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Home My WebLink AboutMOUNTAIN PARK ESTATES #2 BLK 4 LT 13Onsite File Mountain Park Estates #2 Block 4 Lot 13 #017-023-13 Holding Tank disconnected under permit OSP201150 shall be properly decommissioned prior to COSA approval. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201150, Rebecca Carroll, 07/21/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201150, Rebecca Carroll, 07/21/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201150, Rebecca Carroll, 07/21/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201150, Rebecca Carroll, 07/21/20 Municipality of AnchoragePage / 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 Permit Number: '~'J'~ ~:;::~'~:~ PID Number: ~/~¢~/~ .a.~e~ ~. ~ ~~ Wastewater System: ~ New ~pgrade ~:l~J ~1~~ ~ ~~ ABSORPTION FIELD Phone: No. of Bedrooms: ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other Soil Rating: Total Deplh f~ade: LEGAL DESCRIPTION GPD/Sq. Ft. Lot: [~. Block~ ~~tSubd~isi°q:~ ~ CDepth to pipe bottom ,rom original grade: Ft. G~beneath pipe Ft. Township: Range: ~ ~n:~ Fill added above original grade: ~ Graver length: ~ Ft. Ft. WELL: ~ New ~ Upgrade Gravelwidth: Number of lines: Distance between lines: Ft. Ft. Driller: Date Drilled: StaticWater Level:Ft. I~sta,ler:~~ ~~ Date installed:____ Yield: GPM Pump Set at: F. Casing HeightAbove Ground:Ft.~ TAN K SEPARATION DISTANCES ~ Septic ~olding ~ S.T.E.P. TO Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tan~ S ..... Lines* ' ' - --/~~~ ~'~--' Well ~ ~ ~ lOi ¢ ~% Material:~¢~ Number of Compartments~ Surface Water .... I~ ~ LIFT STATION/ LineL°t ~ ~ ~ ~ ~ Size in gallons: Manufacturer:~ I~ I "Pump on" level at: ~ off" level at: High water alarm at: Foundation CurtainDrain ~~ ~)~ Pump~ I Electrical lnspections performed by: Remarks: BENCH MARK LOC~ De.on: ~ ~ ~ / ~ Assumed Elevation: /~ ENGINEER's SEAL .' 17034 E.¢e River Lo~ Road, ~. ~.. ~//~/~ ~¢ ~ . ,:,, s. , .. Inspections performed by:~a~e' ,_ . · ...... ~ dates:/sz~ ~ Departmont o~ Hoalt nd H~m er~iges appr~al~ / Reviewed and approved by: , . ~ Date . 72-013 {Rev. 9/91) MOA 25 Permit No. SW950058 Page 2 of. 2 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 Legal Description:MOUNTAIN PARK ESTATES #2, BLOCK 4, LOT 15 PID No.: 01702513 :0 6" CO ALARM 111.0' ~EW 2000 GAL WEL~_~ 1 tOLDINO TANK WELL DRIVEWAY 5 BDRt HOUSE 100.4' NEW ZOO0 GAL HC~LDI ALARM CO TANK k--lO' UTIL. ESMT. DEARMOUN ROAD A B )1 28.0 30.0 CO 31.2 34.5 .ARM 32.7 36.5 C01 72-013 A (Rev. 9/91) MOA 25 ENGINEER'S SEAL ': . MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA '99519-6650 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930058 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:HICKS RETA C OWNER ADDRESS:13141 LUPINE RD ANCHORAGE, AK 99516 DATE ISSUED: 4/19/93 EXPIRATION DATE: 4/19/94 PARCEL ID:01702313 LEGAL DESCRIPTION: MOUNTAIN PARK ESTATES #2 BLK 4 LT 13 LOT SIZE: 19800 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: HOLDING 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 343-4329 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 BY: ~ / April 8, 1993 ROBERT SHAFER, P E ROGER SHAFER, PE. CIVIL ENGINEERS (907) 694-2979 FAX6941211 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 P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Lot 13, Block 4, Mountain Park Estates #2 13141 Lupine Road Request you issue a permit to install a 2000 gallon wastewater holding tank to serve the residence located on the referenced property. In April/May, 1992 we tested the well and septic on this property for Health Authority Approval purposes. We found the septic system in a state of failure due to groundwater intrusion (refer to attached letter to Becky Powell-Simpson Company Realtors dated May 5, 1992). For the reasons listed in the referenced letter, we feel the best wastewater disposal option at this time for this property is a holding tank. If you have any questions or require additional information for your review, please contact us. Sincerely, ROGER J. SHAFER, P.E. Attachments 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 I"= 30' SCALE UPGRADE -- 17 DEARMOUN ROAD ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PI~ACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 13, Block 4, Mountain Park Estates #2 13141 Lupine Road GENERAL: 1. The scope of this project includes the installation of a 2000 gallon wastewater holding tank system to serve the three bedroom residence located on the referenced property. The existing septic tank is to be excavated, pumped, crushed, and abandoned in place. 