HomeMy WebLinkAboutEKLUTNA HEIGHTS #1 BLK 4 LT 4AE kl u no-
75
GREtl .... 2 ANCHORAGE AREA BOR~-'3H
Q Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADDRESS PHONE
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH
/7~-¢~ ,
MANUFACTURER S'/ee~- ~a.~ MATER,AL $4eec NUMBER OF
COMPARTMENTS ]
INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /O~)~) GALLONS.
SEEPAGE PIT:
NUMBER OF PITS
LINING MATERIAL L7
BUILDING FOUNDATION
ADDITIONAL ABSORPTION
CRIB SIZE: DIAMETER ~?/DEPTH bt DISTANCE FROM: WELL
TOTAL EFFECTIVE
NEAREST LOT LINE__ ABSORPTION AREA (WALL AREA) ~
SQ. FT.
WELL:
TYPE ~/,~/.4,¢~411'/-'~
BUILDING
FOUNDATION __
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST NEAREST
LOT LINE SEWER LINE
OTHER SOURCES
DISAPPROVED REMARKS_
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM
DISTANCES:
INSTALLED BY:
PIPE~MATERIAL:
LOT SLOPE:
REMARKS:
Form No, LQ~031
DATE
DIAGRAM Of SYSTEM
APPROV~B
3330 "C" STREET ANCHORAGE:, ALASKA 99503
SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT
PERMIT NO.
~/ ' ~ ~ MAILING ADDRESS PHONE
INSTALLATION Of: SEPTIC TANK ~ SEEPAGE Pit ~ , DRAIN F~ELD OTHER
TyPE AND S, E OF FAO,',TY TO SE S RVED ' '/ /
FINANCED THROUGH TO ~E INSTALLED BY ~.~/
COMPLETION DATE ANTICIPATED
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.
SEPTIC TANK SIZE TYPE
MIN~!.MUM DISTANCES, REQ,UfREMENTS
FOUNDATION TO SEPTIC TANK ~ ~(
FOUNDATION TO SEEPAGE PIT '~--~/
SEPTIC TANK ., SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN PIELD-
DRAIN FIELD
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, i SEEPAGE PIT
TO RIVER, LAKE. STREAM.
SEEPAGE PIT
CAST iRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP Of
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
~ iNCH DiaMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEe~T
Fitted WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
LICENSED DESIGNER
DIAGRAM OF' SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9-
10-
11
13
14
15
16
17
18
19
20
COMMENTS
PERFORMED BY:
72-008 (6/79)
WAS GROUND WATER
ENCOUNTERED?
SITE PLAN
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE / ~?//~' (minutes/inch)
TEST RUN BETWEEN ,. FT AND ~ FT
r ~-. SRB 195X ....
!~,~Lt~ RIVER, ALASKA ~IFIE
TECH ENGINEERS, INC.
CIVIL "SANITARY
November 8~ 1983
~r. James Rosner
SR 2, Box 6258
Chugiak~ AK, 99567
Re: Adequacy Test; Lot 4~ Block 4,
Eklutna Heights Subdivision No. 1
Dear ~4r. Rosner,
From November 5 through November 7 we performed an adequacy
test on the sewage septic system on the above referenced lot. As
you requested, I tested the septic system capacity for a 2
bedroom unit, although there are presently two mobile homes
attached to the system.
The system performed properly d~ng the~test and, at the
t~me of the test, is adequate for la 2 bedroom dwelling unit.
~ssorption rate averaged 2 gallons her minuJ~ during the test.
~ke system was dosed with 350 gallons"?~f-~ter twice during the
test.
As part of the test the septic tank was pumped and the
volur:e was verified to be 1000 gallons.
Vernon L. Roelf~~, PE
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:;_:_;~×IANE · EAGLE RIVER, ALASKA 99577 · TELEPHONE (907) 694-3574