HomeMy WebLinkAboutROSEBERRY RIDGE ESTATES S-11278-1Roseberry
Ridge Estates
S —11278-1
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1-7
Date: 2/8/05
MEMO
Steve Eng, PE, PH
17237 Bear Paw Circle, Eagle River AK 99577
(907) 694-7028 tel
(907) 694-7026 fax
NorthRimEng@aol.com
To: Dan Roth, Manager On -Site Services
Subject: Roseberry Ridge Estates S/D
Number of Pages: 1 + Subdivision Plat
Lots on the subject subdivision have ample room for on-site wastewater disposal systems
placement. General boundaries have been drawn on the included topographic map. Wastewater
disposal system area for each lot is estimated as:
1. Lot 1, Block 2: 50,000 Ft2
2. Lot 2, Block 2:30,000 Ft2
3. Lot 3, Block 2:30,000 Ft2
4. Lot 4, Block 2: 20,000 Ft2
5. Lot 5, Block 2: 34,000 Ft2
6. Lot 1, Block 1: 40,000 Ft2
7. Lot 2, Block 1: 30,000 Ft2
Private water well placement will not adversely impact these areas.
yA91HPA
..�.........................
Steven W. Eng
PE 6756
...'.Z
��(�jNEERING
S❑ILS LOG - PERC❑LATI❑N TEST
Date Performed: 5/22/04
Performed For: Lee Coy
Legal Description: Lot 1, Block 1
DEPTH
(FEET)
1 -
_
2
Net Time
3
Net Drop
4
5/28
5
--
6 -
--
7 -
Q'
10
10 m1r.
7 '
2.5 '
10
5/28
40
--
11
--
12 -
5/28
13 -
10 min.
14
2.5 '
15 -
5/28
16 -
--
17 -
--
18 -
5/28
19 -
10 mir.
20 -
2.5 '
21 -
Organic
GP
W/ Gravel
T.H.
Groundwater? NN(
Depth
Water Depth
After Monitoring.--
Date: 5/28/04
#
Date
Gross Time
Net Time
Depth
Net Drop
1
5/28
0
--
9.5'
--
2
5/28
10
10 m1r.
7 '
2.5 '
3
5/28
40
--
9.5'
--
4
5/28
50
10 min.
7 '
2.5 '
5
5/28
80
--
9'
--
6
5/28
100
10 mir.
6.5
2.5 '
Percolation Rate 4 min./Inch Perc Hole Diameter 6'
Test Run Between _3' and 4'
Comments:
Performed By NorthRim Fng. I
Performed in Accordance with All
ON THIS DATE. DATE: 5/28/04
r CERTIFY THAT THIS TEST WAS
to/Municipal Guidelines in Effect
NORTHRIM,ti
. 49mf' •..
TESTH❑LE LOG
T. H. 1/1
....
ENGINEERING =
17237 Bsor Pow Clrcls w
rayl* Rl~. Alaska 99377 a �
GE❑TECHNICAL
5/28/04 17 of 7
S❑ILS LOG - PERC❑LATI❑N TEST
Performed For: Lee Coy
Date Performed: 5/21/04
Legal Description Lot 2, Block 1
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
GM
Silty Gravel
T.H.
Groundwater? No
Depth --
Water Depth
After Monitoring.--
Date: 5/28/04
#
Date
Gross Time
Net Time
Depth
Net Dro
1
5/28
0
--
9'
--
2
5/28
10
10 mir.
77/8 '
1 tib
3
5/28
40
--
9'
--
4
5/28
50
10 mid.
77/8 '
1 1/8
5
5/28
80
--
9.5'
--
6
5/28
100
10 mir.
