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HomeMy WebLinkAboutT12N R3W SEC 33 LT 71 Tom Fink, Mayor Municipality Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 March 31, 1992 Sam Gaston 3540 East 144 Avenue Anchorage, Alaska 99516 Subject: T12N R3W Section 33 Lot 71, PID #018-261-02 As-built Inspection Report Dear Mr. Gaston: The upgrade work on your septic system was apparently completed on November 11, 1989. In order for this system to obtain approval from the Department of Health and Human Services (DHHS), the inspecting engineer must prepare and submit an "as-built" drawing of the new or upgraded septic systems. One of the requirements of this approval process is a copy of an electrical inspection performed by the MOA Public Works Department or a certified electrical contractor. We have repeatedly attempted to have the inspecting engineer (Mr. Mark Pearson) provide this informatli0n, however to date, such is yet to be done. Until such time! that the as-built drawing is approved by this office, your septic system cannot be considered as a legal installation. This will be a serious problem at such future time that you consider sale and/or refinancing. We believe situation. office at 343-4744. Sincerely, ~ / Robert w. Robinson Civil Engineer On-site Services that it is only fair that you be advised of the If you need additional information, please call our RWR/ljm: 415 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT DISTANCES TANK FIEL~ WELL I OG- / J I O / Per mr[ NO TANKS TYPE OF SYSTEM -- aTRENCH ~ BED ~ W. DRAIN ~ OTHER _ '~PRIVATE ~ OTHER (Identify) cj,5 I / FT FT Municipal and Slate guidelines In effect on Ibis date: 72-013 (3/85) MOUNTAIN ENGINEERING 10251 CRESTVIEW EAST EAGLE RIVER, ALASKA 99577 (9071 696-17OO (S001 478-0101 MUNICIPALITY OF ANCIdOP. AQE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION flfiT l f' 'l:}Sg RECEIVED ' Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATEPERFORMED: ~ LEGAL DESCRIPTION: 5 6 7 8 9 10 11 13- 14- 15- 16- 17- 18- 19- 20- TOWRShip, Range, Section: '[~~'~l~, ~...~V~.J SLOPE S~E PLAN WAS GROUND WATER ENCOUNtERs-O? IF YES, ATWHAT DEPTH? Oeplh to V/aler Alter,cc~ Menitoring? (.,~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (m~nutes/u/ch) PERC ROLE DIAMETER __ TEST RUN BETWEEN FT AND FT · I PERFORMED BY: ~1~1~¥~, ~1 01~1~¢_4~..~I I ~J~¢¢~ ~ DER] IFY THAT THIS TEST WAS PERFORMED IN ACCORDANOE WITR ALL STATE AND MUNICIPAL OUIDELINES IN EFFECT ON TRIS DATE DATE: 72 008 (Rev 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED EOR 9 10. 11 13 14 15 16- 17 18 19 20. 1 2 3 4 6 7 8 DATE PERFORMED: Township, Range, Section: TIC_..l'J, / SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? OeCh lo Water Alter ,0 Reading Date Gross Time Net Depth to Net Time Water Drop PERCOLATION RATE -- (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN --. FT AND FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE 72-008 (Rev. 4/85) MOUNTAIN ENGINEERING 10~51 CRESTVIEW EAST EAGLE RIVER, ALASKA 99577 [600] 478-0101 GR[ Ell ANCHORAGE AREA BOROU ' D£PARTMI:N'r OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 iNSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION__-'~,~-/~'~";~: SEPTIC TANK: DISTANCE FROM WELL -'-"~'f~-'"~ '/ LIQUID CAPACITY '/~'~:~z~'~- .MATERIAl =-5'/'/f'"~'~-~/~'/Z'Z_ /Z,,~'~C~ NUMBER OF COMPARTMENTS _ ~GALLONS. INSIDE LENGTH~ INSIDE WIDTH LIQUID DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: '~'~ / / LENGTtt ~1'/// / /' oRWIDTH~ ; -/"-(' Z>'~'3 DERTH_ N~JMBER OF PITS . OUTSIDE DIAMETER __ - ' LINING MATERIAL-/ ~'&~'c/'~ L--f;~:7~"~ ' D~STANCE FROM WELL_ BUILDING FOUNDATION NEAREST LOT LINE _',~> .... TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. NUMBER OF LINES_ ~ TRENCH WIDTH ABSORPTION AREA_ SQ. FT. DEPTH: TOP OF TiLE 10 FLNISH GRADE__ WELL: T y p E ~'~/~j/~ ~'.'