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 Wast·water 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 ensuring 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 from the Municipal Health Department. HOLDING TANK INSTALLATION: A holding tank is to be constructed by a certified wastewater holding tank manufacturer. Construction shall include a 6" cleanout for pumping access and watertight manholes. The holding tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the holding tank shall extend a minimum of 12 inches above final grade. page 2 Lot 13, Block 4, Mountain Park Estates ~2 0 6e Holding tanks installed with less than 4 ft. of cover shall be insulated. The holding tank shall be equipped with a high water alarm which registers both visually and audibly inside the dwelling. The alarm shall be positioned to allow at least 450 gallons of storage after the alarm has been activated. Final grading over the holding tank shall be such that a positive slope exists away from the holding tank. 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: me 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. 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. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for constructed by a Municipally manufacturer. installation must be approved septic tank page 3 Lot 13, Block 4, Mountain Park Estates ~2 So The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ASS) Yes Yes Yes Yes Yes No 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 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. Ail leachfield gravel (sewer rock) shall 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 AMC 15.65.060D. May 5,~ 1992 ROBERTSHAFER, P.E. ROGERSHAFER, P.E. 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 S~TE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN Becky Pow~ll c/o B~h Simpson SIMPSON COMPANY REALTORS P. 0. Box 112342 Anchorage, Alaska 99511-2342 REFERENCE: Lot 13; Block 4; Mountain Park Estates #2 D~ar Ms. Pow~ll, At your request we have completed a water and s~wer assessment on the referenced property for the purposes of obtaining a H~alth Authority Approval. A flow test was p~rformed on the w~ll serving the referenced property on May I, 1992. The static water level w~s m~asured in the w~ll at 166 ft. A meter was connected to the water system and the flow turned on fu~l. The water lev~ was drawn down to the pump at 246 ft. The flow was atlowed to continue for the duration of the 4 hour test where the flow rate stabilized at 3.5 gallons per minute (GPM). This flow rate is not guaranteed to r~ain constant, subsequent variations can occur. Water samples were taken on April 8, 1992 and tested for coliform bacteria and nitrates. The resu~s were satisfactory. Also at your request an inspection w~ performed on the septic system on the referenced property. On April 9, 1992 the septic tank was pumped by A+ Home Services. On April 29, 1992 the monitoring tub~s were located and liquid levels in the septic tank and l~achfi~ld were measured. The liquid lev~ in the septic tank was measured at 64". and liquid levels in the l~achfi~ld were m~asured to be in excess of 10 ft. After the tank was pumped, groundwater saturated the septic syst~ to a point where water backed into the home through the garage floor drain. These high liquid levels indicate the existing wast~water d~posal system is b~ing surcharged by groundwater and thus not ~ligible for a Health Authority Approval (HAA) Certificate unt~ the system h~ been upgraded. Unfortunately, a conventional system cannot be installed on the referenced property for the following r~asons: I) The existing system has a history of failure, has been upgraded twice and there is no available ar~a for another conventional upgrade. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot 13; Block 4; Mountain Park Estates #2 May $, 1992 Municipal files on thc referenced property show the existing wastewater disposal system had been upgraded twice since it's initial installation in 1974. The system initially consisted of a 1000 gallon septic tank and a seepage pit. The first upgrade in 1975 added a 50' trench to the existing seepage pit. A second upgrade in 1980 added two more trenches (one at 47' and one at 28') running para~lel to the existing 50' trench. Due to the relatively small lot size and previou~ upgrades there is no available area for anoth~ upgrade. Soils on this lot are very poor. ratings from 250 sf/br to 540 sf/br. shows soil to be all silty sand. Previous reports indicate soil Soils log from Municipal file A curtain drain located on the Southeast corner of this lot indicates a surface water problem, presumably from roadway drainage running along D~Armon Road. Therefore, we recommend installing a 2000 gabon holding tank for the purpose of on-site wnstewater disposal on referenced property. During our site visit it was noted that a CMP (Corrugated metal pipe) is located over the septic tank with a plywood lid. We recommend that this be abandoned or sec~ed close, as it is now presents a safety hazard. Also, we found the well casing extended o~ly 10" above the ground surface and in a depressed area. The casing will have to be extended and fi~will have to be placed around the well head to provide positive drainage away from the well. If we may be of f~ther service, please contact us. Sincerely~ JAMES P. WILLIAMS Civil Engineer ROGER J. SHAFER, P.E. JPW/gm MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAl.. PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE [] NEW ,~UPGRADE MAILING ADDRESS LEGAL DESCRIPTION LOCAXION , Well Absorption area Dwelling 0,,~ DISTANCE TO: I I I ~- ~ I Manufacturer I Mater a ~ ILiq. capacity in gallons IF HOMEMADE Inside length Width ~,~ DISTANCE TO: IWell Dwelhng ~O _~ ~ Man ufacturer I Material O I Well . -- Foundation INearest pt ne d = IDISTANCE TO: I I/~'-/-,F/~ I ~ ~. ~ No of I nes Length ~)f each ne Tote ength of nes I Trench w dth o:: I- Top of tile to finish gEade IVl~aterial beneath tile __ Width Depth Length DISTANCE TO: class DISTANCE TO: NO. OFBEDROOMS No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. Distance between lines Total effective absorption area PERMIT NO. Crib diameter Crib depth Total effective absorption area Well Building foundation Nearest lot line Depth Driller Distance to lot line PERMIT NO. Building foundation Sewer line Septic tank Absorpt on area(s) OTHER PIPE MATERIALS SOIL TEST RATING z/z)o INSTALLER ,%-, '--'/' REMARKS r ,.-,., t,.,? APPROVED DATE LEGAL 72-013 (Rev. 3/78) PERMIT NO. ~-'~L~"4 'iF F": Z F'F~L ][ DEPRRTMENT ~IE--ICERLTH RND EN, IR_NHENTRL ~,]TEF:TIF~N 825 '"t ';TREET, RNCHORRGE, BK. 264-4720 888467 ) RPPL I C:RNT LOCRT I ON LEGRL JIM COX LUPINE & BE RRMOUN RORD LOT t3 BLOCK 4 MT PRRK ESTRTES LOT SIZE 274-2054 21000 SQURRE FEET TYPE OF SOIL RBSORPTION SYSTEM IS: TRENCH MRXIMUM NLIMBER OF BEDROOMS SOIL RRTING (SQ FT?BR)= 400 THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETHEEN THE SURFRCE OF THE GROLIND RND THE BOTTOM OF THE ENCRVRTION (IN FEET.'.',. THERE IS NO SET HIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETHEEN THE OUTFRLL PIPE "~1 .... RN[:, THE E:OTTOM OF THE E,.-.,_.H,,,RTIUN IN FEET). . ~:;~:E~.';.~L~ I F~:E[:, "--'-; E F" -F I C: ]-i3~-~:-'.' S I ZE= ~t_ ~_- ~-~-~-4 ~__L~R~ .LC~4'_ PERMIT RPPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF RNY HELLS RDJRCENT TO THIS PROPERTV RND THE NLIMBER OF RESIDENCES THRT THE HELL HILL SERVE. ......... T~.40 (2) BRCKFILLING OF RMV SYSTEM WITHOUT FINRL INSPECTION RND BPPROVRL BY THIS DEPRRTMEN]' HILL BE SUBJECT TO PROSECUTION. MINIMUM DISTRNCE BETHEEN R HELl_ RND RNY ON-SITE SEHRGE DISPOSRL SYSTEM IS :1.00 FEET FOR R PRIVRTE HELL OR i50 TO 20F~ FEET FROM FI PUBLIC HELL DEPENDING UPON THE T.?PE OF PUBLIC HELL MINIMUM [:,ISTRNCE FROM R PF..'I'¢RTE WELL TO R PRIVRTE '--]EWER LINE IS 25 FEET RND TO R COMMLINITY SEI.4ER LINE IS 75 FEET. OTHER REQUIREMENTS MRY RPPL'¢. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS FiRE R',,,'RILRBLE TO INSURE PROPER INSTRLLRTION. F'EE."~'-I I -F E::-::F:' ][ F-". E S [:,EE:E~'-"~BER _---~1.,. I CERTIFY THRT f: IRM FRMILIRR HITH THE REQUIREMENTS FOR ON-SITE SEWERS RND HELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE HITH THE CODES. ~; I UNDERSTRND THRT THE ON-.SITE SEHER SYSTEM MRV REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN ~: BEDROOMS. S I GNED: ~ ~/~ k.IF F L I _,HNT JIM F:F~N I SSI_lED B'¢_ ........... DRTE-_'~---~%~--) ..... "."4. 