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HomeMy WebLinkAboutTURNAGAIN Block 5 Lot 3LoT GREif..,.~ANCHORAGE AREA BOROUG~I ~/ DEP~[~TMENT OF ENVIRONMENTAL QUAL T~ t~, "~ 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING .~"-,/,.~ ~.¢//~/ ADDRESS SEPTIC TANK: D STANCE FROM WELL----Z LIQUID CAPACITY--/'~F~ MATERIAL_ (O~)~t!/~':: '~/~'~ __GALLONS. INSIDE LENGTH_ NUMBER OF COMPARTMENTS. /~.~~c''~ ~ ~';'/)' LIQUID INSIDE WIDTH. DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PHS_ / __OUTSIDE DIAMETER LINING MATERIAL~C"/4:(J':~/"~''~ -- NEAREST LOT LINE_ /--/~-~ OR WIDTH '~'~' / /~" DEPTH ~'~ LENGTH_ DISTANCE FROM WELl /~' ~'~ BUILDING FOUNDATION ~l~-, TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)_ SQ. FT. TiLE DRAIN FIELD: DISTANCE FROM WELL-- ~---~'--~-T-~, UNDATION NEAREST LOT LINE ABSORPTiON/AREA · . - -~ TOTAL LENGTH , OF LINES J ' .I~TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE _iN. ABOVE TILE DEPTH: TOP OF TILE TO FINISH GRADE WELL: TYPE.Diq)} Ih::l~ 5'L-I'"~°IJJE~PTH- ~kOf) t . / ~:, NEAREST SEPTIC LOT LINE ? r'~ .... TANK -, SEWER LINE BUILDING FOUNDA11ON ~-- "' j~/ SAMPLE //I(,.7~ , NEAREST z SEEPAGE 1- 4) OTHER //.~ , SYSTEM__,- ~r~' 7' ~, CESSPOOL_ '~:' SOURCES DISTANCES: ~ ~ 72/~ ~/> K ~ ~ I DIAGRAM OF SYSTEM GR' ~TER ANCHORAGE AREA BOROI~,.,..?I DEPARTMENT OF ENVlFJ0NI~IENTAL 0.UALI'I~; 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL_ LIQUID CAPACITY ' NUMBER OF MATERIAL (~. ~' $ L~f~.~f3 L-E. £' COMPARTMENTS GALLONS. INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH____ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS J OUISIDE DIAMETER -- OR WIDTH LINING MATERIAL (~';~'C~LL~z'LL~' ) ~'~©~'¢~' .DISTANCEFROMWELI ~\4' NEAREST LOT LINE ~)' j TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , LENGTH /'(; , DEPTH , BUILDING FOUNDATION lC' ~'~'i (-" -J .SQ. FT. TILE DRAIN FIELD: DISTANCE F R O~.L / · OUNDATION , NEAREST LOT LINE DISTANCE~ ~_~BETWEEN LI TRENCH WIDTH TOTAL LENGTH OF LINES IN, TO~,A~L EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE_ DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: TYPF'i"~'Z ;11(-,:(~~Ctujl, DEPTH LoT LINE 4' t'~. ~' · SEWED LINE --- DISTANCE FROM ., ~ / WATER ,BUILDING FOUNDATION .~.~, ~kj/J _SAMPLE ~x~)C)iLJ¢ , NEAREST ' SEEPAGE I OTHER J ~' SYSTEM_ J )'.ZJ . CESSPOOL '-' . SOURCES DISTANCES: 7 ~../~ ~'(~;/ DIAGRAM OF SYSTEM / ./ / / ' G.A.A.B. z-~ DATE grE~TER ANCHOrage AREA BOROUGH DEPARTMENT OF' ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGei ALASKA EES02 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO, LEGALD SC ' TION I~STALLATION O~: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH OTHER NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL TEST MINIMUM DISTANCES, REQUIREMENTB ? FOUNDATION TO SePTiC TANK FOUNDATION TO SEEPAGE Pit ~(? / , DRAIN FIELD SEPTIC TANK TO SEEPAge PIT WALL ~'-~ ~Ch/ SEPTIC TANK 'J SEEPAGE PIT , DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK <~(~-~ SEEPAGE PIT DRA~N FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK ' ~) DRAIN FIELD SEPTIC TANK, ~ ~- .. SEEPAge PIT TO RIVER, LAKE, STREAM. SEEPAGE PIT ~'~ _, DRAIN FIELD CAST LRO~.INTO AND OUT O~ SEP~]~C TANK AND INTO CRIB CROSSING GAP OF 4 I_NC~L~IAME~Er CAST~ IRON SIPHON PIPES ON SEPTIC: TANK AND SEEPAGE Pit FITTed WITH AIRTIGHT REMOVABLe CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. i CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.6(3 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE: TO: FROM: SUBJECT: MEMORANDUM Harch 9, [978 Finance Department Property Appraisal Senior Environmental Specialist Sewer and Water Section - Health Department N½ Lot 3 and Lot 4 Block 5 Turnagain Subdivision Due to present well-sewer locations and information supplied to this department by the current owner, Adrin Barber, further development on a commercial basis does not appear feasible. Relocation of wells and sewers, or the availability of public sewer would possibility change the status. Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljh 91-010 (4/76)