HomeMy WebLinkAboutHIDEAWAY HILLS BLK 2 LT 1
ANCHORAGE AREA BOR'
~:7] ~f,' Department of Environmental Quality
~ 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME _~D~
LOC AT I O N /'~$ ~' /~/FF-~ZFF--:2A~,'~ ~- '~'
MAILING ADDRESS .,~/~$__- ~'Z~,'~/~Z'__O4t~_ /~,~, PHONE
LEGAL DESCRIPTION
SEPTIC TANK: ~~
OISTANCE
FROM WELL MANUFACTURER
INSIDE LENGTH
INSIDE WIDTH
MATERIAL
LIQUID DEPTH
NUMBER OF
COMPARTMENTS __
LIQUID C APAC I TY/~2~2¢2 GA L LON S.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES /
ABSORPTION AREA __.~t~ ~(~ sq. FT.
DEPTH: TOP OF TILE TO FINISH GRADE
O,/(', _FOUNDATION /0I
DISTANCE BETWEEN LINES
LENGTH OF EACH LINE
DEPTH OF FILTER
~ TOTAL LENGTH )
NEAREST LOT LINE /_~ .... OF LINES "~)
MATERIAL BENEATH TILE ~/~ IN. ABOVE TILE ~,~____IN.
WELL:
CONSTRUCTION
BUILDING
FOUNDATION__
CESSPOOL
NEAREST NEAREST SEPTIC
, LOT L-~"~"~ SEWER LINE TANK__
OTNER SOURCES ~.~
APPROVED DISAPPROVED REMARKS
DEPTH .......
SEEPAGE
SYSTEM
DISTANCE FROM:
DISTANCES:
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL: ~"~'~/~' p/R/"~/¢4'7'£p
LOT SLOPE:
REMARKS:
Form EQ-032
DIAGRAM OF SYSTEM
DATE
APP ROV ED ~::~ ,/~~
G.A.A~.
~ /¢ :~.;~?GR EATER.~ ANCHORAGE AREA BOROUGH
~% / %~'~'V DEPARTMENT OF P'NVlRONMENTAL QUALITY
SEWAGE DISPOSAL~Y, STEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION .
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT ., DRAIN FIELD / , OTHER
TYPE AND SrZE OF FACILITY TO BE SE,VED "> Z->~¢~I i
PERMIT NO._
FINANCED THROUGH
so,L TEST RESDLTS
COMPLETION DATE ANTICIPATED
TO BE INSTALLED BY
NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
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.
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIt
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK . SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MA~N TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK. SEEPAGE PET
TO RIVER, LAKE. STREAM.
,DRAIN FIELD
DRAIN FIELD
SEEPAGE PIT
,ALSO CONSIDER AREA WELLS.
. SEEPAGE PIT
/
, DRAIN FIELD //~
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING 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
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
SEEPAGE AREA SIZE
CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
'~,! //.~ ,']//APPLICANT'S BIGNATURE..~ :,.''.",-':'//
DIAGRAM OF SYSTEM
Performed for
GREATER ANCHORAGE AREA BOROUr''
Department of Environmental Qt
3330 "C" Street
Anchorage, Alaska 99503
SOILS LOG - PEROLATION TEST
Dr. Reinbold
Date Performed
Le§a I Desc ri p~-i-oqqV.-~6-l~q -iS-e-c~Ei~
This form reports: Soils log
Depth
Feet
(SM)
Silty Sand (Backfill)
Feat
3 -- Inlet
SW Well Graded Sand and Gravel
with sparse pockets of Silt
(125 SF/BR)
lO:
11 -
12
Bottom of Trench
13--
lq.-
Was ground water encountered?
If yes, at what depth?
Percolation rate minute. Yes No
Proposed ins~alla~-~n-:-'-~e~-~}le Pit Drain Fie'Id
i)cpth of Inlet 3' . Dept~-~J~ti~[~-'pit or trench
COMMEIITS: Prd~5~-6~-J0-"~-~6nch No ground water or
'C-(:-r~i
Performed Dy: A. C.
N 8b.l~-~ - H~d2~m ....... L ab
EQ 040 (6/74)
t~ con,act, u:~ aL 27z~-4~,0'I, extension 135.
Si h c,:! r :_: iy ,,
$~ni Lari
MATERIALS TESTING · QUALITY CONTROL
SOILS ENGINEERING
2204 Clevetond Ave.
RO. Box I0-1126
Anchoroge~AK. 99511
277-02BI
710 Third Ave.
P.O. Box 2540
Foirbanks, AK.99707
457-1267 - 456-5155
SE, FIC SYSTEM
ADEQUACY REPORT
JOB NO. CTT, 79-299
DATE OF REPORT 12/7/79
DATE OF TEST 12/4/79
LEGAL DESCRIPTION °
LOT i BLOCK 2
OR SECTION
HideaWAY Hii1
S SUBDIVISION
, 7 N, R__W, S.M. , ALASKA
PERFORMED FOR:
Janet Reinbold
3753 W. 100th Avenue
PHONENO 279-5408
REQUESTED BY]
Robert York
~opper Realty ]577 C Seree~
nnchorage~ Alaska 99501
PHONE NO. 27--%,-0225
TYPE OF SYSTEM i ~
[]
[]
NUMBER OF BEDROOMS 4
SEPTIC TANK WAS PUMPED .'El YES
SEPTIC TANK - SIZE
CRIB OR SEEPAGE PIT
LEACH FIELD
[] NO
ABSORPTION RATE: AVERAGE Z4 HOURS
SURGE RATE: 75 GALLONS IN
~no0 GALLONS
12.11LGALLONS.
15 MINUTES.
NOTES ~ OBSERVATIONS' Poor results ma~ be due to posibl~ improper
installation of the clean out at the end Of seepage tl{ench.
TEST PERFORMED BY: D. Paul REPORT PREPARED BY: D. --Paul[__ APPROVED BY'
~TORAGE
HALLIGAN OR.
547
PTARMI G,O,N CT.
GR. 1541
Muldoon Area Reference Map--P4
61
76 -.,~ ~,-.-
I"
91
77
COPYRIGHT 1990 JMR