G Y G G G G G
Electricity G G G G G G G G
Adjacent Land Use&Zoning
AllowedlPermitted in Zoning District G G G G G G G G
Proximitv to major trip generators(traffic Y ; O R O G Y G Y G Y G Y O Y O
jams)
Proximity to other community or civic G G O Y G G O G
facilities
Compatible with adjacent land uses G ; Y Y G G Y ; O Y ; O G Y
Ability,to unitigate potentially negative O O Y Y Y Y Y Y
impacts
Consistent with adopted plans G G G G G G G G
City Ownership G : Y G G
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Site Evaluations
Table 6. Combined Building Site Assessment
Combined Building(Fire&Police Station)and Campus(Separate Fire Station&Police Station)
Site
Site Selection Consideration A B C n I F I F G H
Lot Size
Combined Building 2.7 acres+ G G C III G
Campus 2.8 acres+ G G G G
Lot Configuration
Rectangular,square,or otherwise not Y G Y Y G G Y Y
irregular in shape
ROW on long side OR pull thru option G G G G ; Y G G G Y G Y
Vehicular Access
On-site circulation and large vehicle Y G G Y G G Y O G Y
maneuvering
Access roads speeds and proximity to major
throughfares(SewardHrvv,3'aAve,Nash Y G G Y O O G O
Rd.)
Access roads conditions and sa fficient
design widths for response vehicle G G G G G G
maneuvering
Two driveways or points of ingress/egress G Y G !G!jj
G G
Easy Public Access(visible,convenient) G Y G G Y
Pedestrian Access(connected to existing
nonmotorized infrastructure) G Y O G G
Topography&Physical Constraints
Outside ofFloodplain,free of wetlands and
waterbodies G Y O G Y G G G Y O
Outside of tsunami inundation zone
O O G G
On stable and development-supporting soil
Y G YO YO G G Y Y
Relatively flat topography Y G G G G G G G Y
Security
Separated from hazardous material storage G Y G Y Y G G Y" O Y O
or transport facilities
Lack of inward or invasive viewshed frorn O Y O Y O G G O Y
neighhoring property
Secure-area compatibility(space,views, O Y O G G G O Y
access)
Proximity to Concentration of Calls(centrally 1 G Y Y Y Y G Y O
located)
Access to Utilities(Existing access to or ahility to connect)
Water G G Y G G G G G
Sewer G G Y G G G G G
Electricity G G G G G G G G
Adjacent Land Use&Zoning
Allowed/Permitted in Zoning District G G G G G G G G
Proximity to major trip generators(traffic Y O R O G; Y G Y G Y G Y O Y O
Jams)
Proximity to other community or civic G G O Y G G O G
facilities
Compatible with adjacent land uses G : Y Y G G Y -. O Y . O G Y
Ability to mitigate potentially negative O O Y Y Y Y Y Y
impacts
Consistent with adopted plans G G G G G G G G
Citv Ownership G : Y G G
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Site Analysis: Conclusions
CITY OWNED SITES
City Ownership of a parcel will be required to construct a new public safety facility. Current
ownership status may be a top consideration for decision makers, as sales of private
property to the city are not guaranteed or for a price the city is agreeable to. Developing a
city owned parcel is the more conservative and may be the most cost-effective option under
consideration. Site B. Fort Raymond Facility Remainder and Site C. Forest Acres Campground
scored well for all public safety building scenarios, while Site A. Current Fire Station Complex
scored mildly overall. Site A does not meet minimum lot size requirements for a combined
building, campus, or fire station and faces additional phasing and construction challenges as
it is a developed site currently hosting the fire station.
SITE A - CURRENT CITY HALL & FIRE STATION COMPLEX
Site A is a mid-scoring site. This site meets the minimum lot size for only the Police/
Dispatch/DMV option and does not meet the minimum lot size for other options under
consideration. However, minimum lot sizes are an initial recommendation and creative site
and building design can be applied to smaller parcels in such a way to make a smaller lot in
the right location practicable. In this case, Site A could use a pull-through bay from street
to street to reduce the overall square footage needed on the site for vehicle maneuvering,
but the existing topography may pose a significant challenge. While not in a flood hazard
area, it may be inundated by a tsunami under certain scenarios. This location does not rate
well for invasive viewshed and secure area and entry points due to its highly visible and
accessible location in the developed downtown grid, which is important to Police. However,
its high visibility and accessible location means it scores well for ease of public access, which
is a significant consideration for the Fire Department, and is supported by adjacent public
facilities.
Site A is uniquely constrained by the presence of City Hall which is not being considered for
reconstruction or relocation as part of this study. Construction sequencing and disruption
to city departments is a factor that should be taken into consideration, along with the
anticipated need to purchase two parcels not currently owned by the city to adequately fit a
new police station or fire station on site. If selected for a new police station or fire station, the
relocation of the existing fire operations (temporary or permanent) would have to be done
prior to any construction activity at this site.
