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HomeMy WebLinkAboutKING HEIGHTS LT 2Onsite File PIO# 0 161 This f He is probably for this lot! ~,¥,-,~-~ , G',,~TER ANCHORAGE AREA BORO,..__jH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 · ,,r, ~ , ' ~ NSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LEGAL DESCRIPTION , ~.z-,r~-t/- /'Z ,~,~ ~/I = SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY /25'6 GALLONS. MATER AL INSIDE LENGTH NUMBER OF /' COMPARTMENTS LIQUID INSIDE WIDTH DEPTH_ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER LINING MATERIAL (~O/L'~(~/L~'-~'~'- ~'/d:~;~:'(' . NEAREST LOT LINE ~?~'' /: TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) OR WIDTH ,LENGTH ., DEPTH DISTANCE F~OM WELL /'~() BUILDING FOUNDATION SQ. FT. TILE DRAIN FIELD: ~'"~, F ~ TOTAL LENGT~ DISTANCE FROM WELL / , NEAREST LOT LINE. OF LINES / LIN~-~ NUMBER OF LINES × DISTANCE BETWEEN TRENCH WIDTH ~'fN/. TOTAL EFFECTIVE ABSORPIION AREA SQ. El. [ENGIH OE EACH -'~'"~---~ .~.~ . DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: I, ;~., DISTANCE FROM .//.~ / WATER ~ TYPE.~J~'~'4,~ ~Sk',q DEPTH BUILDING FOUNDATION SAMPLE /L;'~')~ NEAREST . NEAREST ~ SEPTIC ~.,.~ I SEEPAGE /~(. / ~ OTHER LOT LINE ,~ ~ L SEWER LIN~ __ : TANK _ ' _ __ L SYSTEM% -. ' , CESSPOOL , SOURCES DIAGRAM OF SYSTEM DISTANCES: ~ I DATE Grea~eR ANCHORAGE AREA BO~bUgH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. PHONE INSTALLATION OF: SEPTIC TANK 'l'~ TYPE AND SIZE OF FACILITY TO BE SERVED SO,L test ReSUlTS~~?te~:h'~ COMPLETION DATE ANTICIPATED SEEPAGE PIT , DRAIN FIELD ., OTHER NOTE.' THIS PERMIT IS NOT ~ALIB WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK~'~ t FOUNDATION TO SEEPAGE PIT ~) SEPTIC TANK , , SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SePTiC TANK----/~)~ DRAIN FIELD sePTIC tanK,~--~' ., SEEPage PIT TO RIVER LAKE STREAM. DIAGRAM OF SYSTEM , DRAIn FIELD ,~0/' , DRAIN FIELD SEEPAGE Pit /~ ALSO CONSIDER AREA WELLS. , SEEPAGE PIT /,~,~ ' , DRAIN FIELD ~CAS~T IRON INTO AND OUT OF SEPTIC TANK AND InTo CRIB CROSSING gAP OF EXCAVATION 5 PEET INTO UNDISTURSED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SePTiC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAP~S. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATIOn.  HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DeSCR't~D SYSTEM 1S IN AOCOROaNCE WITH Sa/D CODE'/~7/ /~ ~_~¥~/*"~) :/'/1~~ ' ' 2Sl,q Linc6(~t: F;~rive AnchoragF~, Alaska sit{, S e,~,ya ~e Clark? Ti~i~ l~-~tter is i~] 'the for)-~ of a notification that a soil test resui!: 'Fei" ~:S',~.: subject syste~ri has not l)e,,~ roci~.>w.:d by t?}is office. Thermoforms, this office will not approve th~ said syF;i;~::.F;i u~ti! such a time as a copy of the results are rect'.ived~ t(ow~ver, hhis of'F)o~ will ~'~ot require you to uncover the said SV,;t~:-m, only dt,~,, to *t , . , ....... ~,.e 'Fact that f4r ~wen King deserves such action in light of yo;Ir previous landscapin~ attempts. It should also be noted that if the said system fails to Curm;:ion $1~roperty, this office will bring forth the facts con- cernin? the excavat6mhs apathetic aStempt to provid~ soils information for th(~ s'it~ of ''- r t,~:~ subject system and its pro- bably effects on the said system. If .you i~ave any qtmsttons regarding the a. bove, [)lease do not es~tate to co~tact this office. Sincerely, Timothy L. Rumfelt Sanitarian cc~ Mr. Owen l(in~