HomeMy WebLinkAboutT15N R2E SEC 6 NE4 SE4 SW4 SE4
PERMIT NO.
DEPRRTMENT ElF HERLTH RND ENVIRONMENTRL F'RCiTECTION
825 "L" STREET, RNCHORFtGE, RK.
264-4?20
~--.IEL~L $' EF-:IP-I I T
( 780014 )
HFPLI -.RNT
LOCRT 18N
LEGRL
-" , ' "' .=;,'-' R, 99577
bILBEF..T ~ F'. 8. BO,;'-, ._~,t E.
~KLUTNR LRI'{E R[:,. MILE _"9
NE 1,,"'4 .=-,Et, 4 L=,W::k?4 =,El, 4 ,':;EF:~q'¢,'~e,",¢,4~ LOT SIZE
±0L=:'90;'-.i SQ. UFIRE FEET
MINIblUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSRL. SYSTEM IS
100 FEET FOR R PRIVRTE WELL OR 200 FEET FOR R PUBLIC WELL
WELL LOGS RRE REQUIRED RND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ~0 DRYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MBY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE
RVRILRBLE TO INSURE PROPER INSTRLLRTION.
F'ERH I T E)--;P 1' F-:E'---q ['¢EE:E~-'IE:EF-' ]:J-- - "=~7:-]
I CERTIFY THRT
±: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET
FORTH B~' THE MUNICIPRL. ITY OF RNCHORRGE.
2: I WILL INSTRLL THE S'¢STEM IN RCCORDRNCE WITH THE CODES.
· z, I GNED ' - .........
-RPPLICRNT ~ILBERT B~1.4I' ' '
ISSUED B¢~~~ ................. [)RTE .................
4,:
· - ...... -~'== 'tat III IIIII ~l~lll.l:..;'~_
POUCH 6-650 · ANCHORAGE, AK 99502 · PHONE 279-8686 · ~
FINANCE DEPARTMENT ·
,.cas..ECE,,~' r~o. 36978
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MISCL. INFORMATION:
DRILLER'S NAME /Y~, .~ ? ~ .....
b
;-m~MUNICIPALITY OF ANCHORAGEd-~%
He[ ;h and Environmental Prote ion
~ Fourth Floor West
,~ 825 L Street
Anchorage, Alaska 99501
264-4720
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL 5-~TEM
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH_
TILE DRAIN FIELD:
DISTANCE FROM WELL
INSIDE WIDTH
FOUNDATION____
LIQUID DEPTH
[ G x/o ( ¢o' ow&
NUMBER OF
COMPARTMENTS
LIQUID CAPACITY /~F3 GALLONS.
NEAREST LOT LINE_--
TOTAL LENGTH
OF LINE
:~ of Lines DISTANCE BETWEEN LINES ___TRENCH WIDTH___ IN. TOTAL EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER
DEpTIh TOP OF TILE q'O FINISH GRADE __ MATERIAL BENEATH TILE IN. ABOVE TILE IN.
SEEPAGE PtT:
Log Crib Rings
BUILDING FODN UAl'ION __.
DIAMETER OR WIDTH LENGTH DEPTH _.
Crib Size:i DIAMETER___DEPTH_ DISTANCE FROM: WELL
TOTAL EFFECTIVE
NEAREST LOT LINE____ ABSORPTION AREA (WALL AREA)
SQ. FT.
Well
Class: Depth:
Well Distance To: Lot Line __
Bldg: Sewer Line:
Pipe Materials:
# of Bedroom~ ~ ~
Installer: ~:>~
Remarks:
DATE~'~~-(b -'')'~ APPROVED.
~.~: .... CHI..IEi Z I;~1.(
'fide i J~i;i'.~ Ii%t"i-i
Ti'IE Ii)IEPfI"I EtF i:::1 'i't:~:Ei",ICH i~li:;~: I:;']~T lIS THIE D];S'TFiI",ICE 13ETI4iEtEi",I THE SI...It:;:~FI::tC;IE O1:::' 't'HiE
Eil;~:EiUl'.~i~;, i::i141]:, TI-.ttE i!i~Erf'"iOt"i E~i::' 'f'l. lti!i; F;::.;iCi:~Vt::IT];EiI",I (];i",l I:::i:EET).
'i"l-'il-:] Gi:;i:l::i',,,% I ~
i::iiqD Ti'ii!:( E',i];t'i"I-DI"'i (;iii: 'Ti-tIE i!ii]:;-:lE;i:::tVl:iT];Ed"~ (;t;l",! F'EiET).
GRE, .ER ANCHORAGE AREA BO. ,)Ugh
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SEEPAGE PIT ~., DRAIN FIELD , OTHER .
TO BE INSTALLED BY
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.
pTI TAN, I E !_OWO T PE SEEP^=
DIAGRAM OF ~Y~TEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK L~
FOUNDATION TO SEEPAGE PIT ~ ~
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK ~'/ SEEPAGE Pit TO NEAREST LOT Line.
DRAIN Field /~ /
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO GRIB CRO~SING G~P OF
EXCAVATION ~ VNET INTO UNDISTURBED
SEEPAGe PIT fO~-~ /
SEE~A~ P'T {D /
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH Airtight REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH BEGULATIONS REGARDING INSTALLATION.
V G.^.^...
LICENSED DESIGNER
[ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
ATE 7 A 'PL'OANT'S
TO: Municipality of Anchorage
Health and Environmental Protection
Sewer and Water Section
SUBJECT: Percolation Soil Test
~W~ SW~ Sec. 6, T15~, R2E, SM
16 May 1977.
Cheeley Property, Vicinity Eklu~na Lake
This is to certify that on 12 May 1977 ~ conducted a w'sual soil analysls~for'.
drainage and soil oercolation in an ooen test pit excavated by backhoe for that
purpose on subject property .....
A test oit 6 feet wide by 12 feet long extending 17.3 feet below'finish
floor of a proposed bakery site was observed. Location of the ~it was approxi-
mately 18 feet ~rom northeast corner of the bakery building.
Soils found are described as:
~o topsoil
Mixed gravel glacial till, unlayereo, not striatee, with no silt lenses.
Visible voids between cobbles, approximately 10%
Cobbles to 6 inch maximum approximately 2%
Cobbles 2-4 inch (average sizing) approximately 30%
Gravel ~ inch to 2 inch aooroximately 50%
Sand and fines approximately 5%
Soils dry, no visible moisture, no evidence of water table noted.
No visible silt lenses, layers or varve.
Test pit sited on a bench, 9.2 feet above an adjacent field area, Field was
well drained and ory to -2 feet. (Equating to 18.4 feet below fi~-fsh floor)
Polaroid color ohotographs showing test pit walls, bottom, spoil oile and location
of ~it are attached.
Engineer
Soil
C