0 I'.llJl'-.I I I_.~: '[ PI:ti__ I T'-r' . ~3F AI'-,IC:-FIC~RA~SE DEPARTI,1EN'~'-~% HERLTH RN[:, ' ENY I F:O,qMENTP,~'' ~'?OTECT I ON 825 ~ STREET, RHCHORRGE, RK.. 264-4720 _ - ---- --- -- L--~ t'-.! -- '_---: /~¥ /2/~ ~7, LC'T SIZE C~/(?~9~S,~'_'RRE FEET TYPE nF SOIL FiBSORF'T!CIN SYSTEM IS' '7~/~,~CY~/ f. IRXIr'IUH NUHE:ER OF BEDROOMS = ~ SOIL RRTIH6 ,:5,) FT./BR>= THE F:EQUIREC, SIZE OF THE SOIL ~BSC~RF'TION _.¢~.TEM E:,EF"TI4=: LE~4~3TH== ¢~' ~3~:R'-..'EL E:'EF''TH== ~ THE LENGTH DIMENSION IS THE LENGZH <IN FEET)OF THE TRENCH OR DRRINFIELD. THE [:,EPTH OF R TRENCH OR PIT IS THE ~¥STRNCE BE'rHEEN THE SURFRCE OF THE GROUHD RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THE~:E IS NO SET HIDTH FOR TREHCHES. THE ~F.n ~ DEPTH THE MINIMUM DEF'TH OF GRRVEL BETNEEN THE OUTFRLL PIPE RND THE BOTTOrd ElF THE EXC:R'¢RTION <IN FEE'r>. PERMIT RPPLICRNT HRS THE RESPONSIBILIT'¢'TO INFORM THIS DEPRRTMENT DI..IA:ING THE INSTRLt_RTION INSPECTIOHS OF RNY HELLS RDJRCENT TO THIS PROPERTY RNC, THE NUMBER OF RESIDEHCES THRT THE NELL HILL SERVE. TI-,.IC~ ( 2 > I [-ISPE~ST I ~3145; RF:E F:EI2LI I _ -"~ , FINRL INSPECTION RHD RPF'ROVRL E','¢ l'HI~ BFiCKFILLIHG i~F RH'¢ b~_TErl HITHOUT - - [:,EPRRTMENT NILL BE SLIE:~ECT TO PROSECUTION. MINIMUM DISTRHCE BETHEEN R HELL RND RN¥ ON-SITE SEPIRGE DISPOSRL S'¢STEM 1C40 FEET FOR R F'RIVFITE NELLF'_,R' 150 TO 200 FEET FROM R PUE:LIC PIELL [:,EF'EHE:,IrIG UPON THE TYF'E OF F'UE:LIC: HELL. MINIMUM C, ISTRNCE FROM R F'RIVRTE HELL TO R PRIVRTE SEHER LINE IS :25 FEET TO R CCiMMI_IHITY SEHER LINE IS 75 FEET. PlELL LC,SS RRE REPUIRED RND HUST E:E RETURNED TO THE E:,EPRRTMENT HITHIN ~:8 DR'CS OF THE HELL COMPLETION. OTHER F:EQUIFrEMENTS fdRY RPF'L¥. SF"EC:IFICRTIOHS RN[:, E'ON?FR_'ZTION DIR~hPI:. RF:E RVRILRBLE TO INSURE F'ROF'ER INSTRLLRTION. I C:EF:TIF'¢ THRT :L' I Rr'1 FFiMILIRR 14ITH THE REQUIREMENTS FOR OH-SITE SEHERS RN[:, HELLS RS SET FORTH E:'¢ THE HI_INICIF'RLIT'¢ OF RNC:HO~tRGE. ';" I HILL IHSTRLL-THE :,~TEM IN RCZDA'C, RNCE HITH THE CnDE~ ~; I UNC, ERSI'RND THRT THE ON-SITE SENER SYSTEM P1RV REQUIRE ENLRRGEMENT RESI[:'EHE:E IS R.~,~~I~_IC~ THRH g E'EDROOMSk~ Ev¢__%~__~~~ ....... [:,RTE__ ~-:*~ -~-~ .... Cv , .- ISSUED 'ANCHORAGE AREA Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MAILING ADDRESS ~'~/~/~' L~X ~ ~2~ )¢' LEGAL DESCRIPTION L~7~/3 8'/~, ,'-/ PHONE SEPTIC TANK: ~- DISTANCE FROM WELl MANUFACTURER INSIDE LENGTH INSIDE WIDTH_ MATERIAl LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY__ GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL/~ FOUNDATION NUMBER OF LINES ! DISTANCE BETWEEN LINES ABSORPTION AREA/ti(./ DEPTH: TOP OF TILE TO FINISH GRADE 1 TOTAL LENGTH NEAREST LOT LINE J~-,~ OF LINES TOTAL EFFECTIVE ,~./'~ TRENCH WIDTH -,~ IN. SQ. FT. LENGTH OF EACH LINE .~0 ~ DEPTH OF FILTER '7 MATERIAL BENEATH TILE 7~- IN. ABOVE TILE ~ IN. WELL: TYPE O~/I //I~y2) BUILDING FOUNDATION__ CESSPOOL APPROVED CONSTRUCTION ~/~/,0~ 0 U g ~, NEAREST ~ST SEPTIC LOT LINE __ SEWER LIN~-~T~NK OTHER SOURCES DISAPPROVED REMARKS DEPTH SEEPAGE SYSTEM DISTANCE FROM: DISTANCES: SEWER LINE DEPTHF/V ~-/'K~/-J 7 / PIPE MATERIAL: ~¢~-/)~¢~ C- LOT SLOPE: /¢~/~ REMARKS:~ ~e~/+v~/ ~'~ ~ DIAGRAM OF SYSTEM ¢~bgreATEr ANCHORAGe ARea BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C"STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456f SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT PERMIT NO. INSTALLATION LOCAT'ON 'EGAL DESCRIPTIO. SEEPAGE PIT-- , DRAIN FIELD /"ti ~ b NOT~-: THIS PERMIT ~ FINAL INSPECTION: 2/~ HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL, QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MIBIMUM Bi~TANCES, REQUIREMEi~ITS FOUNDATION TO SEPTIC TANK FOUNDAT'ON TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK TO NEAREST LOT LINE. , SEEPAGE PIT WELL TO SEPTIC TANK ~i , SEEPAge PIt ~/~}~ DRAIN FIELD //~-) / ALSO CONSIDER AREA WELLS. ~/aTER MAIN TO SEPTIC TANK ~0 't , SEEPAGE PIT ~ ~, SEEPAGE PIT ~ , DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. G R~AVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. - LICENSED DESIGNER DIAGRAM OF SY~,TEM I CERTIFY THAT I AM FAMILIAR VVITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2B-68 AND THAT THE ABOVE ~ESCRIBED SYSTEM iSiN ACCORDANCE WITH SAID CODE. '~ '~'-} APPLICANT'S SIGNATURE ///~/ ~ . ~ SRA Box 378-Y Anchorage, Alaska 99507 April 25, 1975 Sebrinq Duilde'rs