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HomeMy WebLinkAboutMOUNTAINSIDE VILLAGE BLK 4 LT 7Jul 19 22 11:59p Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE e, d � Development Services Department `;' Phone: 907-343-7904 On -Site Water & Wastewater Section \, / Fax: 907-343-7997 Pump Installation Log Well Dr1ling Permit Number: Parcel Identification Number: 020 172 02 Date of Issue: Legal Description MOUNTAINSIDE VILLAGE Block 4 Lot 7 Property Owner Name & Address: CUNHA JACOB & KATHARINE REVOC TRUST 2017! CUNHA JACOB P & KATHARINE M CO -TRUSTEES 17601 MOUNTAINSIDE VILLAGE DRIVE ANCHORAGE, AK n516 Pump Installation Date: 07 - 18 - 2022 415 Pump Intake Depth Below Top of Well Casing: feet RED JACKET Pump Manufacturer's Name: 100C31118S21 Pump Model: 1'0 Pump Size: hp 15 Pitless Adapter Burial Depth: feet MARTINSON Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Completion? X Yes ❑ No Method of Disinfection: PELLETS I Comments: Pump Installer Name: ANCHORAGE WELL &PUMP SERVICE 7640 KING STREET Company: ANCHORAGE, AK 99518 Mailing Address: 907-243-0740 City: State: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Municipality of Anchorage Page ¢ .of--~- DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL' SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report PID Number: ~ Permit Number: ~-Wq3o~__~_~_ ......... ~~~yste_m: _..~._~New [] Upgrade , ~_~ __ ELD ~Trench E] ShaLIow Trench [] Bed [] Mound [] Other ~3/'0/ ~ Depth from original grade: LEGAL DESCRIPTION BLock: Range: WELL: [] New ~ssification (Private, A,B,C): ilier: Yield: Pump Set at: /,,¢- GPM Subdivision: )ipe bottom from originat grade: Grevel depth beneath pipe :il[ added above original grade: Gravel length: ~ber of lines: ,nce between lines; width: [] Upgrade ~.-~:t. ~aterial: Depth: d To: area: ~ ~o~ ~/ ~, v,o. dZd SQ, ~ ~ G ~ Ft. nstalled: te Drilled: Static Water Level: nstaller: Height Above Ground: TANK Ft. ~ Ft. SEPARATION DISTANCES To Absorption Lilt Station From Weth /~O / Surface /0¢ ~- Water Lot ~ Line :oundation / 7 / Curtain [)rain ,marks: Manufacturer: ariel: "Pump on" level et: Make & Model [] Holding [] S.T.E.P. ' in gallons: er of Compartm,,nts: LIFT STATION mufacturer: ' level at: atrical inspections performe BENCH MARK water alarm at: Location and Description: sumed Elevation: ENGINEER'S SEAL 17034 Eagle River Loop Road,, No, 304 h~spections performed by: ___EaCe~iver, Alaska g9577 _ Dates: l sL¢ 2nd Department of Health/and Hum~n~ervices a, Reviewed and approved by~ --///~/~4"((;/'~ L ,, ~¢~ Date: Page_ 2 ___of- 2 Permit No. ~9 3_~A6JS_ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report MOUNTAINSIDE VILLAGE SUB[)IVISION, No'02017202 Legal Description: BLO_C__K 4_~OLOT 7 PID .. /-- FINAL GRADE~ CO1 99.0' C02 / 9 93.0' N,T.S. 96.8' 99.3' % 84.7' 84. · 78.3' NO WATER FOUND FC0 5.0 CO1 C02 27.0 C03 30,5 C04 32.0 C05 2%0 C06 64.~ CO7 4.4.C C08 72.( MT1159,[ .5 .5 L5 1.0 '0 4EW 1250 GAL. sEPTIC TAN[( SCALE l" = 40' TRENCHES MT 1 ENGINEER'S SEAL 72-013 A (2/91) MOA 25 STATE OF ALASKA I~EPARTMENT OF NAI'URAL RESOURCES DIVISION OF WATER WATER WELl. RECORD '~'I'%' OCATION OF WELL~. .. ' LOCAYION/~K~CH~ ~L OWN~R~ DEPTHS M~BURE~ FROM~ Iop ~ground euda~a WSL~ DEPTHt Depth of hole:~~ft Materld Typt and Color From To  TH TO STATIC WATER L~EL: ftbelow ~ top of casing 0 groun~ suda~e OF DRILLtNfl~ ~alr ~ot~ry ~ cable tod 0 other USE OF W&Lb ~ don~estic 0 i~doation ~ monitor ~ public supply ~ o~her~.. ............... ~:. Casino type, In, WELL INTAKE OPENING TYPE: ~ open end ~ screened 0 pedotataU ~ open hole Depth~ of openings: ~to.