HomeMy WebLinkAboutLot 09
oGRE~
,ER ANCHORAGE AREA BOkvJGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE J
FROM WELL O(~// MANUFACTURER
INSIDE LENGTH INSIDE WIDTH
MATERIAL COMPARTMENTS ~
LIQUID DEPTH LIQUID CAPA~ITY~~) GALLONS.
TILE DRAIN FIELD:
D,STANCE EROM WELL //~' FOUNDAT,ON_ //)CC
ABSORPTION AREA ~'~'
DEPTH: TOP OF TILE TO FINISH GRADE
~) ) TOTAL LENGTH
NEAREST LOT LINE / OF LINES /-~/// /
/~//~ TRENCH WIDTH '~IN. TOTAL EFFECTIVE
LENGTH OF EACH LINE
DEPTH OF FILTER
MATERIAL BENEATH TILE~~/ I~ ABOVE TILE ~- IN.
SQ. FT.
/
WELL,
TYPE CONSTRUCTION--
BUILDING NEAREST
FOUNDATION , LOT LINE
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED
/¢2t ~'-- DEPTH
NEAREST SEPTIC SEEPAGE
SEWER LINE__, TANK-- SYSTEM
REMARKS
DISTANCE FROM:
DISTANCES:
INSTALLED BY: /~/~'~"4' ~"~(('- '
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
DATE ~'- '~'~? APPROVED
Form EQ-032
GREATe:R ANCHORAGE: ARE:A BOROUGH
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
LEGAL DESCRIPTION
INSTALLATION OF:
FINANCED THROUGH
seePAGE Pit , DRAIN field OTher
TO ~E INSTALLED BY
NOTE= THIS PERMIT 15 NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED //977
FINAL INSPECTION: Z4 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECT[ON BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE ~,~/~ O T¥ p E &~.~/?,~/ * ~'~ ~EEPAGE AREA SIZE ~ TYPE 7~~
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT _/~ I DRAIN FIELD
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTI~TANK k~ ~ SEEPAGE PIT
FV~/~ NEAREST LOT LINE
WATER MAIN TO SEPTIC TANK /~ i
SEPTIC TANK, ~//~ SEEPAGE PIT
ALSO CONS[DER AREA WE .
SEEPAGE PIT /~C}
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP CE
EXCAVATION 5 FEET INTO UNDISTURBED SOIL,
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND E~EEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION,
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
EQ-016(3-75)
April 24, i]977
2510 E~ r±'udor
Anchorage, Alaska 99503
Re: Test Hole and Soil Log Report for Sanitary System
Lot 9, Sec 33~ ........~v.~ ~vu .... ~.,~, Anchorage, Alaska
Dear Mr. Rennet:
We are submitting herewith the test boring results and our conceents
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with you re%luest of
April. 22, 1977 and those procedures ontlJ, ned in a letter dated July 15,
!975~ by Mr~ Roll Shrlckland of the Muncipality of Anchorage Department
of Envirorm~ental Qeatity~
A single hast hole was excavated within the subject site area for the
purpose of defining general subsurface soil conditions for the propesed
sanitary system. Excavation was accomplished with a tractor--mounted
backhoe and the test hole was extended to a hotel depth of 16 feet
below ground surface. The final log prepared for the test hole has
been included in Drawing A-~01o
Groundwater was encountered in the test hole while excavating°
We appreciate being given 'this opportunity to be of service ho you~
Should you have any questions with regard to the above, please do
not hesitate to contact USo
Very truly yours,
R & M CONSgLTANTS~ INC~
Donald E o Bruggers
Geouechn~cal Engineer
JMS/gld .~>
xc: Munmcmpal_cy of Anchorage
-~UDOR ROAD
Lot 9, Sec. 33,
Eda!n Po.r]~ oubd.
Anchorage, Ako
TeSt Pit Location Is
Approximate And Has Not
Been Located By Survey
Methods°
!o WD
GRgI~SLLY SAND (SW)
VJ/ TRACE SILT
Brown, Slightly Moist,
Mede Dense
SAND~ GI~AVEL (GW)
Bz'own t S1agb.'tly
Oocasional Cobbles 10'
16' TD