HomeMy WebLinkAboutGRECIAN HILLS BLK 3 LT 50 0
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GRECIAN HILLS SUBDIVISION
LOT 6
XK�
94.5
I
Proposed
84.0 RR6V4P
Zo PRO
i F. EL. 02 /
FCo
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/ tic
sement
\ I 1,000 Gallon /-------- -------' --
' Sep is SV
' 2CO MT
CO
FS — 2 --
00 g_ MT
I N ' —
I— _ •------ ---- ---------
w ' LOT 4
ion l ren s
CAN
O N
' O u L1TY 3 LOT 5
I Z I EASEME a0
A T '
263S.
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1
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DRAINAGE WA e
I I
I
UTILITY
0EASEM T
I--- --------------- ----------- ------ ---
ALT_ NATE SITE: j
Advante otment System N 89 812"W 100.00'
w/25' x 5' Wide x 1' O
Effec ' e De Absorption
Tre Appli tion Rate 4 OUR OWN SANEOF
eeR S��ii
LEGEND CONTOUR INTERVAL - 2'
MT - Monitor Tube AV ♦' 49th 00
CO- Clean Out 1........ ..... ....::.....`
TH - Test Hole
2C0- Double Clean Outio 1.............. .. .......:.:.....
FSV - Flow Splitter Valve SITE PLAN � � •= MICHAEL E. ANDERSON
FCO - Foundation Clean Out
•� f • NO. CE-4381 ��!
SV - Septic Vent �♦ �1%. r: � AV
SCALE 1 " = 40' ♦( j�
♦♦`14% ESoS.++++ •e
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2
3
4
5
6
7
10
11
12
13
14
15
16
17
18
19
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Lots 5, Block 3, Grecian Hills
PERFORMED FOR:
DATE: 7/15/13 PROJECT No.: _
PARCEL ID#: TECHNICIAN: JB
TEST HOLE 2 1
GM/ML
SLOPE
` 49th `
..d.......�.......� ...............
MICHAEL E. ANDERSON
No, CE-4381
Professional
WAS GROUND WATER ENCOUNTERED? No
IF YES a WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: None
DATE OF MONITORING: 10/15/13
E
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
7/15/13
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
4:40
3.75"
2
5:10
30
5.88"
2.13"
3
5:11
3.5011
4
5:41
30
5.63"
2.13"
5
5:42
3.62"
6
6:12
30
5.75"
2.13"
PERCOLATION RATE: 14.1(MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 2 FT. and 3 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 4/2/16