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HomeMy WebLinkAboutBOREALIS #1 LT 12 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 Permit Number: ~ ~ \C:~ ~.~r--~ PID Number: ~ ~~~ ~~~ Wastewater System: D New ,~Upgrade ~ Address: ~~ ~~ ~ ~, ~~ ABSORPTION FIELD Phone: ~ INc. of B~oms: ~ ~ ~ Deep Trench ~ Shallow Trench D Bed ound D Other DESCR .T O. LOt'.~ ~ ~~[~ubd~n: Bo~thto~ipo~ottom[romod~,nal~r~do:[~ ~ ~ Number of lines: ~Distance betwee~lines: WELL: ~ New U Upgrade Grave~: ~ Ft. ~~ ~ Ft, Classification~~(Private, A,~,~}, Total Depth: Ft, Cased To: Ft. Total absorption area:~ ~ ~ SQ. Ft. Pipe Yield: GPM ~ Pump Set at: Ft. ~ Casing Height Above Ground:Ft. TANK i i SEPARATION DISTANCES ~ septic ~ Holding ~S.T.E.P. From Tank Field Station Tank Sewer Lines Well ~ ~ ~[~ ~ ~ ~ate~~ ~umb~r o, ~rtmonts: Surface w.~, ~ ~ ~k ~ ~ LIFT STATION Lot 1 , ~ Size in gallons: ~ Manufacturer: Line ~ ~ ~ I Remarks: BENCH MARK ~~~. ~/~~ ~~ Location and Description~~ ~ I ~ssumod ~lovation: ~ ~, EN~'S SEAL eNlaa;NIgN; S 9 S 2nd E'~ ~1 Department of .ea~ an~ ~u~an ~r~c?s approval Reviewed and approved by: ~ate: ~ 72-013 (1/91) MOA 25 Permit No, ~J ~101~t- Page ~' of ~' 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: PID No.: ir- '---J L.P--A&P~ I..'. F..,- I 72-013 A (2/91) MOA 25 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 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW910184 DESIGN ENGINEER:S & S ENGINEERS OWNER NAME:DOUBLE HORSESHOE INVESTMENTS OWNER ADDRESS:3333 DENALI ANCHORAGE, AK 99503 1 DATE ISSUED: 7/05/91 ~/~/ EXPIRATION DATE: 7/05/92 PARCEL ID:01520322 LEGAL DESCRIPTION: BOREALIS #1 LT 12 LOT SIZE: 16800 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /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 (iSAAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: "'-'~-~"?'?~-' ~'-~' INSPECTION R MUNICIPALITY OF ANC~IORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD INSPECTIONS (907) 563-3464 INFORMATION (907)786-8211 STR ' "- '- ' ~ ' - OT/~BLOCK/ SUBDIV. ~ /DATE ¢I" I FOOTING [] ELEC. TEMP. ~,,.~ [] PLBG. UNDGR.. [] FOUNDATION [] ELEC. SERVlCE/,/"~:~ PLBG. ROUGH. [] BOND BEAM [] ELEC. ROU(~I~t'.'- '.'~ :~ GAS TEMP. [] FRAMING [] ELEC. FINAL '~ "*'~..""L,,:~ GAS [] INSULATION [] OTHER MECHANICAL [] SHEETROCK -- [] MECH. FINAL [] STRUCT. FINAL [] FIRE FINAL [] PLBG. FINAL [] OTHER . [] ZONING [] OTHER [] NONCOMPLIANCE OBSERVED [] WILL REEXAMINE AT NEXT INSPECTION COMMENTS [] CORRECTIONS ESSENTIAL AS EXPLAINED BELOW [] DO NOT CONCEAL UNTIL REINSPECTED z, ,':?' INSPECTOR ~HEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION 84-002 (Rev. 11/87) DO NOT REMOVE THIS NOTICE ROBERT SHAFER, P.E. ROGER SHAFER J~y I, 1991 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: Lot 12; Borg,lis Subdivision; Request you issue a p~rmit to upgrade the septic system on the referenced property per our attached d~sign dated June 30, 1991. As explained in the attached September 27, 1989 l~ter by Fl~top Technical S~rvic~s the existing septic system is in a state of failure. A soils test was performed by us for the proposed upgrade. Although no groundwater was encountered, the area is known for a seasonally high groundwater level. We have designed an ~levated mound system to be installed with the receiving soils just b~low the existing organic layer. A sand filter is specified with a minimum thickness of 2 ft. due to the ~longation of the proposed system and the poor soils we have designed a pressurized mound system using the EPA Design Manual, 1980. The property is served by a Class 'A' water system and there are no w~lls on adjacent properties, therefore, we do not anticipate any adverse effects on adjacent properties by the installation of the proposed system. if you have any questions, or require additional information for your r~ivew~se contact us. ~qRT A. SHAFER, P.E. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 SCALE SCALE J PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST ~1 ~Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? s L IF YES, AT WHAT O DEPTH? p E Depth lo Waler ~ .~ ~ _ ~..~! Monitoring? ' v'!