Oregon Water Resources Department
Well Log Information System
Well Log:
CLAC 77990
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CLAC
77990
View Log
Groundwater Site
Well Label:
146621
Start Card:
1059267
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
05/02/2023
Land Owner
Name:
DON WALCH
Company:
Address:
12738 S EBY RD
MOLALLA, OR 97038
Location
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Latitude/Longitude
Latitude:
45.21277000
Longitude:
-122.64003000
Horiz. Error:
99.00
ft.
Location
County:
CLAC
TRSQQ:
WM4.00S1.00E24NWNW
Tax Map:
Tax Lot:
1100
Lot:
Block:
Subdivision:
Street of Well:
27190 S ELISHA RD, CANBY
WM District:
20
Surface Elev:
251.75
FT
Well Report Mapping Tool
Tax Lots
Note: Tax lot overlay available only for a few counties.
Well Construction
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Construction
Start Date:
11/15/2022
Completed Date:
05/02/2023
Drill Method:
Rotary Air , Cable
Depth of Completed Well:
455.00
Est. Depth Drilled:
461.00
Special Standards:
Seal Placed Method:
C , OTHER - BENTONITE PLACED DRY
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
ft to ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
175.00 ft to 461.00 ft
Filter Pack Material:
C.S.S
Filter Pack Size:
6/9
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
14.00
0.00
60.00
2
10.00
60.00
461.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
6.00
4.00
3.75
2
Cement
6.00
57.00
54.00
21.00
3
Bentonite
57.00
60.00
6.00
2.00
Abandonment Log
No data matches search criteria.
Casing/Liner
Row
Casing/Liner
Diameter (in)
Above Land Surface
From Depth
To (ft)
Gauge
Material
Weld
Glue
Thread
Shoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1
Casing
10.00
●
2.00
213.00
.250
Steel
●
●
455.00
2
Liner
8.00
173.00
213.00
.250
Steel
●
3
Liner
6.00
230.00
242.00
.250
Steel
●
4
Liner
6.00
248.00
356.00
.250
Steel
●
5
Liner
6.00
365.00
374.00
.250
Steel
●
6
Liner
6.00
378.00
392.00
.250
Steel
●
7
Liner
6.00
396.00
429.00
.250
Steel
●
8
Liner
6.00
435.00
444.00
.250
Steel
●
9
Liner
6.00
454.00
461.00
.250
Steel
●
Temporary Casing
Temp Casing
Diameter (in)
From (ft)
To (ft)
●
14.00
2.00
56.00
Perforations
No data matches search criteria.
Screens
Row
Type
Material
Casing/Liner
Diameter (in)
Gauge
From (ft)
To (ft)
Screen Size
Slot Size
Nbr of Slots
Telescope/
Pipe size
1
V WIRE
STAINLESS STEEL
6.00
214.00
230.00
0.070
2
V WIRE
STAINLESS STEEL
6.00
242.00
248.00
0.070
3
V WIRE
STAINLESS STEEL
6.00
356.00
365.00
0.070
4
V WIRE
STAINLESS STEEL
6.00
374.00
378.00
0.070
5
V WIRE
STAINLESS STEEL
6.00
392.00
396.00
0.070
6
V WIRE
STAINLESS STEEL
6.00
429.00
435.00
0.070
7
V WIRE
STAINLESS STEEL
6.00
444.00
454.00
0.070
Well Test
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Well Test
Temperature:
56 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
238.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Pump
450.0
98.0
210
5.0
4.59
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
158.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
72.30
Post-Static Water Level Date:
05/02/2023
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
11/17/2022
158.00
163.00
20.0
2
11/18/2022
215.00
229.00
66.60
3
11/21/2022
243.00
247.00
4
11/23/2022
357.00
364.00
30.0
5
11/23/2022
375.00
377.00
6
11/24/2022
393.00
395.00
7
11/28/2022
430.00
434.00
76.00
8
11/29/2022
445.00
452.00
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
1.00
SOIL
2
1.00
20.00
CLAY BROWN MEDIUM
3
20.00
30.00
CLAY GREY WITH GRAVEL
4
30.00
70.00
CEMENTED GRAVEL BROWN
5
70.00
85.00
CLAY GREY WITH GRAVEL
6
85.00
110.00
CEMENTED GRAVEL
7
110.00
120.00
CLAY GREY WITH GRAVEL
8
120.00
131.00
CLAYSTONE GREY
9
131.00
138.00
PACKED SILT BLUE GREY
10
138.00
141.00
PACKED SILT WITH PACKED SAND LENSES
11
141.00
153.00
PACKED SILT GREEN
12
153.00
155.00
CLAY GREY
13
155.00
158.00
SILT GREY
14
158.00
163.00
PACKED SAND BLACK
15
163.00
194.00
SILTSTONE GREY
16
194.00
197.00
CLAY LAVENDER STICKY
17
197.00
206.00
CLAY GREEN
18
206.00
215.00
SILT BROWN PACKED
19
215.00
229.00
SAND GREY MEDIUM COARSE
20
229.00
243.00
SILTSTONE GREEN
21
243.00
247.00
SAND LOOSE AND CEMENTED GREY
22
247.00
274.00
CLAY GREY
23
274.00
280.00
PACKED SILT GREY
24
280.00
295.00
CLAYSTONE GREEN
25
295.00
320.00
SILT GREY
26
320.00
350.00
CLAY GREY STICKY
27
350.00
357.00
PACKED SILT GREY
28
357.00
364.00
SILTSTONE
29
364.00
375.00
CLAYSTONE GREEN
30
375.00
377.00
SILT GREY
31
377.00
393.00
CLAYSTONE GREY
32
393.00
395.00
CLAYSTONE GREEN
33
395.00
400.00
CLAYSTONE/SILTSTONE GREEN
34
400.00
429.00
SILTSTONE GREY GREEN
35
429.00
430.00
SILTSTONE LAVENDER
36
430.00
434.00
SAND GREY SOME CEMENTED
37
434.00
436.00
SILTSTONE TAN
38
436.00
445.00
SILTSTONE DARK GREY
39
445.00
452.00
SAND BLACK
40
452.00
461.00
CLAYSTONE GREEN
Well Constructor
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Bonded Driller Name:
STEVEN STADELI
Bonded Driller Company:
WESTERBERG DRILLING
Bonded Driller Number:
688
Bonded Date Signed:
05/24/2023
Unbonded Name:
STADELI,BYRON B
Unbonded Company:
WESTERBERG DRILLING
Unbonded Number:
1358
Unbonded Date Signed:
05/24/2023
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
8"X6" bell reducer welded on from 213-214 Cement plug in tail pipe 455-461 10" drive shoe cut off at 455 This well is for water right permit G-15950 (Steve Koch)
Documents
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Title
Document Type
Source
Download Image
CLAC 77990
WELL REPORT
DRILLER
Image