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Home My WebLink AboutKNIK HEIGHTS BLK B LT 11LoT 017 GAAB-HD-I G, ffER ANCHORAGE AREA BORG 'H DE,,ARTMENT OF ENVIRONMENTAL QUALI,f 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING , . · _ADDRESS,ki! ,~'~i · ix¢,k' I1%.') PHONE ~,i'/ ~ SEPTIC TANK: DISTANCE FROM E ..... :9 . LIQUID CAPAC TY~'~"f¢-~,' -, , .j NUMBER OF /) ..... MATERIAI>-~"Ji"~('~F '~'/'~t" - COMPARTMENTS /z. LIQUID GALLONS. INSIDE LENGTH '-- INSIDE WIDTH .... DEPTH SEEPAGE SYSTEM: NLJMBER OF PITS__. LINING MATERIAL / NEARESt LOT LINE SEEPAGE PIT: OUTSIDE DIAMETER ~-- OR WIDTH /~' ' , LENGTH ~?~¢ , DEPTH_ DISTANCE FROM WELL . BUILDING FOUNDATION TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) >/d)zl' SQ. FT. TILE DRAIN FIELD: ~--~ TOTAL LENGTH DISTANCE FROM WELL ~I~DATION__~" ~'~'~'-.-. NEAREST LO/ LINE OF LINES NUMBER OF LINES / DISTANCE BETWEEN LINES TRENCH WIDTH /~ IN. TOTAL EFFECTIVE ABSORPTION ARE/,, ~~' SQ. FT. LENGTH OF EACH LIN DEPTH: IOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE____ WELL: DISTANCE FROM WATER TYPE I'f'()/)(tjC/) , DEPTH , BUILDING FOUNDATION ........ SAMPLE , NEAREST NEARESt SEPTIC SEEPAGE OTHER LOT LINE , SEWER LINE , TANK , SYSTEM__ , CESSPOOL , SOURCES ..... DIAGRAM OF SYSTEM DISTANCES: GRE,~,FER ANCHORAGE AREA BOk,OUGH DEPARTMENT OF ENVIRONMENTAL OUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION LOCATION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH / SEEPAGE PIT ~/ ~DRAIN FILLED · OTHER . , // / NOTE: THI~ PE~IT I~ NOT VALID WITHOUT SOIL TEST FINAL INBPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. DIAGRA~ Of SYSTEM MINIMUM DISTANCES, REQUIREMENTS; FOUNDATION TO SEPTIC TANK SEPTIC TANK TO SEEPAGE PIT WALL. TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD , DRAIN FIELD , SEEPAGE PIT ./~ -~: I ., DRAIN FIELD SEEPAGE ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD SEPTIC TANK, ,{ , SEEPAGE PIT ., DRAIN FIELD TO RIVER. LAKE, STREAM. CAST IRON INT0. AND OUT OF SEPTIC TANK AND INTO CRIB CROSS)NC GAP OF EXCAVATION 6 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOR~)~G~%REGULATIONS__ REGARDING INSTALLATION. )/.:' HEALTH AUTHORITY [ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS Of G,R.~.~r ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE 3BO0 TtlDOB ,~iCHORAGE, ALASKA 99502 Performed For John 9ramcls Date Leaal Oescrintion: Lot~_/ .._Block ~¥ Subdivision I(nik Itt~ This Form Re~orts Soils Loq ×× Percolation Test ~esth Feet 1 ~T~op~ M 1 G m Soil Characteristics The sediments in this area but the~e wa~ aZ~o a hlgh o3bb16 these 8e(]lme~ts a~ bozn.~ ~ome- where between Gm ~nd.o MZ. Was Ground Water Encountered? No Yes, At what Denth? Readinq Date Grass Time Net Time Oenth to t!20 Her Dron; : Percolation Rate Oeoth of.Tn]et ___~.~,]~ feet ~'''enth To ~et*,.. ....- {~': nit 0'.: ?['~ ...... n c h_:%Z~ ~eet 35©0 TUDOR RO, Ai) ASCHORAGE , ALASKA Performed For John Francis Cate PerFormed 51 July~ _19~27, Lenal Descrintion: Lot_jl_.l._P. lock '2 Subdivision ...... If~_[k~]b~s ...................... This Form Re~orts Soils I.oq XX Percolation Test ~eoth Feet 2 ~ 1-~ · Gm q '~ 0 Soil Characteristics T~o ,soil conditiom~ were ' ' ' fairly consistan~ with a -'-[ I I , i 'very high :oe. roen'bag¢; of' sl].t~, i ~ ' some coarse sand and cobble sized, particles° The sedi- ments were fairly compact with a moderate moistul~e content o Was Ground Water Encountered? No I'r Yes, At what benth? Readinfl .qate Grnss Time Net Time I !)eath to I!~0 Net Dr'on; Percolation Rate Oeeth of Tnlet ___~,~_fe. et . Cn~'~ENTS: .... [,~._to_Gm ~Vb 2~0 sq..ft~bd, rm .....................