HomeMy WebLinkAboutHIGHLAND BLK 2 LT 11AI nct
ANCHORAGE AREA BOk,..UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAl. SYSTEM
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE: LENGTH '~ INSIDE
DISTANCE FROM
NUMBER OF LINES~ DISTANCE BETWEEN LINES
ABSORPTION AREA ~L~ SQ. FT.
DEPTH: TOP OF TILE TO FINISH GRADE
TYPE . CONSTRUCTION
?/] NUMBER OF
MANUFACTURER ~-'%"~',/c2¢~;L~--MATERIAL__ '~7~"(-:L COMPARTMENTS.~
LIQUID DEPTH '--~ LIQUID CAPACITY/~(~)(~GALLON5.
TOTAL LENGT~
NEEAREST LOT LINE c:~) / OF LINES
'tRENCH W~DTH~,~[' ~N. TOTAL EPFECTIVE
LENGTH OF EACH LINE
DEPTH OF FILTER /
MATERIAL BENEATH TILE ~-. _ ~-~N~ ABOVE TILE
IN.
DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST SEP] lC SEEPAGE
FOUNDATION .... LOT LINE SEWER LINE TANK , SYSTEM
CESSPOOl , OTIIER SOURCES
APPROVED DISAPPROVED
DISTANCES:
INSTAl_LED BY:
PIPE MATERIAL'
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
DATE?--V,C--__:Z'?PP' OVED
~ G,A.A,B. { I '
Form EQ-032
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D TH-1
TH-1
10-25-76
S~D W/SO~ SILT
AND SO~ G.~AVEL
........ 2,0~
SA/~DY GRAVEL (G~)
Many Cobbles,
Tan
No ¥;ater gable
--].4! TD
This log represents s~)~
surface soil conditions
within Highland Subdivision
Bloc]: 2, I~t 11, Anchorage,
Alaska
ISCALE: 1"=3'
R&NI CON~ULTAN?S, IND--.
SA~;ITARY SEWER TEST HOLE
RAPPE EXCAVATING
AN~.qIORAGE, ALASKA
October 26, 1976
R & M No. 656319
Rappe Excavating
7628 Arctic
Anchorage, Alaska
RE: Test Hole and Soil Log Report for Sanitary System
Highland Subdivision, Block 2, Lot 11, Anchorage, Alaska
Dear Mr. Rappe:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This in-
vestigation was performed in accordance with your request of October 25,
1976 and those procedures outlined in a letter dated July 15, 1975, by
Mr. Rolf Strickland of the Muncipality of Anchorage Department of Environmental
Quality.
A single test hole was put down within the subject site 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 14 feet below
ground surface. The final log prepared for the test hole has been
included in Drawing A-01.
Groundwater was not encountered in the test hole while drilling.
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 CONSULTANTS, INC.
James W. Rooney
Vice President
JWR/ddp
xc: Municipality of Anchorage
DRILLING,
DRILLING LOG
Well Owner Use of Well:
Location (address of: Township, Range, Section, if known; or distance main road
Size of casing Depth of Hole
Static water level ft. (above)
Screen ( ); Perforated (
Describe screen or perforation
Well pumping test at ' gallons per (l~5~r)
of drawdown from static level.
feet Cased to ,~ feet
(below) land surface. Finish of well (check one) open end
).
);
(minute) for hours with
ft.
Date of completion
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
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