Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: YAMH 58187 View Log Groundwater Site
Well Label: 133656
Start Card: 1042777
Original Report:
Owner Well Nbr: 3206-1
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 05/14/2019
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: 45.35100981
Longitude: -123.14854069
Horiz. Error: 99.00 ft.
Location
County: YAMH
TRSQQ: WM2.00S4.00W35NESW
Tax Map:
Tax Lot: 101
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: 05/10/2019
Completed Date: 05/14/2019
Drill Method: Rotary Air
Depth of Completed Well: 238.00
Est. Depth Drilled: 238.00
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
26.0078.00238.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0078.0039.0036.00
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
1Casing6.00 ● 2.00 78.00 .250 Steel ● ● 78.00
2Liner4.00 18.00 118.00 SCH 40 Plastic ●  
3Liner4.00 138.00 218.00 SCH 40 Plastic ●  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
1MACHINE SLOTTEDPVCLiner4.00 118.00138.000.032   
2MACHINE SLOTTEDPVCLiner4.00 218.00238.000.032   
Well Test
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Well Test
Temperature: 54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 137.00 ppm
Water Quality Concerns:
Well Test
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 183.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 76.00
Post-Static Water Level Date: 05/14/2019
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
15/14/2019183.00224.0076.0011.2 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.003.00TOP SOIL 
23.0019.00CLAY, TAN/BROWN SOME GRIT 
319.0033.00CLAY, TAN W/BROWN CLAYSTONE 
433.0069.00CLAYSTONE, GRAY W/LAYERS GRAY SANDSTONE 
569.0083.00SANDSTONE, COARSE HARD 
683.00179.00CLAYSTONE, GRAY W/LAYERS GRAY SANDSTONE 
7179.00183.00CLAYSTONE, GRAY 
8183.00190.00SAME, W/SANDSTONE STRATS 
9190.00198.00SANDSTONE, GRAY W/LAVENDER HARD 
10198.00224.00MIX OF GRAY CLAYSTONE/SANDSTONE 
11198.00224.00WITH BLUE/WHITE/GREEN 
12224.00238.00CLAYSTONE, GRAY W/LIGHT GRAY CLAY 
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: 05/15/2019
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 58187EXEMPT USE MAPDRILLERImage
YAMH 58187WELL REPORTDRILLERImage