HomeMy WebLinkAboutCAMPBELL HEIGHTS Block 1 Lot 4
GF " ER ANCHORAGE AREA BOROI,""
D,,..,~RTMENT OF ENVIRONMENTAL QUALI,.,
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
ADDRESS '~ '/ /~ ~ //~ PHONE ,~..~'-'~'"'/
DISTANCE FROM WELL ~"'~ ·
LIQUID CAPACITY /'~:~ ~'~")
MATERIAL ~ ,~/b,/~,~i~,,~:~,~,,~.... NUMBER OF
COMPARTMENTS /
GALLONS· INSIDE LENGTH '~INSIDE WIDTH '~ DEPIH
SEEPAGE SYSTEM:
NUMBER OF FITS
LINING/
NEAREST LOT LINE
SEEPAGE PIT:
~ UlAMLILK % OR WIDTH LENGTH , DEPTH
DISTAN~~UILDING ;OUNDATION
TOTAL EFFECTIVE ABSORPTION AREA ~/ALL AREAI SO. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELl
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
· F GU N DATION ?~.~'"'~''''~'
DISTANCE BETWEEN LINES /."'--~ ~/~.,r' TRENCH WIDTH
SQ. FT. LENGIH OF EACH LINE
~..~ /DEPIH OF FILTER MATERIAL BENEATH TILE
,~',,~'~'-.~. TOTAL LENGTH__ /
, NEAREST LOT LINE ,'-~' '--'"~'/ , OF LINES "~'~'-~",
IN. TOTAL EFFECTIVE
IN. ABOVE TILE
WELL:
LOT LINE
TYPE~ DEPTH
,"~"'~'~ · ., SEWER LINE ~'~,.~..~/ , TANK
DISTANCE FROM WATER
.BUILDING FOUNDATION~,~'''~-''t~'~, SAMPLE '"'"f/~' ~ NEAREST
· SEEPAGE / OTHER
~'~ SYSTEM '~"'~" CESSPOOL /l'/~'"4/'~s- , SOURCES
DISTANCES:
: ,,~ ,;~,,,~'~-/.~,
,~.,,.~,,.,..-- ~'~',
DIAGRAM OF SYST~A
4
dI ·
GrEa,~'R ANCHORAGE AREA BORudGH
DEPARTMENT OF' ENVIRONMENTAL QUALITY PERMIT NO.
S5OO TUDOR ROAD POUCH S-SSO
2195
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH ~
/
ADD.ESS
SEEPAG EPIT X o DRAIN FIELD
OTHER
FINAL INSPECTION~ 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEAl.TH DEPARTMENT AUTHORITY Wll-L BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK ~ I
FOUNDATION TO SEEPAGE PiT , ,~.~F
SEPTIC TANK TO SEEPAGE PIT WALL /~" I
SEPTIC TANK ~''1 SEEPAGE PIT
TO NEAREST LOT LINE.
~..,. ~,~ /~ '
AREA
DIAGRAM OF SYSTEM
GRAVEL BACKFILL
HEALTH AUTHORITY
OR
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
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 Geologists Land ~urveyor$
JAMES W. ROONEY, P. E.
MALCOLM A. MENZIES, P,E., L.S.
JAMES H. WELLMANo P.E.
May 25, 1972
1R & M No. 26510
RALPH R. MIGLIACCIO
Mr. Tom Gause
1000 BoniEace Parkway
Anchorage, Alaska
RE: Test Hole and Soll Log Report, Campbell Heights Subdivision, Lot 4,
Block 1~, Anchorage, Alaska
Dear Mr. Gause,
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 verbal instruet~on of May 23, 1972 and those procedures
outlined in a letter dated September 13, 1971 by Mr. Roll Strlckland of the Greater
Anchorage Area Borough, Department of Envlrorumental Quality.
A single test hole was put down within the Lot 4 area for the pu~ose of deEinlng
general subsurface soil conditions. Excavation was accomplished with a tractor-
mounted back hoe and the test hole was extended to a total depth of 7.0 fec~c.
The final log prepared for the test hole has been included in Drawing A-01.
The test hole is considered to represent the material lying within the lot boundaries.
The soil profile disclosed by the test hole indicated 1.0 feet of organic material
overlying a gray silt with a trace of clay to a depth of 2.5 feet below ground sur-
face. At this depth, a gray silty sandy gravel with cobbles (GM) was encountered
and extended to a depth of 7.0 feet below ground surface. At this depth the test
hole had to be terminated due to a water table and material sloughing which was en-
countered at 6.5 feet. The soils were visually classified in accordance with the Urd-
~ied Classi~ed System.
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
James W. Rooney
ANCHORAGE FAIRBANKS JUNEAU
T.H.I
5- 24-72
ORGANIC MATERIAL
SILT W/TRACE CLAY
d
2.51
SILTY SANDY GRAVEL (,GM)
W/ COBBLES ..-,~/
7' T.D..
Note: Test hole excavated with tractor-mounted back-hoe.
Englneerlng
EW Geological Consultants
Tom Oause Property
LOG OF TEST HOLE
Anchorage - Alaska
,~AT~ ~-25-72 {SC~L~ '"-'2' {OW" "~ OAS