Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: WASH 81110 View Log
Well Label: 147397
Start Card: 1060321
Original Report:
Owner Well Nbr: 23-04
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 04/04/2023
Land Owner
Name:
Company: IWASAKI BROS. INC.
Address: 2555 SE MINTER BRIDGE ROAD

HILLSBORO, OR 97123
Location
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Latitude/Longitude
Latitude: 45.50033800
Longitude: -122.96571500
Horiz. Error: 99.00 ft.
Location
County: WASH
TRSQQ: WM1.00S2.00W8SWNW
Tax Map:
Tax Lot: 700
Lot:
Block:
Subdivision:
Street of Well: 2555 SE MINTER BRIDGE ROAD, HILLSBORO, OR 97123
WM District: 18
Surface Elev:
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.

Well Construction
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Construction
Start Date: 03/07/2023
Completed Date: 04/04/2023
Drill Method: Rotary Air
Depth of Completed Well: 183.00
Est. Depth Drilled: 183.00
Special Standards:
Seal Placed Method: C , OTHER - BENT POURED-PROBED-HYDRAT
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: ft to ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack: 73.00 ft to 183.00 ft
Filter Pack Material: SILICA SAND
Filter Pack Size: 8/12
Bore Hole
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0030.0091.0017.01
2Cement with 2% Bentonite30.0073.0070.0012.36
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1Casing8.00 2.00 121.00 .250 Steel  
2Casing8.00 126.00 133.00 .250 Steel  
3Casing8.00 143.00 148.00 .250 Steel  
4Casing8.00 155.00 160.00 .250 Steel  
5Casing8.00 175.00 183.00 .250 Steel  
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
1V-WIRE WRAPSTAINLESS STEELCasing8.00 121.00126.000.040   
2V-WIRE WRAPSTAINLESS STEELCasing8.00 133.00143.000.040   
3V-WIRE WRAPSTAINLESS STEELCasing8.00 148.00155.000.040   
4V-WIRE WRAPSTAINLESS STEELCasing8.00 160.00175.000.040   
Well Test
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Well Test
Temperature: 54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 190.00 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: 24.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 11.60
Post-Static Water Level Date: 04/06/2023
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
13/8/202324.0032.006.0010.0 
23/8/202340.0050.006.0010.0 
33/9/202380.00111.0011.6050.0 
43/9/2023122.00126.0011.6030.0 
53/9/2023134.00142.0011.60100.0 
63/13/2023148.00155.0011.6050.0 
73/13/2023161.00173.0011.60100.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.0014.00CLAY BRWN/RED SILTY 
214.0020.00CLAY BRWN & GRAY 
320.0024.00CLAY GRAY SILTY 
424.0027.00SAND BLK 
527.0032.00SAND BLK COARSE 
632.0040.00CLAY GRAY SILTY 
740.0050.00SAND BLK/BRWN COARSE 
850.0055.00SAND BRWN W/WOOD 
955.0058.00CLAY GRAY MED 
1058.0063.00CLAY GRAY STIFF 
1163.0073.00SAND BLK COARSE CEMENTED 
1273.0075.00SAND BLK COARSE & FINE SOFT 
1375.0097.00SAND BLK COARSE 
1497.00105.00SAND FINE BLK SOME COARSE 
15105.00111.00SAND W/OCC. PEA GRAVEL 
16111.00122.00CLAY GRAY 
17122.00124.00SAND/GRAVEL PEA GREEN 
19124.00125.00SAND BLK PACKED 
18125.00126.00SAND BLK COARSE 
20126.00127.00CLAY STICKY GRAY/BLUE 
21127.00134.00CLAY GRAY SOFT 
22134.00142.00SAND BRWN LOOSE 
23142.00148.00CLAY GRAY STICKY 
24148.00155.00SAND BLK 
25155.00161.00CLAY GRAY STICKY 
26161.00173.00AND COARSE BRWN 
27173.00183.00CLAY GRAY STICKY 
Well Constructor
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Bonded Driller Name: JOHN STADELI
Bonded Driller Company: ARROW DRILLING
Bonded Driller Number: 1483
Bonded Date Signed: 04/14/2023
Unbonded Name: ALLENDORFER,MICHAEL K
Unbonded Company: ARROW DRILLING
Unbonded Number: 2005
Unbonded Date Signed: 04/14/2023
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Air test done via air lift tool. 36' drawdown while airlifting 65 gpm.
Documents
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TitleDocument TypeSourceDownload Image
WASH 81110EXEMPT USE MAPDRILLERImage
WASH 81110WELL REPORTDRILLERImage