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HomeMy WebLinkAboutT12N R3W SEC 9 Lot 102 Now South Mountain Meadows S/Dio2- ,.~.:~.~, GREA.~R ANCHORAGE AREA BOR,, JGH , ; Department of Environmental Quality ~,~ 3330 C Street Anchorage, Alaska 99503 .... ,'- I~sPECTioIN REPOR'f ON:sITI: SEWAGE DisPO~L SYSTEM LOCATION / I/~ t¢'7~ LEGAL DESC R ,PTiON Z~/~¢,~? SEPTIC TANK: DISTANCE /~y~:l~ FROM WELL INSIDE LENGTH._ COMPARTMENTS INSIDE WIDTH LIQUID DEPTlt LIQUID CAPACITY(~_~ GALLONS. ~I~L-E-1%FCA-I~TT-TE1~D: ,¢ / / :/~L/./)/¢'~_~ .,.~ ¢~ ¢ / TOTAb I ENGTH ~ ~ ~ o~ ~ N~s ~ DISTANCE EROM WELL ~_FOUNDATION ~/~ .NEAREST I_O~ LINE ~¢ ~ TOTAL EFFECTIVE NUMBER OF LINES / .__ OISTANCE BE FWEEN LINES ~ _IRENCH WIDI'H~ IN. DEPTH; TOP OF TILE TO FINISH ~RADE ~._.MATERIAL BENEATH TII.E . IN. ABOVE TILE IN. WELL: TYPE " .CONSYRUCrION ~DEPTH DISTANCE FROM: BUlL_DING NEAREST NEAREST SEP'I'IC SEEPAGE EOUNDATION _, LOF LINE , SEWER LINE __ TANK SYSTEM CESSPOOL -, OTIIER SOURCES APPROVED DISAP~ROVED _REMARKS [}iSTANCES: ~-~- INSTALLED 13Y: SEWER LINE DEPTtt: PIPE MATERIAl-: LOT SLOPE: MM// Form EQ 032 I,. IE G f::tl .. FILE: I:;i:l!:l.:;!l._1:1: Fi:IE'I3, :!ii; :[ Zli: OF TI-lIE E;O :[ I.. F:IE',E;EII:;;tF:"I' ;t: "d",l : , : I I:.1 t ]: !5: 'fl'Iii; I.IEI"4Ei'rH D:[I'"I[i;I'.~E;:[OI",I ):':'.; 'I'HI~; I.EhiG'H4 IIIE E:,IE;I:::"I'I't Eli::: I::l II:;i:E:NCII OR F']:T :I:E; THE: DI'.::!;'T'FINCIE E~EE'TI4EE;N T'I'IEi: Ei;UI::~:F'I':IE:IE Eft:' Till:: GI;i'.I:3UI",E::, FII"41) 'IH[i: lii~EFl"'r OH O1::: '1' II1.:: I:i:::.OZl:::t',,,'l::t'f' :1: O1'.,I ,:: 1: N I-:'IZE:7 ::,. I'IItZt;::E :l:!ii!: NO Ei;li::T t.,.I:i;I::,TI.I t:::O1:;i'. lille (:!iI:E:F:I',,,%[ I:::,E;I::"I'N :I::E; 'I'HE I','t;[h,I;l:l','ll..ll,'l [::,I:iEI:::'I'E..I O1:::' EiI:~'.I::t',,,'E;I.. E',IETtqE:E:N 7'HE OLI'I'I:::I::It..I. )'::':IF'Ii: FIND i'IIE E',OI-TE~H OF: Fl..Il!i: E-XCI::I',,,'I::I'f:[ON 2204 Performed For J~hn Collin renal ~escrintton: Lot 102 Block This ~orm Renort$ Soils Loq Cleveland Anchorage, Alaska 99503. Date Performed 6/29 Subdivision Sec 9 T12 NR3W Percolation Test _~ 6/30~3_6 neath Feet Soil Characteristics Coarse Angular Gravel (GP+) ~ 6 --- ~rc 12--- 14'~ 18_-- ,~ 20.~ Was Silty Gravelly Sands (SM) Ground Water Encountered? At what Denth? No Readinq Date 6/29/76 6~0/76 '--¥ 3 7-r¢ 6/~7~ Gross Time Sat Net Time minutes rate :st 0 ~ 6O 180 Denth to H20 inches" 2 2 5 14 Net Dron inches Begin.~T 210 15.5 0 1.5 240 16.75 1.25 Percolation Rate ___1"/24 ~linute Proposed Installation: Seeoa~e Pit Drain Field De~th of Inlet Denth To Bottom Of Pit Or Trench C~ENTS:____ 2_~2~__S_q~are Feet drainaqe area required ~er bedroom. No ground water or bedrock encountered. Test Performed B~' , ~o /~_?_~./~_~___ Data Certified BY: CONSTRUCTION TEST '-'~-~es D Mack Date: 6_/_~t0_Q/_76 LAB