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2008-10-01 Council Packet - Work Session
REMINDER: COUNCIL WORK SESSION OCTOBER 1, 2008 5:30 P.M. COUNCIL CHAMBERS WATER SYSTEM IMPROVEMENTS *A LIGHT DINNER WILL BE PROVIDED. SFY 2010 Cost Estimate ADEC Municipal Matching Grant Program 9/30/2008 Project Component Unit Number Cost Item Description Unit Quantity Cost Sub -Total 1 New Production Well No. 4 and Welihouse 16" Well LF 450 250 $ 112,500.00 Well Development HR 60 300 $ 18,000.00 Well Screen LF 100 500 $ 50,000.00 Well Pump EA 1 15,000 $ 15,000.00 Class A Water Quality Testing EA 5 2,500 $ 12,500.00 Duplex Pressure Pumps LS 1 60,000 $ 60,000.00 Yard Piping LF 600 300 $ 180,000.00 Pressure Tank LS 1 15,000 $ 15,000.00 Standby Power LS 1 150,000 $ 150,000.00 50,000 Gal Storage Tank GAL 50,000 2.50 $ 125,000.00 New Well House SF 1,200 200 $ 240,000.00 Access Rd and Site Improvements LS 1 100,000 $ 100,000.00 Electrical Controls & Switchgear LS 1 350,000 $ 350,000.00 Welihouse Piping LS 1 50,000 $ 50,000.00 Chlorination Equipment LS 1 75,000 $ 75,000.00 Construction $ 1,553,000.00 Design @ 10% $ 155,300.00 Construction Administration © 12% $ 186,360.00 Contingency © 10% $ 189,466.00 Total $ 2,084,126.00 2 Upgrade Existing Well No. 2 Pumps and Equipment Demolition LS 1 20,000 $ 20,000.00 VFD Well Pump EA 1 25,000 $ 25,000.00 Upgrade Pressure Pumps and Piping LS 1 75,000 $ 75,000.00 Upgrade Electrical & Controls LS 1 30,000 $ 30,000.00 Upgrade Chlorination Equipment LS 1 75,000 $ 75,000.00 Construction $ 225,000.00 Design @ 10% $ 22,500.00 Construction Administration © 12% $ 27,000.00 Contingency © 10% $ 27,450.00 Total $ 301,950.00 Construct New 16" Water Main From Well # 2 to Lawton. Drive & Swires Road New 16" HDPE Water Main, Beaver Loop (Kenai Spur Hwy to Lawton Drive) and Lawton Drive (Beaver Loop to Swires Road) LF 10,500 300 $ 3,150,000.00 Road Boring EA 1 50,000 $ 50,000.00 Construction $ 3,200,000.00 Design @ 10% $ 320,000.00 Construction Administration @ 12% $ 384,000.00 Contingency @ 10% $ 390,400.00 Total $ 4,294,400.00 Page 1 of 3 Project Component Number SFY 2010 Cost Estimate ADEC Municipal Matching Grant Program Cost Item Description 4 Replace 10" AC Water Main with 10" HDPE Water Main Upgrade 10" HDPE Water Main Kenai Spur Highway (Well No. 1 to Lawton Drive) and Swires Road (Kenai Spur Hwy to Lawton Drive Unit Unit Quantity Cost LF 9/30/2008 Sub -Total 3,200 275 $ 880,000.00 Construction $ 880,000.00 Design @ 10% $ 88,000.00 Construction Administration @ 12% $ 105,600.00 Contingency @ 10% $ 107,360.00 Total $ 1,180,960.00 Construct New 16" Water Main Along Bridge Access Road from Kenai Spur to Beaver Loop New 16" HDPE Water Main, Bridge Access Road (Kenai Spur Highway to Beaver Loop Road) LF 7,000 300 $ 2,100,000.00 Construction Design @ 10% Construction Administration @ 12% Contingency @ 10% Total 6 Construct New 10" HDPE Water Main Alon. Swires Road From Kenai S.ur to Lawton Drive Upgrade 10" HDPE Water Main Kenai Spur Highway (Well No. 1 to Lawton Drive) and Swires Road (Kenai Spur Hwy to Lawton Drive LF 2,500 $ 2,100,000.00 $ 210,000.00 $ 252,000.00 $ 256,200.00 $ 2,818,200.00 275 $ 687,500,00 Construction $ 687,500.00 Design © 10% $ 68,750.00 Construction Administration @ 12% $ 82,500.00 Contingency @ 10% $ 83,875.00 Total $ 922,625.00 7 Construct New 16" Water Main Along Beaver Loop Road from Bridge Access to Lawton Drive New 16" HDPE Water Main, Bridge Access Road (Kenai Spur Highway to Beaver Loop Road) LF 17,800 300 $ 5,340,000.00 Road Boring EA 1 50,000 $ 50,000.00 Construction $ 5,390,000.00 Design @ 10% $ 539,000.00 Construction Administration @ 12% $ 646,800.00 Contingency @ 10% $ 657,580.00 Total $ 7,233,380.00 Page 2 of 3 SFY 2010 Cost Estimate ADEC Municipal Matching Grant Program Project SUMMARY Component Number Phase /Component Description 1 New Production Well No. 4 and Wellhouse 2 Upgrade Existing Well No. 2 Pumps and Equipment Construct New 16" Water Main From Well # 2 to 3 Lawton Drive & Swires Road Replace 10" AC Water Main with 10" HDPE Water 4 Main Construct New 16" Water Main Along Bridge Access 5 Road from Kenai Spur to Beaver Loop Construct New 10" HDPE Water Main Along Swires 6 Road From Kenai Spur to Lawton Drive Construct New 16" Water Main Along Beaver Loop 7 Road from Bridge Access to Lawton Drive Total for All Phases /Components Less Unspent/Unencumbered Funding in Existing Grants with Municipal Match ADCCED 08 -RR -022 ADCCED 07 -DC -231 ADEC 47547 ADEC MMG SFY 2008 ADEC MMG SFY 2009 Funding required for Project Components One Through Four Funding required for Project Component Number Five Funding required for Project Component Number Six Funding required for Project Components Number Seven Total $ 2,952,228.91 $ 2,818,200.00 $ 922,625.00 $ 7,233,380.00 $ 13,926,433.91 Page 3 of 3 Total ADEC Grant 70% $ 2,066,560.24 $ 1,972,740.00 $ 645,837.50 $ 5,063,366.00 $ 9,748,503.74 Kenai Match 30% $ 597,668.67 $ $ 845,460.00 $ $ 276,787.50 $ $ 2,170,014.00 $ $ 3,889,930.17 $ 9/30/2008 Sub -Total 2,084,126.00 301,950.00 4,294,400.00 1,180,960.00 2,818,200.00 922,625.00 7,233,380.00 18,835,641.00 (50,000.00) (121,795.56) (2,086,161.53) (1,254,000.00) (1,397,250.00) (4,909,207.09) EPA STAG Grant 288,000.00 288,000.00 LAW7Ok nPIV1 -. by KENAI SPUR HIGHWAY UPGRADE SPUR HIGHWAY 10" AC WATER MAIN (APPROXIMATELY 3,200 LF) \-- SWIRES ROAD WATER MAIN (APPROXIMATELY 2 50 LF) LEGEND EXISTING WATER MAIN UPGRADE EXISTING WATER MAIN PROPOSED NEW WATER MAIN LAWTON DRIVE /BEAVER LOOP ROAD WATER MAIN (APPROXIMATELY 10 100 LF) HATTENBURG DILLEY & LINNELL Consultants • ENGINEERING • SURVEYING • PROJECT MANAGEMENT (907) 564 -2120 - ANCHORAGE (90?) 746 -5230 - PALMER • EARTH SCIENCE • PLANNING • ENVIRONMENTAL WAW.HDLALASKACAM WATER SERVICE IMPROVEMENTS KENAI SPUR HIGHWAY CITY OF KENAI KENAI, ALASKA DATE. 7/24/08 DRAWN BY: MMHN SHEET: SCALE. = 1000' CHECKED BY. SLH JOB NO.. 08 -028 rr Ro.er Grunts (qle or LEGEND EXISTING WATER MAIN oitairortomtro UPGRADE EXISTING WATER MAIN mtmmamtotmtm PROPOSED NEW WATER MAIN f IAWTON DRIVE fBRIDGE ACCESS RD WATER MAIN (APPROXIMATELY 7000 LF) HATTENBURG GILLEY & LINNELL Engineering Consultants • ENGINEERING • EARTH SCIENCE • SURVEYING • PLANNING • PROJECT MANAGEMENT • ENVIRONMENTAL (907) 504 -2120 - ANCHORAGE (907) 746-5230 - PALMER WWW.HIXA Lggl(A.COM lo WATER SERVICE IMPROVEMENTS BRIDGE ACCESS ROAD CITY OF KENAI KENAI, ALASKA Water Grants !WI ni 0 LEGEND EXISTING WATER MAIN UPGRADE EXISTING WATER MAIN PROPOSED NEW WATER MAIN m mhn 1 KENO/ SPUD 7 HIGHIVq �1..9lWON DRIVE. FUTURE BEAVER LOOP ROAD WATER MAIN (APPROXIMATELY 17,800 LF) HATTENBURG DILLEY & LINNELL Engineering Consultants • ENGINEERING • EARTH SCIENCE • SURVEYING • PLANNING • PROJECT MANAGEMENT • ENVIRONMENTAL (907) 569 -2120 - ANCHORAGE (907)7965230 - PALMER NMAN.HDLALASKACOM WATER SERVICE IMPROVEMENTS BEAVER LOOP ROAD CITY OF KENAI KENAI, ALASKA DATE. 7/24/08 DRAWN BY: MMHN = 2500' CI IECKED BY. SLH \ -1 SHEET: JOB NO.: vff Alternative Sources of Groun wa er trforts to Locate a Supply for the Kenai Municipal Water Utility By bore Nle DThey, PE/CPG HATTENBURG DILLEY & LINNELL Engineering Consultants ate ft'y KENAI. ALASKA .