Well Information
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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
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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

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Well Construction
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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
RowDiameter (in)From (ft)To (ft)
112.000.0051.00
28.0051.00197.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite 0.003.502.502.50
2Cement3.5051.0032.0016.00
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1Casing8.00 1.50 67.00 0.250 - Gauge Steel 154.00
2Liner6.00 25.50 66.00 0.250 - Gauge Steel  
3Liner6.00 94.50 120.00 0.250 - Gauge Steel  
4Liner6.00 127.00 133.00 0.250 - Gauge Steel  
Temporary Casing
Perforations
No data matches search criteria.
Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
1V-WIRESTAINLESS STEELLiner6.00 66.0094.500.060  Pipe Size
2V-WIRESTAINLESS STEELLiner6.00 120.00127.000.060  Pipe Size
Well Test
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Well Test
Temperature: 56 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 163.00 ppm
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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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
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
17/3/202568.0082.0023.0050.0 
27/3/202587.0096.0023.0020.0 
37/7/2025121.00127.0023.0012.0 
47/7/2025153.00155.0049.0010.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00TOPSOIL 
21.0012.00SILT BROWN 
312.0015.00SILT WITH CLAY GREY 
415.0042.00SILT GREY 
542.0068.00CLAY BLUE 
668.0082.00COARSE SAND WITH CLAY & SMALL GRAVEL CEMENTED 
782.0087.00CLAY GREY 
887.0092.00COARSE SAND, GRAVEL, WOOD GREY 
992.0096.00SILTSTONE CONGLOMERATE 
1096.00121.00CLAY GREY 
11121.00127.00CEMENTED SAND WITH CLAY 
12127.00153.00CLAY GREY 
13153.00155.00CLAY WITH LENSES OF COARSE SAND & WOOD 
14155.00197.00CLAY GREY 
Well Constructor
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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
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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
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TitleDocument TypeSourceDownload ImageReceived Date
CLAC 79556EXEMPT USE MAPDRILLERImage12/5/2025
CLAC 79556WELL REPORTDRILLERImage12/5/2025