83/8 '
1 1/8 '
Percolation Rate 9 rain,/Inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Comments:
Performed By NorthRim Eng,
Performed in Accordance with All
ON THIS DATE. DATE: 5/28/04
r CERTIFY THAT THIS TEST WAS
to/Municipal Guidelines in Effect
-t�°Fk v
NORTHRIM49m�;
TESTH❑LE LOG
T. H. 2�1
ENGINEERING
17237 Boor Pow Circle a ..
q
EGV* Riw, Alaska 99377 D
GEOTECHNICAL
5/28/04 2 of 7
S❑ILS LOG - PERC❑LATI❑N TEST
Date Performed: 5/22/04
Performed For: Lee Coy
Legal Description: Lot 1, Block 2
Organic
GM
Silty Gravel
T.H.
Groundwater? Y(
Depth 11
Water Depth
After Monitorinc
#
DEPTH
Gross Time
(FEET)
Depth
1 -
1
2
0
3
8'
4
2
5
Q:.
6 -
6.75'
7 -
Q
8 -
40
--
9.5'
10 -
V.
5/28
50
12 -
8.25'
13
5
14 -
80
--
15 -
--
16 -
5/28
17 -
10 min.
18 -
1.25'
19 -
20 -
21 -
Organic
GM
Silty Gravel
T.H.
Groundwater? Y(
Depth 11
Water Depth
After Monitorinc
#
Date
Gross Time
Net Time
Depth
Net Drop
1
5/28
0
--
8'
--
2
5/28
10
10 min.
6.75'
1.25'
3
5/28
40
--
9.5'
--
4
5/28
50
10 mid.
8.25'
1.25'
5
5/28
80
--
8.5'
--
6
5/28
100
10 min.
7.25'
1.25'
Percolation Rate 8 min./inch Perc Hole Diameter 6'
Test Run Between _3' and 4'
Comments:
Performed By NorthRim Eng, I
Performed in Accordance with All St
ON THIS DATE. DATE: 5/28/04
CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
N0RTHRIMi:`.aema :�
TESTH❑LE LOG
T. H. 1I2
ENGINEERING ..•
,
77237 Baal Paw Circle, i a s.... w 0.•�
E000 River. Alaska 99377 ♦ ate+.
••.•".''
GE❑TECHNICAL
'of
5/28/04
r67
S❑ILS LOG — PERCOLATION TEST
Performed For: Lee Coy
Date Performed: 5/21/04
Legal Description: Lot 2, Block 2
DEPTH
(FEET)
1 -
Date
2 -
0..Q
Depth
GEOTECHNICAL
4
5/28
5
o'
6 -
7 -
Q'
8-
10 mir.
6.5'3
10 -
.�•
11 -
--
12 -
13 -
5/28
14 -
10 mi
. 7.5'5
15 -
16 -
80
17 -
9'6
18 -
19 -
100
20 -
7.5'
21 -
Organic
GM
Silty Gravel
T.H.
Groundwater? N(
Depth
Water Depth
After Monitorina.--
Date: 5/28/04
t#
Date
Gross Time
Net Time
Depth
GEOTECHNICAL
1
5/28
0
--
8'
2
5/28
10
10 mir.
6.5'3
5/28
40
--
9'4
5/28
50
10 mi
. 7.5'5
F
5/28
80
--
9'6
5/28
100
10 mi
7.5'
Percolation Rate 7 min./inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Comments:
Performed By NnrthRim Eng. LIE]
Performed in Accordance with All
ON THIS DATE. DATE: 5/28/04
;_ CERTIFY THAT THIS TEST WAS
to/Municipal Guidelines in Effect
SE.. .. v
NORTHRIM =*�49m ., �o
ENGINEERING �y
TESTHOLE LOG
T. H. 2/2
17237 Boor Pow Circle, �lk ' „,,,
Eoglo River, Alaska 99577 ��°+� '•., a -a a�
GEOTECHNICAL
.
5/28/04 14 7
SOILS LOG - PERCOLATION TEST
IE-�I�zINEERING
Performed For Lee Coy
Date Performed: 5/21/04
Legal Description: Lot 3, Block 2
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
GP
W/ Gravel
T
Groundwater?
