HomeMy WebLinkAboutLAKE RIDGE TERRACE #1 BLK 8 LT 7
-'t ANCHORAGE AREA
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
LOCATION
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH
MANUFACTURER S ~-~--t < S ~'e~.~ ~,... MATERIAL
INSIDE WIDTH LIQUID DEPTH__
NUMBER OF
~-~- ~- COMPARTMENTS
LIQUID CAPACITY /O00 GALLONS.
SEEPAGE PIT:
NUMBER OF PITS DIAMETER OR WIDTH ~'~ LENGTH ~31, DEPTH
LINING MATERIAL Lo~ CRIB SIZE: DIAMETER ~ DEPTH DISTANCE FROM: WELL
~' TOTAL EFFECTIVE
BUILDING FOUNDATION ~-~'~, NEAREST LOT LINE Z'$~ ABSORPTION AREA (WALL AREA)
SQ. FT.
ADDITIONAL ABSORPTION
TYPE CONSTRUCTION DEPTH
BUILDING NEAREST NEAREST SEPTIC
FOUNDATION LOT LINE SEWER LINE TANK
CESSPOOL OTHER SOURCES.
APPROVED DISAPPROVED REMARKS
DISTANCE FROM:
SEEPAGE
SYSTEM
DISTANCES:
DIAGRAM OF SYSTEM
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Performed For Berg U~erground Construction
Legal Description: Lot 7 Block .8
This Form Reports Soils"Log '. x~-'
DepthSOll T. est, Must.Be Lo§ged To 4'
Feet . Soil 'Characteristics
GRL ,ER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONNENTAL QUALITY ~a.s~'~/~]? ~
3330 "C" Str'eet ' ·
EA BOROUGH
A N C H 0 R A G E, A L A'S KA 99503 .~,~ ^~c~,?~o~ Qu~"~
Dated Performed No~ember 2, 1973
Subdivision La~e R£dge ?e~race, Add. #1
Percolation Test
Below Proposed Seepage System -
Brown Silty Gravel
with sand pockets amd seams by 6'
with sandy gravel seams below 10'
(GW)
No
Was Ground Water Encountered?
If Yes, At What Depth? .......
Reading Oate 'l' Gross Time Net Time Depth to H20 Net Drop
at Rate Minute "' '~'..
Proposed Installation: Seepage Pit xx Drain Field
Depth of Inlet Depth to Bottom 'of Pit Or Trench'
COMMENTS: 190,,,sq. f~. of, drainage area is required, per bedroom~ .....
Test Performed BY R.E. Carlisle
ALASKA MINERAL & MATERIALS LAB
Date Certified BY:
Date: