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Home My WebLink AboutWYNTER PARK #1 BLK 1 LT 47 Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DlVlStON P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343.-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~'~,M' ?£0o F',2 PID Number: 0.5'/- Name: Ct/,4P-~E-~ F..~ ~u.~li.V ~. 7-/~/vt Wastewater System: D New D Upgrade ~,. p~/¢ OU~e.T~.oh ~Sn~,o~r~n~h U~d U~o~UOt~e~ LEGAL DESCRIPTION sog Rating: J Total Depth~riginal grade: GPD/Sq, Ft. Subdiv~ion: DeCh to pipe bottom from original grade: ~epth beneath pipe Fill added above original grade' Classification {Private, A,B,C): Total Depth: ~ Tot~ption area: Pipe material: Driller: )at~-~illed: Static Water Leveh Installer: Date installed: // GPM J P,mp Set at:, ~,. TAN K SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. From Tank Field Station Tank Sewer Lines Welt- JO0 ~ /¢¢ ~ Dd-¢ Material: Number of Compartments: Sudace Curtain ~ J'~x/~ Pum~odel Electrical Inspections pedormed by: Location and Description: J Assumed Elevation: Inspections performed by: 17034 Eagle River Loo~ Read. N~g~: lst~ Eagle EIver, Alaska ~577 2nd Department of Health and Human Services approval ,~ ~'' ". ...... · 72-013 (Rev. 9/91) MOA 25 PERMIT NO, $W980042 PAGE 2 OF 2 ~uDi£ipg_U ¢. y_o..F DEPARTMEN! uF H~AL/H ANU HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O, Box 196650 eAncho~ge, At~sk~ 99519-6650eTetephone~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT L~,OAL LOT 47, BLOCK 1, WYNTER PARK ~.I LOT 48 P.I.D. ~o. 051-491-06 / / FCO A a 17,0' 17,0' / LOT 49 ST1 27.0' 15.0' ST2 52.0' 18.0' / ,,/ STI ST8 GRADE /~6 LOT 47 N~W lOOO GAL · EXISTINO S.T. CRIB LOT 46 DBL1 DBL2 DIVERTER VALVE FCO 1 O00 (2AL, SEPTIC TANK LOT 19 CE -8801 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PEPRv~IT NUMBER:SW980042 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:TIMM CHARLES F & SUSAN R OWNER ADDRESS:24417 HEARTHSTONE DR PO BOX 670175 CHUGIAK, AK 99567 DATE ISSUED: 3/26/98 EXPIRATION DATE: 3/26/99 PARCEL ID:05149106 LEGAL DESCRIPTION: WYNTER PARK #1 ELK 1 LT 47 LOT SIZE: 20685 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: SEPTIC TANK 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 (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 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: THIS PERMIT TANK RECEIVE~ ~Y IS FOR THE REPLACEMENT OF A COLLAPSED SEPTIC DATE: DATE: ENGINEERINGSTUDIES AND REPORTS WELL INSPECTION & FLOW TEST ROAODESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE W,~TEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Depadment of Health and Human Se~wices P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 47, Block 1, Wynter Park S/D No. 1 Request you issue a permit to install a septic tank to serve the existing three bedroom house on the referenced property. Please expedite; the existing tank has collapsed and unsanitary conditions are present. Attached is the proposed design. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic tank. If you require additional information, please contact tis. Sincerely, RCC/jlm Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 1" = 60' SCALE SITE PLAN DESIGN 1" = 20' SCALE SITE PLAN DESIGN SEWER&WATER INSPECTION ENGINEERINGSTUD]ES ANOREPORTS WELL INSPECTION & FLOWTEST SOILTE$T PERCOLATION TEST STRUCTURAL& MEC}-IANICAL INSPECTIONS ONSITE WP'BTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, P,E. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 47, Block 1, Wynter Park S/D No. 1 March 25, 1998 GENERAL: The scope of this project includes the installation of a 1000 septic tank to serve the tl-u'ee bedroom residence on the referenced property. The existing septic tank is to be excavated, pumped, crushed and abandoned completely; and replaced with a new 1000 gallon septic tank in the relocated site. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable 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 all leachfield mound systems, the property owner shall be responsible for ensm'ing a satisfactory vegetation growth over the mounded area. 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 fi'om the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank mmmfacturer. 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. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 " EAGLE RIVER, ALASKA 99577 Page Two Lot 47, Block 1, Wynter Park S/D No. 1 March 25, 1998 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. fi'om the tm~k. 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 tar~k shall be such that a positive slope exists away fi'om the septic tm~k. MINIMUM MATERIAL SPECIFICATIONS: 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. r Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall 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 soil backfill. Page Three Lot 47, Block 1, Wynter Park S/D No. 1 March 25, 1998 All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to cun'ent M.O.A. or D.E.C. requirements, which ever applies. 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. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Four Lot 47, Block 1, Wynter Park S/D No. 1 March 25, 1998 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or m~y other persons performing work on this project or the failure of the contractor to can'y out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER ~ MUNICIPALITY OF ANCHORAGE i;~' ~'~ DEPARTMENT OF HEALTH &ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchora§e, Alaska 99501 Telepltone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~ME PHO~-- ~PGRADE ¢ISTANCE TO: I.~e~~ Absorption area Dwelling PERMIT NO. Manufacturer Material No. of compartments Liq. capacity in gallons IF HOMEMADE: Inside length Widtl~ Liquid depth ~ ~ Dwelling PERMIT NO. ~ DISTANCE TO: W ,, ' Foundation ~(~ Nearestlotline ~ PERMITN~ ;~~f ~Distonce ~_ No. of lines .~ Total length of lines~o Trench widt [_~>''inches betwee~ ~lines Length Width Depth PERMIT NO. Well Building foundation Nearest lot line ~ Class Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: ~ng foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS 72-013 ( ev. 3/78) PERNIT NO. RPF'L i C:RNT LOCRT I ON LEGFIL :E, 2.5 'L' :STREEET., RNCI'IORRGEE~ FIK. 9SJ50:1. ~,~t, C:HRRLEZ TINM PO E,U,, .;.,'._ .HIJGIRK 6,S,S ;E.,B:;I..~. HERR'I"HSTONE DR L47 E::L W't'NTER PRRK S/D LO'F SIZE 20000 SIZUIr~RE FLEET ]""r'F'l~] OF 2;(]IL.. RBSORErFION S'¢STEM IS: TRENCH NFt,%'IMLIM NUMBER OF' BEDROOMS 2.;OIL RRTING (SQ F'T',..q3R)= ;:?.2.5 'THE I'REQUIRED SIZE OF TFIE SOIL FIBSORPTION S'¢:STEi"I IS: THE LENGTH DIMENSION IS TFIE LENOTN (IN FLEET) OF TNE TRENC:I'.I OR DRRINFIELD. THE DEPTH OF ¢1 TRENCH OR PI'[' IS THE[ DISTFINCE BETWEEN TFIE SLIRFflCE OF' THE GROUND RND TNE BOTTOM OF' Tt4E E:dCR',?RTION (IN F'EET). THERE IS NO SET HIDTH FOR TRENCWES. 