Anchorage, Alaska This 'letter grants permission for Sebring Builders or their agents to dig in the cesspool area of Mt. Park Estates 2, Lot 13, Block 4 for the purpose of exposing the crib for joint inspection by the contractor and GAAB inspectors. It is understood that after inspection, the contractor will return the area to a like condition or, if as the result of the inpection take whatever corrective measures are required to put the system and surrounding area into a condition as prescribed by the GAAB. It is further understood ~hat all o'F the above will be done'at no expense to myself. Sinc~y yours, Lon Eo Baird GRF' ER ANCHORAGE AREA BO'-' UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~'~'~f~,/'/C'/~ ~'fi'///L,J~'~'~/--*/' MAILING ADDRESS-~,~,,~/ ,~-,~//~-'~/~"~' ~ LOCATION _.~/~-./?.~/~/~z~-'/~/ ~,~Z,2,,,~:~ LEGAL DESCRIPTION ~/2..Z-' ,,/~ PHONE SEPTIC TANK: DISTANCE ~ . FROM WELL/~,''~ MANUFACTURER MATERIAL INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH_ NUMBER OF ~,r~/~-~___ COMPARTMENTS - ~ '~ .LIQUID CAPACITY /,~/~2 GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER Z/OR WIDTH~'~Z~, LENGTH~''~, DEPTH LINING MATERIAL ~;~"~-~ CRIB SIZE: DIAMETER °~ DEPTH ,~ /DISTANCE FROM: WELL/'~////~'-/~ N/~ ~ / ~-~ TOTAL EFFECTIVE BUILDING FOUNDATIO NEAREST LOT L NE'~D ~. ABSORPTION AREA (WALL AREA) .~.2~ SQ. FT. ADDITIONAL ABSORPTION WE LL: //'/~:"-~ TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION __ LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED · DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK_ SYSTEM REMARKS DISTANCES: INSTALLED BY: ~J~-~ LOT SLOPE: REMARKS: Form No. EQ-031 DIAGRAM OF SYSTEM DATE .~4'..~.;~ APP R OV ED .... G.A.A.B. SEWAGE GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY' 3330 "C"' STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456! DISPOSAL SYSTEM ~ APPLICATION AbiD PERMIT PERMIT NO. NAME OF APPL,CANT INSTALLATION LOCATION PHONE '..EGAL DESCR,PT,ON //38 INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED SEEPAGE PIT FINANCED THROUGH TO BE INSTALLED ., DRAIN FIELD OTHER NOTE: THIS PEF~MIT IS NOT VALID WITHOUT SOIL 'T~$'T COMPLETION DATE ANTICIPATED /g¢] 7y FINAL INSPECTION: 24 HOUR NOTICE REQUIRED, BACKFILl. lNG OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY W,LL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~-~. J FOUNDATION TO SEEPAGE PIT '~'¢~ ) . DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL / ~ ] , ,DRAIN FILL TO NEAREST LOT LINE. WELL TO EEPTIC TANK /~ / DRAIN FIELD / ~ ~ ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC T~NK ) · SEEPAGE PIT ~,, DRAIN TO RIVER, LAKE, STREAM.~ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CR~B CROSSING GAP Of EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETer CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GIRAVEL BA(:EFILL CONFORM TO E~OROUGH REGULATIONS REGARDING INSTALLATION. DIAGRAM Of .~YSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE~ NO. 28-6B AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITh SA]D CODe. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street ANCHORAGE, AEASKA 99503 Case # Performed For ~ ,~LE. ~LD~RS~)N Dated Performed Legal Description: Lot I~ _Block_ ~ Subdivision M~'. ~clC This Form Reports Soils Log ~ ............. Percolation Test_ - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics I ' ]l Was Ground Water Encountered?_~L~__ If Yes, At What Depth? Reading Percolation Rate Date Net Time Gross Time Mi n ute Depth to H20 Net Drop Proposed Installation: Depth of Inlet COMMENTS: Seepage Pit Drain Field Depth to Bottom of--Pit or Trench' Test Performed BY~ Date Certified BY: Date: 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. # 01702313 1. GENERAL INFORMATION Complete legal description CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING · ,HAA# ~-~ ("~ ~ ~ Lot 13, Block 4, Mountain Park Estates ~2. Location (site address or directions) 13141 Lupine Road Property owner Mailing address Lending agency Mailing address Rita Hicks Day phone 274-2234 same Day phone AgentLisa herrinqton Day phone 562-7653 Address 2525 C Str. # 100, Anchorage, Alaska 99503 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well NOTE: xx Public water 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 NOTE: xx Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA#21 STATEMENT OF INSPECTIC)N 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. Name of Firm S & s ENGINFERING 17034 Eagle River ~o~p'l~oa~i ~o. 2,04 Address Eagle River~ Eng!neer's signature Phone DHHS SIGNATURE ~/'/Approved for _~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments 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 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. 