Loading...
HomeMy WebLinkAboutT15N R1W SEC 9 LT 122A DEF'FII::::TM[]]',Fr' Of':' IIIZFILTH I':'IN[) []f4'v'IF..'OI'~MEhITFIL F'[:.'.OTEC:TIOI',I 025 'L"' E;TREET, i]NCIIORI-ICiE, FIlE D950~ 264....4';:~20 : FtI'~C:IIORFIGE C;5,4 2t][::t : IEFIGLE RIVER F'EFd'.'I Z T NO. FIF'F'LIC:FlhFF: I IFII'qI:~NN CONSTR F'HONE: FIDDF:'.[;E;'Z;: F'O DOX C;~.7 LEGIqL DES',CI:~IF'TION SIjDDIVISION: NFl BLOCI(: NR LOT L. OT S)~ZE :Z~ SQ. FT. TOkli',ISHIP: iSN RRNGE: i[4 SECTION: HFI::<IMUM NUMBER OF LISTED E:E:LOI.,,I FIRE THE OP`1'IOI'~S FIVFtlLFIBLE TO 'r'OU IN DESIGI',IING "fOUR SEPTIC S'¢STEM, E:IIOOSE TIIE: OPTION THFIT DEST FITS YOUR E;ITE. " ...... '-'- 1 REi'IL.I IE_ .... /5 FI". ~.EL41~IIF..E: TI.40 ....'' -' r'r RD:.qUIRES tlq_,l_lLI ITIOI',~ MFI"r' [..Eg!IJIRE LIFT STI=I'TION ':: THO .... '" - ' ~ ...... ' L. IMI Ih, ,llL. h,r Fill, ..... ('TI.qO C:OMF'I::IRTHEI"4T 'T'F:INk:::, LE::htGTH = :'L. O5. 0 F"T. i',IOTE ' .... )75 FT. REQUIRES 'T~.,.IO I"REhlC.:H[ES 'TOTF'IL DEI-'TI'I = 5. 8 FT. GRF'I',,.'EL DEF'Tll = ±. 0 FT. GRFI',,,'EL.. 'v'OLI.JH[Z = 2:;'. ::L ELI. 'TFINK 51 ZE =,~..O O O _L. 75m~31:~L.L. ONS ':."1"[,JO COHPRRTHEIqT TRNI.'::::' ?; CEF;:TtF",' Till]`1": ::L. I FIH FI":IMZL. ZFIf::'. HITII TIlE I';;:ELT.!IJIREMEhl]'S FOR ON.SITE SEI4EF.:S FIND 14ELLS RtE; SET F'OI';;:]"I't D'~' THE HUNICIPnL. IT'.P OF' f]i'4OItOF.".RGE f]l'4D THE .':;Tt:ITE OF' RLRSKFI. 2. I I.,.IIL. L IiqSTFII._L. THE S'¢STEH IN FICCORDI'II',ICE .q:I:TH THE CODES RND I.tFIVE REDEIVE:[.':, R COPh.' .OF' TILE: ,C:O[>E :SUI'tHRR'r' FII'4D E:,IFIGRRH f]TTFICHM, EJ'4TS t...llilC:ll 15 PRRT OF TI-tiS I='ERM I 'T. 3. ]; UND[ZR'Z;TFtI'.,ID 'TI..IR'T 'file Obi '=ITE SE!..JER E;','STEM MFI'? ENLRR,'3EME,%'T r;;!E:E;IDENCE :ES RIZMODEL. ED TO INCLUDE HORE TltFIN 7 DEDROOI"IS. F'ERI'IZT RI::'I~:'LIC:FII',I'T,' I-IFIS; TIlE REDPONSIDIL. IT'~ THE 1NSTFtLLf]'TIOIq :[NSF'ECTZOhI5 OF' Fll',h' I..IELL'5 RDJFICEhlT TO TI-IlS PROI='ERT'T' FIND THE NUHE:ER OF I';:IZ'::;I[:,E;NC:E:7, TI IFIT 'TIIE !.4EL. L I-JILL SERVE. 1F' Fi L. IF'T STFI`1"ION t:= Ii'4STFIL. LED, r.:tl'~ EL. ECTR]:CRL. PERMIT RhID II'4SF'ECTIOhl i'tUST ' DE: ODTRIhlED. FIS DUIL. TS CFiI'~I',IC. KF DE FIPF'ROVED 1.4ITtlOLIT RhJ ELECTRICFIL II'4SF'EE:TIOi'4 REPOR'T; 'TILE E;L. EC]"RIE:RL. I.,.IORK HUST [31E DONE D'? FI L.]:CEhlSED ELECTRIC:IRN. .... [ ~1,1[.[: MUNICIPALITY OF ANCHORAGE Department ~ Health and Environmenta? ~rotectio~ 825 .. Street, Anchorage, AK. ~501 264-4720 k-~).f~lO~ * * * HANDWRITTEN PERMIT * * * Permit ~ W~c~--~-ff-D-;/fr~tON-SITE SEWER PERMIT Applicant: ,~_.~,f_ .~.. ~ Mailing Address:~0,~ ~/7 ~'~ Location: Phone Number: Legal Description: 7~'~f ~W ~ 9 ~~ Lot Size: Type of Soil Absorption System Is: Trench: ~ Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: _~_ Soil Rating (sq. ft/br) _ ~.. ~-~p. The Requ~r~¢of the Soil Absorption ~y.stem Is: DEPTH . LENGTH 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 m~nimum depth of gravel betw~e~ the outfall pipe and the bottom of the excavation(in feet). ~OO0 ~c,.~. · ~ REQUIRED SEPTIC(H~k-D+NG) TANK SIZE ~ ~ GALLONS Permi~ applicant has the responsibility to infor~h-Ys'~ep&rtment during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. · * * TWO(2) INSPECTIONS ARE REQUIRED * * * 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 100 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 a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. · * * PERMIT EXPIRES DECEMBER 1 9 $ 3 * * * I certify that: (1) 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 codes. (3) I understand that the on-site sewer system may require enlargement if ~:~,id~ is remodeled to include more ?t ~ b?r/o~s. SWP/024 (1/81) PERFORMED FOR: LEGAL DESCRIPTION: I 3 4 5 6 7 8 SOILS LOG MUNICIPALIT~;r~)F ANCHORAGE [] PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SLOPE SITE PLAN 11 13 t4 15 16 17, 18- 19- 20- WAS GROUND WATER S ENCOUNTERED? , /Y~ L O P IF YES, AT WHAT I E DEPTH? ~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN .,~.. (~,~[1/1:£¢,4~.~.~ (minutes/inch) FT AND , FT 72-008 (6/79) APPLF \NT FII;LS OUT UPPER HA! ? ONLY Address ~¢_.~ Type of Residence ~ingle Family ~ Multiple Family No. of Bedrooms Water Supply A~ACH WELL LOG. A w~l Icg Is required for all wells drUled since June 1975. ~ Community For wells drilled prior lo that date, give well depth (attach Icg If available). ~ Public Utility Sewer Disposal ~divIdual Year Indlv~ual Installed: ~ Public Utility When Connected to Public Utility: ~oldlng Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Inspector Inspector Inspector Inspector Field Notes: DEPT. OF HEALTH ( ~PROVED BEDROOMS ~ -~ 'CONDITIONS OF APPROVAL ( ) DISAP~OVED ( ) CONDITIONAL APPROVAl' 7--/' ' Soils Rating Dale ~wer Installed Well To Absorption Area We[[ Log Received Well to Tank Septic T~k Size 72.O23 DATE r SIGNED DATE LlCiEIZ)IFOIqMJ, 4S 472 SEND PARTS 1 AND 3 WITH CARBON INTACT - PART 3 WILL BE RETURNED WITH REPLY. Preformed by, ADEQUACY TEST REPORT James L. Thode. JLT Engineering 1546 Eagle River Rd. Eagle River. Alaska 99577 Preformed for, Gallery of Homes, 603 W. Tudor Rd. Anchorage, Alaska Hearthside INC. 99503 Legal description, BLM Lot 122A, Located in Section 9, T 15 N, R 1 w, S.M., Alaska Dates of test, June 22, 23, and 24, 1983 System description, The onsite disposal system consist of a two compartment concrete septic tank and seepage pit. The system serves a three bedroom home which is currently occupied by six people. Test proccedure~ The system was in normal use before and during the test. In addition to the normal load on the system a surge load of 450 gallons was applied at a rate of 8 GPM for each of the first two days of the test. The seepage pit level was monitored during and after the test with the level rising to the same level each da~ tile surge load was applied without filling the capacity of the seepage pit or surcharging the septic tank. The water level in the seepage pit began receding immediately after the flow of injected water was stopped and returned to the normal level by the next day. It is estimated that the total load on the system durir~g the first two days of the test was approximately 750 GPD which the system accepted adequately with no indication of failure. Conclusion, Based on the test preformed this hydraulically adequate to handle requirments at this site. system is currently the wastewater disposal