SITE B - FORT RAYMOND FACILITY REMAINDER
Site B is the highest scoring of the city owned properties. It is not within a mapped flood
hazard area but has flooded in the past and may be inundated by a tsunami under certain
scenarios. It meets the minimum lot size requirements for all scenarios except the combined
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Site Analysis: Conclusions
campus option and is located near other civic and public facilities. However, the proximity to
the schools is a concern due to the high volume of traffic that is present beyond peak time of
school drop-off and pick-up and the number of children in the area on foot and bicycle on Sea
Lion Ave, which may impact the Fire Department's ability to respond to an emergency quickly.
Secondary access from this site is currently limited; to gain secondary access, an agreement
to use the proposed new public works building driveway onto the Seward Hwy would be
needed as well as use of the access control gate on the public works property. Navigation of a
gate could be prohibitive to response times as well.
SITE C - FOREST ACRES CAMPGROUND
Site C scores similarly to Site B. It exceeds the minimum lot size requirements for all
the scenarios, provides quick access to the Seward Hwy, has separation from major trip
generators, and is centrally located to areas of high call responses. The large lot size and
compatible adjacent land uses would support the Fire Department's desire to bring their
training tower to their station site and have sufficient space to do maintenance and testing
of their equipment. Site C is in a mapped flood hazard area, has experienced flooding in the
past, and is in the tsunami inundation zone for most scenarios. Additionally, water and sewer
services are not immediately adjacent to the site and would have to be extended prior to
development. Soil stabilization and utility extension are feasible but will add to the overall
cost of the development. A driveway permit for direct access onto the Seward Hwy may be
recommended with site design to obtain a secondary access in addition to primary access
from Hemlock Ave.
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Site Analysis: Conclusions
PRIVATELY OWNED SITES
Of the sites under private ownership, the vacant, large parcels of Sits E & F, the Griswold
Properties, were the top scoring sites and were the highest scoring sites overall. Site D. State
of Alaska DOT facility and Site H. UAF Rae Building Property were the lowest scoring sites
overall.
SITE D - STATE OF ALASKA DOT FACILITY
Site D is within the tsunami inundation zone under most scenarios and received more red
scores than any other site evaluated. It is a confined site, not meeting recommended lot size
minimums for a combined or campus public safety facility and does not support a secure area
for a police station. It is somewhat separated from major thoroughfares, requiring response
vehicles to navigate more intersections with stop signs to access the Seward Hwy or 3rd Ave,
which is a significant concern for the Fire Department. Adjacent lands include residential and
recreational uses which, being in a highly popular area of downtown, does not lend itself well
to hosting a fire station training facility.
SITES E & F - CAROL GRISWOLD PROPERTIES
The two properties owned by Carol Griswold have identical scores. They are contiguous,
undeveloped properties. These lots have the highest cumulative scores overall. Both lots well
exceed the minimum lot size for all the scenarios under consideration, providing opportunity
for future expansion. To mitigate purchase costs, a subdivision and sale, or a purchase of
the desired lot after subdivision, could be considered. Sites E and F do not score well for
pedestrian access or easy public access and visibility, which has been identified as important
to Fire, as the sites are accessed through residential streets with indirect access to the
Seward Hwy. They are located near schools and the emergency shelter, but do not have
direct existing access to them. If pursued, secondary access to Sea Lion through the Kenai
Peninsula Borough school property is recommended. Both sites score well for security and
invasive views, both of which have been identified as important to Police. There is substantial
space to provide vegetative and other buffering on site from adjacent residential properties
to reasonably mitigate noise or light pollution.
Despite its positive features, Sites E and F will not work for the Fire Department for three
main reasons; the condition and design of the roadways are not to a standard suitable for
regular emergency vehicle use, the distance from and number of intersections to the Seward
Hwy is prohibitive, and the lack of secondary access. It is unreasonable to make a locational
recommendation contingent on significant roadway improvements, therefore the Griswold
properties are not recommended for a stand-alone fire station, campus or combined public
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Site Analysis: Conclusions
safety building. However, for a standalone police station, the Griswold properties meet all
their most significant criteria, including being out of the tsunami inundation zone under all
scenarios, making it an ideal location for dispatch and an Emergency Operations Center.
SITE G - DIECKGRAEFF HIGHWAY PROPERTY
Site G scores moderately overall but is prohibitively constrained by its size and orientation
to the Seward Highway and the grocery store, a major trip generator. It does not meet the
minimum lot size requirements for any of the facility scenarios under consideration and due
to its size and layout, does not score well for on-site circulation or large vehicle maneuvering.
Additionally, it does not score well for any of the security considerations due to its highly
visible location which is of high important to the Police Department.
SITE H - UAF RAE BUILDING PROPERTY
Site H is located within the tsunami inundation zone under most scenarios and is not in a
strategic location for call response as it is located at the southernmost end of city limits. It is
a developed site that would require demolition and reconstruction with careful consideration
to the proximity to potential hazards and ability to create a secure area. Adjacent land uses
may not be compatible, especially for the Fire Department training tower, and the ability
to mitigate potentially negative impacts may be difficult. Site H is near some high trip
generators, including the hatchery, Sea Life Center, and only access road to Lowell Point
which may present traffic and circulation constraints on the site at certain times of the year
and day.