~/'2,5 DEPTH_ · ? NEAREST LOT LINE ~ , SBWER HNE. DATE TO[AL LENGTH , OF LINES IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE_ IN. AB-O¥&-TJL~- , BUILDING FOUNDATION._ SAMPLE SEPTIC ~/ SEEPAGE ,/ OTHER ~ SOURCES. , TANK , SYStE~ ~f , CESSPOOl ~IAGRAM OF SYSTEM G,A.A.B. ATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAl. QUALITY 3500 TUDOR ROAD POUCH 6 650 ANCHORAGE. ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. 2186 NAME OF APPLICANT ~,~/~'/~- INSTALLATION LOCATION LEGAL DESCRIPTION // INSTALLATION OF: SEPTIC TANK "i~'~ ~3 A / /9 //z*~.~ ' FINANCED THROUgh TO COMPLETION DATE ANTICIPATED -- /- MINIMUM DISTANCES, REQUIREMENTS / FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE Pit ., DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL :-~ / SEPTIC TANK, '('-¢;(~' , SEEPAGE PIT/~'~("-----" , DRAIN FIELD GRAVEL SACKFILL ~ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUG~'I ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. R&M Civil En9ioeers JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E.~ L.S. JAMES FI, WELLMAN, P,E. ]tRy 31, 1972 ENGINEERING & GEOLOGICAL CONSULTANTS 229 EAST61st. AVE.--P.O. BOX6087 .ANCHORAGE, ALASKA99503 TELEPHONE 907-279.-0483 TELEX 090 35419 Geologists Land Surve?ors RALPH R. MIGLIACCIO No, 26540.42 Mr. llobert Thomas Star Route A, Box 245 Anchorage, Alaska 99507 Test Hole & Soil Log Report for Sanitary System Lot ?1, Section 33, T 12 N, R 3 lA/, Seward 1V[eridian Dear ]V[r. Thomas: We are submitting herewith the test boring results and our comments regarding soil conditions encountered a~ ~he subject site. This investigation was performed in accordance wi~h your request o~ Ju]2z 25, 1972 and ~hose procedures outlined in a letter dated September 13, ]971 by ~[r. Roll Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A singl& test hole was put down within 'the Lot 71 area for 'the purpose of defining general subsurface soil condikions for 'the proposed sanitary system. Excavation was accomplished with a 'tractor-mounted bacldToe and the test hole was extended 'to a total depth of 12 feet below ground surface. One sample was recovered from the bottom of the test hole and retained for grain size analysis. The sample will be held in storage, up to approximately one month, for possible testing before ~t is discarded. The final ].og prepared for the test hole has been included in 1)raw.- ing A-01. Ground water was not encountered in the test hole. We appreciate being given 'this opportunity to be of service ~o you. ShouId yo¢1 have any questions wigh regard to the above, please do no~ hesitate ~o contact us. Very truly yours, R & ~¥[ ENGINEERING & GEOLOGICAL CONSULTANTS ~,/ j~une,.~ W. Rooney -- JWI~.: wb xc: Greater Anchorage Area Borough 7-25-72 ORGANICS SANDY GRAVEL Brown to Grey (sw) 9 O' SILTY SANDY GRAVEL (G M! No water table flare: Hole excavated wilh tractor mounted backhoe. Robert -Fhomms Property lEi3gln:eerimg ~ Geolo.qicml Con.