~'~/ Date: SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE '"Z'/''''/ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN __ FT AND ~ FT COMMENTS 17054 L'-~a'~ giv,~,' Loop I~oad No. 204 / //~ _ PERFORMED BY: ...... k-l.. ~ I I // ' CERTIFY ~agle Kiver~ ~ .......... ~/_ THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I~FECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) FLATTOP TECHNICAL SERVICES. CIVIL & ENVIRONMENTAL ENGLNI.:ERING . ENERGY CONSERYATION & A~NALYSIS TilEOI)ORE F. MOORE, P.E. 14530 ECHO ST. vU: (907)~45.s~55 September 27, 1989 ANCHORAGE, ALASKA 99516 Alaska Housing Finance Corporation 'cio Realty Center - Attn. Skip Mender 8400 Hartzell Road Anchorage, AK 99507 Dear Mr. Mender: Per your request I have investigated the water supply and wastewater disposal systems serving the residence on Lot 12 of Borealis S/D located at 4920 Omega Circle in Anchorage (AHFC ref. No. 60076). The following'is a report of my findings, along with copies of relevant backup documents. This residence is served by a D.E.C. approve.d community water system, so there should be no need to conduct a well flow test or take water samples prior to sale. According to municipal records, the original wastewater disposal system was installed in 1974 and consisted of a 1250 gallon septic tank followed by a 13 foot deep seepage pit with 666 square feet of effective absorption area. The system was upgraded in 1977 by the addition of 32 lineal feet of soil absorption trench, which provided another 512 square feet of effective absorption area. In 1980 the system failed an adequacy test and was again upgraded with another 43 feet of absorption trench. Despite the fact that the residence had been unoccupied for an extended period of time prior to my inspection on September 20, I found the standpipes giving access to the seepage pit and original upgrade trench to be full of fluid to within 4 feet of ground surface. The standpipe for lhe second upgrade trench was filled with gravel nearlyt~ g~ot~l ]Erf~ca~n~ D thus was useless for testing purposes. The only logical explanation for the observed fluid levels is that the system is saturated with gr~d~w~t~'~f~. which may also explain the history of past failures. I shoule~otb th~t~nis subdivision does have a history of poor soils and failing septic systems, AHP -- ANCHORAGE Simply adding on more trench will not correct this groundwater problem or. make the system eligible for Health Authority Approval. In order to correct the abovementioned problems, it will first be necessary to conduct new soils tests including percolation tests and groundwater monitoring to assess the soil conditions and determine if it is possible to construct a properly functioning septic system anywhere on the lot. A lift station and soil absorption mound may well be required in order to achieve the necessary separation from groundwater, or if that is not possible, the only other solution is a holding tank. These answers cannot be known until the soils testing is completed. The following is an estimate of anticipated costs through the soil testing, design and permit application stages. Backhoe for soils tests $300 Visual soils tests and logs [2 test holes) $180 Percolation test $100 Groundwater monitoring (incl. 30' perf. pipe) $ 80 Site plan $150 Design of mound system (plans and specs.) $350 Permit application fee $ 90 ~_id solicitation from 3 excavators $1'~O Total thru design phase $1400 If this work shows that a mound system is the best alternative, the construction cost wiU probably be in the range of $10,000 to $12,000. If no soil absorption system is possible, installation of a holding tank will be in the vicinity of $3000. Please advise me if you wish me to proceed with the soils testing and design engineering. There should be no problem doing the soils testing and design work during October, however early snowfall or sub- freezing weather may make it more practical to defer actual construction until next spring. Please give me a call if you have any questions on this report. Sincerely, Ted AHP- ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENT,zNI.. PROTECTION ENVIRONMENI'AI_ ENGINEERING DIVISION 825 L Street - Am.',hora,qe, Alaska 99501 Telephm~e 264-4'12_0 ON-SITE SEWAGE DISPOSAl_ SYSTEM AND/OR WEI. L INSPECTION REPORT NAME MAILING ADDRESS LEGAL DESCRIPTION LOCATION --~ ~, DISTANCE TO: ~ 2: Manufacturer ~ ~ Liq. capacity in gallons IF HOMEMADE: I~, f~ ~ DISTANCE TO: We O ~"~ I Manufacturer DISTANCE TO: Well ,u. 2: I No. of lines Length of each line~ -z,,, / I- ~: ~_Top of tile to finish grade Length Width ~1- Type of crib ;rib diameter ~.