Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: HARN 52132 View Log Groundwater Site
Well Label: 60064
Start Card: 1024293
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 09/22/2014
Land Owner
Name: MATT STASHIN
Company:
Address: 21762 SW MT HOME RD

SHERWOOD, OR 97140
Location
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Latitude/Longitude
Latitude: 43.45291000
Longitude: -118.70185000
Horiz. Error: 99.00 ft.
Location
County: HARN
TRSQQ: WM24.00S33.00E31NWNW
Tax Map:
Tax Lot: 400
Lot:
Block:
Subdivision:
Street of Well: ONE MILE NORTH OF HWY. 78 ON SOUTH NEWTON RD
WM District: 10
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 09/10/2014
Completed Date: 09/22/2014
Drill Method: Rotary Air
Depth of Completed Well: 440.00
Est. Depth Drilled: 440.00
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)
120.000.0030.00
214.0030.00300.00
310.75300.00440.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0030.0036.00 
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
1Casing12.00 1.50 300.00 .250 Steel  
2Liner10.00 240.00 340.00 .250 Steel  
3Liner8.00 300.00 400.00 .250 Steel  
Temporary Casing
No data matches search criteria.
Perforations
RowMethodMaterialCasing/LinerDiameter (in)From (ft)To (ft)Perforation
Size
Screen/Slot
Size Width
Slot LengthNbr of Slots
1TORCH CUT Liner10.00240.00340.00 0.1254.0004800
2TORCH CUT Liner8.00300.00400.00 0.1254.0002400
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 60 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 151.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 38.00
Post-Static Water Level Date: 09/25/2014
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
19/11/2014151.00440.0038.00400.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.004.00SANDY TOPSOIL 
24.0014.00SANDY GRAY CLAY 
314.0078.00BROWN CLAYSTONE 
478.0089.00FINE SAND/CLAY 
589.00142.00FRACTURED GRAY CLAYSTONE 
6142.00151.00SANDY GRAY CLAY 
7151.00243.00CLAY STONE / FRACTURED 
8243.00272.00SANDY GRAY CLAY 
9272.00357.00FRACTURED GRAY CLAYSTONE 
10357.00374.00COARSE SAND AND GRAVEL/CLAYSTONE 
11374.00440.00FRACTURED GRAY CLAYSTONE 
Well Constructor
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Bonded Driller Name: JARRETT S HUMPHREY
Bonded Driller Company: DEEP HOLE DRILLING
Bonded Driller Number: 1801
Bonded Date Signed: 12/08/2014
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
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TitleDocument TypeSourceDownload Image
HARN 52132EXEMPT USE MAPDRILLERImage
HARN 52132WELL REPORTDRILLERImage