-:~ul'i'anf,~ LOG Oi:: TEST BORING Anchor¢Ige Alaska & W, GRAIIAM PHON~ FA 22219 J~u ' L',]?,:LVO ]. ('?: ;' :'l.110 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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Lot ~/, T12N, :~.3~'7, _S33~ Location (site address or directions) 3540 East 144th Avenue Property owner Mailing address Lending agency Mailing address Sam & SusaD CaRton _ Day phone_ 3540 Fast 144th ~O.~3.ge_r AK 99516 Day phone ~44-1717 Agent Address Day phone Unless otherwise requeste'd, HAA will be held for pickup, NUMBER OF BEDROOMS: 3 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 wrilten confirmation from State ADEC attesting to the legality and status of system. 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LUOlSAS lesods!p aale/~elset~ ~o/pue Xlddns Jo~eM ol!s-uo @qi leql sMoqs uo!leo!ldde le^oJddv A1Moqlnv qlleOH s!ql jo uo!leBBseAU! /~LU leql AJ!JOA I 't~oloq ut~oqs alep uo!leP!le^ eql Jo se pue oleJeq pox!JJe leOS XuJ Aq p@!jBJoo sV EI:I::INIgN::I 3,8 NOI.LO~dSNI 40 .LN:IIN:I/V/$ 'c; Legal Description: Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Dot ~.¢~¢ T 12 N, R 3 W, S 33 Parcel I.D. A. WELL DATA Well type Private Log present (Y/N) Total depth 83 ' Sanitary seal (Y/N) If A, B, or C, attach ADEC letter. Y Y ADEC water system number Date completed 8/2/65 Driller Alaska Services ./ Cased to App. 80' Casing height *--Pit W~I-1 I~- I/ _~¢ Wires properly protected (Y/N) Y Date of test FROM WELL LOG 812/65 AT INSPECTION MUNIC!PALITY (~F ANCHORAGF 4/21/9~ ENVIRONMENTAL SER% IC~$ OlVISlON Static water level Artesian Well flow 4 gpm g.p.m. Pump level Non-Submersible __ Artesian -1' ¢ ~ ]993 t EIVED Non-Submersible SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot 106 ' Absorption field on lot 110 ' Public sewer main Public sewer service line N/A ; On adjacent lots >200' ; On adjacent lots >200' Public sewer manhole/cleanout N/A Petroleum tank N/A WATER SAMPLE RESULTS: Coliform 0 Date of sample: 4/20/93 B. SEPTIC/HOLDING TANK DATA Date installed Nitrate 11/8/89 - 11/11/8%ank size Collected by: 1,250 gallon Cleanouts(Y/N) ¥ High water alarm (Y/N) Date of pumping ~' ~/93 Foundation cleanout (Y/N) ¥ Alarm tested (Y/N) (Lift Station) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Otherbacteria 0 ]:~ent .Eaton _. Compartments 2 Depression (Y/N) N N/A Surface water/drmnage 40 fRabb] t Cr~kl ~ % * *'W~t-~.gonsists of a 48" dia. by 10' deep s~~/ a plywood Insul. top 72-026 (Rev.~r~lr~k fl~r~t~as ~S ~yll¢~.~h CONTINUED ON BACK PAGE carries a small~~l casing extends 7' ~ve the ~~ ~_ flor To property line 75 ~ Absorption field 40 ' Water main/service line N/A Well(s) on lot 106 ' On adjacent lots__ >200 ' Foundation 85 ' C. LIFT STATION Date installed Size in gallons Vent (Y/N) Y 11/8/89 - 11/11/89 "Pump on" level at Manufacturer Orenco Svstems~ Inc, Manhole/Access (Y/N) Y 5 '(7" "Pump off" level at 6 ' 0" High water alarm level Meets MOA electrical codes (Y/N) Y SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot 110' On adjacent lots D. ABSORPTION FIELD DATA Date installed 11/8/89 - 11/11/89 Length 2 @42' Width 5' ea. >200' Cycles tested Total absorption area 600 Sq. ft. Depression over field (Y/N) N Results (pass/fail) Pass Surface water 140' (Rabbit Ct.) System type Wide Drain Total depth 5.5 ' N (Pressure System) 4/21/93 Soil rating 150 Sq. ft. G ravel thickness 2 ' Cleanouts present (Y/N) Date of adequacy test for 3 bedrooms Peroxide treatment (past 12 months) (Y/N) ~ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: If yes. give date Wellon lot 110' To building foundation 65 ' On adjacent lots >200' Surface water Curtain drain On adjacent lots > 200 ' Property Pine To ~ki~ or abandoned system on lot Cutbank N/A Water main/service line 180' N/A 15' 200' N/A (~abbl t Cr · ) Driveway, parking/vehicle storage area 100 ' E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect O~t.fi~"~?