Oregon Water Resources Department
Well Log Information System
Well Log:
CLAC 79556
Main
Help
Return
Contact Us
Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CLAC
79556
View Log
Groundwater Site
Well Label:
156272
Start Card:
1077814
Original Report:
Owner Well Nbr:
#4
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
11/14/2025
Land Owner
Name:
SEAN AND MOLLY COLLINS
Company:
COLLINS AGRICULTURE CONSULTANTS
Address:
22025 S. CENTRALM POINT RD.
OREGON CITY, OR 97045
Location
(Click to Collapse...)
Latitude/Longitude
Latitude:
45.28631000
Longitude:
-122.63422000
Horiz. Error:
99.00
ft.
Location
County:
CLAC
TRSQQ:
WM3.00S1.00E25NENW
Tax Map:
Tax Lot:
502
Lot:
Block:
Subdivision:
Street of Well:
22151 S. CENTRAL POINT RD.
WM District:
20
Surface Elev:
188.60
FT
Well Report Mapping Tool
Tax Lots
Note: Tax lot overlay available only for a few counties.
Well Construction
(Click to Collapse...)
Construction
Start Date:
07/02/2025
Completed Date:
11/14/2025
Drill Method:
Rotary Air , Cable
Depth of Completed Well:
133.00
Est. Depth Drilled:
197.00
Special Standards:
Seal Placed Method:
C , OTHER - PLCD DRY & HYDRTD
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
135.00 ft to 197.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
30.00 ft to 133.00 ft
Filter Pack Material:
CSS
Filter Pack Size:
6/9
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
12.00
0.00
51.00
2
8.00
51.00
197.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
3.50
2.50
2.50
2
Cement
3.50
51.00
32.00
16.00
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
8.00
●
1.50
67.00
0.250 - Gauge
Steel
●
●
154.00
2
Liner
6.00
25.50
66.00
0.250 - Gauge
Steel
●
3
Liner
6.00
94.50
120.00
0.250 - Gauge
Steel
●
4
Liner
6.00
127.00
133.00
0.250 - Gauge
Steel
●
Temporary Casing
Temp Casing
Diameter (in)
From (ft)
To (ft)
●
12.00
-1.00
51.00
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
Liner
6.00
66.00
94.50
0.060
Pipe Size
2
V-WIRE
STAINLESS STEEL
Liner
6.00
120.00
127.00
0.060
Pipe Size
Well Test
(Click to Expand...)
Well Test
Temperature:
56 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
163.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Pump
75.0
37.0
105.00
4.0
2.03
Analysis
No data matches search criteria.
Static Water Level
(Click to Expand...)
Static Water Level
Depth First Water:
68.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
23.00
Post-Static Water Level Date:
11/14/2025
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
7/3/2025
68.00
82.00
23.00
50.0
2
7/3/2025
87.00
96.00
23.00
20.0
3
7/7/2025
121.00
127.00
23.00
12.0
4
7/7/2025
153.00
155.00
49.00
10.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
1.00
TOPSOIL
2
1.00
12.00
SILT BROWN
3
12.00
15.00
SILT WITH CLAY GREY
4
15.00
42.00
SILT GREY
5
42.00
68.00
CLAY BLUE
6
68.00
82.00
COARSE SAND WITH CLAY & SMALL GRAVEL CEMENTED
7
82.00
87.00
CLAY GREY
8
87.00
92.00
COARSE SAND, GRAVEL, WOOD GREY
9
92.00
96.00
SILTSTONE CONGLOMERATE
10
96.00
121.00
CLAY GREY
11
121.00
127.00
CEMENTED SAND WITH CLAY
12
127.00
153.00
CLAY GREY
13
153.00
155.00
CLAY WITH LENSES OF COARSE SAND & WOOD
14
155.00
197.00
CLAY GREY
Well Constructor
(Click to Expand...)
Bonded Driller Name:
STEVEN STADELI
Bonded Driller Company:
WESTERBERG DRILLING
Bonded Driller Number:
688
Bonded Date Signed:
12/05/2025
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
(Click to Expand...)
Comments
Backfill 133' -135' pea gravel. 6" flush drive shoe on top of 6" riser pipe. 8" drive shoe cut off @ 154'. Bottom plate welded on to tail pipe. Water from 153' - 155' was cemented off due to lower static water level. This is Well #4 for water right Permit #G-18927
Documents
(Click to Expand...)
Title
Document Type
Source
Download Image
Received Date
CLAC 79556
EXEMPT USE MAP
DRILLER
Image
12/5/2025
CLAC 79556
WELL REPORT
DRILLER
Image
12/5/2025