'THE GRf'-IVEL ['.,EF'TH IS TIE MINIMUM DEPTH OF GRFIVEL BETWEEN 'f'HE OUTFFILL PIPE RND THE BOTTOM OF THE E~'.',CRVFITION (IN FEET). F'ERHIT RPPLICRNT FIRS THE RESF'OI,',ISIBILIT"/ "FO INFORi"i TFllS [:,EPRRTMENT f;,URING THE Ii',IE;TI::ILLRTION If'.tSF'ECTIONS OF RN"? WELLS FI[:,JFICIENT TO THIS'; PF:'.OF'ERT'¢ RND 'f'HE NUMBER OF' RESIDENCES THfiT I'HE WELL. WILL. SERVE. BFtCKF:IL. LING OF RN'¢ ~,'¢:STEM HITHOLIT FINFIL INSPECTION RN[.'.' RPPROVFIL B"r' THIS [:'EPFIRTf'IENT WILL BE SUBJECT TO F:'ROSECUTION. f,ItNIMUN DIS'rFINC:E BETWEEN R NELL. FIND RN'¢ ON-SI-i'E SEWRGE DISPOSRI. S"r'STEM IS :;L00 FEET F'OR R PRIVRTE ,NELL.~ OR 158 TO 200 FEET FROH FI:PUBLIC WELL DEPENDING UPON THE TYPE OF PIJBI.,..IC HE'LL OTHER REL:~.UIF;Ei'~ENTS MR'¢ RPPL'¢. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS FIRE FIVRILRBLE TG INSURE: PROPER INSTRL. I_FITION. F" EE I~ IPl ]: "If" --:' '. ' ':' ':" --" ..... -¢ ..... ~ -" '--' E. ,,--. [' I F.. Et. -~.. 12)' [?Z (2: E] F'I ES: E£ 14: _:=.. J ......:il ....... ,- ,,;:. I FCIR'I'I'I 8"r' THE MUNICIPRLIT'T' OF RNCHORRGE. ,-.. ! 14I[.L ~I~:,FRLI... TNE _,¢~EN ~N FIC:CORDRNC:E~ WZTN THE: E]PEC; 3:: ~ UNDERSTRND THFrr THE ON;-:SITE SEWER S~¢STEM f'll':l'¢ REQI.I~RE ENL. RRGEMENT ZF THE RESIDENCE IS~f;~Ef'IODELED 'f'O INC:LUDE Mi]RE ~HRN 3: BEDROOMS. FIPF'L ~ CRNT OHFiRLES 'I'~ NM )::~;Z;IJED E"r' ' . ...... ¢~ F)RTF ¢¢r'~ ~__- ',,/iL CEi'~:'.TI F'¥ TI4FIT I FIM I':'FIMIL. II::~R WITH THE RIEQUIREMENTS FOR ON-SITE SEWERS RI'ID WEL. L.S RS SET GRE 'Ell ANCft0RAGE AREA BO' Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 ~UGH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~ld~, ~*~,t,~4&t.. MAILING ADDRESS PHONE LEGALDESCR,PT,ON SEPTIC TANK: DISTANCE FROM WELL_ INSIDE LENGTH I,¢ ~ /~q1'77 MANUFACTURER r~ _ INSIDE WIDTH NUMBER OF ._COMPARTMENTS LIQUID DEP'FFI LIQUID CAPACITY. /~ ,GALLONS. SEEPAGE PIT: NUMBER OF PITS ~ LINING MATERIAL ~9--- BUILDING FOUNDATION '~ ADDITIONAL ABSORPTION DIAMETER ~:~ OR WIDTH /~f LENGTH /~tf DEPTH ~' CRIB SIZE: DIAMETER_ DEPTH . DISTANCE FROM~ WELL NEAREST LOT LINE ,~/(~1 TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) .SQ. FT. WELL: TYPE BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION DEPTH DISTANCE FROM: NEAREST NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE TANK __ SYSTEM OTHER SOURCES__ DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form No, LQ-031 DIAGRAM OF SYSTEM 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. GENERAL INFORMATION Complete legal description ~%OT" ~ 7 . l Location (site address or directions) ~, Cl L~ \~/ ,~ ~%~¼ ,~or', L Property owner Mailing address Lending agency Mailing address Agent Address _(~¢ 1 6 £z~-v' ~','J ''r'~='/~-/) ,r~/I 'S ~%s Day phone Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025{Rev 1/91) From 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 further verify that based 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. NameofFirm //~l~.-~5Or,.} ~OI/'J~-'~-TC.~M (.. Phone. Address _ Engineer's signature "/'Y'~'¢~O~,.C ~ C~A,.¢~./,,__.._ Date DHHS SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments By: 4 ~ The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The OHHS 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 & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal r)escriptioe: A. WELL DATA Well type If A, B, or C, attach ADEC letter. Parcel I.D. ADEC water system number Log present(Y/N) Date completed Driller Total depth Cased to Casing height Sanitary seal (Y/N) Date of test Static water level Well flow Pump level FROM WELL. LOG Wires