__ _ ft DEVELOPMEN Duration: 8CREIiN TYPE: Diem; .......... In, Sigh'Mesh Size:, Len~th;.~~ it C~RAVEL PAC~ T~.E: Volume u&ed: ~ ,~ D~pth to top: GROUT TYPE: Voluma: Depth: ft to ~ ft 'HOD, ~~ L~-VEL AND YIELD: after ~'~-. hfs pumplng~gl PUMP INTAKE DEPTH: m~- ft Horsepower: __ WELL DISINFECTED UPON COMPLLrFION7 I~ YES ~ NO CONTRACTOR INFORMATION: signature o! Authori~'ed Hespre~%tat w'tat w"~T~--l~t'T---- PLEASE MAIL WHITE COPY OF DNR/DIVISION OF WATER PO BOX 772116 EAGLE RIVER AK 89~77-2116 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930466 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:MASON DONALD D OWNER ADDRESS:7630 EVANDER DRIVE ANCHORAGE, AL 99518-3101 PAGE 1 OF DATE ISSUED:il/03/93 EXPIRATION DATE:il/03/94 PARCEL ID102017202 LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE BLK T 7 4 L LOT SIZE: 61829 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (ISAACS0). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343--4744 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED B : y ROBERT SHAFER, P,E. ROGER SHAFER, P.E. October 27, 1993 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE pLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Mountain Side Village Subdivision, Block 4, Lot 7 Request you issue a permit to drill a well and install a septic system to serve the proposed four bedroom house on the referenced property. Test holes were excavated and percolation tests performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation no water was encountered. After seven day ground water monitoring water was found at 14.5 feet in test hole #2. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic system. If you have any questions, or require additional information for your review, please contact us. Sincerely, ~cRobert A. Sha~or, P.E. RAS/LSU/Isu 17034 NORTH EAGLE RIVER LOOP ° SUITE 204 o EAGLE RIVER, ALASKA 99577 z ~ © ~- U~o ~-~ o ~ o , ~ ~ ~ ~ z · . ~ ~ ~ ~-,- oH ~ ~0 ,~ ~ ~ ~ ~z o~O 'N ,0 ~qVO~ ,07 = .,I,  Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:..~-"~/~L~r'T/1J. SlX ~///~,~ Township, Range, Section: · r SLOPE r 5 6 7 8 9 10 11 12 SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, ATWHAT Oeplh lo Water ^{ler 13 MonitarinB? ~"~F__ Dale: ~ i0}-~ :. Gross Net tl~;do .] Net' Reading Date Time Time ~'vvater '. ~S I~ ~ ~ '~ " ~ls " h'.o~ t~" 5 ~/¢ ~" ..... 14 15 17 18 19 20 PERCO1. ATION RATE \'~,~ tm,nutes/mch) PERC HOLE DIAMETER ' PERFORMED BY: ~-~-~m'be~~~~ Ea le River I ON THIS DATE DATE' AOOO.~A.O~ w,.. :~ ....~,~,~,~m~u.~.~% o. T"'S"*' ' ' 72-008 (Rev 4/85) / ~ PERFORMED FOR:'~L Municipality ot Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O /,,/'/(_..L.,~,Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? ? Gross Net Depth to Net Reading Date Time Time Water Drop ~ ~o ,, 5~' ~'~ :~ ~o ~ 5~" ~/~" : ' PERCOLATION RATE ~';~'~ ' TRU BETWEEN ~' ~AND ~ FT TES ,.