72-025 (Rev, 1/91) Back MOA #21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~ OL~ I.-~, ~ "~ ~--~-~-~arcel I.D. A. Well Data Well type ~'~ / {//~-~ If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y(~ : Date completed /--'/~--~ Driller Total depth .~ :~.'~- Cased to '/---/cO ~ Casing height Sanitary sea, N)'/ Wires properly protected_~)y AT INSPECTION IU& ' Date of test Static water level Well flow Pump level1 FROM WELL LO/G SEPARATION DISTANCES FROM WELL TO: .Se,..._/hold~ng tank on lot Absorption field on lot Public sewer main /(.D//~ Sewer service line g.p.m. 5-~ g.p.m, ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform ~ Date of sample: ~',h'~/~ ~ B.-SEPT'IC/HOLDING TANK DATA Date installed High water alarr~N) Date of pumping , Nitrate ¢~ ~1~/~_ . Other bacteria Collected by: .~' Tank size ~:~ Compartments Foundation cleanou ..~) '"-// Depression (Y~ Ala/m ,ested/(~/Y/N)"-/// SEPARATION DISTANCES FROM~L=~T:t(~HOLDING TANK TO: Well(s) on lot /~2/ ! To property line Surface water/drainage On adjacent lots Absorption field / Foundation Water main/service line 72-026 (3/93)* Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N). "~Pump on" I~..~._ High water alarm level Meets MOA electrical codes ~ Date installed Length Total absorption area Date of adequacy test Width Soil rating\(~GPD/FF) Cleanout present Results Water level in absorption field before test Peroxide treatment (past 12 months) SEPARATION DISTANCE FROM AB,( Manufacturer ~ Manh~cc~ss(Y/N) ~ "Pump off" Level at Well on lot / To building foundation /// On adjacent lots /// Surface water J Curtain drai~ E. ENGINEER'S CERTIFICATION Cycles tested Surface water System type Total depth Depression over field r~l) for After test If yes, give date FIELD TO: ~ On adjacent lots Property line existing or abandonedkgy~stem on To lot \ Cutbank Water maih~service line Driveway, parking/vehicle storage area~__ I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. ~' ~,una,ure ~ ~,, _ ,. .... : ~ .... 17034 Eagle River Loop Road N~. 204 ~:~:~: :' Engineer's N z--// ~"~//~ Ffagle giver, Alaska ~577 ...... ~, / Ho. HAA Fee $ Date of Payment Receipt Number 72-026 (3/93)* Back Waiver Fee $ Date of Payment Receipt Number · ~ DAT~ RECEIVED L ' NSPECT ON APPOINTMENTS o'- TIME TIME 'ri~E DATE DATE DATE INSPECTOR INSPECTOR I NSP E~.O R ' '~h }~ A~' )("l~'~(~T~ ~ MUNICIPALI~ OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF I'.?,LTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC~RONMEHTAL ~;~OTECTION 825 L Street - Anchorage, Alaska 99501 ' ENVIRONMENTAL SANITATION DIVISION L~AY 2 g 1080 Telephone 264-4720 R E C [ J V [ D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete reques~ will not be preceded. Please aJlow ten (10) days for processing. PHON[ PROPERTY RESIDENT (If different from above) PHONE 2, BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION ~ PHONE I MAI LING ADDRESS 4. REALTOR/AGENT ~ PHONE I MAILING ADDRESS STREET LOCATI ON 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS SING [] One [] Four LE FAMILY [] Two [] Five [] MULTIPLE FAMILY [~'~ree [] Six [] Other 7. WATER SUPP~.,¥-~ [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM [~1 ~ DIVI DUAL/ON-SITE~ [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL -DEPTH OF WELL [] COMMUNITY E)ATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE -DATE iNSTALLED []PUBLIC UTILITY Connection Verified -INSTALLER []Septic Tank or []Holding Tank Size: / ~ IfTank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/HolOin§ Teak IAbsbrption Ares Sewer Line I Nearest Lot Line WELL TO: I I Absorption Area to nearest Lot Line 5, COMMENTS [~]---~APPROVED FOR . ,~ BEDROOMS [] CONDITIONAL APPRQVAL (letter must accompany certificate) D,SAPFROVED 72-010 (Rev. 6/79) 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRON~ENTALPROTECTION May 30, 1980.. James/Gloria Cox Star Route A Box 378-C Anchorage, Alaska 99507 Subject: Lot 13 Block 4 Mountain Park Estates Subdivision #2 Approval for your individual sewer and water facilities can not be granted until the following items have been completed: (l) The water analysis report be delivered to this office from Chem Lab, 5633 B Street, for our review. (2) An adequacy test be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this department for our review. If there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/lj~ RE2 REID ENVIRONMENTAL ENGINEERING SRA BOX $584R ANCHORAGE, ALASKA 99507 (907) 344-1205 d U N E :L 1 :i. 9 6 0 JAMES COX SRA BOX STB....C ANCHO,-~A~,,E Al-( ?