HomeMy WebLinkAboutT12N R3W SEC 14 S2 SW4 SE4 NE4 Has been subdivided 6015-062-29
GREI
R ANCHORAGE AREA B0R
Department of Fnvironml;nJ C~ualJly
3500 Tudor Road
Anchorage, Alaska 99507
INSPECI'ION REPORT ON-SITE SEWAGF DISPOSAL SYSTEM
LOCATIO~-¢~'O~/b ~'~(.~b~:_ LEGAL OESCRIPTION:/~ '~ i,, / (
SEPTIC TANK:
O,ST^NCE Il)l:] f'F P_o~ ~S'~_ MATER,^
FROM WELL/' [/~/ MANUFACTURER COMPARTMENTS
TILE DRAIN FIELD~
DISTANCE FROM WELL O (9 Iq_ j00 j~_ TOTAL LENGTH_.
FOUNDATION NEAREST LOT UNE
.
/g,l DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE
_CONSTRUCTION __..~/
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED
NEAREST
SEWER LINE
SEPTIC J/
.
REMARKS
DEPTH DISTANCE FROM:
SEEPAGE /' ,/~,.
DISTANCES:
INSTALLED
SEWER LINE DEPTH:
REMARKS:
Form PW-O27
DIAGRAM OF SYSTEM
GREATER ANCHORAGE AREA BOROUGH 1'r ~ ~ r ~:~ ~ /
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMI¥
INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT ~-- . DRAIN FIELD ~ .. OTHER
TYPE AND SIZE OF FAC'LITY 'O BE SERVED ~¢ ~ ~ S/~ L~
FINANCED THROUGH TO BE INSTALLED
COMPLETION DATF ANTICIPATE, ¢;~-- ?~
., SEEPAGE pIT
., ALSO CONSIDER AREA WELLS.
GRAVEL BACKFILL
R&M
Civil Engineers
EN¢' 4EERING & GEOLOGI( ,L CONSULTANTS
229 EAS-F 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503
TELEPHONE 907--279 0483 TELEX 090-35419
Geologists Land Surveyors
JAMES W. ROONEY, P. E.
MALCOLM A, MENZIES, P.E., L.S,
JAMES H. WELLMAN, P.E.
RALPH R, MIGLIACCIQ
September 17, 1973
R & M No. 36665
Mr. Harry Warner
8460 Rovenna Street
Anchorage~ Alaska
Re:
Test Hole and Soil Log Report for Sanitary System, South 1/2
Southwest 1/4, Southeast 1/4, Northeast 1/4, Section 14,
T12N~ R3W~ S.M.
Dear Mr. Warner:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with your request of
September 14, 1973, and those procedures outlined in a letter dated
September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage
Area Borough Department of Environmental Quality.
A single test hole was put down within the building area for the
purpose of defining general subsurface soil conditions for the
proposed sanitary system. Excavation was accomplished with a tractor-
mounted backhoe and the test hole was extended to a total depth of 10
feet below ground surface. The final log prepared for the test hole
has been included in Drawing A-01.
Ground water was encountered in the test hole at a depth of 8.0 feet.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M ENGINEERING & GEOLOGICAL CONSULTANTS
JWR:ph
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ANCHORAGE FAIRBANKS JUNEAU
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