~ Well DISTANCE TO: Class Depth ~ DISTANCE TO: Building foundation NO. OF BEDROOMS Absorption area [ Dwelling PERMIT NO. Material No. of compartments Inside length /Width Liquid depth Dwelling PERMIT NO. Material Liquid capacity in gallons Foundation Nearest lot line ! PERMIT NO. Total length of lines f Material beneath tile Depth Crib depth Building foundation ~UPGRADE Trench width ! inches Distance between lines Total effective absorption area PERMIT NO. Total effective absorption area Nearest lot line Driller Distance to lot line PERMIT NO. Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING ,2S'o INSTALLER REMARKS "~"~APPROVED DATE LEGAL PERMIT NO. APPLICANT LOCATION LEGAL ~qLmN I m3 I pRL I T'¢ OF 8~mZ:HORAGE DEPARTMENT HEALTH AND ENVIRONMENTAL '{)TECTION 825 '~ STRE~T~ ANCHORAGE.. 264-4720 Emrq--SITE SE~ER UPGRADE PERMIT TOBEN SPURKLRND 8145 CRRNBERRV ¢i~. LOT si ZE-~eeee s.ua.E FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING <SD FT?BR>= 250 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= 1~.3 LE[46TH= 48 CRA%eEL DEPTH= 8 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE 8ND THE BOTTOM OF THE ENCAVATION (IN FEET). REQUIRED SEPTIC TR[4K SIZE= ~ GALLONS PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. T~O < 2 ) INSPECT IONS ARE REQU I RED BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO 8 COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I T E×P I RES DECEMBER ~l.. 1~80 I CERTIFY THAT i: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2~ I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. i ESIDENCE IS REMODELED TO INCLUD~ ~ORE THAN ~ APPLICANT ~BEN SPURKLAND ISSUED BY, F~~'-~J'-- ........ DATF ~- ~'--~0 I F THE V4. 0 ~UNICIPALITY OF ANCHORAGE He, .~ and Environmental Prote .on Fourth Floor West 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 .................. ]~-S"~-ECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ..... PHONE NAMF SEPTIC TANK: DISTANCE FROM WELL MANUFACTURER INSIDE LENGTH ___ NUMBER OF COMPARTMENTS MATE RIAL INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS. TILE DRAIN FIELD: TOTAL LENGTH ,~, ~ DISTANCE FROM WELt ............ FOUNDATION .......... NEAREST LOT LINE ................... OF LINE ¢ of Lines ............ DISTANCE BETWEEN LINES TRENCli WIDTH ..... ~¢~IN TOTAL EFFECTIVE Af3SORP¥',O~",J AREA $l~I SQ. FT. LENGTH OF EACH LINE DFPTIt: TOP OF 'TILL TO FINIS[t GRADE blATERIAL BENEATH TILE¢ IN, ABOVE TILE ~ ,.IN. SEEPAGE PIT: Log Crib Rings [3Ul LDtNC~ FOUfqDATION ..... DI/:\METER ~ OR WIDTH ..... LENGTH___, DEPI'H Crib Size: DIAMETER .... DEPTH____ DISTANCE FROfvl: WEEL TOTAL. EFFECTIVE NEAREST LOT LINE .... ABSORPTION AREA (WALL AREA) FT. Well Class: Depth: Well Distance To: Lot Line Bldg: Sewer LiDe: Pipe Materials: II of Bedroom ,~r~ Installer: ~~ ' ', Remarks: 1`4jttbk"..P.. LJF' L:.iJE].;,k.:CIUMtz, = I'"IH',:':; ,t. j',ti...I p't " .... ' 1 t...ll::; t.r..iSNL:~i i H i,.',IMEI"4blUN 15 I'HEi LbZNdi f'H ( IN P't.-.b~i ::, i...Ip IrH~i i RE1`'4C:H Ur;:'. L:,F::F;~INH ].ELL:,. thlb. L:,E;F'"tH Lfic lq t RL:i;NC:H LII;..' P].'i .t::; "Il-fiE L:,IS"i'HNI.':;Ei BEi'NL-.E]"4 'IHE: Si..t~RF:'PIfL;;E; iifx; tHti'Z L:it.,:.'l.;li...Ir,41.) HNL:, t'Ht:; BI. 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GR[ R ANCHORAGE AREA Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 .GH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ,~/~)/¢,0 ~2¢ LOCATION ~),r~ ~'-G ,,~/ MAILING ADDRESS ~/~-- ~ LEGAL DESCRIPTION PHONE SEPTIC TANK: DISTANCE FROM WELL MANUFACTURER MATERIAL '~'-~' ~'-"~ NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH_ LIQUID CAPACITY ! ~_g-o GALLONS. SEEPAGE PIT: /3 ry./~//. 2__~3/×:~ NUMBER Of PITS / DIAMETER __ OR WIDTH__, LENGTH , DEPTH /?