// Municipal Water System Requirements Now: Approximately 7,000 p use «1 - 1.3 million gallons o ater per day (700 gpm) (w/ n private wells). n 20 years: Approximately 8, 1, eople may use 1.1 - 1.5 million gallons per day (1000 gpm). (Population predictions based on Department of Labor information for KPB) EPA Water Quality Standards Tonal P l ary D er Regulation gaily enforceable on Public Systems): must be below as of January 2006 (previous limit was 50 ppb) National Secondary Drinking Water Regulations non- enforceable guidelines regulating contaminants that may cause cosmetic /aesthetic effects): <15 (color units), <250 mg /L (ppm), <0.3 mg/L (ppm , <0.05 m• L • • m ?xisting Municipa?Production Wells YEAR Well 1 Well 2 Volume gpd Arsenic Volume gpd Arsenic 2008 210,000 23% 2007 219,000 23% 2006 445,000 42% rJ34 ppb 520,000 56% 497,000 51% 310,000 29% Well 3 Volume gpd Arsenic N6 ppb 192,000 21% 248,000 26% 315,000 29% m 26 ppb FOLF L6000, F01_ 00 50 700 150 200 250 300 350 400 450 LLL tvo. / VVLLL No. WELL No, 2 1W e' ../c _ KKaZk4A.y CIAY etA //�, Ce / {//,/�/ s2;✓..r� /',. ,//: J I!' /Xd /7 / / /yam 7 !1 /°. DTs / / /yam/ „.+'lfJ.. NORECOfL7 >iNazs<nn€ c„� –.— CLAY w,. r s t • %°T b a '" v r. ` . ° _...- I sArros CRINEL FINE LAYERS RAEDEDDED YYf LO AY CLAY (CFAYEL 9 ,: 1 td 54d&t -T "' i s ;t snbi L.i a aaY , smjq 1 CfAI . k:, 'cLav SAN�YIFUi 1 4 3p -4 T yt 4 �, �♦� 3 isn4 n 'WOO1D: ' e r a ! Aj WELL SCREEN ORGANIC /PEAT SILT SAND /GRAVEL CLAY HATTENBURG DILLEY & UNNELL Engineering Consultants • ENGINEERING • EARTH SCIENCE • PROJECT MANAGEMENT (907) 564 -2120 • PLANNING wmrhtliel6ska.00m KENAI GROUNDWATER STUDY SUBSURFACE PROFILE CffY OF KENAI KENAI, ALASKA DATE: SCALE: /17/05 DRAWN BY: 1 "= 200 HECKED BY: KK LMD SHE GURE 5 NO 06 -104 ork Accomplished to Date Arsenic New Exploratory Groundwater Wells (HDL) Study — Final 6/07 (HDL+ Golf Course )Color Removal Eagle Rock .Tests — Well 2 p(Tenny) Color / Arsenic Removal Cost Evaluation (HDL) Existing Wells' water quality testing (HDL) A kir r ps = r" f': fi � N,= Asa • Sampled 52 Existing Wells sampled and analyzed 27 existing wells hroughout the City ocused on Strawberry Fields and west side of ity (sampled and analyzed 6 existing wells) separate from Beaver Creek, occurrence of low concentration of arsenic Eagle Rock sampling of 12 existing wells occurrence of low concentration of arseni , sufficient water, close to existing City wells 7 additional samples collected due to well drilling locations Arsenic Map t. �nn.a#Inlrw� LEGEND m .em° Kenai dt rIimits enio Levels in Welt; Less Than 10 ppb < Greater Than 10 ph • • - i Sots represent sdsting data, -4ierfl 4tts reptesa j new data rawberry Fields Sampling vba inns visio EGEND @ Kenai dry limes enic Levels in Welk LessThan 10 ppb Greater Than 10 ppb ;Sjt:Wots represent existing data, ttbts represent new data ��l _ fllyrl'1� BMA 10101411...0 LEGEND r ®1 Kenai city limits fsenic Levels in Welk • less Than 10 ppb t#eater Than 10 ppb — .'C „...' .. Small dots represent existing data. _karge dots resent new data Selected areas based on low arsenic results in shallow aquifers Sampled aquifers as they occurred while drilling Eagle Rock — 2 wells (55 and 90 feet) — 3 samples Parkside (XX feet), Golf Course (XXX feet), and Chinook Court (xx feet) — 11 samples 2nd and Spruce (460 feet) — 11 samples Additional Drilling Itr at* It Cowse LEGEND Kenai AIRBVIVA, Arsenic Levels in We16 IessThan 10 ppb GreaterThan I0 ppb alai Small dots represent existing data large dots repent new data Results of Sampling /Drilling '9 total samples — 99 arsenic, 52 color, 75 iron & manganese, 49 chloride 22 wit other chemical species 34 samples with arsenic less 9 of 34 with color • above 15 7 of the remaining 23 with depths greate than 50 feet areas studied with new ells teak suits of Sampling /Drilling (.oued) hree samples in wells drilled had low arsenic — two had high color (90 and 300) The one low arsenic, -low color occurred at Golf Course at 123 feet. Iron at 40 ppm, MCL for iron <03 Subsurface Conditions `lacial .deposits - highly variable ...Clay. layers interbedded with 'sands /gravels • Ash pockets — reworked over time by glaciers Coal pockets - reworked over time by glacier rsenic in association with.ash/Clay/co ariability in groundwater quality direct reflection of variability in glacial deposit Typically.... • •eeper /older water — higher arsenic Treatment of Arsenic/Color Contacted 5 to 8 vendors for treatment options for arsenic or color Requires centralized water treatment facility • Arsenic: oxidize, coagulant, filter, sedimentation, chlorinate Color: oxidize, coagu ant, filter, chlorinate /UV Will process actually achieve 10 ppb or les arsenic — pilot tests on process chosen ow Do You Treat Arsenic and Color Arsenic Types Method of Treatment Arsenic: oxidize, coagul. chlorinate Color: oxidize, coagu ant, fi ter, ch' d Backwash to WWT i f i c, fife ra -, • 1 mentation, f irt LH Vendor Rasponses Arsenic Vendor Roberts Filter .Seimens Water Corix Color Vendor •Roberts Filter Seimens Water Corix Equipment. Costs $958,500. $929,820 $1,195,000 Equipment Costs $958,500 $929,820 $1,125,000 Operating Costs $60,000 $210,000 $170,OQ0 • Operating Costs $10a,000 $210,000 $150,000 mpact to the- Rate Payer 25n 000 to $500,00 �500,0 per year operating costs 1,8Sb� rate payers _ $134 .to $270 per year plus: debt service on capital cost. • ebt service on $4.2 million a ` o a : ! years 321,000 per year / 1,856 rate payers = $.173 $443 / 1..2. mo. $37 per month Total Project osts MAJOR COMPONENT Production wells (2- 250 ft) ail house,. piping, controls reatment building Tanks and filter boxes. Treated water. tank (0.25 MG) Treatment process equipment (GV Jones) Pumps /process piping 2,600. LF Sewer Main / Lift Station / Rd• Bore . Wastewater Plant Upgrades • Engineering (8 %0), CA (12 %)` Contingency (30 %) TOTAL COST $ 275,000 855,000 800;000 896,000 500,000 1,170,000 430,000 510,000. $1,087,000 $1,957,000 $8,480,000 astewater Generated from Treatment Process •nerates 50,000 — 100,000 -gpd ckwash - either system Backwash high amounts of arsenic —treat +efore discharge in wastewater system