-" -- ,, 72-008 (Rev. 4/~) ON-SITE WASTEI4/A TER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Mountain Side Viflage Subdivision, Block 4, Lot 7 GENERAL: 1. The scope of this project includes the installation of a 1250 gallon septic tank and a leachfield trench to serve the proposed four bedroom residence on the referenced property. Construction shall be in accordance with the approved site plan and design drawings; Municipal permit with any special provisions or conditions; and all appficable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On afl leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded a rea. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALI..A TION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. Afl standpipes on the septic tank shaft extend a minimum of 12 inches above final grade. Page Two Mountain Side Village Subdivision, Block 4, Lot 7 October 27, 1993 Septic tanks installed with less than 4 fl. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line betwee, n the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shafl be located on undisturbed soft not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a m/n/mum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soft backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter and installed approximately in the locations shown on the design. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of tt~e distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page Three Mountain Side Village Subdivision, Block 4, Lot 7 October 27, 1993 MINIMUM MA TERIAL SPECIFICA TIOIVS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe. Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shaft be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soft backfill. All leachfield gravel (sewer rock) shaft be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, it's gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page Four Mountain Side Village Subdivision, Block 4, Lot 7 October 27, 1993 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # ~'.~)~(~ 1. GENERAL INFORMATION Complete legal description Lot 7; Block 4; Mountainside Village Su~ivision Location (site address or directions) 17601 MountainsiSe Drive, Anchorage Property owner Mailing address _ p.o. Lending agency Mailing address Paul Markstrom Box ]]2049, Anchorage, Alaska Day phone 243-3333; 345-7446 99511 Day phone Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: Pour (4) TYPE OF WATER SUPPLY: Individual well Community well NOTE: XXX Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: xxx Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev.~/91) F~onl MOA~21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverifythatbased on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. S & S ENGINEERING --~') Name of Firm l~03-4~'~a~er Loop Roa~i No, ;~-- Phone _/~ ~Z/~ ~'_.~-~-/? ~ Address . Eagle River, Alaska ~5~7~ / Engineers signature Date //~ DHHS SIGNATURE [/"~Approved for Disapproved. bedrooms. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: ' Date ..__ /-~ / The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragrap,~ 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work, Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST L. egal Descriptio,:/.~)-'( -)7-( /~,/--~c( / /~'1.7/~J, ~q/~. Parcel I.D. (~r/'~O / A. Well Data Well ~pe ~l ~ ~-~ ~ If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) _ ~ Date completed ~ ~.~ Driller ~'~/~ Total depth L_//¢~, .... Cased to 6 :~ Casing height Sanitary seal ~_J~N) . Y~-(~ Wires properly protected~J~N) FROM WELL LOG AT INSPECTION · ~,~ MUNICIPALITY OF ANCHOP, LAGE Date of test _ ~./.