Depth
Water Depth
After Monitorino.13.5'
Dates 5/28/04
#
Date
Gross Time
Net Time
De thNet
Dro
1
5/28
0
--
8'
--
2
5/28
10
10 min.
6'
2'
3
5/28
40
--
8'
--
4
5/28
50
10 mir.
6'
2'
5
5/28
80
--
8.5'
--
6
5/28
100
10 mir.
7.5'
2'
Percolation Rate 5 min./Inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Comments,
Performed By NorthRim Fng. I�'C_
Performed in Accordance with A
ON THIS DATE. DATES 5/28/04
_ CERTIFY THAT THIS TEST WAS
e/Municipal Guidelines in Effect
NORTHRIM Ae,-" �*N
ENGINEERING S
17237 &s r Pow Clrclo
EIWO Rl~. Alaska 99377 X` a�xoa•.i� �
i% ' ...... '
TESTHOLE LOG
T. H. 3/2
GEOTECHNICAL
5/28/04 15 of 7
S❑ILS LOG — PERCOLATION TEST
Date Performed: 5/21/04
Performed For. Lee Coy
Legal Description Lot 4, Block 2
DEPTH
(FEET)
1-
Date
2
Net TimeDe
3
Net Drop
4
5/28
5 -
--
6 -
--
7 -
Q
10
10 mir.
6.5'
2.5 '
10
11
5/28
12 -
--
13 -
--
14 -
5/28
50
15 -
7 '
16 -
5
17 -
80
18 -
9.5'
19 -
6
20 -
100
21 -
7
Organic
GP
W/ Gravel
T.H.
Groundwater? N(
Depth
Water Depth
After Monitorino.--
��i.T�:fl'1:71�L•�
#
Date
Gross Time
Net TimeDe
th
Net Drop
1
5/28
0
--
9'
--
2
5/28
10
10 mir.
6.5'
2.5 '
3
5/28
40
--
9.5'
--
4
5/28
50
10 Mid.
7 '
2.5 '
5
5/28
80
--
9.5'
--
6
5/28
100
10 mir.
7
2.5 '
Percolation Rate 4 Min./Inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Commentst
Performed By NorthRim Eng, I 7
Performed In Accordance with All S
ON THIS DATE. DATE+ 5/28/04
P CERTIFY THAT THIS TEST WAS
to/Municipal Guidelines in Effect
�•Zt CF gC�r40
NORTHRIMyam:•.'ti
TESTHOLE LOG
T, H. 4/2
ENGINEERING
.�.....�
17237 B�r Pow Circle •, .�
lk >,...
Eoyl* Rl~. Alaska 99377,.
n .......
GEOTECHNICAL
5/28/04
13 of 7
S❑ILS LOG - PERC❑LATI❑N TEST
Date Performed: 5/21/04
Performed For: Lee Coy
Legal Description: Lot 5, Block 2
DEPTH
(FEET)
1 -
_
2 -
�,
3 -
.Q
'Q` •.
4
5/28
5 -
;',•.
6 -
--
7 -
Q'
8 -
10 mir.
9 -
:0..•:
10 -
O.
11 -
--
12 -
--
13-
5/28
14 -
10 mir.
15 -
1.25'
16 -
5/28
17 -
--
18 -
--
19 -
5/28
20 -
10 mir.
21 -
1.25'
Organic
GM
Silty Gravel
Dense
T.H.
Groundwater? Yes
DepthTI
Water Depth
After Monitorino.13.5'
Date: 5/28/04
#
Date
Gross Time
Net Time
Depth
Net Drop
1
5/28
0
--
8'
--
2
5/28
10
10 mir.
6.75'
1.25'
3
5/28
40
--
8.5'
--
4
5/28
50
10 mir.
7.25'
1.25'
5/28
80
--
8.5'
--
5/28
100
10 mir.