astewater facility upgraded for volume Wastewater facility — NPDES permit Sludge handlin• costs - landfill •ermit lusions reatment of water is expensive and will require centralize treatment facility Groundwater either has high Arsenic Iron or Color, difficult to find new well Color is secondary contaminant - aestheti.cs Soldotna on one well and difficult i finding water r ptions rea o arsenic or color Continue to look for new .w. Drill new production wells near ell 2 4. . Improve distribution system while reviewing new water treatment technology as it develops. Connect to Soldotna Recommendations vance another .well. near Well .2 as Backup supply deep or shallow • Deep: into same aquifer — may in future same problems as Wells 1• and 3 • Shallow — GWUIDISW — monthly sampling event for a year to show lack of e coli in groundwater well. mprove distribution system Review new technology as . eve op Does not preclude treatment in future KENAI S - Munici al Matchin Grant uestionnaire: Prehrnina Score Sheet t[tRaitathnetItytettet; taty of Kenai New Water Transmission Mains (Phase II), 200 1 50 _th"...c1I0PAL„ 1 100 150 50 100 50 225 IS 940 , $2,070,000 tni Matchiri ues New Water Transmission Mains (Phase II), Wellhouse Tracking, Number: 2008AMMG0066 , x, n:,.uzam:» VP Date Added: 8/1/2008 11:20:14 AM Municipality information Project Title Municipality/Drink t Your Name Position Phone Number Addressl Address2 City State I Zip State )w , Municipality: City of Kenai Submitted: ' 8/2/2008 12:01 :50 PM em Represented Project Information Requested Grant Funds Project Scope Description New Water Transmission Mains (Phase II), Wellhouse City of Kenai Rick Koch' City Manager 907-283-8222 210 Fidalgo Avenue Loan Request: $2,070,000 Kenai Alaska 99611 rkoch ©ci kenahak.us 2,070,000,' Water Construct new 16 ":well(s) producing water meeting EPA standards; construct new wellhouse, standby po interior & exterior piping; Abandon two municipal wells that do meet arsenic standards; Renovate existing Project Need (0 - 300 Pts) Project Need ...,�_ Describe Issues and Benefits Section Score: ..1 A human disease event exists, documented by a recognized 1. Two of three municipal production wells do not meet EPA water quality standards. VVhile the third municipal well has observable color (60)it meets EPA standards. New wells are required to meet system demands. Project Development Status (0 - 125 Pts) Section Score: Development Status 3. A facility plan or a project specific feasibility study which _ Comments Documents were provided to ADEC accompanying the SFY 09 MMG application. Operations and Maintenance - Operators (0 - 100 Pts) Section Score: t,nnsxssgnnnnn.ennnann fflITTITTFEITn "'"4.1.kg; 48471.a 'WOTAiki;/1114g4q,./gigg!..FITX.Pie41101%41,004RgglYiliA01*%vi Treament System: Correct level of cert. Operators Yes Treatment System OperatoriName Dan Young, WWC-3, WD-3 Treatment System Cerfitication Type & Level Treatment System Certification Number eti Distribution System: Correct level of cert. Operators Distribution System Operator Name Distribution System Cerfitication Type & Level Distribution System Certification Number Norm Erickson, WWC-3, WWT-1, WD-3, WT-OIT Brian Springer, WWC-2, VVWT-1, WD-3, WT-1 Yes Dan Young, WWC-3, WD-3 Norm Erickson, WWC-3, WWT-1, WD-3, WT-OIT Brian Springer, WWC-2, WWT-1, WD-3, WT-1 77740srawmpan,,, foznkFSOSilJS;V,:FF;:{Wgr,rNRUil'PF,;ThiaF;TnQWTMMgPTMSPiq:;f7FP:P OkMaaiiiibia4z lifia0t2k,a,100,,neRnennAinuavAN-J-nnnn-n(nni,nnnownqw,vn-0/0rtAmPn'nkKOMPOnincn Treament System: Correct level of cert. Operators Yes Treatment System Operator Name Dan Young, WWC-3, WD-3 Treatment System Cerfitication Type & Level Treatment System Certification Number Collection System: Correct level of cert. Operators .404, Norm Erickson, WWC-3, WWT-1, WD-3, WT-OIT Brian Springer, - , - , Yes Collection System Operator Name Dan Young, WWC-3, WD-3 Collection System Cerfitication Type & Level Norm Erickson, WWC-3, WWT-1, WD-3, WT-OIT Collection System Certification Number Brian Springer, WWC-2, VVWT-1, WD-3, WT -1 A gatAsim, 1444.44 /Viiiti4lASOW;100.4,157^", „,,,,waree14,1ht 91711'S S' '` nrr/r/r r?"P•rt,r r:art r ,orritY' Solid Waste sys. operated by qualified Operators Type, Organization, Date of Training I Operation Capabilities (0 - 150 Pts) Section Score: Drinking Water System Operations WasteWater System Operations Solid Waste Operations Operations and Maintenance - Costs (0 - 50 Pts) Estimated effect of project costs on O &M Current O &M Costs - User Fees - City Revenue - Sales Taxes j YES: Sample results are submitted to the State. (75 Pts.) YES Wastewater permit requirements are being met by system. Not Chosen Section Score: 1. Operation and maintenance costs have been estimated, and he Operations and Maintenance - Misc (0 - 100 Pts) Rate Analysis Conducted? (50 Pts.) Rate Analysis On File with DEC? Yes Have local user fee ordinance? (50 Pts.) Yes Is this local user fee ordinance on file with DEC? Section Score: Relationship to Other Project Phases (0 - 100 Pts) Relationship to Other Project Phases Explanation The initial Phase of the project to explore for groundwater sources meeting EPA water quality standards included the following: ‘Yes,:.,.,,.r. -..m. Section Score: he project has already been constructed Local Project Commitment (0 - 225 Pts) r ____- Are adequate funds available now? Section Score: Sources of Funding: EPA State & Tribal Assistance Grant - $ 300,000 City of Kenai Water & Sewer Fund - $ 586,000 1 Federal funds as part financing? (if Yes, 75 Pts.) Yes If yes, please identify amount and source: EPA State &Tribal Assistance Grant ACWF or ADWF loan agreement? (if Yes, 75 Pts.) No Amount: 1 Planning to apply for ACWF or ADWF loan? (0 Pts) Yes If yes, amount: $ 500,000 resolution vailable? (i Yes, 50 Pts.) One Yes Priority:' Council Cost/Population Benefit (5 - 15 Pts) Cos Populatio n.Benefi Project Costs Administration Project Design Engineering Management /Inspection I Construction 1 Equipment Other (Contingency) Total Cost (Sum of Above) Name Title or Position Organization Phone Number Section Score: Low cost /population benefiting Attachments 0 $ 207,000 $ 248,400 $ 1,614,600 $ 2,070,000 Rick Koch City Manager City of Kenai 907- 283 -8222 File Name Cost Estivate MiM1G 2010.xls -08 Resolution SFY10 ADEC MMG.doc 25.01 KB 24 .51 KB Date Added 8/2/2008 8/2/2008 ADEC MMG SFY 10 Agpl:ication Narrat ve dyoc ADEC MMG SFY 10 Future ePhase Beaver Lcoo.udf fADEC MMG SFY` 10 Future Phase Bridge Access o ADEC MMG SFY '0 P'r. 0 Lawton & Suur Future Svires. 