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TEST HOLE
MONITOR TUBE
SEWER CLEANOUT
WELL
PROPOSED LEACHFIELD
EASEMENT
SUBDIVISION PLAN
LEGAL: LOT 56, T15N R1W SECTION 30
OWNER: N/A
CONTRACTOR: N/A
JOB #94-038
DATE: 08/08/94
SCALE 1" =100'
AEAGLE RIVER ENGINEERING SERVICES
P.O. .Box 773.294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
OF A
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to
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c •. LOUIS A. BUTERA
fly CE -6736
PERFORMED FOR
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
Sewc.,rc( / Rots
LEGAL DESCRIPTION: Lors6
TH-1
0
(ENGINEER'S SEAL)
DATE PERFORMED:
Township, Range, Section:
OR NUML15 BQo' -1 SL- /LoAd
(Sp) 54NO SL161•11 stLr
CutNTENT HINoe. St.vu614
NED•DENSE
.0
(6P/6N) Ci-AvE,, SAND, 5LI &H1
SILT CoHrEkJT
(SP/SH) EaND ‘4/ SILT
T.
-77 11 -
(6p/6H) 6eAvatSI a rew UAL
sANO,
DENSE-
12
ENSE
12
13-6 ////
14 - Y///
bI,UL- &? E'(
e.,11.T /cLAY/G-2A4.L
15-
16
17-
18
19-
20 —
F
Et? cr
rf
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.- - �,
e3 o , Luuis AO Bulera • J0!
N••. CE -6736 • �`a'm�
,' . f»
3 U
Si
SLOPE
WAS GROUND WATER
ENCOUNTERED? YES
Gees @I2
IF YES, AT WHAT
DEPTH?
E
Depth to Water Altera
Monitoring?, ILS pate• $/12/99
$/11/941
16N IW Sao
SITE PLAN
T
N
SE
511"
p
AN —
Reading
DateGross
Time
Ne
Time
D pth
Waterto
Net
Drop
SOAK
%/5/99
17,1,0
1243
RAN AWAY 4
RAN AWAY <lo
10 MIN
MN
II
t31o:31
3.0 MIN
-9z46"
3i' "
I
D
2
11
,1314 :31
30 MIN
-9%6"
3 146''
5
11
1318=55
3.o.'IN
-9 'ie
3%`6,I
PERCOLATION RATE I .0 (Ininuleshnch) PERC HOLE DIAMETER 611
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS 1NSf/.1LL I•ZS� LD fED MT '(o 1'1,51
PERFORMED BY GH/EKES I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE' -,7.4:4
72-108 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825"L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: ScWALC J}//Z o.fj'
LEGAL DESCRIPTION: LoT56
TH-z
2
(ENGINEERS SEAL)
DATE PERFORMED: 43/11/91-1
Township, Range, Section:
P
�IF% T
-
P
of;, 5e0\ $1 SIIt/LOAri,CRAN*E
U.At ° off . r aAVEI.
Q.,.% t EAvEL7'MHD SILT
•(5P) HE.U.OaRE, NEP. OENSF.
(6r1) 6E-AVEI., SILT sAryD
SLOPE
10-
11
(5P} PiWOV enL<,V(n1-110a
12-
13-
14 -
(6H') c R&UE.Lr SILT,
SAND, NoIStla/
Del -Miry
15 -
16-
17 -
18
19-
20 -
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Pa•..,9 .. •.a.. .L.a•n...w. o.. • r
0 i
SF% Louis• A. Butera•• '•hof
4 J+'•. CE -6736 1 \,I"a+s
WAS GROUND WATER NO
ENCOUNTERED? IV
S
IF YES, AT WHAT A L
DEPTH? / O
P
E
Depth to Wale r I $/)Z
Monitoring? -��H - Dale /99
16.N IW 530
SITE PLAN
N
6E
SITE p
tar
Reading
Date
Gross
Time
Ne
Time
' Depth to
-Water
Net
Drop
SOMC
&-5-99
RA0Aw1SX iC
IbHiN 1.h
I
II
IV-IV:16
3.0 KIN
`1)/(61/
LI/1611
T.
11
1396:37
3.O MIN
/1446"
11`1/ib""
3
11
135otSS
-3,o MIN
716"
WIC
I7
PERCOLATION RATE "..11(minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 145
FT AND 5'5 FT
COMMENTS INST60u,0.5"SLoTTF_p tit" to 19/91
PERFORMED BY'
c- 6.6
CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE' 8/iB/sY
72008 (Rev. 4'85I
11-9 P"\TPLI"
I
�/B9 0 5CP if/
M
,/St aSo Z/'y/
ASBUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
T/Sy,O.f�.OQ 40fl SC flCB
AND THAT NO/ ENCROACHMENTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THE EXISTENCE OF ANY
EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDI
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BOUND-
ARY LINES.
SEWARD & ASSOCIATES LAND SURVEYING 694-0829
SCALE:
/77,5
DATE:
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