Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: YAMH 58188 View Log Groundwater Site
Well Label: 133657
Start Card: 1042846
Original Report:
Owner Well Nbr: 3207-2
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 05/16/2019
Land Owner
Name:
Company: ABG OREGON VINEYARDS LLC
Address: 600 UNIVERSITY ST SUITE 902

SEATTLE, WA 98101
Location
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Latitude/Longitude
Latitude: 45.34978835
Longitude: -123.15036460
Horiz. Error: 99.00 ft.
Location
County: YAMH
TRSQQ: WM2.00S4.00W35SWSW
Tax Map:
Tax Lot: 603
Lot:
Block:
Subdivision:
Street of Well: NYA, NE LAUGHLIN RD, YAMHILL
WM District: 22
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 05/15/2019
Completed Date: 05/16/2019
Drill Method: Rotary Air
Depth of Completed Well: 281.00
Est. Depth Drilled: 281.00
Special Standards:
Seal Placed Method:
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: ft to 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)
110.000.0078.00
26.0078.00281.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0078.0041.0037.00
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1Casing6.00 2.00 78.00 .250 Steel 78.00
2Liner4.50 2.00 102.00 SDR 26 Plastic  
3Liner4.50 122.00 142.00 SDR 26 Plastic  
4Liner4.50 162.00 202.00 SDR 26 Plastic  
5Liner4.50 222.00 271.00 SDR 26 Plastic  
Temporary Casing
Perforations
RowMethodMaterialCasing/LinerDiameter (in)From (ft)To (ft)Perforation
Size
Screen/Slot
Size Width
Slot LengthNbr of Slots
1SKIL SAW Liner4.50102.00122.00 0.1006.00040
2SKIL SAW Liner4.50142.00162.00 0.1006.00040
3SKIL SAW Liner4.50202.00222.00 0.1006.00040
4SKIL SAW Liner4.50271.00281.00 0.1006.00022
Screens
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Well Test
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Well Test
Temperature: 54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 67.00 ppm
Water Quality Concerns:
Well Test
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 103.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 61.00
Post-Static Water Level Date: 05/16/2019
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
15/16/2019103.00259.0061.0064.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.003.00TOP SOIL 
23.0011.00CLAY, BROWN AND RED 
311.0035.00SAME, GRITTY W/SOME GRAY CLAY 
435.0039.00CLAYSTONE, TAN W/MULTI COLORED CLAY 
539.0048.00CLAYSTONE, GRAY W/SOME WEATHERING 
648.0061.00CLAYSTONE, GRAY W/SANDSTONE STRATS 
761.0064.00SANDSTONE, HARD COARSE W/SOME GREEN 
864.0067.00SAME W/CEMENTED MARINE ROCK 
967.0075.00CLAYSTONE, GRAY W/CEMENTED MARINE ROCK 
1075.00103.00MARINE ROCK, GRAY W/SOME CLAYSTONE 
11103.00259.00CLAYSTONE, GRAY W/MARINE ROCK LAYERS 
12103.00259.00MIXED W/SANDSTONE, GRAY W/WHITE SPECKS 
13259.00263.00CLAYSTONE, GRAY 
14263.00281.00CLAYSTONE, GRAY W/CLAY, GETTING SOFTER 
Well Constructor
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Bonded Driller Name: DAVID PAYSINGER
Bonded Driller Company: BLUE WATER DRILLING CO INC
Bonded Driller Number: 1438
Bonded Date Signed: 05/22/2019
Unbonded Name: ESTRADA,JOSE
Unbonded Company: BLUE WATER DRILLING COMPANY
Unbonded Number: 1977
Unbonded Date Signed: 05/16/2019
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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No data matches search criteria.
Documents
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TitleDocument TypeSourceDownload Image
YAMH 58188EXEMPT USE MAPDRILLERImage
YAMH 58188WELL REPORTDRILLERImage