40.02KB 711.73KB 649.50KB 685.91 KB 8/2/2008 8/2/2008 8/2/2008 8/2/2008 a Project Component Number SFY 2010 Cost Estimate ADEC Municipal Matching Grant Program Cost Item Description 9/29/2008 Unit Unit Quantity Cost Sub -Total 1 New Production Well No. 4 and Wellhouse 16" Well LF 450 250 $ 112,500.00 Well Development HR 60 300 $ 18,000.00 Well Screen LF 100 500 $ 50,000.00 Well Pump EA 1 15,000 $ 15,000.00 Class A Water Quality Testing EA 5 2,500 $ 12,500.00 Duplex Pressure Pumps LS 1 60,000 $ 60,000.00 Yard Piping LF 600 300 $ 180,000.00 Pressure Tank LS 1 15,000 $ 15,000.00 Standby Power LS 1 150,000 $ 150,000.00 50,000 Gal Storage Tank GAL 50,000 2.50 $ 125,000.00 New Well House SF 1,200 200 $ 240,000.00 Access Rd and Site Improvements LS 1 100,000 $ 100,000.00 Electrical Controls & Switchgear LS 1 350,000 $ 350,000.00 Wellhouse Piping LS 1 50,000 $ 50,000.00 Chlorination Equipment LS 1 75,000 $ 75,000.00 Construction $ 1,553,000.00 Design @ 10% $ 155,300.00 Construction Administration @ 12% $ 186,360.00 Contingency @ 10% $ 189,466.00 Total $ 2,084,126.00 2 Upgrade Existing Well No. 2 Pumps and Equipment Demolition LS 1 20,000 $ 20,000.00 VFD Well Pump EA 1 25,000 $ 25,000.00 Upgrade Pressure Pumps and Piping LS 1 75,000 $ 75,000.00 Upgrade Electrical & Controls LS 1 30,000 $ 30,000.00 Upgrade Chlorination Equipment LS 1 75,000 $ 75,000.00 Construction $ 225,000.00 Design @ 10% $ 22,500.00 Construction Administration @ 12% $ 27,000.00 Contingency @ 10% $ 27,450.00 Total $ 301,950.00 3 Construct New 16" Water Main From Well # 2 to Lawton Drive & Swires Road New 16" HDPE Water Main, Beaver Loop (Kenai Spur Hwy to Lawton Drive) and Lawton Drive (Beaver Loop to Swires Road) LF 10,500 300 $ 3,150,000.00 Road Boring EA 1 50,000 $ 50,000.00 Construction $ 3,200,000.00 Design @ 10% $ 320,000.00 Construction Administration @ 12% $ 384,000.00 Contingency @ 10% $ 390,400.00 Total $ 4,294,400.00 Page 1 of 3 Project Component Number SFY 2010 Cost Estimate ADEC Municipal Matching Grant Program Cost Item Description 9/29/2008 Unit Unit Quantity Cost Sub -Total 4 Replace 10" AC Water Main with 10" HDPE Water Main Upgrade 10" HDPE Water Main Kenai Spur Highway (Well No. 1 to Lawton Drive) and Swires Road (Kenai Spur Hwy to Lawton Drive LF 3,200 275 $ 880,000.00 Construction $ 880,000.00 Design @ 10% $ 88,000.00 Construction Administration © 12% $ 105,600.00 Contingency © 10% $ 107,360.00 Total $ 1,180,960.00 5 Construct New 16" Water Main Along Bridge Access Road from Kenai Spur to Beaver Loop New 16" HDPE Water Main, Bridge Access Road (Kenai Spur Highway to Beaver Loop Road) LF 7,000 300 $ 2,100,000.00 Construction $ 2,100,000.00 Design @ 10% $ 210,000.00 Construction Administration @ 12% $ 252,000.00 Contingency @ 10% $ 256,200.00 Total $ 2,818,200.00 6 Construct New 10" HDPE Water Main Along Swires Road From Kenai Spur to Lawton Drive Upgrade 10" HDPE Water Main Kenai Spur Highway (Well No. 1 to Lawton Drive) and Swires Road (Kenai Spur Hwy to Lawton Drive LF 2,500 275 $ 687,500.00 Construction $ 687,500.00 Design @ 10% $ 68,750.00 Construction Administration @ 12% $ 82,500.00 Contingency © 10% $ 83,875.00 Total $ 922,625.00 7 Construct New 16" Water Main Along Beaver Loop Road from Bridge Access to Lawton Drive New 16" HDPE Water Main, Bridge Access Road (Kenai Spur Highway to Beaver Loop Road) LF 17,800 300 $ 5,340,000.00 Road Boring EA 1 50,000 $ 50,000.00 Construction $ 5,390,000.00 Design @ 10% $ 539,000.00 Construction Administration © 12% $ 646,800.00 Contingency @ 10% $ 657,580.00 Total $ 7,233,380.00 Page 2 of 3 Project Component Number Phase /Component Description 1 New Production Well No. 4 and Wellhouse SFY 2010 Cost Estimate ADEC Municipal Matching Grant Program SUMMARY 2 Upgrade Existing Well No. 2 Pumps and Equipment Construct New 16" Water Main From Well # 2 to 3 Lawton Drive & Swires Road Replace 10" AC Water Main with 10" HDPE Water 4 Main Construct New 16" Water Main Along Bridge Access 5 Road from Kenai Spur to Beaver Loop Construct New 10" HDPE Water Main Along Swires 6 Road From Kenai Spur to Lawton Drive Construct New 16" Water Main Along Beaver Loop 7 Road from Bridge Access to Lawton Drive Total for All Phases /Components Less Unspent/Unencumbered Funding in Existing Grants with Municipal Match ADCCED 08 -RR -022 ADCCED 07 -DC -231 ADEC 47547 ADEC MMG SFY 2008 ADEC MMG SFY 2009 Total Additional Funding required to Complete Project Components_ One Through Three Additional Funding required to Complete Project Components One Through Four Additional Funding required to Complete Project Components One Through Five Additional Funding required to Complete Project Components One Through Six Additional Funding required to Complete Project Components One Through Seven Page 3 of 3 9/29/2008 Sub -Total $ 2,084,126.00 $ 301,950.00 $ 4,294,400.00 $ 1,180,960.00 $ 2,818,200.00 $ 922,625.00 $ 7,233,380.00 $ 18,835,641.00 $ (50,000.00) $ (121,795.56) $ (2,086,161.53) $ (1,254,000.00) $ (1,397,250.00) $ (4,909,207.09) $ 1,771,268.91 $ 2,952,228.91 $ 5,770,428.91 $ 6,693,053.91 $ 13,926,433.91 Suggested by: Council CITY OF KENAI RESOLUTION NO. 2008 -52 A RESOLUTION OF THE COUNCIL OF THE CITY OF KENAI, ALASKA, DESIGNATING THE STATE OF ALASKA, DEPARTMENT OF ENVIRONMENTAL CONSERVATION (ADEC) GRANT FUNDS FOR THE PROJECT ENTITLED "NEW WATER TRANSMISSION MAINS (PHASE II), WELLHOUSE, WELLS, AND RELATED IMPROVEMENTS" AS THE NUMBER ONE LOCAL STATE FUNDING PRIORITY FOR FISCAL YEAR 2010. WHEREAS, the City of Kenai through the State of Alaska, Department of Environmental Conservation will request additional grant funding for the New Water Transmission mains (Phase II), Wellhouse, Wells, and Related Improvements; and, WHEREAS, the State of Alaska, Department of Environmental Conservation has requested the City of Kenai identify if this project is the community's number one local state funding priority for fiscal year 2010; and, WHEREAS, the New Water Transmission mains (Phase II), Wellhouse, Wells, and Related Improvements will provide increased volumes of drinking water meeting the EPA water quality standards, specifically for arsenic, abandon two municipal production Wells in which arsenic levels exceed to EPA water quality standards, drill two new wells, construct /remodel a wellhouse, construct a new water main to serve areas with private wells with high levels of arsenic, replace an aging failing asbestos concrete water transmission main, provide stand -by power generation, and related improvements. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF KENAI, ALASKA, designates the New Water Transmission mains (Phase 11), Wellhouse, Wells, and Related Improvements as the number one local state funding priority for fiscal year 2010. PASSED BY THE COUNCIL OF THE CITY OF KENAI, ALASKA, this sixth day of August, 2008. ATTEST: Carol L. Freas, City Clerk clf Approved by Finance: PAT PORTER, MAYOR City of Kenai SFY 2010 ADEC Municipal Matching Grant Program New Water Transmission Mains, New Well House, New WeII(s) & Replacement of AC Transmission Main Project Description The scope covered by this grant application is as follows: 1. This project provides for the construction of a new production water well (Well No. 4) and a new well house, and upgrading Well No. 2 to a Variable Speed Drive (VFD). The work involves driving a new 16 -inch diameter water well in the vicinity of Well No. 2 and constructing a new well house No. 4 that encloses the well, piping, controls, stand -by power generator, and chlorination equipment. The work also includes retrofitting Well No. 2 to a VFD drive and making minor mechanical and electrical code and safety improvements to Well House No. 2. Well House No. 2 is over 25 years old. 2. The project provides for the construction of a new 16" HDPE transmission main from Well No. 2 & the new Well No. 4, under the Kenai Spur Highway, along Beaver Loop to Lawton Drive, then along Lawton Dive to the connection with the existing grid at Swires Road, a distance of approximately 10,500 If. This new connection to the grid provides a second transmission main to the grid. This decreases the risk of catastrophic failure, increases volume and serves an area in which private wells were found to contain arsenic levels significantly greater that EPA water quality standards. Construction of the new 16 "main will also allow for the replacement of the 40 year old, failing, AC transmission main without the need for a costly temporary by -pass system. 3. This project will abandon and de- commission municipal production wells No, 1 and No. 3. The water produced by those wells no longer meets EPA water quality standards (high arsenic), and production has dropped significantly over the life of the wells, despite periodic re- development. 4. This project will replace approximately 3,200 If of an asbestos cement piped water main, which is presently the sole connection from our water production facilities. The piping is approximately 40 years old and failures have become more frequent. Any failure of this transmission main is catastrophic to supplying water to the distribution grid. It is undersized to meet demand, however the construction of the second transmission main, described in Number two above, will allow for the pipe sizing to remain at 10 ". Issues and Benefits The purpose of the improvements is to provide a more reliable water supply to Kenai water system. A recent study by the City of Kenai indicates that many of the area's private wells have poor water quality and /or contain arsenic, which is a significant public health concern. Page 1 of 4 The construction of a new production well(s) producing water meeting the EPA water quality standards will eliminate the need for water production from the existing municipal production wells No. 1 and No. 3, thereby bringing the City of Kenai's water production in compliance with the EPA water quality standards. ADEC has granted the City of Kenai a variance to the EPA water quality standards until December 31, 2009. The Kenai area is currently growing. New developments include a new Home Depot, Lowes, Target and residential homes. The City's single well which meets water quality standards, in it's current capacity, is unable to supply sufficient water to the community on warm sunny days when outdoor water use is at a maximum. The City is concerned about adequate water supply for fire flows, and standby power generation is needed to energize Well 2 in the event of an extended power outage. The City has instituted rationing in the past to assure sufficient water storage. They will continue to ration during warm periods in the summer until the well can be brought on line. This project will provide badly needed production to their water supply and will increase available fire flows. The standby generator for the new well (Well No. 4) will also provide backup power for existing Well No. 2. The benefit of this project will be a more reliable supply of drinking water and fire fighting water to residents, and important community facilities. The construction of new transmission mains will provide municipal water to areas served by private wells, the majority of which produce water greatly exceeding the EPA water quality standards for arsenic, and in a number of cases, manganese, iron and /or chlorides as well. The construction of the new water mains will also provide a more reliable connection between the City well(s) and the City's water distribution system. The City of Kenai's water supply well(s) are connected by one aging, undersized water main. In the event that the single water line fails (by aging, inadvertent damage, or earthquake) the City's wells will be cut off from the water distribution system. This new line will provide for a more - conventional looped -style design that will feed water to the distribution system should one of the mains fail. The Kenai area is currently growing. The City is concerned about adequate water supply in the event of an earthquake or major fire. This project will provide the needed redundant connection between the water wells and distribution system. The benefit of this project will be a more reliable supply of drinking water and fire fighting water to residents, and important community facilities. The existing 10 -inch AC water main along the Kenai Spur Highway, is undersized and constructed with AC pipe which is brittle and fragile. The purpose of this improvement is to replace this main with HDPE water pipe to improve its capacity and reliability. The line is the only connection between the City wells and the City's water distribution system. In the event that this water line fails (by aging, inadvertent damage, or earthquake) the City's wells will be cut off from the water distribution system. This new line in conjunction with an proposed new additional looped water line in Lawton Drive will provide a reliable redundant connection between the wells and distribution system. The benefit of this project will be a more reliable supply of potable drinking water and fire- fighting water to the community. Page 2 of 4 FUTURE PROJECT PHASES New 16" Water Main, Bridge Access Road (Kenai Spur Highway to Beaver Loop Road) Project Description This project phase provides for approximately 7,000 lineal feet of new 16 -inch HDPE water main along Bridge Access Road between the Kenai Spur Highway and Beaver Loop Road. Issues and Benefits The City dock area is growing and there is significant interest for development along Bridge Access Road and the waterfront. Piped utilities are needed to support the anticipated developments. The waterfront area is currently served with wells and septic systems, which are not adequate for the higher density developments. Private water wells have poor quality water, not meeting EPA water quality standards for arsenic, manganese, iron, and /or chlorides. New 10" HOPE Water Main from Kenai Spur Highway to Lawton Drive along Swires Road Project Description This project provides for the construction of 2,500 lineal feet of new water line in Swires Road between the Kenai Spur Highway and Lawton Drive. Issues and Benefits This provides an additional connection between the existing transmission main and the new transmission main proposed in this application. It also will provide water meeting the EPA water quality standards to a developing area in which the several private wells produce water not meeting the EPA water quality standards for arsenic and manganese. Page 3 of 4 New 16" Water Main, Beaver Loop Road (Bridge Access Road to Lawton Drive) Project Description Construction of a new 16" HDPE water transmission main, approximately 17,800 If in length, along Beaver Loop Road. Issues and Benefits The area which would by served by this transmission main is primarily residential with commercial development along the Kenai River. The majority of private wells in this area produce water of poor quality which does not meet EPA drinking water standards. There are a large number of residential subdivisions in this area, and the area is rapidly developing. The construction of this transmission main would provide municipal water meeting EPA drinking water standards, fire protection, and would provide another transmission main loop to serve the core area of the distribution grid. Page 4 of 4 • of 1 by mmhn l Y' FUTURE -... BEAVER LOOP ROAD }HATER MAIN / (APPROXIMATELY 17 800 Lf LEGEND EXISTING WATER MAIN UPGRADE EXISTING WATER MAIN PROPOSED NEW WATER MAIN HATTENBURG OILLEY & LINNELL IL 1;4 ,e*E4pi Engineering Consultants • ENGINEERING EARTH SCIENCE SURVEYING PLANNING PROJECT MANAGEMENT • ENVIRONMENTAL -2120 - ANCHORAGE 4G5230- PALMER WVJW.HOIALASKACOM DATE SCALE WATER SERVICE IMPROVEMENTS BEAVER LOOP ROAD CITY OF KENAI KENAI, ALASKA • 1101 r {p1, 1 =1. by mrr - F r BRIDGE ACCESS RD WATER MAIN _ - (APPROXIMATELY 7.000 LF) - LEGEND EXISTING WATER MAIN UPGRADE EXISTING WATER MAIN "r PROPOSED NEW WATER MAIN _rovth:IHAITENDLIRG DILLEY & LINNELL Eng1: eering Consultants • ENGINEERING SURVEYING • PROJECT MANAGEMENT 907) 564 -2120 - ANCHORAGE 907) 746-5230 - PALMER • EARTH SCIENCE • PLANNING ENVIRONMENTAL W W W.HOLALASKACOM WATER SERVICE IMPROVEMENTS BRIDGE ACCESS ROAD CITY OF KENAI KENAI, ALASKA DATE: 7/24/08 DRANK BY SCALE_ = 1000' CHECKED BY. ,MIMHN 08 -028 • et R\Ii,hn UPGRADE SPUR HIGHWAY 10" AC WATER MAIN (APPROXIMATELY 3,200 LE) SWIRES ROAD WATER MAIN (APPROXIMATELY 2;500 LF) LEGEND EXISTING WATER MAIN UPGRADE EXISTING WATER MAIN Pa' PROPOSED NEW WATER MAIN TOGL4K STREET — LAWTON DRIVE /BEAVER LOOP ROAD WATER ri,A∎r : (APPROXIMATELY '10.100 LF) HATTENBURG DILLEY & UNWELL Engineering Consultants ENGINEERING • EARTH SCIENCE SURVEYING • PLANNING • PROJECT MANAGEMENT • ENVIRONMENTAL 7) 564 -2120 - ANCHORAGE 746-5230 - PALMER WWWHOIAL4SKACO WA I bR SERVICE IMPROVEMENTS KENAI SPUR HIGHWAY CITY OF KENAI KENAI, ALASKA DATE 7/24/( • IN MMHN SHEET: SCALE- = 7000 SLH JOB NO 08 - -028 Rick Koch From: Sent: To: Subject: Hi Rick, Verrelli, Beth A (DEC) [beth.verrelli @alaska.gov] Friday, August 15, 2008 4:24 PM Rick Koch RE: Questionnaire - Question Thanks for your call and email. The scoring committee asked me to follow up on several questions /clarifications that are needed to finalize the score for your New Water Transmission Mains /Well House project. 1. Clarification of work that is intended to be funded under the SFY10 request. Currently you show a total of $18.8M of potential construction work, with your grant request for $2,070,000 with total "Project Costs" shown as the same $2,070,000. It would be appreciated if you could please clarify the project components being funded under this grant, and show the associated project costs with the correct 70/30 match allocation. 2. Confirm what transmission main components are directly attributable to the arsenic issue, and which may be associated with redundancies or distribution extensions. 3. For this SFY10 request, please confirm what federal monies will be used in conjunction with this project. 4. For the Development Status question, you said facility planning documents were provided to DEC for SFY09. Please identify the documents you are submitting to meet the facility planning needs for this project. Let me know if you have any questions, and I look forward to getting your response by Wednesday of next week. Sincerely, Beth A. Verrelli Project Engineer Division of Water /Anchorage Municipal Grants and Loans (907) 269 -7603 Original Message From: Rick Koch [mailto:rkoch @ci.kenai.ak.us] Sent: Friday, August 15, 2008 3:01 PM To: Verrelli, Beth A (DEC) Subject: RE: Questionnaire - Question Beth, I'm in Canada, you can reach me at (907)398 -0190. After all of our exploration for wells ( +100 sampled, +10 drilled) capable of producing water meeting the EPA water quality standards we were left with only one old (30 years) municipal well that has high color (60), but meets water quality standards. This well has limited production and will not meet the systems demand. We explored arsenic removal. The capital cost, while high, paled in comparison to the operational costs and the difficulties in disposal of waste water (400,000- 600,000 gallons per day) and sludge containing toxic materials. The increase in operational cost of the system was two to three times the current cost. A residential customer would see their monthly rates increase from $ 60 to a minimum of $ 120, and possibly higher. We decided the only cost effective solution was to increase the production from the aquifer with high color to meet system demands and to abandon two existing municipal production wells with arsenic in the 25 -35ppb range. In order to provide adequate capacity to the system a new transmission main must be constructed (mostly designed already), and improvements to the existing aging AC transmission main are required. We hope that as arsenic removal technology improves, operational costs are reduced, and the quantity of waste by- products are reduced, that the City might be able to consider the construction of a production well near Eagle Rock on the Kenai River where water