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Site Analysis: Conclusions
SUMMARY
Table 7 below shows the combined results using unweighted scores. Those scores were
considered, and sites were further analyzed with the high significance considerations for each
department (ex. Fire Department's need for adequate road width and quality) to determine
the following most viable sites by Department:
Fire Department with Building Services:
1. Site C: Forest Acres Campground
2. Site B: Fort Raymond Facility Remainder
Police Department with Dispatch & Department of Motor Vehicles:
1. Sites E or F: Carol Griswold Properties
2. Site B: Fort Raymond Facility Remainder
3. Site C: Forest Acres Campground
Combined Building for all Departments:
1. Site C: Forest Acres Campground
2. Site B: Fort Raymond Facility Remainder
Campus with multiple buildings for all Departments
3. Site C: Forest Acres Campground
Table 7. Score Summary of Site Assessments(unweighted)
A B C D E F G H
Fire
G 13 16 15.5 11.5 17.5 17.5 14.5 11.5
Y 8.5 7 7 9.5 3.5 3.5 4.5 10.5
O 4.5* 3.5* 2.5 2 3 3 5 3
1 .5 2* 4* 3 3 3* 2*
Police
G 15.5 19 15.5 12.5 17.5 17.5 14.5 10.5
Y 7 4 7 9.5 5 5 4.5 11.5
O 4.5* 3* 2.5 2 3.5 3.5 5 3
0 .5 2* 3* 1 1 3* 2*
Combined Building or Campus [where scores differed, (Campus)]
G 14 16 (15) 15 11.5 17.5 17.5 14.5 11.5
Y 7.5 6.5 7.5 9.5 4 4 4.5 10.5
O 4.5 4 2.5 2 2.5 2.5 5 3
1 .5 (1) 2* 4* 3 3 3* 2
*Tsunami inundation zone
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Site Analysis: Conclusions
PRELIMINARY SITE TEST FITS
To develop a better understanding of each site's unique size, shape, and other potential
constraints, the project team and city staff held a day-long workshop performing preliminary
test fits of facility scenarios on each site. Using the recommended square footage estimates
for each programed space determined in the Needs Assessment, pieces of foam core were
scaled to represent each programmed element of the needed police and fire stations,
including site features such as parking and the fire training tower. The programmatic pieces
were arranged on to-scale plots of each site under consideration to verify draft conclusions
made from the site analysis and begin conceptual building and site layouts.
Figure 5. Seward Fire and Police Department Staff participating in Preliminary Site Test Fits
The preliminary test fits were especially informative for conceptual site and building design of
combined facilities and the campus approach, where multiple buildings would be located on
the same site.
While Site B: Fort Raymond Facility Remainder scored higher using the evaluation matrix than
Site C: Forest Acres Campground, the preliminary test fits showed a strong preference for
Site C. Site C offers the most flexibility for development, including ease of ingress and egress
for both emergency response vehicles and the visiting public, while site B presented more
space and circulation constraints than anticipated during initial site evaluation. Conceptual
building and site layouts for Site C are shown in Figures 1 and 2.
Site F: Griswold Property 2 is the top scoring site for a police station and did undergo
preliminary test fits, however since the property is undeveloped with no known constraints,
site development would have significant flexibility and therefore was not carried forward for
more detailed layouts or cost estimation.
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Site Analysis: Conclusions
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Site Analysis: Conclusions
RECOMMENDATIONS
Based on the initial site evaluations, collaborative review with Seward Fire Department,
Seward Police Department and the Assistant City Manager, and preliminary site test fits, the
following sites are recommended for new public safety facilities:
1. Site C. Forest Acres Campground for a standalone Fire Station, Campus of standalone Police
and Fire Stations, and a Combined Police and Fire Facility.
2. Site F. Carol Griswold Property 2 for a standalone Police Station with Emergency
Operations Center
Site C is owned by the city, offers the most flexibility, and would meet the needs of the
public safety facilities under all development scenarios. Site C is in a highly visible and
accessible location, supporting quick response times and public use, and offers space to
house supporting fire training facilities on location. It will require some site stabilization,
utility expansion and will be in the tsunami inundation zone under some scenarios, which is
unfortunately consistent with much of the land within city limits.
Site F. Carol Griswold Property 2 is recommended for a standalone police station with the
emergency operations center, as it is outside of the tsunami inundation zone under all
scenarios. It is not recommended for a fire station due to its separation from the Seward
Highway and the condition of the neighborhood access roads.
Site B. Fort Raymond Remainder is still a viable consideration, but limitations for large
vehicular maneuvering and circulation, the size of the property, and lack of separation from
Sea Lion Ave and its traffic constraints make Site B a significantly less desirable location than
Site C.
When considering two separate developments, a police station on Site F and a fire station on
Site C, or a campus or combined facility approach on Site C, negotiations with the property
owner of Site F, funding availability, as well as importance of having a facility outside of the
tsunami inundation zone should be taken into consideration. Regardless of the selected
scenario, design and construction for a more hazard-resistant facility is recommended.
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