HomeMy WebLinkAboutKASILOF HILLS BLK 7 LT 8Cl~uck l~le~
lO1 International ^i~port Road
Anchorage, Alaska
99503
SUDOEC'F: Soil test .- Lot ~, Dlock 7, Kasilof IHlls Subdivision
Year r, lr. Ilylen:
The soil rating of 225 square feet per bedroom on the subject lot is
acceptable for on-site sewage disposal. Lot size and protective
distances should be considered°
you have a~y further questions, please feel free to contact n~ at
274-4561, extension 135.
.~t~)cerely,
Les Buchholzo R.S.,
Sani tartan
L~/ko
ANCIIOR,~GE
FA1 RII~.NKS
CONSULTANTS, INC. JUNEAU
R & M NO. 462100
Polar Realty
10~ International Airport Road
Anchorage, Alaska
Re:
Test Hole and Soil Log Report for Sanitary System
Lot 8 Block 7_~k~hts Subdivision
Attention: Chuck Hylen
Gentlemen:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was perfoz~ed in accordance with your request of
November 29, 1974, 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 do;~ within the Sot 8 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 depth of 10.0' below
ground surface. One sample was recovered f~om.the~bbtt~m_of~the test
hole and the results of this sample are enclosed within. The final log
prepared for the test hole has been included in Drawing A-O1.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to serve you° Should you
have any questions with regard to the above, please do not hesitate to
contact us.
Very truly yours,
R&M ENGINEERING CONSULTANTS
Jame~ ~, Rooney
JWR:pjm
xc: GAAB
Test Hole
11-29-74
ORGANICS
0.0~
0.5'
SANDY SILTY GRAVEL W/COBBLES (GM)
NO WATER TABLE
10.0'
NOTE: TEST HOLE EXCAVATED WITH TRACTOR MOUNTED BACKHOE
Engineering ~ Geologicat Consultants Inc.
ANCHORAG~ FAIRBANKB ALASKA JUNEAU
Polar Realty
Log of Test Hole
Anchorage, Alaska
DAl'~ 11--29--74 SCALI~ BY BH , mY WED NO, 462100 N=OO'~--__01
L068~72
LABORATORY TEST RE. RT
]'EST ON INSITU_ MATERIAL
RI~M PROJECT NO..~.62]_00
PROJECT NO. PROJECT NAME Polar Realty _LAB NO. 7~4A-1703
SAMPLED FROM Test Hole
SUBMITTED BY.. Jones FIELD NO, l_.
SOURCE Lot 8 Block 7 Prospect Heights Subdivision __DATE REPORTED 12~2-74
LOCATION Anchorage, Alaska DEPTH_]L-iO' DATE SAMPLED12-2-74 _DATE RECEIVED 12-1-74
GRAIN SIZE DISTRIBUTION CLASSIFICATION
UNIFIED
%+~o
%+3
GRAVEL
SAND
SILT
°/o CLAY
FSV
LL
PL
22
CLASS GM
AASHO
FAA
COMPACTION
OPTIMUM MOISTURE.
MAX. WET DENSITY --
MAX, DRY DENSITY
CORR. MAX. DRY DENSITY
% FRACTURE
METHOD--..
NATURAL ~ERSITY
NATURAL MOISTURE __
__ WEIGHT LOOSE
WEIGHT RODOED
REMARKS
#BO
#lo0
~200
.O2 MM
.OOSMM
DELETERIOUS MATERIAL
MINUS ~ 200 MESH
SOFT FRAGMENTS
COAL a LIG. OR LT, WT. PART.
CLAY LUMPS
STICKS 8~ ROOTS
FRIABLE PARTICLES
SPECIFIC GRAVITY
ABSORPTION
FINENESS MODULUS
SULFATE SOUNDNESS
FREEZE-THAW RATIO
LA. ABRASION LOSS
DEGRADATION VALUE
THIN~ELONGATED
ORGANIC COLOR
STATIC IMMERSION
BRAND., O% i/2% ,
i%. iV2% .. 2%
COARSE SPEC FINE SPEC
GRADE.
MOISTURE - PERCENT