quality was high, with the exception of arsenic (22- 28ppb) and production values were very high. With rare exception private wells in Kenai produce water containing arsenic in the 50ppb to 180ppb range. We also found a number of private wells containing levels of mangenese, chloride, and iron significantly higher that the EPA standards. Please give me a call. Thnaks, Rick Original Message From: Verrelli, Beth A (DEC) [ mailto :beth.verrelli @alaska.gov] Sent: Fri 8/15/2008 10:18 AM To: Rick Koch Cc: Subject: Questionnaire - Question Hi Rick, The Scoring Committee is reviewing questionnaire submittals and wanted clarification on what happen to the arsenic issue...can I give you a call shortly after lunch? Sincerely, Beth A. Verrelli Project Engineer State of Alaska Department of Environmental Conservation Division of Water, Municipal Grants & loans 555 Cordova Street 2 Anchorage, AK 99501 (907) 269 -7603 www.dec.state.ak.us beth.verrelli @3aiaska.gov eke of KENAI, ALASKA August 20, 2008 'Village with a Past, Gc with a Future' 210 Fidalgo Avenue, Kenai, Alaska 99611 -7794 Telephone: 907 -283 -7535 / FAX: 907 - 283 -3014 State of Alaska Department of Environmental Conservation Municipal Matching Grant Questionnaire for SFY 010 Responses to Questions /Clarifications Question/Clarification tt 1 '1111.' 1992 Clarification of work that is intended to be funded under the SFY10 request. Currently you show a total of $18.8M of potential construction work, with your grant request for $2,070,000 with total "Project Costs" shown as the same $2,070,000. It would be appreciated if you could please clarify the project components being funded under this grant, and show the associated project costs with the correct 70/30 match allocation. Response: The total project scope is approximately $ 18.8 million. The scope of the work (Project Component Numbers 1 -4) supported by this grant request totals $ 7,861,436. The City of Kenai presently has unencumbered funds from previous grant awards, or pending grants (including the municipal match) totaling $ 4,909,207. The total funding needed to support the project scope requested in the grant application is $ 2,952,228, reducing that amount by the required 30% municipal match results in a grant request of $ 2,066,559.60 (rounded off to $ 2,070,000). Question/Clarification t# 2 Confirm what transmission main components are directly attributable to the arsenic issue, and which may be associated with redundancies or distribution extensions. Response: The only transmission main component that is not directly attributable to the arsenic issue is project component number 4, "Replace 10" AC Water Main with 10" I-IDPE Water Main ". This aging and failing transmission main presently serves as the sole transmission main to the municipal grid, and is undersized to meet current system demands. The construction of project component number 3, "Construct New 16" Water Main from Well #2 to Lawton Drive and Swims Road eliminates the risk to the system of a of a catastrophic failure of the existing 10" AC main. There have been an increasing number of failures of the aging AC piping. While this smaller project component is not directly attributable to the documented human disease event (arsenic) it is a critical component of the municipal water system. If ADEC decides to eliminate project component number 4 from our grant request we respectfully request that project component number 5, "Construct New 16" Water Main Along Bridge Access Road from Kenai Spur to Beaver Loop" be considered. This area along Bridge Access Road is served by private wells. We have sampled the majority of the wells in this area of both commercial and residential development, and arsenic levels range from 70ppb to 180 ppb, and manganese and chlorides also exceed the EPA water quality standards. I would have prioritized project component number 5 higher than number 4, but I was attempting to keep the funding request near $ 2 million. If project component number 4 is eliminated and project component number 5 is added the financial summary of the grant request would be as follows: Cost Estimate for Project Components 1 -3 & 5 $ 9 9 498 9 676 Less Existing Funding ( 4,909,207) Needed Additional Funding $ 4,589,469 Less 30% Local Match f 1,376,841) ADEC MMG Funding Request $ 3,212,628 Question/Clarification # 3 For this SFY10 request, please confirm what federal monies will be used in conjunction with this project. Response: EPA FY08 Special Appropriations Act Project (SAAP) grant identified in the State and Tribal Assistance Grants (STAG) in the amount of $ 288,000. I have attached three pages of the notification from EPA. Question /Clarification # 4 For the Development Status question, you said facility planning documents were provided to DEC for SFY09. Please identify the documents you are submitting to meet the facility planning needs for this project. Response: The Arsenic Groundwater Study (Final Report) prepared by Hatteuburg Dilley & Linnell, dated June 4, 2007. A copy of the cover is attached. If you require another, or additional copies please contact me at your convenience. UNITEn STATES ENVIRONMENTAL PROTECTION AGENCY } \��! WASHINGTON, D.C. 20460 SUBJECT: FROM: ['O. • PURPOSE OFEFCE OF WATER 6/17/2008 Award of Special Appropriations Act Project rants Autotized by the Agency's FY 2008 Appropriations Act lames A. Hanlon, Director/ Office of Wastewater Mar/agemen, Water Management Divisi tI_ hectors Regions I - X This memorandum provides information and guidelines on how the Environmental Protection Agency (EPA) will award and administer Special Appropriations Act Project (SAAP) grants identified in fire State and Tribal Assistance Grants (STAG) account of the Agency's fiscal year (FY) 2008 Appropriations Act. BACKGROUND The FPA section of P. L. 110 -161, the "Consolidated Appropriations Act, 2008, ", also referred to as the Agency's FY 2008 Appropriations Act, includes $1.35,000,000 in the STAG account for 280 water, wastewater and groundwater infrastructure projects. Also included as separate line item in the STAG account was $20,000,000 for the United States - Mexico Border Program. The John Explanatory Statement for Division F of the FY 2008 Appropriations Act - Departrnent Of The Interior; Environment, and Related Agencies Appropriations Act, 2008, specifically identifies two projects to be funded directly from the line item. for the United States - Mexico Border Program: "85,000,000 is directed to the El Paso and Brownsville projects funded in prior years" The FY 2008 . Appropriations Art also contains a rescission of 1.56% from all appropriations accounts. The