HomeMy WebLinkAboutFLAT TOP VIEW #1 BLK 2 LT 9~.~,,...,,~GRE~'ER ANCHORAGE AREA BOI'~JGH
Department of Environmental Quality '
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOC^T'ON LEGALDESC.,PT.ON ~_1.+ TO~O Ul~'~ 7~!1C. ::Z I~ f ?
SEPTIC TANK:
DISTANCE
FROM WELL ~-O (~ t MANUFACTURER ~3 f-'~ ~' v~ MATERIAL
INSIDE LENGTH ~ INSIDE WIDTH ~ LIQUID DEPTH
NUMBER OF
I COMPARTME~S
LIQUID CAPACITY I~-~)~'0 GALLONS.
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
TOTAL LENGTH
~O~ I' FOUNDATION '~ O I NEAREST LOT LINE (~. I OF LINES ~3/~ t
DISTANCE BETWEEN LINES ~ TRENCH WIDTH'~ ~ IN. TOTAL EFFECTIVE
~0 SQ. FT. LENGTHOF EACH LINE Z~" *'
DEPTH OF FILTER '--~ ~
MATERIAL BENEATH TILE ~'. ABOVE TILE ~ IN.
WELL:
BUILDING
FOUNDATION
CESSPOOL
APPROVED
CONSTRUCTION (~ ~'; tle t'[
NEAREST NEAREST
LOT LINE , SEWER LINE
, OTHER SOURCE5
DISAPPROVED REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK ~'C'¥-),t-'' SYSTEM
DISTANCES: O ~(..
INSTALLED BY: ~el't~''
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE,
REMARKS:
Form EQ-032
DATE
DIAGRAM OF SYSTEM
J N~
I0¢
G.A.A.B;
GRE. ER ANCHORAGE AREA BO/~UGH ~
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3330 '°C°' STREET ANCHORAGE, ALASKA 99503
SEWAGE DISPOSAL SYSTEM , APPLICATION AND PERMIT
PHONE
FINAL INSPECTION: 24 HOUR FIOTIC£ REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TOPROSECU ION.
FOUNDATION TO SEEPAGE PIT ~/ z~ ~/
SEPTIC TANK TO SEERAG~ FIT WALL /_~ ·
SEPTIC TANK SEEPAGE PiT . . DRAIN FIELD
CAST I~ON INTO AND OUT OF ~EPTIC TANK AND INTO CglB CROSSING GAP OF
CONFORM ~O BOROUG~ REG~7IONS ~EGARDING IN~N.
T.H.-1
7-18-75
SILTY SAND (SM)
GRAVELLY SAND
SOME SILT (SM)
0o01
2.0~
4.5'
GRAVELLY SAND
TRACE TO SOME SILT
(sP-s:~)
11.0'
SILTY SANDS (SM)
GRAVELLY SAN~
TRACE SILT (SP)
NO WATER TABLE
, 14.0'
'16.0' T.D.
Log Represents
LOT 9, Block 2
Flat Top View
subdivision
Engineering ~ Geological Consultants Inc.
A,C,O,AO[ ~.Ame.,,S ALASKA JU,[AU
oav~ 7-18-75 SCALE 1-=3, OWN BY
David Wilmarth
Log of Test llole
Anchorage, Alaska
WED ~'~:)4. NO. 562065 owe NO. A-01'
I
CONSULTANTS. INC.
ANCIIORAG£
JUNEAU
1975
R & M No. 562065
David Wilmarth
P. O. Box 10227
Anchorage, Alaska
99502
RE: Test Hole and Soll Log Report for Sanitary System
Lot 9, Block 2, Flat Top view subdivision
Dear Mr. wilmarth:
We are submitting herewith the test boring results and our comments regarding
soil conditions encountered at the subject site. This investigation was per-
formed in accordance with your request of 7-17-75, and those procedures outlined
in a letter dated December 19, 1974, by Mr. Rolf Strickland of the Greater
Anchorage Area Borough Department of Environmental Quality.
A single test hoie was put down within the Lot 9 area for the purpose of defin-
ing general subsurface soil conditions for the proposed sanitary system. Excava-'
tion was accomplished with a tractor-mounted backhoe and the test hole was ex-
tended to a total depth of 16.0'feet below ground surface. The final log pre-
pared 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.
J.ames W. Roone~.
V~ce President--
m/ja
xc: GAAB