~tif~ inspection. Signature ~ :, , , · ~,~ Mark W. Pearson !~,,,,~,~., ~..~ Engineer's Name Date 4/26/93 HAAFee$ /"76: '~ Date of Payment .-> ..s.o Receipt Number ,~>- /? ' ~* 72-026 (Rev. 3/91) B~ck MOA 21 Waiver Fee: $ Date of Payment Receipt Number CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO. 5633 I] STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301 ,:t'l(.)~,~ HOR L71 %% /2'fir R3[~, 5['J33 Co. Llected :04/20/93 (j 20200 t,]Old( ('h.'de r :65712 Re})ol ~: (;ompl.eted ~04/73/93 Member of the SGS Group (Soci6t~ G~.~rale de Survmllsnoe) Letter to DHHS regarding T12N, R3W, S33, L 71 Page 2 May 18, 1993 2) The material in the bottom of the CMP is very porous gravel. In fact, when we were testing the well, a leak in the piping was producing a continuous flow of water from the service line. Due to the course nature of the soils in the bottom of the CMP, there was no standing water. Also, no standing water has ever been observed in the bottom of the CMP, even during break-up. 3) The bottom of the CMP is near the original ground surface. The homeowner placed approximately 5 FT of fill and used the CMP to protect the well-head. The surrounding topography is such that soils are mounded around the top of the CMP. In order for any water to flow into the top of the well casing, the entire area would need to be inundated with sufficient bead to overcome the natural artesian head of the well. 4) Being a flowing artesian well, the act of raising the casing might increase the likelihood of freezing and other potential problems. For these reasons, we see little benefit to increasing the casing height. The attached Health Authority paperwork assumes that you agree with this position. If you have any questions, would like to discuss or inspect the well, or if you find this condition unacceptable, please contact me at 562-1500. Sincerely, MOUNTAIN ENGINEERING Mark Pearson, PE INSPECTION REPORT MbNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD, INSPECTIONS (907) 563-3464 _ i I(NFORMATION (907) 786-8211. NAME STREET ADDRESS / PERMIT NO. / PHONE ; / DATE LOT / BLOCK / SUBDIV. FOOTING [] ELEC. TEMP. FOUNDATION --- [] ELEC. SERVICE BOND BEAM -- [] ELEC. ROUGH FRAMING [] ELEC. FINAI~ INSULATION -- [] OTHER ' ' SHEETROCK -- [] STRUCT. FINAL [] FIRE FINAL - OTHER . [] ZONING [] PLBG. UNDGR. -- [] [] PLBG. ROUGH -- [] E] GAS TEMP. __ [] ;El GAS [] ,[] MECHANICAL- [] MECH. FINAL [] [] PLBG. FINAL -- [] [] OTHER [] E] NO NONCOMPLIANCE OBSERVED E] WILL REEXAMINE AT NEXT INSPECTION CORRECTIONS ESSENTIAL AS EXPLAINED BELOW DO NOT CONCEAL UNTIL REINSPECTED COMMENTS INSPECTOR DATE WHEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION DO NOT REMOVE THIS NOTICE MUNICIPALITY OF ANCHORAGE OF HEAETH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH FICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 5~/,~i/~..y" tNFOitMATION '~i.~j~jI t.)c$cript~on {Incluoe Ici. DIOCK. subdiwsion, section, townsh p, ra 1ge) Location (address or directions) (c) Apphcant Name .~I~/E~Z. ?-~40/V~.8~ Telephone: Home ~ .'~' '"~'.~ ~ d/~ ¢'; Business .