HomeMy WebLinkAboutSUNSET HILLS WEST BLK 4 LT 19ALoT'
GRF 'ER ANCHORAGE AREA BOROU"' 't
DEr~RTMENT OF ENVIRONMENTAL QUALI1,
3500 TUDOR ROAD ANCHORAGE[, ALASKA 99507 279-868§
INSPECTION REPORT ON-SITE SFWAGE DISPOSAL SYSTEM
N AM E ~'~,~' 'f',. ~ ~ MAILING
*'~r ~ '~ b '~-'~' '~ ~ ~ _~ ............... ADDRESS
LOCATION ~ l ~ LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE FROM WELL ~')~-oQ~'~-~,
LIQUID CAPACITY_~ ~)?~xC)
MATERIAL
NUMBER OF
COMPARTMENTS
LIQUID
GALLONS. INSIDE LENGTH. INSIDE WIDTH .~DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS -L ........ OUTSIDE DIAMETER. OR WIDTH l(.o I , LF~NGTH ~ ~ /
__ , DEPTH
LINING MATERIAl /-4(..~ (c~_ ('~ ~)-,k~ _. DISTANCE FROM WELl ~--"1~_,~)¢~.'~Z ~) BUILDING FOUNDATION__
NEAREST LOT LINE ~",~O TOTAL EPFECTIVE ABSORPTION AREA (WALL AREA). CJ,>/'-/'C~/ SQ, FT.
TILE DRAIN FIELD:
.~NUMBER OF ~bif'lESAREA ..... DISTANCEsQ. FT.BETWEEINLENG~~LINES / TRENCH WIDTH \~.~ __~.// EFFECTIVE
DEPTH: TOP OF rILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATEI TILE IN. ABOVE TILE
WELL: ¢::) DISTANCE FROM WATER
TYPE~-~,D,~s%'~ DEPTH , BUILDING FOUNDATION. SAMPLE NEAREST
NEAREST SEPTIC SEEPAGE OTHER
LOT LINE ., SEWER LINE , TANK , SYSTEM .... CESSPOOL , SOURCES__
~',.~.~,~ - ~,,\\ Q.~9~%%~ \0..¢.:,~ DIAGRAM OF SYSTEM
DISTANCE-S:
APPROVED ' --
G,A,A.B,
/
GREATER ANCHORAGE AREA BORO~'~_
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
FINANCED
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED~
NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECIJTION.
SEPTIC TANK SIZE
MINIMUM DISTANCES, REQUIREMENTS
FOU~DAT]ON TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT ?~
SEPTIC TANK TO SEEPAGE PIT WALL
TO NEAREST LOT
SEEPAGE AREA SIZE TYPE
WATER MAIN TO SEPTIC TANK --, SEEPAGE PIT
DRAIN FIELD
~5-~ ' /Ob r
SEPTIC TANK, , SEEPAGE PIT DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
~EXCAVATION S FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPT]O TANK AND SEEPAGE PIT
FITTED WITH AIRTIGht REMOVABLe CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
LICENSED DESIGHER
I CERTIFY THAT I Am FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SA~D CODE.
Performed For
Legal Descrintion:
This Form Re~orts
350D TUDOR R!IA!3
A~ICHORAGE, AI.ASKA 99502
~)ate Perfornled
L o t_13_._l; 1 oc k__tL.S u rSd i v~ S l on___ 3_un ~ _ _~_cll~.
Soils l. ofl.~_ ..................... Percolation Test ....
qeDth
Feet
Soil Characteristics
Was Ground Water Encountered?_~_~_5-
~ Yes, At what Depth?__ / 15_ ...........
Read,hq DaLe Grnss 'l'~me
Net Time j Oenth to 1!20 Her Dr'oni!
Percolation Rate 'liqufle - .................
>rnnose4 Installatien:
~eoth of Inlet [)enl;'h-'Fn [~()-~t~>*t,, r~ Pit r~~ '1'~"~-~}~ '
~..____..___.~F.m,q.N~ : -
~ 9 ~ r~a ,~ e~ ~:,,. .............
Test PerFormed
T.H. -t
6-19-72
0.0~
SILTY SAND W/SOME ORGANICS~
A GRAVEL (GM)
SILTY SAND (SM)
Ne water table
Note: Hole excavated with tractor mounted
backhoe.
DATE
Don J. Vanderjdgt Property
Engineering Eh Geological Consultants LOG OF TEST 130RING
ANOHO~AQ~~~~__.FAIF~OANKS ALASKA ,~u..^u Anchorage Alaska