HomeMy WebLinkAboutT12N R3W SEC 9 LT 82 N2
GRE~-, .ER ANCHORAGE AREA BOR.
Depsrtment of Environmental Qualitv
3330 C Street
Anchorage, Alaska ggs03
IGH
/-:~, INSPECI'IC}N REPOR~ oN~SITE~EWAGE blSPOSAk SYSTEM
SEPTIC TANK:
FROM WELL /o'~ MANUFAC'tDRER ,~-~ MATERIAl_ COMPARTMENTS
INSIDE LENGTN (¢ INSIDE WIDTH . _ LIQUID DEPTN t lQUID CAPACITY __:: GALLONS.
TILE
DRAIN
FIELD:
~ TOTAL LENGTH--~,.~/:.. /
/
DISTANCE FROM WELL //.¢~,L~ _FOUNDATION NEAREST LOT LINE
TRENCH WIOTIt
IN. 7OTAL EFFECTIVE
NUMBER OF LINES _ DISTANCE BETWEEN LINES ·
ABSORPT'ON AREA '/:~ r'~ S~. PT. LENO~N Of' EAE. L,NE
[)EPTtI: TOP OF fILE TO FINISH GBADE .~ MATERIAL BENEAI'H TILE / '__IN. ABOVE llLE /_.__IN,
WELL:
CONSIRUCTION
BUILDING NEAREST NEAREST
FOUNDATION LOT LINE _ , SEWER LINE
DEPTN ___DISTANCE FROM:
SEPTIC ? SEEPAGE
TANK /~F~, SYSTEM
CESSPOOL _ , 07NER SOURCES ·
APPROVED DISAPPROVE[) REMARKS
DISTANCES:
DIAGRAM OF SYSTEM
PIPE MATERIAL:
LOT SLOPE: -- -
REMARKS:
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~-IUNICIPALITY OF ANCHORAGE
SOILS LOG
Per[ormed for Paul Worrell
......................... _Date Perfo~nled 6/4 - 6/5/76
I.ega] Descripliiion N%, Lot 82, Sec. 9, T 12N, R 3W, SM
(See attached sheet for test hole location.)
0 '
Brown, sandy silt with organics (ML)
Perc Rate = 275 ft.22bdrm.
Gray-brown, silty, sandy gravel (GM)
Perc Rate = 225~;ftq2/~t.
4
6
Gray-brown, fine sand with some silt and pebbles (SP)
16
No water table encountered.
AVERAGE PERC RATE FROM SOILS LOG = 194 ft. 2/bdrm.
Date No{: Time Dspth
6/5/76 0 min. 8 in.
6/5/76 7 min. 26 in.
6/5/76 20 min. 41 in.
__.__6ff5~76 28 min. 55 in
_615276 , 61 min. 66.5 in, 58.5
Percolation Rate .......... ~:.~ __ in'inure s/inch 80 ft.2/~lrm.
0 in.
.... ~.8-"i~C.
33 in.
47 in.
WATER WELL LOG
FOSS DRILLING
1336 Ingra Street
Anchorage, A/aska 99501
sIZS oF CA~INO~D~ OF
FEET OF DRAWDOWN.
REMARKS___
PUMP TO BE SET AT
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