~/c~L''[ jO//~ - /'~)~JO ~.~¢~/,RONMENTALSERVlCES DNISION Static water level ~ ~ ' ~ ( UN 0 7 1994 Well flow I~ ~ g.p.m, g.p.m. Pump leveH qL/O '' RECEIVED SEPARATION DISTANCES FROM WELL TO: Septic/h~ank on lot I ~© '(' Absorption field on lot J ~LO 4- Public sewer main ~--)//~ Sewer service line _; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank IC)6 106 "/- WATER SAMPLE RESULTS: Coliform (~ Nitrate Date of sample: Collected by: .._~ ~ C_~ B. SEPTIC/HOLDING TANK DATA Date installed ~/ [~/c~( Tank size I~O ~Pcc. Compartments Cleanouts CN) ~_..~ Foundation cleanout ~) ~/~.-~ Depression (Y/~_.) High water alarm (Y/N) /q)/~ Alarm tested (Y/~.)) Date of pumping _ (:K.)//g '- ¢~ ~ Z,~./'.~ ,C Pumper .2 SEPARATION DISTANCES FROM SEPTIC/N:~¢~ TANK TO: Well(s) on lot J c~LG '-P' On adjacent lots J (~ To property line ._~ (~ ~-k Absorption field I,() ~'Y Sudace water/drainage J©O' ~' Foundation Water main/service line 72-026 (3/93), Front CONTINUED ON BACK PAGE C. LIFT ST'¥'AT4ON_._ Date installed '~ Manufacturer .. ;~ '~y~l~l;IOns ,,pump on. i-~"v~l at~~nh at~ High water alarm level Meets MOA electrical codes (Y/N)  On adjacent lots Surface water D. ABSORPTION FIELD DATA ~'~'"~¢::~. Length I (~ ~' / I ¢ u}~/Width Total absorption area IOL~ Soil rating (GPD/F¢) ~), ~ System type ~/~¢_¢..~oid ~,~ ~/~/-~ Gravelthickness ¢ ~ ~ Totaldepth /0' Cleanout present (~I)4) . yf~E Depression over field (Y~).~ 2~ Date of adequacy test ~///~ -/'~ ~/_c: Results(pass, fail) Water level in absorption field before test Peroxide treatment (past 12 months) (Y/~) SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot To building foundation On adjacent lots Surface water Curtain drain for ~ Bedrooms After test ~"--)//~ If yes, give date On adjacent lots [~0 4- Property line /.._.~ 'P To existing or abandoned system on lot Cutbank ~ Water maiWse~ice line Driveway, pa~inCvehicle storage area ~0 ~ E. ENGINEER'S CERTIFICATION I cerb'fy that/have checke~~A and HAA guidelines in effect on the date of this inspection. Signature .. X// /,~P' ~,,!:~:~~:% i ,' HAA Fee $ -Lcd:- Date of Payment Receipt Number 72-026 (3/93)' Back Waiver Fee $ Date of Payment Receipt Number CT&E Ref.# Client Sample ID Matrix ClientName Ordered By Project Name Project# PWSID Commercial Testing & Engineering Co. Environmental Laboratory Services ~,::~:~'L/'~/~/~'_,~'~':'::/:::'~:-2'~','~-:':,'~/:::~: '":/':: /.,~>v:,::/'~:> /C.:~: ~ LABORATORY ANALYSIS REPORT 94.2516-1 L7 BLK4 MOUNrFAIN SIDE VILLAGE WATER S & S ENGINEE1C1NG WORK Order 78799 Printed Date 06/01/94 @ 14:12 lu's. R.J.S. Collected Date 05/24/94 ~ 16:00 h,'s. ReceivedDate 05/25/94 (0 13:00 hrs. UA Technical Director STEPHEN C. EDE S amp 1 e Rem ark s: Parameter Nitrate-N ROU'ITNE SAMPLE COLLECTED BY: J.N. QC Allowable Ext. Anal Results Qual Units Method Limits Date Date Init 1.33 mg/L EPA 353.2/300.0 10 05/27/94 CMR * See Special Instructions Above ** See Sample Remarks Above U = Undetected, Repodcdvalue is the practical quantification limit. I) = Secon&~ry dilution. UA = Unavailable NA = Not Analyzed IJF = Less GT = Ch'eat er 'Ihan 5633 B Street, Anchorage, AK 99518-1600 -- Tel: (907) 562-2343 Fax: (907) 561-5301 ENVIRQNMENTAL FACILITIES IN ALASKA, CQLORADO, FLORIDA, iLLINOiS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA