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Home My WebLink AboutBIRCHWOOD SOUTH BLK 1 LT 2B000 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PRO/=CTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT [] UPGRADE NO. OF Bfi~MS ~ DISTANCE TO: IWT~ ''~ IAbs°g~n'~ Dwelling. ~ / / N°' °~ ~°m~"rt~nt' 2 LiqT~~all°ns IF HOMEMADE: inside ,ength Width Liquid depth ~ DISTANCE TO: Well ~) / ~ Dwelling PERMITNO. ~--~ Manufacturer /~ / /~ ~ter,al k,quidcapaciWi..allons 'of,nes W~¢ ~ ~ ~eXSline¢ PERMI~~ ~ ~ · ' '2 L,~o~e~h li~., ¢ Total i~n~ne/~ ~r~dth ~ Distance b - ~ ~ ~ ~ / ~ ~ / ~ ~ ~~ inches e~/~~es~ ~ ' ~r~l be~,tile '-~, ~] ,, Total effective ~sorption area N Top~t~i~grade / ~ -Z/~ ~,~ / ~9 inches Length Width ~epth / PERMIT NO. ~ TgOe of crib Crib diam Crib depth tal effective absorption area m Well Building foundatio~ Nearest lot line ~ DISTANCE TO: /.~.~e~ 9 Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foundation .S~.~r I~. Septic tank Absorption area(s) ~TH~R ~ -' PIPEMATERIALS~: ~ ,"/~--~~ ~ ' SOl L TEST RA~NG~ -/ - - "~ ' INSTALLER ~ REMARKS I.~~ I~'~ ~ / I~"%%% ..~'L ~.. ~ ...... ~-. '~ ........ ./ APP,,~~~~ED DATE LEGAL ~ ~- ~ ~'~1~~ MUNICIPALITY OF ANCHORAGE Department Health and Environmental ~rotection 825 L Street, Anchorage, AK. .J501 264-4720 ~/~ * * * HANDWRITTEN PERMIT * * * Permit ~'~ELL AND/OR ON-SITE SEWER PERMIT // r Applicant: /"/.3' ~ C-~-~'~- ~½V Lo cation: Phc n e Numb e r: ~~ ~ .~ 3/ f Legal Description: ~ c- '~ ~/ ~/~//~/~O~ ~. Lot Size: ' Type of Soil Absorption System Is: Trench: ~ Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: .~ Soil Rating (sq. ft/br) ~~/.. The Required Size of the Soil Absorption System Is: _ LENGTH ._ GRAVEL DEPTH WIDTH 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 and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK 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. '* * * 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 31, 1 9 8 3 * * * Z certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Muni~,fpality of Anchorage. (2) I will/~nstall the///~stem in accordance with codes. (3) I u~z~er~nd thay/~he on-site sewer system may r~lquire enlargement if t ' ~nce.,~/~emodeled to include more that ~bedrooms. Issued by: Signe~ 1 i~a~t / - ~A/~ Date: /- ~L~ .,~:~ SWP/024 (1/81) [] ,t' ~iOI,L-S, LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: 1 DATE PERFORMED: SLOPE [] PERCOLATION TEST PLAN 10 11 12 13 14 15 16 17 18 19 /o IF YES, AT WHAT //") f E DEPTH? f ~ross Net Depth to Net Reading Date Time Time Water Drop 20 .--~ ~-~ / x PERCOLATION RATE ~ ~ (~minutes/inch) Z~'~ ~-'~'~ - ,~ ~ ~ ~, . ,. __ ~s~,~~ ~ . ~,~ ~ - / ,. 72-008 (6/79) ALASKA ENVIRONMENTAL CONTROL SERVICES "NC. !200 West 33rd Avenue ,ite B ANCHORAGE, ALASKA 99503 Phone 276-1361 JOB SHEET NO. '~ OF CALCULATED BY,~.~~ DATE SCALE Pfl~UCT294-1 ~1~, Gmtm ~ ALASKA e,.JIROFlme[1TAL COI1TROL SeR . Ce$, IF1C. (~nqin¢¢rJ~q $ I~nuJronmcnlal Studies Alaska Department of Environmental 437 E. Street Anchorage, Alaska 99501 Attn: Jim Haden Dear Mr. Haden: October 11, 1983 Conservation ~ ¥ , 0~,c~ As requested by Mr. Chris Sorensen, Alaska Environmental Control Services has investigated the potential utilization of a rain catchment system to supplement his domestic water supply on Lot 2B, Block 1 of the Birchwood South Subdivision. Based upon an actual occupancy of 4 individuals, and anticipated conservative utilization of available water at 30 gallons per person per day, daily household requirements should be 120 gallons per day (43,800 gallons per year). We feel that it is feasible to supply approximately 30% of Mr. Sorensen's yearly water demand utilizing a cistern system for rainwater collection. This value is based upon available data on mean total monthly precipitation in the Anchorage Area Borough, and estimated catchment area provided by the roof of his home (See Figure 1). In addition, Mr. Sorensen has stated that his existing well is producing 3 gallons per hour, though the apparent~epth of the source is about 23 feet. This water source can potent~l~y meet 60% of his water comsumption. When combined with ~e~cistern system, and adequately treated to maintain water qual~ the~e sources could provide 90% of Mr. S°rensen' s water requ!r¢~'~s ~ c~si_ __, _~gT~ ~.~ Depending on the ultimate~yst~d~sij~x~_~n, the total water availability via the existing ~611 ,~.~i .p~posed cistern could meet monthly consumption during 8-9 m~'~\¢out of the year. Mr. Sorensen has informed us that additional w~...~'~'2~a~ be supplied by tanker truck to supplement the system during-~-~---Y~-peri~ds in which water consumption exceeds availability via the cistern/well system. The transport of water is a common practice by residents of Mr. Sorensen's community, due to relative difficulty in obtaining water throughout the area. Therefore, the necessity for additional water during these periods need not be considered limiting to the homeowner, provided that conservative water usage is observed· Should you require any additional information, please feel free to contact me at 276-1361. We will also be available for inspection of this system if you wish. 1200 ~esl 33rd Auenue, Suite B · Anchoroqe, Alosko 99,503 · (907) 276-1361 Harald R R · Ehlers Environmental Engineer ECEIVED OCT 1 1 1983 ENVIRONMENTAL CONSERVATION REGION II