7.25'
1.25'
r65
Percolation Rate 8.0 Min./inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Comments:
Performed By NorthRiM Eng, I
Performed in Accordance with All St
ON THIS DATE. DATE: 5/28/04
CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
CF
NORTHRIM=*�49mr,'�
ENGINEERING
17237 Boar Paw Circle'R"
Eagle Rlw. Alaska 99377 D a -a✓,:
4 .."'.. ' =
TESTH❑LE LOG
T. H. 5�2
GE❑TECHNICAL
5/28/04
11 of 7
FP0M :WRTWlM FAX N0. :9076947026 Aug. 26 2004 11:24AM PS
J�IZI,NEERING FAX
Date: X!26104
Steve Eng. PE, PH
17237 Bear Paw Circle, Eagle River AK 99577
(907) 694-7028 tel
(907) 694-7026 fax
NorthRimEng@aol.com
Number of pages: 1
To: Dan Roth Fax: 343-7997
MOA On -Site Program Manager
Subject: Aquifer Test. Upper Meadow Creek Estates
This confirms my understanding of our telephone conversation this morning:
• A 24 hour flow test is being conducted with one discharge well & two observation wells,
according to MOA guidelines.
• Sullivan Drilling drilled & test pumped all three wells during the past week.
• The discharge well is flowing at 22 gpm; rated by Sullivan @ 20 gpm.
• All three wells are within a medial moraine, In the Meadow Creek Drainage. No bedrock was
encountered_ Wells are 138',133', & 109' in depth.
•
Observation wells have minimal draw -down & demonstrate a continuous aquifer with no
boundary conditions observed.
• A 24 hour recovery test will be conducted on all three wells, followed by written report to
MOA determining aquifer yield.
• The observation wells will not be further test pumped after the 24 hour recovery period.
���NEERING
Upper Meadow Creek Estates Aquifer Test
Steve Eng, PE, PH
During August 25-27, 2004, an aquifer test was conducted on the new Upper Meadow Creek Estates
Subdivision. This subdivision contains 7 large lots and was submitted to the MOA in a 5 August 2004 request
(included). 3 wells were drilled & test -bailed by Sullivan Water Wells. The wells (logs included) exhibited good
flow during test -bailing and the subsurface material is indicative of a medial moraine in the Meadow Creek
Drainage. No bedrock was encountered.
A 24 hour flow test was conducted followed by a 24 hour recovery test. The discharge well and the two
observation wells were continuously monitored during this time. Testing was conducted according to MOA
recommended procedure. Data was graphed on semi -logarithmic sheets (included). Transmissivity was calculated
for the discharge well for both draw -down and recovery:
T = 878.5 GPD/FT (Discharge Well Draw -down)
T = 906 GPD/FT (Discharge Well Recovery)
Observation wells @ 150' and 312' were continuously monitored. The observation well @ 312' had a draw-
down of less than 1 foot. The observation well @ 150' had a maximum draw -down of 14% draw -down did not
commence until after 110 minutes of pumping @ 22 gpm (2420 gallons). Recovery measurements were
consistent with draw -down measurements. Coefficients of Storage were calculated for each observation well; the
Coefficient of Storage for the Observation Well @ 150' is more accurate because of greater draw -down data.
S = 0.61 (Observation Well @ 150')
S = 2.6 (Observation Well @ 312')
A calculation was also performed using the Steady State Thiem Equation, which includes observation well data:
T = 279 GPD/FT
The data demonstrates a strong aquifer with a sustained yield to support the planned residential subdivision. This
aquifer is capable of providing a much larger flow than is required for this 7 lot, single family subdivision.
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PUMPING TEST Discharge Well
Location of Well: Upper Meadow Creek Estates B21,3 Owmer: Lee Coy/John Steiner
Observation Well Depth: 135' Casing Depth -125L Top of casing to static 61' (Driller)
Date Drilled: 8/24/04 Driller. Sullivan Well Log: Yes
DRAWDOWN- 8/25/04,1417 Start -+ RECo,/ fit -/
Time
Fat
TOC
Draw
Down
Time
Fat
TOC
Draw
Down
Time
Feet
TOC
Ra-
ovcry
Time
Feet
TOC
Rec-
overy
0
e/
-
Seo
99
38
0
101.5
-
960
Cl'/I"
32C.
