Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: LINN 64207 View Log Groundwater Site
Well Label: 148883
Start Card: 1061239
Original Report:
Owner Well Nbr: DR-3664
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 05/31/2023
Land Owner
Name:
Company: GERIG FARMS LLC
Address: 36216 GERIG DR.

ALBANY, OR 97322
Location
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Latitude/Longitude
Latitude: 44.61484386
Longitude: -122.94434066
Horiz. Error: 99.00 ft.
Location
County: LINN
TRSQQ: WM11.00S2.00W16SWNW
Tax Map:
Tax Lot: 200
Lot:
Block:
Subdivision:
Street of Well: NW OF: 39494 LAURA LANE SE. ALBANY OR. 97322 OFF GERIG DRIVE.
WM District: 16
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 05/17/2023
Completed Date: 05/31/2023
Drill Method: Rotary Air
Depth of Completed Well: 199.00
Est. Depth Drilled: 259.00
Special Standards:
Seal Placed Method: OTHER - POURED DRY
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: 222.00 ft to 259.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
Filter Pack Material:
Filter Pack Size:
Bore Hole
RowDiameter (in)From (ft)To (ft)
114.000.0019.00
210.0019.00198.00
38.00198.00259.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite 0.0019.0055.0012.88
2Cement199.00222.007.00 
Abandonment Log
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Casing/Liner
Temporary Casing
Perforations
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 53 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 76.00 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: 62.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 7.00
Post-Static Water Level Date: 05/31/2023
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
15/31/202362.00139.007.00200.0 
25/31/2023139.00192.007.00200.0 
35/25/2023222.00245.007.00300.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.002.00TOPSOIL 
22.009.00CLAY BROWN 
39.0012.00CLAY BROWN W/ GRAVEL 
412.0022.00GRAVEL CEMENTED HARD 
522.0036.00GRAVEL DIRTY/SANDY BROWN 
636.0050.00GRAVEL W/ SAND BROWN 
750.0062.00GRAVEL W/ SILTY CLAY GRAY 
862.0080.00GRAVEL BLUE W/ SAND 
980.0085.00GRAVEL W/ CLAY GRAY SANDY 
1085.0087.00SAND PACKED W/ SMALL GRAVEL BLUE 
1187.0090.00GRAVEL W/ COURSE SAND BLACK 
1290.0098.00SAND W/ SMALL GRAVEL W/ CLAY BLUE 
1398.00108.00SAND BLACK COURSE PACKED W/ CLAY 
14108.00112.00SAND COUSE W/ SMALL GRAVEL PACKED 
15112.00114.00GRAVEL W/ CLAY BROWN SOFT 
16114.00121.00CLAY BLUE W/ GRAVEL SANDY 
17121.00124.00SAND BLUE W/ WOOD 
18124.00130.00CLAY GRAY W/ SMALL GRAVEL AND SAND 
19130.00135.00CLAY BROWN W/ GRAVEL AND SOME SAND 
20135.00187.00GRAVEL W/ SAND & CLAY INNERBEDS BLUE 
21187.00194.00GRAVEL SMALL W/ SAND PACKED 
22194.00199.00CLAY GRAY SOFT W/ GRAVEL 
23199.00222.00CLAY LIGHT GRAY/BROWN W/ GRAVEL 
24222.00245.00SAND BLACK FINE HEAVING 
25245.00257.00CLAY GRAY SANDY W/ GRIT & GRAVEL 
26257.00259.00SAND BLACK 
Well Constructor
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Bonded Driller Name: CHARLES NUGENT
Bonded Driller Company: NUGENT DRILLING CO LLC
Bonded Driller Number: 664
Bonded Date Signed: 06/06/2023
Unbonded Name: NUGENT,CJ CHARLES
Unbonded Company: NUGENT DRILLING CO LLC
Unbonded Number: 1974
Unbonded Date Signed: 05/31/2023
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Well needs a pump test to get a true Yield. GPM numbers are approximate. From 222 to 245 Fine Heaving Black Sand was producing lots of water, however sand was too fine for a screen. Backfilled with 3/8 Pea Gravel from 222-259. Placed a Cement plug from 199-222' using 7 Sacks of Cement.
Documents
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TitleDocument TypeSourceDownload Image
LINN 64207WELL REPORTDRILLERImage