~ ~ LINING MATERIAL ~¢~-~RIB SIZE: DIAMETER DEPTH ~ "DISTANCE FROM: ! -/- TOTAL EFFECTIVE BUILDING FOUNDATION ~-~/""/~ NEAREST LOT LINE ~ WELL ABSORPTION AREA (WALL AREA) ~ .SQ. FT. ADDITIONAL ABSORPTION WELL: ~-~. TYPE CONStrUCTION BUILDING NEARESt fOUNDATION __, LOT LINE CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED DEPTH NEAREST ~ SEPTIC,¢/,~ /,,..~..- SEWER LINE ,~: , TANK ~' REMARKS DISTANCE FROM: SEEPAGE /~.-. SYSTEM / ~) DISTANCES:, DIAGRAM Of SYSTEM INSTALLED BY: ~-~ ¢ PIPE MATERIAL: ~,,4,¢r' ...~¢A/ LOT SLOPE: REMARKS: Form No. DATE G.A.A.B. PER~'/i IT NO NAME OF APPLICANT.-,' '-~.'----,.4 ......... :-: .... F ........... .__ IMiAtLING /,DDRL~;S .... --': '_ ...... '- ./' .,. f , , , - ; -'? , ,.. INS'IALLATION LOCATION ...........!._~,~I1,1,~'~/_ .... :_ '.z., ............. --..:.:.Z ..... 2.: · ~ . '; ., .. ,; /'? .,/F._~,~,, .... -._,., . . .-,,.'',, , , ¢ LEGAL DESCRIP'~:fON ---5_-..:"- ...... :~.2' ~.--"_Z-.~ ...... ' '-'' __L [z_---'-'- :'-- ~ .......... '.Z'.--.: INSTALLATION OF': SEPTIC TAI,IK ~" SEEPAGE PIT .............. , DF,'AIN FIELD OTI. IEFt TYPE AND SIZE OF FACILITY TO BF. SZRVF. D <" ' '"'"'''~'' ' "¢' "'" '*'" '" "' ""' '" "" FINANCEO THROLICH ........................................ TO DE. IiN:STALLt;I) I?,Y ........... '.;:~:'~.,':.;__.L;.--2.'::]~'.:';~].7':;]:"'_?] · '" ' : "',".? .,' 5 COMPI_ETION DATE AN'rlCIPATED FINAL INSPECTION: 24 HOUR lqOTICIE Fib:('iIII[~E;I:~. I31kCiCr.'II..LINC; O1-,' ATqY $",'f;TF.r¢; WiTi-{OUT I::INAI.. iNS:;i"I£ifiTIOI',~ t:",' TIdE DI':.:I:'?,RTIvIENT OF ENVIROf]f,.;L?I--ITAI., C,~IJ/kI~IT*F AUI I IOl':,'tlT¥ WII.I.. [it:; SIJL~Ji~;C:T TC) I-:I2(.)Di:;OUTIOI '"" ~: '"'" ' ::~'/., .......'. ..... f:_:- _:_ ~E~',.,,,G: ^~-'.,:A ~,=~: .... 1..:_'...!' -._._: .:; ........ ;-¥.,~ ................................. SL"PTIC TANK SIZE ._z:. ~' _Z'LL::_~__t.. :_._ TYPE FOUNDA1 ION TO SEPTIC TANN FOLhlDATION ~'O SEEPAOE PIT I)RAIIq I'!EL.D SEPTIC TANK TO SEEPAGE PiT }VAI._L ..... E SEPTIC TANK ~'¢ SEEPAGE PIT ........ ~ ........... DRAIN FII<LD II'O NEAREST LOT LINE ,- WELL '1'O SEPTIC TANK .... ~ ..... Lu ............ gEEPAG[( PFF _ D~AIN FIELD ......................... ALSO CONSIDEI-I ANEA ~VFL. LS. ~/ATER MAIN TO SEPtiC TANK ............... ~EEPAGE PIT . DRAIN EIEI-D SEPTIC TANK..- SEEPAGE PiT --: .......... D:AIN EIi~LD TO RIVER. LAKE. STREAM, CAST'IRON NTO AND OUT OF SFPTIC 'rANI( AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET IlxlTO UI'~DIS'I'URBED SOIl- 4 INCN DIA. METER CAST IRON SIPHON }-*IF'ES ON SEPTIC -lANK AND SEEPAGI'~ :'IT I-'ITTED 'WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO ~OROUGI-{ REGULATIONS REGARDING If'iS'FA,LI..ATIOhl ,:-' /_ ........ ; , .... : C ,-; ..> C2 ........... _:..EL_ ............ G ,A .A .£~, / LICENSED DES i I CEt:~TIFY TI4AT AD4 FAMILIAR WITH THE NEQUIREMENTS OF OREA'] I;I.1 A. NCI4ORAGE AREA [~,OI.~OUOH uI~DINAN£E h,iO. 28.68 AND THA'I TI-IL: ABOVI~ DESCRIBED SYSTEM IS IN ACCORDANCE WITH t.~AID COL;[: '-- -,'/.,:>:) /-.: ¢- '(' (-'L: . -- " DATE ' · ' _ APF'LICAN'r'S SI(;i',IA'fUt?E ' ~' DEPT. OF ENVIRONMENTAL CONSERVATION BILL SHEFFIELD, GOVERNOR ~lephone: ~0~ 274-2533 Address: 437 E. Street Suite 200 Anchorage, AK 99501 April 9, 1984 PWS I.D. #210786 To Whom It May Concern: According to records on file in this office the Borealis Omega Water System is in compliance with the State Drinking Water Regulations. Sincerely, MM/msm cc: Gwen Turner Alaska Environmental Control Services Anchorage, Alaska Mike Ma thews Environmental Field Officer 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 Location (site address or directions) Property owner Mailing address Day phone Lending agency / Day phone Mailing address /" Agent ,. Day phone Address 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) Front MOA #21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I ve.rify 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 Alaska Water & Wastewilter Phone 7320 l~a.st Ch.e~ter ~ts~C:~rcle Ad dress A:ffchoYa~/Ala~16a ,995(~4 Engineer's signature ( .~/~',~/,/~:~ ( ~-'~ Date DHHS SIGNATURE ~' Approved for bedrooms. Disapproved. Conditional approval for 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 Legal Description: Municipality of Anchorage DEPARTMENT OF HEALTH &HUMAN SERVICE~E C E I Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) :~4~4741998 Municipality of Anchora Health Authority Approval Checkli${)ept. Health & u ...... ge LO~'" l?..j {~oC/..~-~.~ ~/O ParcelI.D.: A. WELL DATA Well type C.,o~. I(~B, or C, attach ADEC letter. ADEC water system number (Y/N) Date completed ~ Cased to Casing height (above ground) Total Sanitary seal (Y/N) '"'""'-~ Wires properly protected (Y/N)  AT INSPECTION Date of test ~ __ Static water level ~ Well production ~ __ _ g.p.m. ~_ g.p.m. WATER 'SAMPLE RESULTS: ~. Coliform __ Nitrate ~__ Other bacteria~'--... Date of sample: Collected by: ' ~ B. SEPTIC/HOLDING TANK DATA Date installed ~5/o/'/ Tank size Foundation cleanout (Y/~) %/ ,,~ '~' Date of Pumping 3/n/c~ Pumper /-h:~-~F_., I ~,~'C) Number of Compartments '~-- Cleanouts (Y/N) ."/ Depression (Y/N) /Ub High water alarm (Y/N) y C. ABSORPTION FIELD DATA Date installed ~/¢~ ! I Length ~'"'] Width Effective absorption area 114...0 Date of adequacy test .~//tt/~, Soil rating / (g.p.d./ft2 or~ , 4-- Gravel thickness below pipe Monitoring Tube present (Y/N) Results (Pass/Fail) P~=-S ..q ~' For System type J~/Ou,,,J I~ Total depth - 4,/= Depression over field (Y/N) AJ i~ Fluid depth in absorption field before test (in.); ~'1/4'// Immediately after~Z~Ogal, water added (in.): Fluid depth 5~Z. c~ (ins) Minutes later: 14-4-O Absorption rate = ,4-~-'C) +' .g.p.d. Peroxide treatment (past 12 months) (Y/N) ~c~--.- V.~c=~,~J if yes, give date /',) bedrooms 72-026 (Rev. 3/96)* -~ <~_.~ ~~.~=.,~ L~,~--~::~ LIFT STATION / Date installed (~'/ cl I Manhole/Access (Y/N) y High water alarm level at* Cycles tested ~ ~"l'~'F'- E. SEPARATION DISTANCES Size in gallons "Pump on" level at* "Pump off" level at* *Datum ~CES FROseptic/holding tank on~t_~....~M:ELL ON LOT TO: On adjacent lots Absorption field on lot ~~ Public sewer main ~ Public sewer manhole~~ S~ Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation ~lr. ~ Property line / ~ ~ Absorption field ,,/0 / Water main/service line (0/4- Surface water/drainage IOO ~ Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Surface water Curtain drain ! p~_,,e. IWCl I lO ""~' - ~=_~-~ ..- Building foundation ~ r4' Water main/service line (OO/~_ Driveway, parking/vehicle storage area ~o~JE_ ~.,.~ c, ,.,.) ~J Wells on adjacent lots '~ / 4- ENGINEER'S CERTIFICATION ~?~;~ :, ,....t AL '~/~ ~ ' ced,~ ,hat lhave *te~, [,d inspections and review of Municip¢,~"~~ ~ms are Engineer's Name/ ~ (6~~ ~' ~~ ~ ':: " ~ ~' Date HAAFee $ ~. ~-"Z) o ~ Date of Payment ~?/:7 .~~ ,umber (7 rye) ? 72-026 (Rev, 3/96)* Waiver Fee $ Date of Payment Receipt Number Water & Wastewater March 16, 1998 7320 East Chester Heights Circle - Anchorage - Alaska 99504 Phone (907) 337-6179 - Fax (907) 338-3246 Consulting Engineers Municipahty of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Septic System Evaluation at Lot 12, Borealis S/D. To whom it may concem: The subject property is served by a community water system and a private septic system. According to M.O.A records the drainfield is a mound type system that is 20 feet wide, 57 feet long, and has an effective depth of 6 inches. On the day of our inspection, 3/11/98, the monitoring tube had 5.25 inches of liquid in it, indicating that the bed was essentially 87.5% full. Six-hundred gallons of water was introduced over a period of 133 minutes. The first 200 gallons of water caused the level to rise 1 inch, to a total liquid depth of 6.25 inches. At this point, the drainfield was full. The next 400 gallons caused the level in the field to rise 1.75 inches (above the invert of the drainpipe). Twenty-four hours later the level had dropped back down to 5.5 inches, indicating that virtually all of the water had been absorbed (probably through the top and sidewalls of the bed). Based upon the test results, it was concluded that the absorption rate of the bed exceeds 450 gallons per day, as required for a 3 bedroom house, however, it should be noted that the system is approaching the end of its useful life. If you have any questions, please contact me at 337-6179, or 244-9612. Sincerely, ~arness, P.E., M.S. 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 12 BOREALIS ~ 1 Location (site address or d rections) 4920 OMEGA CIRCLE Property owner DOUBLE HORSESHOE INV'ES~'VJB~TS Day phone 333-5877 Mailing address 3333 DENALI ANCHORAGE, A~ 99503 Lending agency Mailing address Day phone Agent Day phone Address 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Unless otherwise requested, HAA will be held for pickup. 3 '~ NOTE: Individual well Community well x 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: Individual on-site X Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State AD£C attesting to the legality and status of system. 72-025 (Rev. 1/91) Front 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. Name of Firm Address Engineer's signature DHHS SIGNATURE ~ Approved fOr Disapproved. 17034 Eagle River Loop Road No. 204 Eagle River, Aiasi(a bed rooms. Phone Date Conditional approval for 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 & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: I.,-dP'T'_ ~"~' '~~~ '~ Parcel I.D. A. WELL DATA Well type If A, B, or C, attach ADEC letter. ADEC water syStem number Log present (Y/N) Date completed Driller Total depth Cased to Casing height Sanitary seal (Y/N) Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION Date of test Static water level Well flow Pump level SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot g.p.m. ; On adjacent lots ; On adjacent lots gpO .~. 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 Cleanouts {~N) High water alarm (Y/N) Date of pumping Tank size \,~...~'c> ~,~,~-----~, Compartments "-2_., Foundation cleanout(~N) "~ Depression -"-'-' Alarm tested (Y/N) ' ' 1',~/~ Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ~ E>~,~ On adjacent lots ..-~;~::,t ,~ Foundation To property line \ c>~ J~ Absorption field \c~! Water main/service line \~ Surface water/drainage \ u:~C~ -~ 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed ~-- ~c~ Size in gallons Ventl~q) ~' High water alarm level Meets MOA electrical codes(~'~j~N) Manufacturer ~"~"~ ~ ~ ~ ~'~' Manhol~e/Access~f~N) '--/ "Pump on" level at '~ "Pump off" level at Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot ~ c~--~... On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed I Length Total absorption area \~./~ Depression over field (Y(~ Results (pass/fail) Peroxide treatment (past 12 months) Width Soil rating Gravel thickness Cleanouts present ~:7N) Date of adequacy test for ~ System type Total depth If yes, give date bedrooms SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Wellon lot t"~ c~ t--~,~' On adjacent lots "'~-c:~> ~ ~ Property line \ To building foundation ~ ! To existing or abandoned system on lot On adjacent lots "~'-'~ ~ ~ Cutbank I~ //~ Water main/service line \, Surface water Curtain drain Driveway, parking/vehicle storage area ~_____-----~--t~_ E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect, S & S ENGINEERING Signature 17034 Eagle River Loop Road No. 2_04. Eagle River, Alaska 99f~77 Engineer's Name Date ~ _ ~/..z~.-~ ~ ~,ct ~_rLtbe date of this inspection. HAA Fee $ Date of Payment ,__~/Z,~'/~-~' Receipt Number '=~ Waiver Fee: $ Date of Payment Receipt Number 72-026 (Rev. 3/91) Back MOA 21 DEPT. OF ENVIRONMENTAL CONSERVATION WALTER J. HIOKEL, GOVERNOR ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99503 (907) 349-7755 March 24, 1992 FOR: S & S Engineering PWSID -If 210786 My review of the records on file in this office reveals that the Borealis Omega Subdivision, Class "A" Public Water System, is in compliance with the routine coliform bacteria sampling requirements listed in Table C, and with the inorganic sampling requirements listed in Table B of 18 AAC 80.200. Sincerely, Environmental Engineer II BR/cf MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH ALrfHORITY APPROVAL CERTIFICATE 1. General Informaticn Application Date / (a) Legal D~scription (include lot, block, subdivisicn, section, township, range) Location (addm~ss o.