1
7/'3"
/b.ZE
1020
95'
3P
1
Q8'I"
13.3
1020
4 1' o"
39.7
2
77't"
16.2
logo
9 9
31
2
P2'/"
I1.3
1080
K/'9
3i7
3
80' / o"
1q. P
1140
5' 9
V
3
8' L/"
23.1
1140
61. S-
qO
4
X3'.3"
22.25'
1200
/
-?d
4
7e 12S.S
1200
!/.'4e
41u.1
5
?y'10"
25'.8
1260
00
37
5
72%'4'
24 (5
1260
6('Z"
yo.2-
10
88'6'
27.5'
1320
10015
37.5
10
73
2 8. S
1320
(1 '
t10. S
20
7 CJ'3'
2 9. Z5
1380
101
.wlg
72'2"
21.2
1380
e1
25
90',P"
24.7
1440
101, S
410.5
25
727
29 3
1440
6/'
30
9/V
343
1
30 17Z
4,5'
40
V' 130-7
.1845
71. 5"
3,0
50
72' 7"
31. z
50
71 7"
30A
60
z' 7"
31.6
60
0'�"
30. Z
90
93's"
2. 7
90
6y. S
3z
120
74
33.
120
48
33,5
150
`Ja.S
33.5
150
4 J 5
3V
I
180
$, S
rf, S'
180
a' o
. 6
210
6
?S
210
e e. 5
35'
240
973"
3(.25
240
((
3 s. S
300
q 5'
36. S-
300
45
34. s'
360
97,75
39,7f
360
44 s
37
420
4
36.f
420
37.5
480
37
480
540
7e'Y'
13726
540
13.5
38
600
Y , 5
375
600
(3
38. s
660
�T
7,4(
660
L2'f`
a 7S
720
7t, S
37.1
720
47-.5
3
780
95
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780
62',J"
39.t5'
840
99
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840
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900
eiy
3E
900
16 Z
13Y. s
PUMPING TEST -Observation Well @ 150'
Location of Well: Upper Meadow Creek Estates B2 L2 Owner: Lee Coy/John Steiner
Observation Well Depth: 12LCasing Depth.-jL3L Top of casing to static 50'
Date Drilled: 823/04 Driller: Sullivan Well Log: Yes
DRAWDOWN- 8125/04,1417 Start
Elapsed Time
Depth/ TOC
Draw& -n. Wm
Elapsed Time
Depth/ TOC
Dmwdawn.Ipm
0
so
170
8'0.2
C). 2-
s
5
C)
180
-5'0.2
0, z
10
190
Yo. 3
0.3
is
200
50.3
0.3
20
210
5o,3 1
0.3
25
220
,5'0. '/
O, y
30
230
S0,
0.
35
240
So.14
0.+ r
40
270
51.5
1.5
45
300
12.5
2-. 5
so
330
S
3.6
SS
360
S
60
420
SS
S
65
480
Sl '
6
70
540
S7'
75
6W
T7' /0..
7. P
so
660
S9
85
720
90
50
0
780
6o
I D
95
50'
a
840
100
So'
0
900
105
156f
O
960
6 2-
110
ttoS0
r
0. I
1020
115
So• I
0. 1
1080
e3
/3
120
50. t
0. 1
1140
e3, S
/.3. 5
130
So.1
0.1
1200
63.
/3.7
140
1
SQ1
0.1
1260
603.7
13, f
ISO
To. 2
0.2-
1320
3. `l
13. f
160
S O, 2
0.2
1380
)3.10
Mo
(,c{'
/
PUMPING TEST -Observation Well @ 312'
Location of Well: Ut)Mr Meadow Creek Estates B2 14 Owner: Lee Coy/John Steiner
Observation Well Depth: 109' Casing Depth: 109' Top of casing to static 15' (Driller)
Date Drilled: 8123/04 Driller. Sullivan Well Log: Yes
DRAWDOWN- 8/25/04,1417 Start
Elapsed Time
Depth/ TOC
Drawdown, 6iwn
Elapsed Time
Depth/ TOC
Drn down, gpm
0
/o.S
!