~,.,... / SELLER SUi:-:D]:V:I;SZON-Hi' F:'A:;:K ESTATES:i:2 BLOC.(-..q L.0"I'-13 TI4E ]'YPE OF' AESOR~;iTZON SYST!EN ZS A I::'ZT NZTH AN ARE¢-~ OF 792 THE [~t.JANTZTY (]F:' KATE]:( AE;S(]::~fi',IED Dt.;RZN(; THE TEST NAS 220 GALLONS. THE SOILS RAT;Eh;; OF' THE SYSTEM ¢~T C(]NS'TRUCTZON WAS 250 ANI} NON IS 540 SQF'T/ TFIE IREQIJ:[!~ED AREA F'OR A 3 E;EDK(]O;d Hi;)tJS~L IS 1623 S(~i:rT, TFIZS HOME' HAS 792 E:ASI~;',:) UPON THE 'Ii~.S'T' t:)~'T~ ]'HE SYST.EH :ZS NOT ¢CCE:F'TASLE FOR ~ ~ OF ~ ~ 4 .... .~MUNIC!PALITY OF ANCHORAGE~ ,DEPARTMEI' 'OF HEALTH AND ENVIRONMEN]¢ ~ PROTEC'r~ON 825 L Street~ Anchorage, Alaskd 99501 279-2511~ ext. 224 or 225 Date Received: July 2~, 1977 Time #3: Time Date Date Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER ~.AC_[LIIIES 1o Le. nding Institution Request: Alaska Mutual Savings_Dank Mailing Address: Post Office Box 1120 99510 Phone: __2_7_4_y.~3_561/_24__4 ...... 2. Property Owner: Mailing Address: Lou E/Letta S. Baird Phone: % Ann Lipsgn, Leonard RealtZ 274-7594 3. Legal Description: Lot 13 Block 4 Mountain Park Estates #2 Subdivision 4: Single Family Residence: (x) Multiple Family Residence: ( ) Number of Bedrooms: Thmee Nulnber of Bedrooms: 0 Individual well (x) Well System: Permit # Depth of Well Construction ._~~~ Core, unity/Public System ( ) Well Log on FlJ. e ( ) Sewage Disposal System: On-site System Rx) Public Utility ( ) Permit ~ Installed ----/f/--TS installer Septic Tank Size __~ Manufacturer Absorption Area Soils Rate Material 7. Distances: Well to Septic Tank to Absorption Area to Sewer Line Nearest Lot line Absorption Area Nearest Lot Line July 19, 1977 .... ~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: CM RO. VA F HA Lou E. and Letta S. Baird CONV X James and Gloria Cox Day Phone: Mailing Address: c/o Eye Clinic, ANHC Day Phone: P. O. Box 7-741 4. Name of Lending Institution: Alaska Mutual Savings Bank Mailing Address: P.O. Box 1120 Phone: Ann Lipson-Leonard Realty 5. Name of Realtor or Agent: Mailing Address: 530 E. 4th Phone: 6. Legal Description: Lot 13, Block 4 Mountain Park Estates #2 265-3236 274-3561 ext. 244 274-7594 Location: corner of DeArmoun and Lupin Type of Facility to be Inspected: SF No. Bdrms. Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served If Individual, depth of well Individual 1 Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) 72-003(3/76) Department of Health and. Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 13 Block 4 Mountain Park Estates #2 Subdivision Comments: Affadavit Attached Approved: ~.~_~ ~ Disapproved: Letter Attached: ) Date: Department Worksheet: March 3, 1978 Mr. Joel DeVote Environmental Engineering Manager Loan Approval ($ig Strandberg) Lot 13, Block 4, Mt. Park Estates, Subdivsion ~ 2. This case has an interesting history, A sewer permit was issued, the system was installed and original approval was on 5-23-74. In April, 1975, we received complaints from the owner that the system was failing and had to be pumped regularly. Reinspeetion revealed that the system was originally installed improperly and in a manner not normally covered by our inspection procedures. In June, 1975,. a new sewer Permit was issued, the system was upgraded and reinspeeted. We have no knowledge of problems since that time. The latest lean approval request was dated 8-3-77, and resulted in the sewer and water systems being tested for the following reasdns: The bacterial quality of the water must.be determined. (2) The sewer system had a history of failure. (3) The sewer system was over two years old, Our survey of three hundred sewer systems in 1975 showed 50% failure after only two years of use. (4) The soils in this subdivision and on this lot are very poor.for the continued satisfactory operation of an on-site sewage disposal system. The results of both sewer and well tests showed both systems were satisfactory and they were both approved. The main reason the sewer system ~is tested and our authority for this test is: O) (2) The bank, real estate company, etc., asks if the system is still working and complies with ali codes and; Municipal Code, Title 15, Ch. 15.65, Section 15.65. 