specific requirements governing the award of the special projects and programs are contained in the following documents. the FY 2008 Appropriations Act, the Joint Explanatory Statement for Division F of the FY 2008 Appropriations Act - Department Of The Interior, Luvirontnent, and Related Agencies Appropriations Act, 2008, the .House Report (H. Rept. No. Intorno( Address (URL) o httplOwww.epa.gov ReopalodlRecyclable • Pitnlod wtln Vopntablo oN saw Inks on Recycled Paper (Minimum 3O% Postconsumor) The City of Big Bea' lake. De.,partmenl of Water and Power to Upgrade the 20 CA Pipeline Infrastructure $1,000,000 5956,000 21 CA The City of Arcadia for the Arcadia /Sierra Madre Joint Water Infrastructure 5500,000 $477,000 The City of Barstow, County of San Bernardino for the Sewer Master Plan 22 CA Implementation, Phase II $500,000 $477,000 The City of Huntington Park for the Slauson Avenue Water Line and Yard 23 CA Rehabilitation $400,000 $382,000 w 24 CA The City of Manteca for Water Treatment Infrastructure Upgrades $500,000 $477,000 c The City of Sacramento, Sacramento Department of utilities for Downtown 4 or 25 CA Sacramento Combined Sewer Improvement $500,000 5477,000 i1 26 CA The City of San Clemente for Expansion of Water Reclamation Facility $500,000 $477,000 The City of San Francisco, Public Utilities Commission for the Lower 27 CA Mission District 5700,000 $669,000 28 CA The City of Seaside for Monterey Bay Outfall Dry Weather Diversion 5500,000 $477,000 29 CA The Gity of Temple City for the Sanitation Sewer Rehabilitation Project $150,000 $144,000 30 CA The City of Vallejo for Mare Island Sanitary Sewer and Storn'i Drain $650,000 $621,000 The Town of Yucca Valley, Hf -Desert Water Agency for a Wastewater 31 CA Treatment System $375,000 $358,000 179 NV The City of Fallon for Wastewater System Improvement $500,000 $477,000 180 NV l he Gity of Reno for sewer extension project $400,000 $382,000 181 NV The City of Cason City for water system improvements $300,000 $286,000 182 NV The Moapa Valley Water District for arsenic treatments $300,000 $286000 183 NO Esnmeralda County for water system Improvements $100,000 $96,000 184 NV The Town of Overton for the Collection System Infiltration Study - $212,000 5203,000 512,357,000 511,831,000 1 AK The City of Kenai for water treatment project $300,000 5288,000 2 AF. 'The City of Kodiak for water and sewer Improvement's project $ °u00,000 $478,000 3 AK The City of Wrangell for water and sewer upgrade project $550,000 5526,000 4 OK The City of Ketchikan fol. water and sewer upgrade project $650,000 5526,000 66 ID The City oCMSnsing for drinking wafer system rehonstruction project $432,000 $412000 67 ID The City of Hazelion for wastewater system improvements project $469,000 $448,000 68 ID The City of SL Anthony for wastewater system improvements project $562,000 $537,000 69 ID The City of Rexburg for wastewater and siormwater facilities project $137,000 $131,000 70 ID The City of Buhl for drinking water project $300,000 $286,000 71 ID The City of Twin Falls for the Auger Frills Wastewater Treatment Project $500,000 $477,000 209 OR The City of Coburg for a Wastewater System Project 5500,000 $477,000 o The City of Portland for decentralized stormwater management system $ 210 CR improvements 5550,000 $526,000 tX. The City of Monitor, Chelan County Public Utilities District, for drinking 760 WA water upgrades $600,000 $573,000 261 WA The City of Winlock for wastewater treatment plant upgrades 5400,000 $382,000 262 WA The City of West Richland for water treatment system upgrades $300,000 5286,000 Mason County for Wastewater Infrastructure Improvements for the 263 WA Community of Beifair $2,000,000 51,91'I,000 264 WA Seattle, Seattle Public Utilities (or South Park Drainage Project $500,000 5477,000 2175 WA Skokomish, Skokomish 4ndian Tribal Nation for Wastewater Treatment $1,000,000 5956,000 266 WA The City of Longview for a water treatment facility $500,000 5478,000 The City of Mercer island for the Mercer island Sewer Lake Line 267 WA Replacement $500,000 $477,000 268 WA The City of Mountlake Terrace for Water Main System Replacement $500,000 $477,000 269 WA The City of Puyallup for Water and Wastewater Infrastructure $500,000 $478,000 $12,150,000 $11,607,000 $140,000,000 $133,631,000 Rick Koch City Manager City of Kenai 210 Fidalgo Ave Kenai, AK 99611 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION 10 ALASKA OPERATIONS OFFICE Room 223A, Federal Building 709 W. 9th Street PO Box 20370 Juneau, Alaska 99802 -0370 July 28, 2008 RE: Application for the City of Kenai Water Treatment Project EPA's FY08 Special Appropriation Funds $288,000 Dear Mr. Koch, The City of Kenai is included in the Agency's Fiscal Year (FY) 2008 Appropriations Act with funding for a water treatment plan. The appropriated amount of $300,000 was reduced to $288,000 due to mandatory rescissions. The FY08 Guidance is enclosed and outlines how such funds are to be managed by the Environmental Protection Agency (EPA). An example of a completed EPA grant application is enclosed, The following web sites may be helpful. http : / /vosemite.epa.pov /r10 /omp. nsf /webpaqe /Region +10 +Grants +Administration +Unit http: / /www.whitehouse.gov /omb /grants /grants circulars. html http: / /www.whitehouse.gov /omb /grants /grants forms.html http: / /www.epa.gov /r5water /stpb /pdf /SAAP %20Guidance %202008 %20signed. pdf m._i9r_Y_r::�, 5 . Ern( NE KENAI"'� Please be advised that: the City is required to provide a minimum cost share of 45% of the project's costs and EPA's grant share cannot exceed 55 %: there are restrictions on costs incurred prior to award of the EPA grant: and the City must comply with the National Environmental Policy Act (NEPA) before EPA can award a grant for design or construction. Prior to submitting the grant application, please reference the following list to ensure the information is enclosed. In addition, please check the budget details in the Work Plan to ensure they numbers have been cross- checked against the cost figures in the SF424 and SF424A. The numbers must be compatible. Please submit two (2) original copies of the grant with signatures in "blue ink ". If you have any questions or need assistance, I may be contacted at (907)586 -7620 or by email at gissel.billRepamail.epa.gov. Sincerely ohn Gissel EPA Project Officer 1 City of Kenai Department of Public Works ARSENIC GROUNDWATER STUDY FINAL REPORT Anchorage, Alaska June 4, 2007 Prepared By: Lorie Dilley, PE /CPG Principal Geologist H_A TTENBURG DILLEY & LINNELL_ Engineering Consultants 3335 Arc(Ic Blvd., Ste. 100 Anchorage, AK 99503 Phone: 907.564.2120 Fax: 907.564.2122