~ directional / (b) Applicants Applicants Add~ess. (c) Applicant is (check one) Lending Insti~,ution ~; Owner/builder ~ (d) Lending Institution ..,i.,/w-~ Telephone Address (e) Rsal Estate Co. & Agent -~,~17777 Address "~/~'~- , , , ,L, / /' ' To le phone 2. Type of Besidence Single-Family Number of Bedroc~rs Multi-Family O~er (~s~i~) 3. Water Supply Note: If cc~m~nity ~11 system~ must have w~itten confirmation f~cm the State Department of Environmental Conservation attesting to the legality and status. Is the ~11 adequate fo~ the number- of bedrooms specified in this HAA~/N) 4. Sewage Disposal Onsite ~ Public ~-~ Conm~nity ~ Holding Tank ~ Is the wastewate~ disposal system adequate for the number of bedrooms C~N) [Page 1 of 2] 2-15-84 5 Engineering Firm tltoviding .... ,.~!)ectQ:C~s, I%sts., L~ta and Information I certify tb~t I have c~h~cked, verified, c~ ccnformmd to all ~A ~. ~i~li~s in effe~ on t~ date of ~is inspections, Si~d . .~<~//~' ~ ~.7 ~?~/ ~te ~Z~ ...~/~ j, ~..<27W N~ of ~'"(-~"~ ) ~ Telephon~ --, ~-'~ ,' ~ ~.~? / <~2 '~ ' ~---.~ ~ ~ ',/~ ,~/~-, ,,,," ~'~ ~.'~-,~ ~' n:'~~'' ~ ' '~ 1 S ig~d ~ ~:~' '/~~e-~'~-~'''~' '/--~ -- ''' The Municipality of Anchorage Department cf Health and Environmental Protection dces not ~aran'tee t?~? ~,ntinued satisfactory p~rfor~nce of the 'water supply and/cz the wastewater disposal system. This approval indicates that, as of the validation date shown abo%~, ?m,.sed c.n tba data and informaticn furnished by. an engineer registered in .the State of Alaska, the ~ater supply and .gastewater disposal system is safe and func- tional fcr the numter cf t~ck-ouns and type of structure indicated. (D~EP SF3kL) 7. Mail the HAA to the following address: KB2/d5/s [Page 2 of 2] 2-15-84 MUNICIPALITY OF ~NC~ORAnE (MOA) HEALT~ AUT~O~TY APF~OVAL (~AA) B, c~ C, D.E.C. App~oved~N) Well Log P~esent (Y/N) Static Water f~/~-- ~ ~t At Casing ~iGht ~p~ation Dis~s ~ ~11: To ~ptic~oldi~ Ta~ ~ ~t ~.~ ~ .. To ~a~st To ~est ~blic ~= Li~ ~/~ Cle~t~le P /~ wa e= , / Wate~ S~le'~st ~sults " .; On' Adjoining Lots, .~' ~/t ; On Adjoining Lots. To Nearest Public TO Nsa=est Se~ Service Line on L6t S. SEPTIC/HOLDING T~NK E~TA Date Installed Size /~.5'-O No. of Ccmp~nts ~ Standpipes ~/N) Ai=-ti~ht Caps ~/N) Foundation Cleanout~/N) Dep=ession ore= Tank (Y~ ' Date Last Pumped , Pumping/Maintenance Contract' o~ File (Y/N) ~U/2 ; fc~ Holding Ta~ Hi(.~%-Wate= Ala=m (Y/N) ~/4 Tempo~a~y Holdin~ Tank Permit (Y/N) Xz~ Se .p. aration Distances f~cm Septic/Holdin~ Tank: To Wate=-Supply W~ll ~d6f '~ To Building Foundatio~ ~/ To P~c~e=ty Line ,~2~~ To Disposal Field . ~' . , To Water Main/Service Line / To Stzeam, Pond, Lake, c~ Maj~ D~ainage Course [Pa~s 1 of 2] 2-15-84 SUOT ~em~.G TIME DATE DIRECTIONS: THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS TIME DATE INSPECTOR TIME DATE 1. TYPE OF RESIDENCE INGLE FAMILY [] MULTIPLE FAMILY 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified [] ONE [] TWO NUMBER OF BEDROOMS PERMIT NUMBER [] THREE [] FOUR [] FIVE [] OTHER [] SIX · ,~ ·DEPTH'OF WELL DATE DRILLED LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM ! PERMIT NUMBER []INDIVIDUAL/ON -SITE ' ~ !~ATE INSTALLED I--IPU BLIC UTILITY ' " Connection Verified ;' ,~ INSTALLER []Septic Tank or I~]Holding~nk Size: I~ _~ If Tank is homemade I ~o"~'~--'~'-~ give dimensions: TYPE OF TAN~ TOTAL ABSORPTION AREA 4. DISTANCES WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS MANUFACTURER ~~.~ _~ MATER~AL c, Septic/Holding Tank -IAbsorption Area fewer Line [] CONDITIONAL APPROVAL (letter must accompahv cer, fificate) DATE ~ ~ ' BY (Tit e - LEGAL DESCRIPTION 72-010 (Rev, 3/~8) Tobben Spuridand P.E. 8155 Cranberry St. Anchorage, Alaska 99502 Phone (907) 243-5302 Doris Timperley Dynamic Realty 501 W Northern "ights Anchorage, Alaska 99503 June 16, 1980 MUNICIPALITY OF ANCHORAGE DEPT. OF I!-,^,LT;I & ENVIRONMENT/~J.;, ,..)i ECTION ADEQUACY TEST J U N 2 0 1980 Legal: Residence: Water Sewer Lot 12, Borealis t~o. 1 Three bedroom ranch Community Syst em From Municipal Records: 1250 gal. two compartment tank Three ring crib with 666sq. ft. System installed in 1974. RECE! ED Soil Rat ing 250 of absorption. Up grade in 1977. Added trench 32 feet long 8 feet deep. Da~e of this Test: Test Procedure: June 12 & 13, 1980 / On. inspection crib was found with 72 inches of water, ~otal depth of crib 14 '-6" Trench clean out was foun~ to be 6 feet deep an~ dry. Tank was pumped and water introduced into the trench through the cleanout untill overflow into tank occured. Approximately 1200 gal was used. The following water levels were recorded: Tank Crib C.O. At beginning of test 6" 72" 0" After Filling ..... !.7, 105 15. Increase 11 31 15 Levels after 22 hours __ 1.