HomeMy WebLinkAboutSCIMITAR #2 BLK 2 LT 37MUNICIPALITY OF ANCHORAGE
Hee L and Environmental Protel on
Fourth Floor West
825 L Street
Anchorage, Alaska 99501
264-4720
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INSPECTION REPORT (JN -SI"T"E S11 --W OF DISPOSAL YSTH,i
1 M �56v� %1AILING ADD RES S-_cb ( ! !�12 ov`� ` �� 1"Pt-IONE _ �.�' 9 -CL-6-
LOCATION
6_LOCATION"`�'^'_�=-�_LEGAL LESCRIPl"ION -�_� �-_`-A_ !!�'r L�—'—
c -A
SEPTIC TANK
DISTANCE
NUMBER OF
- G Suv.r--P;AA"r;=..RIAL_r ��5�__COPAPAf'tTfAENTS_-
FROP�t WALL_---._— "'�Ar.Ji`,",C7UR_R.-- ------------�{--
INSIDE LENG'F1 INSIDE `dJIDTFi
-i___ __. ___ r a ^
__ -__-_ _.__- LIQUID DEPT -____._ LIQUID CAI''ACITY_ ov�.JGALLONS.
TILE DRAIN FIELD:
( ) TOTAL LENGTH ,
DISTr'•NCE FROM \"JELL /_.0_S_I f=OUNDATiON_-�?<%.___PJEAA�REnST LOT LINE_-_ _�__--.Or LINE a �F
# of Lines l DISTANCE BETWEEN LINES _.-NM-_.--TRENCH WIDTH�IN. TOTAL EFFECTIVE
AB50Ri'TI: CJ ,",R EA_ _Ll-' (.(;, SQ. FT. LENGrIT OF EAC F'. LIPJE -- '� I--- -- --
" I DEFTIi OF FIL -i"ER
FP] I OF O% T I' ! TO Fi 41511 GRt:DE __-3_ MAIER!AI_ BENEATH "FIEF ._� � _IN. ABOVE TILE Z IN.
SEEPACL PIT:
D1 1MF-rER --_ 0 V1IDTIT (_ENG 1H_—, DEPTH
Log Crib Rings Crib Size: OIv,•1ETE.!t_____uErTH._____DISTANCE FROM: WELL
-- TOTPL. E F FECr1VE.
BUILDING FUUNDAI W!___" NEAREST [-OF LINE ABSORPTION AREA (MALL AREA) SQ. FT.
,dell, `s
Class: (_�� Depth:
- I I I 1JLI-1Yi_ 1_
Well Distance To: Lot
— I
:
Bld �
g• apa- Sewer Line: -
Pipe Materials:
I i
of Bedrooms
Installer:
I ,
Remarks:
r
1 I
I i I • IoI{� I (j*IC
0
DAFF_44ho- APPROVED _
`
�
DEPHRTMENT HEHLTH HND ENVIRONMENTHI ECTION �iotU
2516 ETUDOR RD, HNCHORHGE, HK99507 \
276-2221 / �
� li"'ll 1C INI-A —�Y T J. :H' 11 'I'll ll� if If' IfJ
PERMIT NO ( 76875 )
RPPLICHNT J1'. 1" 1 A I I Fp 1'.4 *^D -
LOCHTION TULWHR DR
LEGHL L]7 B2 SCIMITHR SUBD LOT SIZE 71881 SQUHRE FEET
TYPE OF SOIL HBSORBTION SYSTEM IS�
MHXIMUM NUMBER OF BEDROOMS
TRENCH
THE REQUIRED SIZE OF THE SOIL HBSORPTION SYSTEM I5�
A IIF--::" g* -:-Ii 11 11C..��~����� �
. -� ������������ �E-.'-
X.
BHCKFILLING OF HNY SYSTEM WITHOUT FINHL INSPECTION HND HPPROVHL BY THIS
DEPHRTMENT WILL BE SUBJECT TO PROSECUTION
MINIMUM DlSTHNCE BETWEEN H WELL AND HNY ON~SITE SEWAGE F" Cl SYSTEM IS
J. FEET FOR H PRIVHTE WELL OR 200 FEET FOR H PUBLIC WELL
WELL LOGS ARE,— REQUIRED HND MUST BE RETURNED TO THE DEPHRTMENT WITHIN ]0 DHYS
OF THE WELL COMPLETION
SPECIFICHTIONS HND CONSTRUCTION DIHGRHMS F1E HYAILHBLE TO INSURE PROPER
lNSTHLLRTION
/
ISSUED B
MUNICIPALITY OF ANCHORAGE
Department of Health and Environmental Protection
SOILS LOG
�9.- --99rT
Performed for Jim Samson
Legal Description Lot 37 Schimitar Sub,
%I
Date Performed 10/16/76
red brown saw silt w/organics MIL pe c=275 ft2/
bdrm
brown gray sandy ravel with some silt (GW -GM)
pert rate=160 ft2bdrm
brown gray sandy well graded gravel with 'trace
silt and boulders to 2 ft. in diameter pert rate
120 ft2/bdrm
Total Depth = 16 ft.
no water table encountered
AVERAGE PERC RATE FROM SOILS LOG = 142 ft2/bdrm
Percolation Rate minute
n
2
71.:
4
6
6:b
P
10
+,
a
6
12
s ' Q•
C)
14
16
%I
Date Performed 10/16/76
red brown saw silt w/organics MIL pe c=275 ft2/
bdrm
brown gray sandy ravel with some silt (GW -GM)
pert rate=160 ft2bdrm
brown gray sandy well graded gravel with 'trace
silt and boulders to 2 ft. in diameter pert rate
120 ft2/bdrm
Total Depth = 16 ft.
no water table encountered
AVERAGE PERC RATE FROM SOILS LOG = 142 ft2/bdrm
Percolation Rate minute
n
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SCIMITAR SLE,CIVIRIOJ
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