HomeMy WebLinkAboutT12N R3W SEC 8 Parcel 2 Got Subdivided into Lake Otis Industrial Center3
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2
GRE
TER ANCHORAGE AREA BO'"UGH
Department of Environmental quality
3330 C Street
Anchorage, Alaska 99503
INSPECI'ION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION '7~0 /~'k'~ t'~/-i.~- LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE
FROM WELt
MANUFACTURER
INSIDE LENGTH
__ INSIDE WIDTH
f. NUMBER OF
MATERIAL ('~'~ O ~(* )/'~ COMPARTMENTS ___
LIQUID DEPTH
LIQUID CAPACITY
GALLONS.
SEEPAGE PIT:
NUMBER OF Pi-rs / DIAMETER . . OR WIDTH, LENGTH___, DEPTH
LINING MATERIrA/~ CRIB SIZE: DIAMETER "DEPTH~'/~"~ _ DISTANCE FROM= WELL
TOTAL EFFECTIVE
BUILDING FOUNDATION.__ NEAREST LOT LINE ABSORPTION AREA (WALL AREA) ¢ ~ SQ. FT.
ADDITIONAL ABSORPTION ,~,~ Z2/ .~; ~/~
WELL:
TYPE CONSTRUCTION
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL OTHER SOURCES
APPROVED __ DISAPPROVED_
NEAREST
SEWER LINE
REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK ____ SYSTEM
DISTANCES:
i N STA L LED B y:~¢4,~,CG ~L ~'~/-'~
~/ '~/ (_
PIPE MATERIAl._: /~4~ ~'~1/'g~'~
LOT SLOPE: ~
Form No, EQ-031
DIAGRAM OF SYSTEM
./
QGREA
'R ANCHORAGE AREA BOR~
Department of Environmental Quality
3500 Tudor Road
Anchorage, Alaska 99507
SH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
DISTANCE // __~,
FROM WELL °~'~) MANUFACTURER ~ ~--M~i'~/IATERIAL- ~-t~b'~*/~-~'
NUMBER OF
COMPARTMENTS
INSIDE LENGTH_ ~ INSIDE WIDTH ~ _LIQUID DEPTHS--
LIQUID CAPACITY_
/
_GALLONS.
SEEPAGE PIT:
NUMBER OF PITS /__. DIAMETER ___
LINING MATERIAL,~-%/~2,/g~'. CRIB SIZE:
BUILDING FOUNDATION~//O/, NEAREST LOT LINE
ADDITIONAL ABSORPTION '~- ~ -'
OR WIDTFI /~2 LENGTH ~')D, DFPTH
D~AMETER.Z/~O~T~4~ O~STANCE FROM: WELL /~ ~ ~-
~g) fO- TOTAL EFFECTIVE .
__. ABSORPTION AREA (WALL AREA) ~'-D / SQ. FT,
TVPE t --/ .Z'CONSTRUCT,ON '
BUILDING NEAREST NEAREST
FOUNDATION LOT LINE SEWER LINE
DEPTH [DISTANCE FROM:
SEPTIC SEEPAGE
TANK _ SYSTEM
CESSPOOL _
APPROVED
OTHER SOURCES
DISAPPROVED
REMARKS
DISTANCES:
PIPE MATERIAL:_
LOT SLOPE: ---
REMARKS: ~~
Form PW-026
DIAGRAM OF SYSTEM
. ,O-J-,5
DATE ~- Al ~?.- ¢~
APPROVED
G.A.A.B.
G[;'~'i'ER ANCHORAGE AREA BOROUC~'.H
HEAl.TH DEPARTMENT
327 EAGLE 5i'. ANCHORAGE, ALASKA 99501 279-2511
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISIANCE FROM WELL____.
LIQUID CAPACITY
~MATERIAL~ COMPARTMENTS
7~.. ~ GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS.
LINING MATERIAL
NEAREST LOT LINE__
OUTSIDE DIAMEter_
OR WIDTH__ /c'~) , LENGTH
DISTANCE FROM WELL C"~ '~-,~'-~:~ O~ t~)7~ FOUNDATIONC~
~ , BUILDING
EYFEC,[V~ ABSORPTION AREA IWALL AREA)
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES__
ABSORPTION AREA
DEPTH: TOP OF TILE fO FINISH GRADE
FOUNDA11ON
DISTANCE BETWEEN LINES
SQ. Ff. LENGTH OF EACH LINE
· DEPTH OF FILTER MATERIAL BENEATH fiLE
, NEAREST LOT LINE
fRENCH WIDTH
TOTAL LENGTH
, OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE fiLE__
WELL:
LOT LINE
TYPE .'~j~ I/../.=..~..'~ DEPTH '7 DISTANCE FROM ,__~ WATER
· , BDILDING FOUNDATION .... SAMPLE /~//~.~ NEARESt
/~L'7')~(:) '~/ NEAREST --~ / SEPTIC SEEPAGE ~-) ~ '] OTHER .....