020 A. states that sewage shall be disposed of only in properly designed, constructed and maintained sewerage systems, septic tanks or by other methods approved by the department. Our test insures that the sewerage system has been adequately maintained and will still dispose of all wastes generated and as required by ordinance. ~The same reason applies for the bacterial test of the well water. It is not possible to determine the adequacy of either sewerage or water systems without these tests and thereby give approval to them. Our legal authority to charge a fee for this service is covered in .Anchorage Municipal Code Title 15, Chapter 15.65, Sec. 15.65.120 D. Roll Strickland, R.S. Environmental Engineering Manager Dept. of Health and Environmental Protection RS/as cc: Mr. Robert A. (Bert) Hall Joe ~l~r Les Buchholz Ken Norman attachments: 'rest Procedure August 16, 1977 R&M NO. 751522 Lon Baird SRA Box 378-Y Anchorage, AK 99507 Subject: Flow Test on Existing Septic System, Lot 13, Block 4, Mountain Park Estates, Anchorage, Alaska Dear Mr. Baird: On August 15, at your request, we conducted a percolation test of the septic system on the above described lot. For the test, 200.2 gallons of water were ~dded to the system over a 51- minute period. The following table represents the level of liquid in the septic tank. Ail measurements were taken from the top of the standpipe. Summary Of Measurements Level of Liquid Meter Reading Time Below Top of Standpipe In Gallons~ 9:24 6.85' 6097.1 9:45' 6.8' 6172.4 10:15' 6.8' 6297.3 The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R & M Consultants, Inc. If it is assumed that the existing three bedroom residence on the lot will house six people, the average load on the disposal system can be. expected to be 450 gallons per day or .31 gallons per minute. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WA$1LLA The system in question accepted 200.2 gallons, or nearly one-half the daily load, in 51 minutes. During that time the~e was no significant rise in water level in the septic tank. This indicates an acceptance rake of at least 3.9 gallons per minute. Since the house on the property was occupied, we assume that the leach field was at its normal degree of saturation, and conclude that the system is performing in an acceptable manner for a three bedroom res- idence. ~ We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or this letter, or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Senior Geologist SH:JMB/rs R~qu~ST F'O~ APPEOVAL Or ~D~V~DUAL SEWEE & WATER FACiLiTiES FOR Mailing Address: ~F~/~d¢"~~~~~ Phone: Property Owner: ' Phone: Mai I ing Address: /~/~ ~-~ ?~-d) ~ ~nspec,.eu No of bedrooms ~ell Data: A. Type ~ B.'Depth .... .~ ?~ £, Construction 7, Sewage Disposal Syste.m: r Septic ' ~ D, Seepag;e Pit: Ins Size~~ Absorption Area ~ Total ~ - ' ,e,,gtn of'lines 8, Distances: A. Well to: Septic tank ~/___X;~ ._, Absorption area _zlf_~._~_.~Z~__, Sewer Lines B; Foundation to seDf~' tank ~ / .... C, Absorption area to nearest lot i i~ ~~ ~ ~ ~ !:age i of two .... ~:~ GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1.. Type of Inspection: 2. Property Owner: Mailing Address: 'Name of Buyer: ~// ~,~t} Ma~ling Address: 'Name of Lending Institution: Mailing Address: Day Phone. Phone 5. Name~ of Realtor or Agent: Mailing Address: Phone 7., Type of Facility to be inspected:_~:yl, ,~,:i:/-~/i "8 Water Supply / / No. Bdrms. __~ -Type o'f Supply: Publi~ Utility If Individual, number of dwellings presently served If Individual, depth of well m~>:-'~-::<~ Sewage Disposal System TYpe of System: Public Utility If Individual, date of installation Individual Individual (on-site) ~'~, Comments Approved ' 'ova] Valid for one year from date signed Gre~/:r Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify *'~' Il' "-=ormation ....... -:~'~ thi ' for aDprove.] 'to be c .,,, · ' faci'iit~es ~ ~ - ~ ...... dnm . w!Lse ~n or ~-h~ sub~eC~ se,.e~ .... wate~ Facilities and are o~erati~}q .,~. '::torily. S I GNEO