HomeMy WebLinkAboutLAKEWOOD HILLS #4 BLK 1 LT 9
GREA~R ANCHORAGE AREA BORC
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
,H
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
FRO M WELL/¢'¢~'~,~¢,
INSIDE LENGTH /~ _INSIDE WIDTH
MATERIAL __ COMPARTMENTS /
LIQUID DEPTH LIQUID CAPACITY/~"2~('-~GALLONS.
TILE DRAIN FIELD:
D,STANCE FROM WELL FOUNDAT,ON --
NUMBER OF LINES ~ / DISTANCE BETWEEN LINES
ABSORPT,ON AREA ~_4 ~
DEPTH: TOP OF TILE TO FINISH GRADE
TOTAL LENGTH /
NEAREST LOT LINE ¢~ ;"/- OF LINES ZTZ<~
TRENCH WIDTH ~ /IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACFI LINE '~-- /
3 / DEPTH OF FILTER / ~ //
MATERIAL BENEATH TILE (~ '~IN. ABOVE TILE 6 IN.
WELL:
TYPE ~.,4.¢~,
BUILDING
FOUNDATION__
CONSTRUCTION ___
NEAREST NEAREST
LOT LINE SEWER LINE
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
, TANK_ SYSTEM
CESSPOOL
OTHER SOURCES
APPROVED .... DISAPPROVED
DISTANCES:
/
SEWER LINE DEPTH:''~
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
REMARKS
,¢~ DIAGRAM OF SYSTEM
DATE
G.A.A.B.
Form EQ-032
GREA,ER ANCHORAGIE AREA ~3OR ,JGFI
DEPARTMENT OF ENVIRONMENTAL QUALt'r¥
3330 "C" STREET ANCFIORAGK, ALASKA 99503
TELEPHONE AY4-4561
S[WA6[ D"SPOSAL SYST[M-~-- APPL"CATION AND PI"MIT
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD ~, OTHE~ ,,
FINA"CED THROUGH ....... TO BE INSTALLED BY ~__~;--~..A~ ....... '
' ' OTB: THIS PERMIT IS ~OT VALID WITHOUT SOIL TEST
COMPLETIO~ DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED, BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION bY THE
DEPARTMENT OF ENVIRONMfrNTAL QUALITY AUTHORITY WILL BE SDBJECT TO PROSECUTION.
SEPTIC TANK SIZE l~-~1~"~) TYPE SEEPAGE AREA SIZE ~_' '~¢¢p~V'Ty~ ~*g_ _ ----
DIAGRAM OF SYSTEM
I~INIMUM DISTANCES, RE(~UIREP4I~'NT~, ./
FOUNDATION TO SEPTIC TANK ~'~"¢~'~
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK, __/~/~), SEEPAGE PIT /~")_, DRAIN FIELD
, SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
_, SEEPAGE PiT
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
~CENSED DESIGNER
A BOROUGH THE ASOVE
i top- The sediments were fairly
i soil loose with a low water con~
i & tent. 'fine depth to the Gw-
Iback Sp contact was not constant.
3 ! £ill
sp !
"",:'::~?~;:', '; 3 £~'"O, ii .... 8~" ; 3 £t Sp.. at 15:0 sqft/bdPm
calcu]ated average 117.5 sq£t/bd_~m '
OFF'I¢£: 272.0619
CIVIL ENGINEERING AND LAND SURVEYING
3107 2gTH AVENUE · ANCHORAGE, ALASKA 99503
Ma,¥ 21, 1973
RESIDENCES2
Greater Anchorage Area Borough
Department of Enviornmental Quality
3330 "C" Street
Anchorage, Alaska
Attn~ M~. Rolf Strickland
This
letter
is
an a~endum to cum soils report dated April 20, 1973,
on the proposed .Lakewood Subidvis$on~.
On May 9, 1973 thi'~ ftz~ did a further investigation on the property.
Six (6.) test holes were dug randonly; the results proved out the previously
stated generalities.
In all oases below the first 1½' to 2' was found silty, fine sand. Due
tc.eq~/pmnet limitations the holes were only dug to 10~$ however, in the ease
of TH #3 an additional 2~ was dug with a shovel which revealed no watar table
or impermeable strata to this depth,
A copy of hole logs and a location map are attached for you~ info~mation.
Cordially
T.~ST_ HOLE,
0-0.~ Forest floor
0.~-2,0
2.~2.4 F~e silty s~d l~er, we~s~t~ated
2.4-10.0 Silty f~e s~d with cobbles~ mois~
TEST aOLES ~/ 2.. ~. 4. 5 & 6
0-0.5 Forest Floor
0.5-1.5 0=ganic silt and roots, moist
1.5-10~0 Silty fine sand~ moist
· TEST HOLE #5
0-0.5 Forest floor
0.5-1.5 Organic silt and roots, moist
1.5-12.0 Silty fine sand~ moist
\0