Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: UMAT 54895 View Log Groundwater Site
Well Label: 56528
Start Card: 133850
Original Report:
Owner Well Nbr: 1
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 07/29/2003
Land Owner
Name: ERNEST J WILMONT
Company:
Address: 83858 PRUNEDALE RD

MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude: 45.95029000
Longitude: -118.43907000
Horiz. Error: 25.00 ft.
Location
County: UMAT
TRSQQ: WM6.00N35.00E33SESE
Tax Map:
Tax Lot: 1100
Lot: 5
Block:
Subdivision:
Street of Well: 83858 PRUNEDALE RD, MILTON FREEWATER, OR 97862
WM District: 23
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: 06/04/2003
Completed Date: 07/29/2003
Drill Method: Cable
Depth of Completed Well: 445.00
Est. Depth Drilled: 445.00
Special Standards:
Seal Placed Method: C
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)
112.000.0022.00
28.0022.00376.00
36.00376.00445.00
Seal
No data matches search criteria.
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
67044Casing8.00 ● 2.00 355.00 .250 Steel ● ● 375.00
67045Liner6.00 294.00 375.00 0.250 - Gauge Steel ●  
Temporary Casing
No data matches search criteria.
Perforations
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 58 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Test TypeYield (gpm)DrawdownDrill Stem/
Pump Depth		Duration (hr)Calculated Specific Capacity (gpm/ft)
Air135.0 440.001.0 
Air135.0 375.001.0 
Air115.0 270.001.0 
Analysis
RowFromToDescriptionAmountUnits
175.00235.00TOO LITTLE  
Static Water Level
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Static Water Level
Depth First Water: 75.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 116.00
Post-Static Water Level Date: 07/29/2003
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
17/29/200375.00235.0048.0075.0 
27/26/2003375.00445.00116.00140.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.007.00TOPSOIL 
27.0037.00COBBLES LARGE 
337.0075.00COBBLES MEDIUM CLAY BROWN48.00
475.00205.00GRAVEL MEDIUM SMALL CLAY BROWN48.00
5205.00225.00CLAY BASALT BROWN48.00
6225.00235.00GRAVEL MEDIUM48.00
7235.00262.00CLAY BLUE37.00
8262.00310.00CLAY BLUE37.00
9310.00330.00CLAY RED BROWN330.00
10330.00353.00CLAY LIGHT GRAY SAND BLACK37.00
11368.00380.00BASALT BLACK HARD116.00
12380.00445.00BASALT BLACK MEDIUM WITH FRACTURES AND SOME CLAYSTONE116.00
Well Constructor
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Bonded Driller Name: MIKE HARDING
Bonded Driller Company: HARDING DRILLING CO
Bonded Driller Number: 1639
Bonded Date Signed: 08/05/2003
Unbonded Name: HARDING,GERALD L
Unbonded Company: CARPENTER DRILLING
Unbonded Number: 1589
Unbonded Date Signed: 08/05/2003
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
(12) WELL LOG: PUT IN 6 INCH SPLIT SAND AND PUMP NEAT CONCRETE TO SEAL PERFORATION AND SEAL OFF UPPER AQUIFER.
Documents
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TitleDocument TypeSourceDownload ImageReceived Date
UMAT 54895WELL REPORTDRILLERImage8/22/2003