HomeMy WebLinkAboutHIGHLAND BLK 3 LT 3AOnsite File
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~GRE~ER ANCHORAGE AREA BOR.~JGH
Department Quality
of
Environmental
3330 C Street
Anchorage, Alaska 99503
INSPL:CTION REPORT ON-SITE SEWAGE DISPOSAl,. SYSTEM
NAM E('~ ~
LOCATION
MAILING ADDRESS S~/'~r gOX I~ ~ PHONE
LEGAl_ DESCRIPTION _'''~'(~'l~¢'g~' ~ ~4-1~/ //'¢~/~J'/10
SEPTIC TANK:
FROM WELL __ MANUFACTURER MATERIAL COMPARTMENTS
INSIDE LENGTH_ _INSIDE WIDTH LIQUID DEPTH .LIQUID CAPACITY d(~'~''' GALLONS.
SEEPAGE PIT:
NUMBER OF PITS_I _. DIAMETER__
·
LINING MATERIAL ~)'!~Tsf~_ CRIB SIZE:
F
BUILDING FOUNDATION____
DIAMETE R____DEPTH_ DISTANCE FROM: WE [_L'~'~
TOTAL EFFECTIVE
NEAREST LOT LINE__ ABSORPTION AREA (WALL AREA) .SQ. FT.
ADDITIONAL ABSORPTION
WELL:
'TYPE CONST R UCT ION __
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL __ __, OTHER SOURCES
APPROVED DISAPPROVED_
NEAREST
SEWER LINE
REMARKS
DEP-FH DISTA/~ChF~ROM:
SEPTIC ~j~' SEEPAGE
TANK ~ ' , SYSTEM
DISTANCES:
INSTALLED BY: ~%(~
p,,E MAT E,,A L: (.'_L~-_ ~.~J~-'
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
,NStALLAT,ON LOCAT,ON '"g,O ¢
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT
tYPE AND SIZE OF FACILITY TO BE ,SERVED ~X/ ~ ~~
FINANCED THROUGH
COMPLETION DATE ANTICIPATED ~'~
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL 13E SUE~JECT TO PROSECUTION.
SEPTIC TANK size
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
2'-m /
DRAIN FIELD
SEEPAGE AREA SIZE
SEPTIC TANK TO SEEPAGE Pit WALL'/-('~""
_~-'/ '20 I
SEPTIC TANK __ .. SEEPAGE PIT , DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK SEEPAGE Pit
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK ., SEEPAGE Pit
DRAIN FIELD
SEPTIC TANK,_ [0-<~ / /~'~ /
SEEPAGe P,t ., D.A[N E,ELD //~/) /
TO RIVer, LAKE, STREAM,
CAST IRON ~NTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP
~XCAVATION 5 EEET INTO UNDISTURBED SOIL,
4 INCH DIAMETER CAST ~ON SIPHON PIPES ON S~PTIC TANK AND SEEPAGE PIT
FITTED With Airtight REMOVABLE CAPS
OR
LICENSED DESIGNER
TYPE
DIAGRAM Of SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-619 AND that THE ABOVE
DESCRIBED SYSTEM ISIN ACCORDANCE WITH SAiD CODE,
DATE APPLICANT'S SIC NA'FU R,~ /-
¢ ~ CONSULT.~NTS, INC.
249 EAST SI-~T AVENUE P.O, BOX 0087 ' ANCHORAGE. ALASKA 99503
ANC klObl A(;E
JUNEAU
TELEX 090-35419
september 25, 1975
R&M No. 562129
G & J. Flooring
SRA Box 104
Anchorage
Alaska 99502
I~E: Test Hole and Soil Log Report for Sanitary System%
Tract A, Highland Subdivision
Gentlemen:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This inves-
tigation was Performed in accordance with your request of September 25,
1975, and-those procedures outlined in a letter dated July ].5, 1975, by.
Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of
Environmental Quality.
A single test hole was put down within the Tract A area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with an auger type drilling rig and
the test hole was extended to a total depth of 20.0 feet below ground
st~'face. The final log prepared for the test hole has been includsd in
Drawing A-O1.
Ground water was not encountered in the test hole.
We appreciate being given this opportttnity 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/WED/ja
Encl.
xc: GAAB
171-1
9-25-75
SILTY SANDS (SM)
0,0~
-2,0'
'2.5'
SAND, TRACE SILT (SP) /5
NO WATER TABLE
Log represents location of
test hole Tract A, Highland Subdivision
20,0' T.D.
Consultants Inc.'
A.C.OR~6~ F~Re^.KS ALASKA ~u~
9-25-75 scA~ 1"=3' ~WN ~¥ WD
G & J Flooring Property
Log of Test Hole
Anchorage, Alaska
CH~D ~ WED P~o~. NO. 562129 OWe NO. A-01