HomeMy WebLinkAboutHIGHLAND PARK BLK 1 LT 1O
O/Z 0 ;4 0 /
GRF '""ER ANCHORAGE AREA BOROU~'''r'q
DE,,~RTMENT OF ENVIRONIVlENTAL QUALIT,
3El00 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPI'IC TANK:
DISTANCE FROM WELL (i~(('. MATERIAL
LIQUID CAPACITY /~.':~.'? .___ GALLONS. INSIDE LENGTH
NUMBER OF
COMPARTMENT',
INSIDE WIDTH
LIQUID
DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS L
OUTSIDE DIAMETER
' OR WIDTH ~,'? /
. LENGTH .~ / , DEPTH_ (:G'
NEARES[ LOI lINE ~(: .it..
DISTANCE FROM WELL ~/,/]~}~--
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
BUILDING FOUNDATION
TILE DRAIN FIELD:
DISTANCE FROM WElL
NUMBER OF LINES
ABSORPTION AREA
FOUNDATION
DISTANCE B~f~EEN LINES
SQ. FT. LENGTH OF EACH LINE
DEPTH: TOR---C)F TILE TO FINISH GRADE
, NEAREST LO] LINE
TRENCH WIDTH
.DEPTH OF FILTER MATERiAl BENEATH TILE.
TOTAL LENGTH
OF LINES
IN, TOTAL EFFECTIVE
IN. ABOVE TILE_
WELL:
LOT LINE
_, DEPTH
NEAREST
, SEWER LINE __
WATER
SAMPLE
DISTANCE FROM
, BUILDING FOUNDATION.
SEPTIC SEEPAGE
, TANK , SYSTEM .... CESSPOOL
DIAGRAM OF SYSTEM
NEAREST
OTHER
SOURCES__
DISIANCES:
,~'y'5 FZ::a~ ("{'(~ cmn.
(20NfL;~.t'i' O/tL; I~
GREA'IER ANCHORAGE AREA BORL. dGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
NA ME OF APPLICA.T 4 C'' >
PERM,TKO.
TYPE AND SiZE OF FACILITY TO BE SERVED
, DRAIN PIELD OTHER .
~OTE~ THIS PEE~IT IS ~OT V~LI~ WITHOMT SOle TES~
FINAL INSPECTION= :24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEAl.TH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK '-/~-/
FOUNDATION TO SEEPAGE PIT ,,~I~.-'
SEPTIC TANK TO SEEPAGE PIT WALL /~-
SEPTIC TANK .,SEEPAGE PIT
TO NEAREST LOt LINE.
WELL TO SEPTIC TANK ( ¢ , SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK , SEEPAGE PIT
DRAIN FIELD
SEPT]C TANK, · , SEEPAGE Pit , DRAIN FIELD
., DRAIN FIELD
DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIBCROSSING 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
DIAGRAM OF SYSTEM
CONFORM TO BORO~'R~ULATIONS REGARDING INSTALLATION.
R&M
Civil Engineers
ENGINEERING & GEOLOGICA_ CONSULTANTS
229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, AI_ASKA 99503
TELEPHONE 907--279--0483 TELEX 090--35419
Geologists Land Surveyors
JAMES W. ROONEY, P. E.
MALCOLM A, MENZIES, P.E., L.S.
JAMES H. WELLMAN, P.E.
June 9, 1972
R & M No. 26522
RALPN R. MIGLIACCIO
Engineering Geologist
Mr. David Beale
21-666 Apricot Apt. #H
Elmendorf Air Force Base
Alaska 99506
RE: Test Hole and Soil Log Report for Sanitary System
Lot 1, Block 1, Highland Park Subdivision
Dear Mr. 'Beale:
We are subrnittir~ herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. Tkis inves'ti-
gatlon was performed in accordance with your request of June 8, 1972,
and -those procedures outlined in a letter dated September 13, 1971, by
Mr. Roll Strickland of the Greater Anchorage Area Borough Department
of Environmental Quality.
A single test hole was put down within the Lot 1 area for 'the purpose
of defnlng 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 10 feet be-
low ground surface. One sample was recovered from the bottom of the
test hole and retained for grain size analysis. The sample wiI1 be held
in storage, up to approximately one month, for possible testing before
it is discarded. The final log prepared for the test hole has been included
in Drawing A-01.
Ground water was not encountered {n 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 con~act us.
Very truly yours,
ENGINEERING & GEOLOGICAL CONSULTANTS
JWR: wb
E nclo sure
a~n~a~ FAIRRANKS JUNEAU
T.H.- I
6-8-72
0.0j
SANDY SILT W/ SOME
GRAVEL~ TRACE OF'
ORGANICS
Grey
ORGANICS W/SOME SILT
3,01
SILT W/SOME SAND
TRACE ORGANICS (ML)
Redish brown
SAND W /SOME SILT
Fine grain, grey (S,P-SM
No water table
Note: Hole excavated with tractor mounted backhoe.
DATE 6-8-72 J SCALE I" 2' J
= OWN BY GAW
David Beale Property
LOG OF TEST BORING
Anchorage Alaska
IC~-tKD BY WED ]PROJ. NO. 2-6522 JDWa NO. A-OI