properly protected (Y/N) AT INSPEi~iON MUN~CIPALI'rY OF ANCHORAGE SE"PARATION DISTANCES FROM WELL TO: EN'Ct~NMENTAL SERVICES DIVISION OC'i 29 1992 g.p.m. RECEIVED Septic/holding tank on lot ; On adjacent lots Absorption field on lot ; On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer service line Petroleum tank WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA/ Date installed_ '7/"/~ / Cleanouts (Y/N) ~/ Tank size J 000 ~L. Compartments _ Z~- Foundation cleanout (Y/N) "1/' Depression (Y/N) /NJ~ _ Alarm tested (Y/N) A/") ~ I0/~1-, c~ Pumper High water alarm (Y/N) Date of pumping SEPARATION DISTANCES FROM SEPTIC/H~)LDING TANK TO: Well(s) on lot ~-~/Vh'vt (/A/-t'/-~ On adjacent lots Foundation TO property line '~'/~ ! ~ _/Absorption field ~ / Water main/service line Surface water/drainage /k/to ,,Jcl~ ~' 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Vent (Y/N) High water alarm level "Pump on" level at Manhole/Access (Y/N) "Pump off" level at Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed dP(,' P-.Ct b~l Length ~-,~) i Width __ Total absorption area Depression over field (Y/N) Soil rating 'Z~?,- F~'~' ~tZ~, System type Gravel thickness ~ ~ Total depth '~ Cleanouts present (YIN) Date of adequacy test ~%~ Results (pass/fail) Peroxide treatment (past 12 months) (Y/N) for If yes, give date bedrooms SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Wellon lot To building foundation On adjacent lots Surface water Curtain drain 'A4tO On adjacent lots Property line ,~0/ To existing or abandoned system on lot ~Cutbank /~0 ~J ~ Water main/service line Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Michoel i]. Anderson 4381 - E HAA Fee $ / Date of Payment Receipt Number 72-026 (Rev 3191) Back MOA 21 Waiver Fee: $ Date of Payment Receipt Number DEPT. tiF ~.,NVIR~)NMENTAI[, CONSER%'ATIION ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 995:15 WALTER J. HICKEL, GOVERNOR (907) 349-7755 October 28. 1992 Rose Odess Quigley Enterprises SUBJECT: Lot 47, Block 1, Wynterpark Sub. (Dawn Water Co.) Class "A" Public Water System, PWSID #211431 Dear Ms. Odess: I have completed a review of this office's files concerning the monitoring status of the above-referenced Class "_A." Public Water System and found the following: The last satisfactory Total Coliform Bacteria Sample results was submitled to this Department on September 23, 1992. This does meet the provisions of 18 AAC 80.200(a) of the State Drinking Water Regulations. The last inorganic Chemical Contaminants Sample results were submitted to this Depertment on October 8, 1990. This ¢oes meet the provisions of 18 AAC 80,200(a), State Drinking Water Regulations. The last Radioactive Contaminants Sample results were submitted to the Department on June 10, 1992, This ¢L~es meet the provisions of 18 AAC 80.200(a), State Drinking Water Regulations. The last Organic Chemical Contaminants/Volatile Organic Chemicals were submitted to this Department on September 23, '1992. This does meet the provisions of 18 AAC 80.200(a), State Drinking Water Regulations. Issuance of this letter does not imply that the above-referenced Class "~" Public Water System is in compliance with other provisions of the State Drinking Regulations. If you have any questions on the above information, please do not hesitate to contact this office at 349-7755. Sincerely, Michael Lu Environmental Eng. Assist. II ML/cf ~unio p~llty ol Dept, Health & Huma 1 8erwoe8 SHEET NO. OF____ CHECKED BY DATE SCALE