HomeMy WebLinkAboutRAVEN WOODS #1 BLK 4 LT 4Raven Woods
Block 4
Lot 4
#015-232-29
GP~jI'ER ANCHORAGE AREA BOROI.~!
DElrARTMENT OF ENVIRONMENTAL 0.UALl'r'r
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORI' ON-SITE SEWAGE DISPOSAL SYSTEM
__ADDRESS ~JlC [~£ ~ ,,!~' ,:'?i'~
NAME ~tji:!,L -/. Z /v~/-/--Z J<:'~ ~ __PHONE~
SEPTIC TANK: / '/
DISTANCE FROM WELL ~' ~'/' MATERIAL ?/?~'~J" , .. NUMBER OF
~ x. jf~ ,// COMPARTMENTS
LIQUID CAPACITY /-?,';'(~ GALLONS. INSIDE LENGTH. INSIDE WIDTH
LIQUID
DEPTH
SEEPAGE SYSTEM:
NUMBER OF PITS
LINING MATERIAL_
NEAREST LOT LINE
SEEPAGE
OUTSIDE DIAMETER OR W~DTH /~ , LENGTH
~(.Cji ,i),L.*it~.' DIS]ANCE FROM WELL /'~!:(: /
t .! TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
DEPTH
, BUILDING FOUNDATION =~'~ (/.
SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELl
NUMBER OF LINES
ABSORPTION AREA___
DEPTH: TOP OF TILE TO FJNISH GRADE
TOTAL LENGTH
FOUNDATION , NEARESf LOT LINE , OF LINES
DrSTANCE BETWEEN LI~-JE$ - ............... ~NCH WIDTH ........ I-N.ffOTAL EFFECTIVE
... ~:'~ SQ. FT. LENGTH OF EACH LiNE
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE
WELL:
TYPE
LOT LINE //J I't
¢' DISTANCE FROM ,' WATER ..
; DEPTH ~ , BUILDING FOUNDATION._.- SAMPLE_ , NEAREST
NEAREST , SEPTIC ~'t SEEPAGE i OTHER ~4/~ A ~r
, SEWER LINE -;:'C: I' _,TANK .~( , SYSTEM_ /((- , CESSPOOL /fC(;j~/r~, , SOURCES .~./w:,,'
DISTANCES:
DIAGRAM OF SYSTEM
DATE ZZ/~~: /(/ / ¢~,-~ APPROVED ~ (~'.4 ir/(~4; ~, ....
G .A.A.B.
MUNICIPALITY OF ANCHORAGE
DEPT, OF HEALTH &
ENVIRONMENTAL PROTECTION
r=AUG 1 9
RECEIVED
Karl Engelke
.1~ C~ ~oad
June 27~ 1972
0 Fro '~' to 35 Ft.
Gravel and brown silt with some cobbles
35 Fro to 75 ~to
7~ Ft, to ICh Pro
IOh Ft. to I20 Fto
Brown silt and gravel '
glacial till ;~ith trace of clay
Brov. m silt ~rlth pea gravel
Ft. to I30 Fro
LWlrty fine sand
I3~ Ft. to I~I Ft,
IhI Ft. to I~k ~
Clay and gravel, waterseeps in slowly
Fine sand WB
Ihh Ft, to 168 FT.
Heaving sand
~6~ 7T. to I72
~mne gravel :~tn sand
I72 Yt~ to 177 Ft.
Fine gravc! v~ith concourse sand ~, heaves zn
-T
two to five ~ .
I77
~lne¢?Zedo~ and ccurse gTavel water bearing
~0 Ft~ h~ad
se2~h 177 UT=
DD 152 ito
~ ~ / .,~f GRE*~I~E:R ANCHORAGE: AR~A BO~OGH ~]~
· ~ ~ lJ~ ~ D~PARTM~N~ OF ~NVIRONMENTA~ QUALI~ P~RMIT NO, /~/~
t~ J /~J~-- 3500 TUDO~ ROAD POUCH 6-650
INSTALLATION OF; SEPTIC TANK
TYPE AND SIZE OF FAC]L]TY~3~. E SERVED
SEEPAGE PIT
TO BE INSTALLED BY
· DRAIN FIELD. i OTHER
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TES'T
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
DIAGRAM OF SYSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT w
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK -, SEEPAGE P[T
WELL TO SEPT]C TANK
DRAIN FIELD
DRAIN FIELD.
/
· SEEPAge PIT
ALSO CONSIDER AREA WELLS,
WATER MAIN TO SEPTIC TANK , SEEPAGE PIT
DRAIN FIELD ~ .
CAST IRON INTO AND OUT Of SEPTIC TANK AND INTO CRIB CROSSING GAP Of
EXCAVAT]ONS FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED W]TH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATION REGARDING 'NSTA~LAT~.ON,
/~EAI~TH :~TH ORITY
[ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATE]R ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DEscrll ~ IN AccOrDAr ? '7
/
327 EAGLE STREET
ANCHORAGE~ ALASKA 99501
CA[,:] :/
Soil Charac'c eris~ics
I I ..l"
7'
Location Sketch
~ Depth To
?" ~"
· -- :
Fro~wsed i nst al~i~Seepage
Deo~h'Of inle~ Depth To B~tom Of Pi~
Test Performed B~,:._
D~,:
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