170
0,!
. /
5
I
i
180
G .
/61
10
I
190
15
!
200
/o.7
, 2
20
i
I
210
jo.7
Z
25
I
220
10.72-
.2L30
230
/0. 7¢
35
240
10,75
, 2S
40
I
270
/ 0•
45
I
300
0.
so
I
330
. 3
55
j
360
60
I
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420
Me
65
I
480
70
I
540
75
I
600
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80
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660
1 1 /
85
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11. 15
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780
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<
95
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840
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.
100
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11, Z
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105
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74
110
I
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115
O
1080
120
b k0.07
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160
10.6/
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PUMPING TEST -Observation Well (x3150'
Location of Well: UpMr Meadow Creek Estates B2 L2 Owner: Lee Coy/John Steiner
Observation Well Depth: 133' Casing Depth: 133' Top of casing to static 50'
Date Drilled: 823/04 Driller: Sullivan Well Log: Yes
RECOVERY- 8/26104,1419 Start
Elapsed Time
Depth/ TOC
Drawdown. 6pm
Elapsed Time
Depth/ TOC
Dre dog €m
0
Z q
170
57
s
leo
E4.5-
7. S
10
190
SC. ?-r
75
15
200
5 C.2 S
7.7s
20
210
SC, 2
7. F
25
220
5-4c
P
30
230
Sb
1P -
35
240
SS. '?—TT
240
40
270
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e 2S
45
300
SS. S
k 5
so
330
.3
. 7
SS
360
S"5.2 S
8, 7S
60
420
5L{. 8
`1, L
6S
480
sy. l
9.
70
540
b It!
a
75
600
S3.7S
10. zS
so
C.4
—
660
Si. S
10.
85
C3.5
.5
720
53
I1
90
6Z.
I S
780
S2, 8
ll, z
9S
62.zS
1.75
840
52.7
11.3
100
1 1
2, S
900
2.3
ll. S
105
1. 2-r
2.7S
960
5-2.2 S
/ SS
110
4//
3
1020
SZ
/ L
115
Co. 7
3. 7S
1080
S /• e,
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120
120
6 6
a
1140
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130
S-.1,5
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1200
S/, 2 S
12.7S
140
S P. 7 S
5.2S
1260
S/
13
ISO
S a-
C
1320
S/
1
160
S 7. S
G •
1380
S/
13
1440
S
13
PUMPING TEST -Observation Well @ 312'
Location of Well: URM Meadow Creek Estates B2 L4 Owner: Lee Coy/John Steiner
Observation Well Depth: 109' Casing Depth:109' Top of casing to static 15' (Driller)
Date Drilled: 8/23/04 Driller. Sullivan Well Log: Yes
RECOVERY- 8/26/04,1419 Start
Elapsed Time
Depth/ TOC
Dra%dmm Bpm
Elapsed Time
Depth/ TOC
Dmdmm. tDm
0
�I
170
l/.07
5
180
/ 07
/P
10
I
190
11's(
.11
15
1
(
200
11.01
, Z
20
I
210
11,0
.22-
2L25
25
220
ll:D3
z z
30
I
230
. Z 4
35
240
//,a
92-57
40
I
270
10,7-7
. 2.
45
I
300
f 0.45
.3
so
1
330
/61. f 3
, 32
55
360
10.91
. 3 � f
60
420
10. 8h
65
480
1 d.
m
540
10.
. yy
75
600
10.7?
qc
so
660
to. ?7
, qP
85
720
I a. 75
. S
90
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L95
95
840
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. Sq
100
900
a. `7
. SC
105
960
16. d
. S7
110
1020
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57
115
1080
120
1140
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1
130
1200
1 0' J�"
140
. G
1260
to
iso
1320
0' P"
I
160
i 3
I L
1380
6
1440
10"F
Certitieb 3rilling log
by
CM00.db.
