HomeMy WebLinkAboutELMORE #2 BLK 11 LT 2
Envirom~ntal Protection
Anchorage, ~a~a 9~507
27~-2221
~ercB 1,
Mr. Walt Ztephan~
Dear
.On-site se~er system o~ tl~ls lot for a four (4) ~edroo~ houso ~ld
· ~l~e a 1,2~0 9all~ s~p~c ta~ ~d flra~fleld ii ~ d~pth o~
of the seepa~ area Is at a dep~ of six (~) fe~ an area of
s~aze ~t o~ seepa~ area will ~
you have any further ~mtiorm concernin~ the above, please do
~ot hesitate ~o contsc~ us at 276-2221.
Sincerely,
Zo~ph S. Blair
Environmental Services ~anager
' (.m
R&M ENGINEERING & GEOLOGICAL CONSULTANTS'
229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503
TELEPHONE 907-279-0483 TELEX 090-35419
Civil Engineers Ceolo~is~ I. and Su~veyo/~
JAMES W. flOONEY. P. E.
MALCOLM A. MENZIES.
JAMES H. ¥~LLMAN, P.E.
August 6, 1974
^U6 8 1974
RALPH R. MIGLIACClO
R & M No. 462055
}{r. Walt Stephans
1927 Dimond Blvd.
Anchorage, Alaska 99507
Re: Test Hole and Soil Log Report for Sanitary System
Lot 2 Block 11 Elmore Subdivision
Dear Mr. Stephans:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigationwas performed in accordance with your request of July 26,
1974, and those procedures outlined in a letter dated September 13, 1971
by Hr. Roll Strickland of the Greater Anchorage Area Borough Department.
of Environmental Quality.
A single test hole was put do~n within the Lot 2 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 14.0 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 10.0 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, INC.
JWR:kd
xc: GAAB
~ICHORAGE FAIRBANKS JUNEAU
TH-I
7-2~-7~
O.OI
ORGAU lC SILT
GRAVELLY SAND
W/TRACE SILT (SP)-
SILTY SANDY GRAVEL (GH)
SILT, TRACE SAND (HL)
7.5'
9.01
10.0'
SANDY GRAVEL (GV)
lq.O'
NOTE: Test hole excavated with tractor-mounted backhoe.
R~ Engineering 6 Geological Consultants Inc.
· .c.o,,o~ ~Am.A,,~ ALASKA JUN[AU
WALT STEPHANS PROPERTY
LOG OF TEST HOLE
ANCHORAGE ALASKA
c~'r~ 8-6-7h
