Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: UMAT 54524 View Log Groundwater Site
Well Label: 55001
Start Card: 116997
Original Report:
Owner Well Nbr: 1
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 05/21/2002
Land Owner
Name:
Company: DAVIS ORCHARDS
Address: 53285 APPLETON RD

MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude: 45.97133000
Longitude: -118.40425000
Horiz. Error: 25.00 ft.
Location
County: UMAT
TRSQQ: WM6.00N35.00E26NESE
Tax Map:
Tax Lot: 1400
Lot:
Block:
Subdivision:
Street of Well: HWY 339
WM District: 23
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 03/01/2002
Completed Date: 05/21/2002
Drill Method: Cable
Depth of Completed Well: 438.00
Est. Depth Drilled: 438.00
Special Standards:
Seal Placed Method: C , OTHER - POURED BACKSIDE
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)
124.000.0018.00
220.0018.00400.00
316.00400.00438.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite 0.0018.0066.00 
2Cement230.00438.0090.00 
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
58251Casing20.00 0.00 199.60 .375 Steel ● 200.00
58252Casing16.00 ● 2.00 438.00 Steel ● 438.00
Temporary Casing
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Perforations
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Screens
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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
Test TypeYield (gpm)DrawdownDrill Stem/
Pump Depth		Duration (hr)Calculated Specific Capacity (gpm/ft)
Bailer30.00.079.001.0 
Bailer30.00.0301.001.0 
Bailer20.00.0431.001.0 
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 62.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 123.60
Post-Static Water Level Date: 05/04/2002
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
1 62.0079.0033.0030.0 
2 280.00301.00140.0030.0 
3 427.00431.00123.6020.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.0012.00TOP SOIL 
212.0062.00COBBLES BROWN CLAY 
362.0079.00GRAVEL MULTI33.00
479.00172.00COBBLES BROWN CLAY 
5172.00276.00TIGHT CEMENT AND GRAVEL BROWN CLAY 
6276.00281.00BROWN CLAY 
7281.00301.00CEMENT GRAVEL140.00
8301.00316.00REDDISH BROWN CLAY 
9316.00321.00YELLOW CLAY 
10321.00341.00TAN CLAY 
11341.00351.00STICKY YELLOW CLAY AND GRAY STICKY BLUE CLAY 
12351.00366.00STICKY BLUE CLAY 
13366.00376.00BLUE CLAY SEAMY BROWN CLAY 
14376.00385.00BLUE CLAY 1/4" ROCKS 
15385.00391.00BLUE CLAY AND SEAMY BROWN CLAY 
16391.00395.00BLUE CLAY WITH 2" TO 3" ROCKS 
17395.00397.00BLUE CLAY AND SEAMY BROWN CLAY 
18397.00400.00BLUE SHALE 
Well Constructor
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Bonded Driller Name: JODY CARPENTER
Bonded Driller Company: CARPENTER DRILLING
Bonded Driller Number: 1669
Bonded Date Signed:
Unbonded Name: CARPENTER,JODY L
Unbonded Company: CARPENTER DRILLING
Unbonded Number: 1669
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
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TitleDocument TypeSourceDownload ImageReceived Date
UMAT 54524WELL REPORTDRILLERImage5/30/2002