~. Decrease &- 89 14 14 To determine volume of crib and drainfield water was again introduced iht the system at a rate of 7-5 gal/min. Tobben Spurkland P.E. The following readings were taken · ime T Q Q .3o o 7.5 o .40 lo 7.5 75 .5o lo 7.5 15o Water Depths C.Oo Crib 1" 89" 4Y~ 9Z~ 8Y~ Discontinue filling, monotor absorption 2.20 30 - - 7 95~ 2.5O 3O - - 6~ 9~ 3.20 30 - - 6Y2 94 5.45 85 - - 5~ 9~ Summary: The residency has been unoccupied for months. At the time of this test the water depth in the crib was 6 feet and the depth in the trench was 6'8". The awailable water volume in the crib and trench is 2Ogal~inch. Total absorption in 24 hours was measured as 305 gal. ~--~x24x2o= 305.5. 22 I I Hay ~, 1980 Ric~rd L./Patricia A. Payne Star !~ute A Box 1681-Z Anchorage, Alaska 99507 Subject~ I~t 12 Borealis Subdivision A~dition ~1 Approval for your individual sewer and water facilities can not be granted until the following items have been eompleted ~ (t) The septic tank pum9~l with a receipt submitte~to this department. (2) An adequac~ test be [~rformed on the existing l~aching area. This test will determine if the system %s adequate according to National Standards. A listin~ of privat~ firms performing the test is enclosed. This~ needs to be submitted to this department for cure review. If there are any further questions, please call tkis office at 26~'4720. / Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: ~fac Mortgag~ Corapany 401 East ~rthern Lights Boulevard Doris Timperley % Dynamic Realty, Inc. 501 West ~orthern Lights Bou].~vard 99503 99503 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received I~. /,/ ~?~/ Time of Inspection ~-~ Date of Inspection Approval requested by: Mailing Address: REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 2. Property Owner: Phone: ~'5.~'? ..,.:~ ~Xj Phone: Mailing Address: Legal Description: 3. /-~ 4. Location: 5. Type of facility to be inspected 6. Well Data: (~/~/ A. Type ~_~J '- · fl'f) ' . C. Construction _~) / 7. Sewage Disposal System: 1. Size /?~, A. Installed C. Septic Tank: D. Seepage Pit: No. of bedrooms B. Depth " D. Bacterial Analysis B. Installer 2. Manufacturer 1. Absorption Area 2. Material E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank ~'¥~? /'~ ?,,'c/,,? (> Absorption area .~~ , Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re Legal Description ;t for Approval of Individual Jr & Water Facilities Comments Date Approval~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) unicipality Anchorage 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4tll GEOI-:~GE! tV1. SLILLIVAN, MAYOF~ I)EF'A[~]MENT ()[ ~IFAI.1tt AND ENVI[]ONMFNTAI_ PROTECTION June 23, 1980 Richard L./Patricia A. Payne % Doris Timperly Dynamic Realty, Inc. 501 West Northern Lights Boulevard Anchorage, Alaska 99503 Subject: Lot 12 Borealis Subdivision #1 The adequacy test performed on the subject property has failed. Therefore, before we may approve the request for the lending agency, an upgrade will be necessary. Prior to the upgrade a p'ermit will need to be issued by this department. The specifications for 'the upgrade are as follows: Length of trench - 31 feet of line Depth of trench - 13 feet Gravel backfill - 8 feet Note: the total depth should be no more than the thirteen(13) feet. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Amfac Mortgage Co. 401 East Northern Lights Boulevard Suite 212 99503 ALASKA e idlROFImI F1TAL COFITROL Se[ uICI S, IFIC. 4/6/84 TOM SZMANSKI C/O 2727 LORD BARANOF DRIVE ANCHORGE AK 99503 SELLER - KEN JOHNSON BUYER - SHEARER SUBDIVISION - BOREALIS BLOCK - LOT - 12 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A CRIB/TRENCH WITH AN AREA OF 1952 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 900 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 4/6/84 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. 1200 UJest 33rd Auenue, Suite J~ · Anchorage. Alaska 99503 e[907) 561-50/40