, SEWER LINE~ ~, TANK (~:~ ~ , SYSTEM ,~ ~2,C<. , CESSPOOL_ ' .... , sources
DIAGRAM OF SYSTEM
DISTANCES:
GREATER ANCHORAGE AREA E~C)ROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-456!
PERMIT NO..
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT
MAILING ADDRESS
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVE[}
FINANCED THROUGH
SOIL TEST RESULTS
SEEPAGE PIT. DRAIN Field , ., OTHER
~ .-_ NOTE~ TttlS PERMIT 15 NOT VALID WITHOUT SOIL TES~
COMPLETION DATE ANTICIPATEd -' '~ /V/~J .~/~/~ .--. ~0 i ~
FINAL INSPECTION: ~4 HOUR NOTIC~ REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTIO
DEP~RTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL bE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS.
FOUNDATION TO SEEPAGE PIT 4'~':~(')
SEPTIC TANK TO SEEPAge PIT WALt
SEPTIC TANK ,/~ __, SEEPAGE Pit
TO NEAREST LOT LINE.
DRAIN FIELD
TYPE
DIAGRAM OF BYSTEM
DRAIN FIELD
, DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
D~A]N FIELD
SEPTIC TANK, .~/ , SEEPAGE Pit /~)~) DRAIN FIELD TO RIVER, LAKE. STREAM.
4 INCH ~.AL~ETER CAST IRON SIPHON PIPES ON SEPTIC 'rANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GBAVEL BACKFILL
CONFORM TO ~:~OROUGH REGULATIONS REGARDING INSTAI-LATION.
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF G~ ~/~ ~/~.~.;~_~]EATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
GRP.'A i'ER ANCHORAGE AREA
DISPOSAL SYSTEM .--- APPLICATION AND
SEEPAGE Pl'f'
GREATEI~~ ..,NCHORAGE AREA
ItEALTIt DEPARTMENT
327 Eagle St. Anchorage, Alaska 99501
tROUGH
279-2511
Case No. [0/ ,
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMII
RESIDENCE ADDRESS '~-'~ t/¢'/~¢ ~'J' //~¢
MAILING ADDRESS~,b,~ '2,,-3q(.~. PHONE
_ LOCATION OF INSTALLATION._~2~ ~ {-~-~¢' '~'
LEGAL DESCRIPTION__
APPLICATION TO INSTALL: SEPTI6 TANK 'c"'~ , SEEPAGE PIT. V'"' , DRAIN FIELB , OTHER
TOSERVETHF_FOLLOW.NGFAO'L'T
FINANCED THROUGH .~/ ./ TO BE INSTALLED BY_ (/~ ~~~,
'~/~ /W~. ' BELOW TO BE FILLED OUT BY HEALTH DEPAR'F~ENT
.... AS BESCRIBEB BELOW, SIZE OF UNIT TO BE SERVEB _~¢¢/.¢¢¢-.~..¢~6~¢/~ ~'~z~
. SEPTIC TANK SIZE ;~Ii~'''~ TYPE..~~SEEPAGEAREA-S~c'I TYPE..L~ ¢~t~q
DIAGRAM OF SYSTEM
DISTANCES:
Healtil~1'¢/ Authority = wzth
I cezt]fy' ' that I am famdm~' ' · ' the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
above described system is in accordance with said code. /'3
,ATE ~ L~] [~¢~ APPUCANTSSiGNATURE /~'_~ k-')%,~_~t,u,..,Of/,~
39.
40.
41,
42.
43.
Paul Carr
DEQ Comments
Page Four
May 22,
$-3681
Hulas Subdivision #2
The soils on this subdivision are acceptable. The well information received
shows that the probability of obtaining water is good, It is recommended
that lot $ be combined with one of the other lots since the slope on this lot
is so steep that sewage may come out the side of tho slope where a sewer
system would be installed.
Also. s small stream of water flows through lots 1 and 2. This stream of
water should be located on lots I and 2 before a determination of whether
lot 2 should be allowed to exist or not,
8-3882
Juhnke Subdivision
Approved water and sewer systems already exist on the proposed
lots and the lots meet our requirements.
Bob Wells Subdivision
The preliminary soils information was good and a field check showed that
while parts of the steeper lots would be too steep for installation of on-site
sewers enough of each of the lots had acceptnblo ground to meet our
requirements. The one exception to this is Lot 1. Block 2. which does not
meet the state requirements for lot vise for on-site sewer and water. If
this lot exists as is it will require public sewer or water before
development. A note to this effect should be placed on the plat.
S-3698
Sheets Subdivision
Soils tests required on each lot before final opproval and public water
will need to be provided to each lot or the lot sizes increased to
accommodate both on-site sewer and water. The preliminary soils
provided are acceptable (100 to 175 square feet~edroom to 10 feet deep).
S-3684
BLM Lot~ li6A and l16B, Section 8, T15N, R1W
The well and sewer information provided is acceptable (two (2) homes
exist on these lots).
S-3672
Pellissier Subdivision
Soils are good. This is in an area where many other wells have been
successfully drilled.