~,~;~"~--'--,P~'~ 70 Applicant is (check one): Lending Institution []; Owner/builder []; Buyer []; Other I-i (explain); ...... !: (d) Lending lastitution ~2J././~- Telephone Address (e) Real Estate Company and Agent Address Telephone Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family [~ Multi-Family [] Number of Bedrooms ~ Other WATER SUPPLY Individual Well [~ Community [] Pubhc [] Note: If community well system, must have written confirmation from the Stato Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite '~ Public [] Community [] Holding Tank [] Note: If commumty well system, must have written confirmation from the State Department of Environmental Conservation altesting to tho legaldy and status. Page 1 of 2 i~,jt}pi!¢;~IONS, TE~TS, FILE SEARCH, DATA AND INFORMATION, tlt~ of the validation date shown below, I verify that my investigation et Wilier s Jpply and/or wastewater disposal system is safe, functional and tdfHcture indicated herein. I fudher verify that based on the information find from my investigation and inspection, the on-site water supply ar fll.nce with all Municipal and State codes, ordinances, and regulations in effect DHEP APPROVALt ~.. _,~ ~ Approved for ~-~& bedrooms by~'~~-~-,~.~_.c~(~Date Approved __?( ....... DisapprovS"d" Conditional ___ Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not coeduct 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 Page 2 of 2 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: '7/ '7~[~ N R ~ ~',m. 'w~NTAL PROTECTION RECEIVED WELL DATA Well Classification Well Log Present (Y/N) Total Depth ¢,.~ Cased to Static Water Level _ Ar']"es casing Height Above Ground '~ Pt}" f,U¢ll Electrical Wiring in Conduit (Y/N} Separation Distances from Well: To Septic/Holding Tank on Lot'~ ~ ,~' To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line ~"&,4. Cleanout/Manhole I~ ~' · · Water Sample Collected by "r'~/ Water Sample Test Results If A, B. C, D.E.C. Approved (Y/N) ~J. Date Completed ¢~'/~/Cb- Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots '~¢--; ¢',; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on ;Date _ SE PTIC/H O L~T~A~ Date Installed Standpipes (Y/N) ~ Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: Size _lOOOd¢~[ No. of Compartments Foundation Cleanout (Y/N) Date Last Pumped _ ,~-/~ ] /'~ ;for Temporary Holding Tank Permit (Y/N) To Water-Supply Well '*~ ~ To Property Line '~2' ,'~'¢ To Water Main/Service Line Course __lO0' ~ Comments ~ ~ ~l( - ~ "~ To Building Foundation '7[ ~ To Disposal Field 6~ ¢ To Stream, Pond, Lake, or Major Drainage 72-026(11/84) C, ABSORPTION FIELD DATA Soils Rating in Absorption Strata Width of Field ~.., I~~ Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test ~,~. Separation Distance from Absorption Field: To Water-Supply Well I i.~ ~ro,~ To Building Foundation /0,5' Lot I~A, To Water Main/Service Line ht~/~-. To StreamlPond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design 5ee? e ?,'t' Length of Field _ i ~ I; ¢-._;~ ~ Depth of Field I1' Gravel Bed Thickness ~nl~ ~r /~.- ~-~l~ Standpipes Present (YIN) ~~--/~.-' , ~ -- ~ ~ ' . ~ , .' ,~ ~ To Property Line 80 ~ To Existing or Abandoned System on ; On Adjoining Lots ~ ..~O ' To Cutbank (if present) N, ~, Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MQA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed G~'-J~_ .~..~'//~¢~,~. Date '5~'/3i/'~---4- Company ~[~z/'/¢~_ ~edllU(~( ~r~¢MOA No. ~"~'~ Receipt No. ~%[//~ ~ -~ Date of Payment ~" "¢' 'N~¢ Amount: $ ¢~ ~"~> Page 2 of 2 72-026 (11/84)