HomeMy WebLinkAboutWESTGATE PARK BLK 7 LT 3Bloc '
7
GR; TER ANCHORAGE AREA BOROV-H
E~.'~ARTMENT OF ENVIRONMENTAL QUALi~:
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING
ADDRESS.
DISTANCE FROM WELL_
LIQUID CAPACITY.
J,'r2 DC GALLONS.
COMPARTMENTS
J.(/.::[l: i 7'"/O '7c~
LIQUID
INSIDE LENGTH ~" INSIDE WIDTH~ ,~ DEPTH __
SEEPAGE SYSTEM:
NUMBER OF PITS
LINING MAIERIAL
NEAREST LOT LINE
SEEPAGE PIT: /VO/~/'~/7
OUTSIDE DIAMETER OR WIDTH.
DISTANCE FROM WELl
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
, LENGTH , DEPTH
BUILDING FOUNDATION
SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF L,NES
ABSORPTION~.~ :;//
DEPTH: TOP OF TILE TO FINISH GRADE_
, FOUNDATION ,NEAREST LOT LINE
J~IST~"CE BETWEEN LINES TRENCH WIDTH
SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER MATERIAL BENEATH I'ILE
TOTAL LENGTH
· OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE TILE
WELL:
TYPE ~'t~ ~.L~7,V' , DEPTH
NEAREST
LOT LINE , SEWER LINE
DISTANCE FROM WATER
, BUILDING FOUNDATION SAMPLE , NEAREST
SEPTIC SEEPAGE OTHER
., TANK , SYSTEM , CESSPOOL . SOURCES__
DISTANCES:
DIAGRAM OF SYSTEM
DATE ~'//~¢~,,~/, ,/(~7~z APPROVED /~ ~//'-(-~ ~ (~.A.A.B.
Gre/~-r/er ANCHOrage ARea BOF~ugH
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO,
.2
INSTALLATION OF: SEPTIC TANK SEEPAGE PiT DRAIN FIELD
COMPLETION DATE ANTICIPATED
OTH ·
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 PROSECUTION.
SEPTIC TANK SiZE TYPE SEEPAGE AREA SIZE TYPE ~
~UIREMENTS DIAGRAM OF SYSTEM
MINIMUM
DIS'
FOUNDATION TO S~TI~/TANK ~
FOUNDATION TO SEEPAGE PiT
SEPTIC TANK TO SEEPAGE PiT WALt
SEPTIC TANK -, SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD-
SEPTIC TANK, ., SEEPAGE PIT
TO RIVER, LAKE, STREAM.
DRAIN FIELD
, SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
, SEEPAGE PIT
DRAIN F]ELD
GRAVEL BACKFILL
CAST IRON iNTO AND OUT OF SEPTIC TANK AND iNTO CRIB CROSSING GAP OF
EXCAVATION 5 FEETINTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON S~PHON PIPES ON SEPTIC TANK AND SEEPAGE PiT
FiTTED WITH AIRTIGHT REMOVABLE CAPS,