HomeMy WebLinkAboutGREAT LAND ESTATES #3 BLK 5 LT 7C6 C
$RE,/,_~.~c.R ANCH(JI~AGI- AKI:A
Department of Environmental Quality
:33:30 C Street
Anchorage, Alaska 9950:3
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE /CO Y~' ~"7~p~, ~,~
FROM WELL MANUFACTURER
INSIDE LENGTH INSIDE WIDTH
NUMBER OF
COMPARTMENTS /
LIQUID DEPTH_
LIQUID CAPACITY /~.~-"0 GALLONS.
SEEPAGE PIT:
N,..,MBER OF P,TS / DIAMETER ~8 OR WIDTH /2' LENGTH ]Z/DEPTH 't~'~
LINING MATERIAL P~'~[f~fJ]":.~,~CRIB SIZE: DIAMETER DEPTH__ DISTANCE FROM:
BUILDING FOUNDATION ~ · TOTAL EFFECTIVE
NEAREST LOT LINE 20<~'
ABSORPTION AREA (WALL AREA) ~Z'l~g SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE
BUILDING
FOUNDATION a '~,
CESSPOOL /?/4
CONSTRUCT,ON
NEAREST ~' NEAREST ~/~
· OT LINE b~ , SEWER UNE
OTHER SOURCES
DEPTH /~'~ ~' DISTANCE FROM:
SEPTIC-- .L SEEPAGE /~'~77~
, TANK /'~'O r , SYSTEM
APPROVED
DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY: $~ID~,
P, PE MATER,AL:g// ~$r
LOT SLOPE:
REMARKS:
Form No. EQ-031
DIAGRAM OF SYSTEM
17e
APPROVED ~
G.A.A,B.
GreaTer ANChorage ArEA Borough
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
PERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK ~ / , OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
SEEPAGE Pit , DRAIN FIELD .,
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENT/~
FOUNDATION TO SEPTIC TANK
DIAGRAM OF SYSTEM
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK ., SEEPAGE PIT
TO NEAREST LOT LINE.
/
'~ DRAIN FIELD
/p-/
DRAIN FIELD
/
/
WE~ITOSEF~,CTA~K /~0 ~SEEPAGEP,T
DRAIN fielD' ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK ~ SEEPAGE PIT
DRAIN FIELD
SEPT,C TANK. /~o' ~ /~0'
SEEPAGE P,T /~
, . DRAIN FIELD
TO RIVER, LAKE. STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP Of
EXCAVATION S FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AirtiGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REG/L~ATIONS REGARDING ~NSTALLATION.
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WlTH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE W~TH SAID CODE.
z_;A._:>
CONSULTANTS, INC.
ANCHORAGE
FAIRBANKS
JUNEAU
August 27, 1974
R & M No. 462068
Mr. James Walcot.t
3306 Thompson Street
Anchorage, Alaska 99504
Re: Test Hole and Soil Log Report for Sanitary System, Lot 7,
Block 5, Great Land Estates Unit 3
Dear Mr. Walcott:
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 request of
August 20, 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 down within the Lot 7 area for the purpose
of defining general subsurface soil conditions for the proposed sani-
tary system. Excavation was accomplished with a tractor-mounted
backhoe and the test hole was extended to a total depth of 11.5 feet
below ground surface. The final log prepared for the test hole has
been included in Drawing A-01.
Ground water was not encountered in the test hole.
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.
Vice President
JWR:ph
xc: GAAB
T.R, 1
8-20-74
Silty Sand W/Some Gravel (SM)
Sandy Gravel Trace Silt W/Boulders
(SW)
0,0!
0.5'
Gravel W/Some Sand (GW)
Sandy Gravel W/Trace Silt W/Cobbles
Silty Sand (SM)
4,0~
5°0'
6.5'
7.0'
Sandy Gravel Trace Silt W/Cobbles
(GW)
NOTE:
No Water Table
Test hole excavated with tractor-mounted backhoe.
Engineering ~ Geological Consultants Inc.
AUC.O~AeE rAmSA~KS ALASKA JUNEAU
JAMES WALCOTT PROPERTY
LOG OF TEST HOLE
ANCHORAGE ALASKA
Ipmo~.No. 462065 IDwe NO. ~-01
)AVE ~-ZS-I~' I,SCALm 1"=2' IDWN SY BH ICHKO mY WED
D042275