HomeMy WebLinkAboutKING BLK 2 LT 1
GREAd~R ANCHORAGE AREA BOR~-~,GH
Department of Environmental Quality
3330 C Street
Anchorage, ALaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
INSIDE LENGTH
MAN U FACTU R E R ~,~-----f~-'~_:
INSIDE WIDTH
MATERIAL
LIQUID DEPTH
NUMBER OF
COMPARTMENTS
LIQUID C A PAC I T~,~'OOGA L LO NS.
TILE DRAIN FIELD:
DISTANCE FROM WEL[~
NUMBER OF LINES
ABSORPTION AREA
FOUNDATION /'~/F
DISTANCE BETWEEN LINES
DEPTH:
TOP OF TILE TO FINISH GRADE
NEAREST LOT LINE //~-~ /~ TOTAL OF LINES LENGTH
/~//~- TRENCH WIDTH,,~IN. TOTAL EFFECT,VE
SQ. FT. LENGTH OF EACH LINE q,-~/ ~ /~ /
~/ ! DEPTH OF FILTER TILE
MATERIAL BENEATH __ ¢--¢¢^BOVETILE Y
A/~T
WELL:
TYPE
BUILDING
FOUNDATION
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST NEAREST
LOT LINE__ SEWER LINE__
OTHER SOURCES
DISAPPROVED REMARKS
DEPTH
SEPTIC SEEPAGE
TANK__, SYSTEM
DISTANCE FROM:
DISTANCES: --
INSTALLED BY:-
SEWER LINE DEPTH: /./ I
PIPE MATERIAL:- P'~7/---~ '~/-
LOT SLOPE ,
REMARKS:
DIAGRAM OF SYSTEM
Form E(~-032
GREATEr ANChOraGe Area BOROUGH 9, ~ ,
PE.M~0~------~--~--
3330 "C" STREET ANCHORAGE, ALASKA 99503
T E L E P H O N E~a~i.,~--
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK
F,NANCED THROUGH TO BE ,NSTALLED
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, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE P~T
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK ,SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK. o, SEEPAGE Pit
TO RIVER. LAKE, STREAM.
DRAIN FIELD
, DRAIN FIELD .
SEEPAGE PIT
ALSO CONSIDER ArEA WELLS.
SEEPAGE PIT
DRAIN FIELD
CAST IRON INTO AND OUT Of SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 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 REGULATIONS REGARDING INSTALLATION.
DIAGRAM OF SYSTEM
CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER/~NCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
DESCR,BED SYSTEM IS IN ACCORDANCE WITH SAID CODT~.~~~~U~~~
August 9, 1976
R & M No. 656281
Sonny Bernette
8244 HuckleBerry Street
Anchorage, Alaska 99502
RE: Test Hole and Soil Log Report for Sanitary_ System
Kings Subdivision Lot 1 Block 2 Section 7 T12N R3W
Dear Mr. Bernette:
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
3, 1976 and those procedures outlined in a letter dated July 15, 1975,
by Mr. Rolf Strickland of the Greater Anchorage Area Borough
Department of Environmental Quality.
A single test'hole was put down with the subject site 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 feet below ground surface. The final log prepared for the test hole
has been included in Drawing A-01.
Ground water was encountered in the test hole at 15 feet while drilling.
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
xc: GAAB
T.H. 1 8/6/76
15'
SAND WITH SOME GI~zAVEL
SILT W/TR SAND
& TR GRAVEL
5I
SiLT W/SONE SAND
& SOME GRAVEL
SILTY SAND
11'
16'
20' T.D.
This log represents subsurface
conditions within Lot 1 Block
2 King Subd. Sec. 7 T12N R3W
[SCALE: 1"=4'-0
Sanitary Sewer Test Hole
Sonny Bernette
Anchorage, Alaska
j LOWS. NO. a-O1
TIME
9:00
9:01
9:02
~,9:03
9:04
9:05
'~,9:06
9:07
9:08
9:09
9:10
9:15
9:20
9:25
9:30
~ 9:40
9:50
10:00
PERCOLATION TEST
SONNY BECk'ETTE
R & M NO. 656281
ELAPSED
TIME
0
1
3
4
5
6
7
8
9
10
15
20
25
30
40
5O
6O
60 Minutes
DROP IN
INCHES
~ 0
0
0
0
0
0
0
0
0
0
0
.25
.25
.25
.25
.25
.25
.25
i.75
Total Drop