Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: YAMH 58189 View Log Groundwater Site
Well Label: 133658
Start Card: 1042847
Original Report:
Owner Well Nbr: 3208-3
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 05/21/2019
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: 45.35218601
Longitude: -123.14726396
Horiz. Error: 99.00 ft.
Location
County: YAMH
TRSQQ: WM2.00S4.00W35NESW
Tax Map:
Tax Lot: 101
Lot:
Block:
Subdivision:
Street of Well: 17795 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: 05/17/2019
Completed Date: 05/21/2019
Drill Method: Rotary Air
Depth of Completed Well: 399.00
Est. Depth Drilled: 401.00
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)
110.000.0058.50
26.0058.50401.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0058.5030.0027.00
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)From (ft)To (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing6.00-1.5058.50.250ST ● ● 58.50
2Liner4.0019.00119.00SCH 40PL ●  
3Liner4.00139.00179.00SCH 40PL ●  
4Liner4.00199.00279.00SCH 40PL ●  
5Liner4.00299.00379.00SCH 40PL ●  
Temporary Casing
Perforations
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Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
1MACHINE SLOTTEDPVCLiner4.00 119.00139.000.032   
2MACHINE SLOTTEDPVCLiner4.00 179.00199.000.032   
3MACHINE SLOTTEDPVCLiner4.00 279.00299.000.032   
4MACHINE SLOTTEDPVCLiner4.00 379.00399.000.032   
Well Test
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Well Test
Temperature: 54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 317.00 ppm
Water Quality Concerns:
Well Test
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 99.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 53.50
Post-Static Water Level Date: 05/21/2019
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
15/21/201999.00375.0053.507.8 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.003.00TOP SOIL 
23.007.00CLAY, TAN/GRAY 
37.0019.00SANDSTONE, GRAY AND TAN WEATHERED 
419.0028.00CLAYSTONE, GRAY W/SANDSTONE LAYERS 
528.0031.00SANDSTONE, GRAY HARD 
631.0033.00CLAYSTONE, GRAY HARD 
733.0041.00SANDSTONE, GRAY W/OCC CLAYSTONE LAYERS 
841.0097.00CLAYSTONE, HARD LT/DK GRAY STRATS 
997.00103.00SANDSTONE, GRAY 
10103.00136.00SANDSTONE, HARD GRAY W/SOME LAVENDER 
11136.00366.00CLAYSTONE, GRAY W/LAVENDER SANDSTONE 
12366.00375.00SAME, W/OCC HARD LAYERS GRAY SANDSONE 
13375.00401.00CLAYSTONE, GRAY W/HARD SANDSTONE LAYERS 
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: 05/22/2019
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 58189EXEMPT USE MAPDRILLERImage
YAMH 58189WELL REPORTDRILLERImage