SULLIVAN WATER WELLS
P.O. BOX 47027C►M)OU K. AL AMA Oi J67 • " .
:.18t•eerred; `.marl teal Stepped feet
la Pert MborLS gat fae3 ,moo pod feel
Dept►c from teat. to a D teat
Wal Dili ed upon Completion! kr*'s O M
fteVwddn,q- fec" GrNc•.L-jG 6L /op/n
C43 '. -w, ri �CKJ/o
SoQa.i .J
5.4-;4 64O4Jr:�
5,4,1.0 L,4 64a—ir=c—
Sr�'r i Sow I < 644J,;1_
5/7. 40 ±
S+9ad 6.Cr1.i��.c. � u-i�Tt
Driers NMI,-_ 13,A -c f —�
• ..: •:.: • •� • • •:.• i • ••r. • • .:w
ars � . • .- • • •
cerlitieb 3Drilling 3L.o9
by
DOC CO. dn
SULLIVAN WATER WELLS
P.O. BOX a7arM. CtMO K. ALASKA 9MM • -.- ' .
OWER OF I AbKk Z IN Cy Y
ADDRESS:
tEGALDESCRWT? 1W t 12P.l[ M24� ""I
EsT A
PST M1NBEFt ":50413 i)ele of
TAX mufnncATm M D o -'3LI--
Is MR - I - - - at appmwW pari bcMhonR 4'16 a Mo
tehod a Drat %j Afar raay u caw ma
Depth otret IL5--
Cask9TYPe r t WaMThi*nm A i`�kChes
Dis"mw 1, r , .1 dM8 13.5' neat
66V SbcMv Above Grand:
StWcVtatertmwt 61 feet
Re mw Rale:vlO gpm
memw ommmnw AtA
Web w" Opor" Type open end D open hole
:.t Soeened . Start Teat Sopped feat
a Perbrabom Sat ��'topped k feet
G"ATjipe:�i.;`r''� 'rT1.
Depf irmn [7 feat• to °Z feet
Wal Dm docfed upon cwnpwaon?taMaSlt] No
Meew Of citnfe *DM C H'L 1-6 PPM
e.4 s I urr— STICK J-0
D ✓ic'/3.ae.0�x .^j
S z 4j/ qJ�?L S�S�.fO
/nix
S,44,0 G e4.rX-;-
IDmeft Name
(07 Crtifieb 3Drilling 3•og
by
WO00.dba
SULLIVAN WATER WELLS
p.o. eox a oan. CHUMAX ALASKA OM7 • _._ • .
CWN13R of
• . • �.�
•r. «
t
Merlod a Dd&KS L"OrFotaY U tabu toot
Depthotgantt 1 oq
Ca*v TYM S 6I- Vm Tmdaless �a Lx*M
IT
DiwneW— 4 , clles•deplh_ �n 9 feat
Liner Type ,JJ -.SI
Casing shdw Above Grofeet
Stew V"w Levet % S� feet
ReoaverFL� Spm
Mielod d TesulliT A t ►'L
waM - - - l e oper%i:s Type: er dop/ erd a open hole
1 Sdeer"t Steil fad Stopped leaf
a Perlaratiannns Slert feet SitiPDed feet
COMATYpe:AF,r°ric:CC�vaka•e. rntt.XS
Deah lam U feet. to -AO feet
Wag Disn%cted upon faornpla jMP" t] No
Meltod d oisitecboM C Nc a <..lE CO- ff""
.C.tP
,sLl,e6j,e os..,,
ywf-416 a to Gt•!FL
w/ CaDiL �.r
CoS$-E"
srs : 6Q,4lE4_ ;e-,.4 -1
LOwre 2
Dmerls Wane _ 12.&-( rr�
1 7 • . • -. • • •• • •. • • • • �'•T''•