HomeMy WebLinkAboutLot 01 - 07
oGRE/~,,,~R ANCHORAGE AREA BOR~?H
Department of Environmental Ouality
3330 ¢ Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
FROM WELL ~1
INSIDE LENGTH
LEGAL DESCRIPTION
MANUFACTURER
INSIDE WIDTH
PHONE 'l"~'/~ - ~71/
I~fS I--7
NUMBER OF
MATERIAL ~' ~' ~'C° / COMPARTMENTS /
LIQUID DEPTH LIQUID CAPACITY,/00~ GALLONS.
TILE DRAIN FIELD:
DISTANCE FROM WELL i/~Jg~-
NUMBER. OF LINES ~
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
TOTAL LENGTH
NEAREST LOT LINE
FOUNDATION "~ ~,7) i
DISTANCE BETWEEN LINES ~ ' TRENCH WIDTH ~ IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE ,~- ~t?t~ ~ 3~ / q,-~- ~ ¢
3/ DEPTH OF FILTER
MATERIAL BENEATH TILE ~ ~' IN. ABOVE TILE ~, IN.
INSTALLED BY:
SEWER LINE DEPTH:
"5'
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form LQ-032
DIAGRAM OF SYSTEM
DATE ~ 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 L/// SEEPAGE PIT
· AND S, E OF FAC,L,TY TO BE SERVED
FINANCED THROUGH
soil TEST RES.LTS
~/~- . DRAIN FIELD OTHER
TO BE INSTALLED BY
/
-~/ /~--0:O1 - ~ OTE: THIS P=RMIT IS NOT VALID WITHOUT SOIL ~ST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 2/I 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 PIT . DRAIN FIELD
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK ~ , SEEPAGE PIT '~ , DRAIN FIELD
WELL TO SEPTIC TANK
. SEEPAGE PIT
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRA~n FIELD
/> ,
SEPTIC TANK.. . SEEPAGE PIT
TO RIVER. LAKE, STREAM.
ALSO CONSIDER AREA WELLS.
,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 W TN AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
~ ~// G.A.A...O.
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAge AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WiTH SAID CODE.
DATE~:~ ~'g ~ '~"~ APPLICANT'S SIGNATURE
R&M
Civil Engineers
ENGINEERING & GEOLOGICAL CONSULTANTS
22g EAST 51st. AVE. - P.O. BOX (]087- ANCHORAGE, ALASKA gg§03
TEL EP H ON E 907--279--0483 TE LEX 0g0--3541 g
Geologists Land Surveyors
JAMES W. ROONEY, P. E.
MALCOLM A. MENZIES, P.E., L.S.
JAMES H. WELLMAN, P.E.
RALPH R. MIGLIACCIO
Engineering Geologist
April 17, 1974
R & M No. 462011
Mr. Charles Brown
5202 A Street
Anchorage, Alaska
Re: Test Hole and Soil Log Report for Sanitary System
Lot 1-7 Block E-1 North Star Subdivision
Dear Mr. Brown:
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 April 18,
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 1-7 area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with a tractor-mounted backhoe and
the test hole was extended to a total depth of 9.0 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 a depth of 7.5 feet.
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
~J~mes W. Rooney ~~
rb
xc: GAAB
ANCHORAGE FAIRBANKS JUNEAU
7.0 AB
T.H. 1
· ' AND, Trace Gravel (SW)
J;'~' ~]~,-,.-~rs~--~fi~¥' 'SAND (SP)
SAND, Trace Gravel (GW)
O.O~
" 1.5'
9,01
NOTE: Test hole excavated with tractor-mounted backhoe.
oA~-e 4-17-74
Engineering ~ Geological Consultants Inc.
ANCHORAGE FAIRBANKS ALASKA ,~U,~AU
J$CALE 1"=2' Jaw. aY
JS JO.KD ~¥. WED
CHARLES BROWN PROPERTY
LOG OF TEST HOLE
Anchorage Alaska
JP~OU. NO. 462011, Jg~e NO., A-0I