Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 5963
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
5963
View Log
Groundwater Site
Well Label:
Start Card:
53399
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
12/10/1993
Land Owner
Name:
CRAIG M KROSTING
Company:
Address:
PO BOX 399
PILOT ROCK, OR 97868
Location
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Latitude/Longitude
Latitude:
45.46140561
Longitude:
-118.83154206
Horiz. Error:
50.00
ft.
Location
County:
UMAT
TRSQQ:
WM1.00S32.00E21SWSW
Tax Map:
Tax Lot:
1501
Lot:
Block:
Subdivision:
Street of Well:
E BIRCH
WM District:
5
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:
12/08/1993
Completed Date:
12/10/1993
Drill Method:
Rotary Air
Depth of Completed Well:
500.00
Est. Depth Drilled:
500.00
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
Row
Diameter (in)
From (ft)
To (ft)
1
10.00
0.00
29.00
2
6.00
29.00
500.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
0.00
29.00
16.00
Abandonment Log
No data matches search criteria.
Casing/Liner
Row
Casing/Liner
Diameter (in)
Above Land Surface
From Depth
To (ft)
Gauge
Material
Weld
Glue
Thread
Shoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1
Casing
6.00
●
1.00
29.00
0.250 - Gauge
Steel
●
29.00
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
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 Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Air
65.0
500.00
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
451.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
114.00
Post-Static Water Level Date:
12/10/1993
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
12/10/1993
451.00
489.00
114.00
65.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
1.00
SILTY SOIL
2
1.00
7.00
CLAY WITH BOULDERS
3
7.00
19.00
CLAY WITH GRAVEL
4
19.00
24.00
BROWN BASALT
5
24.00
64.00
GREY BASALT
6
64.00
91.00
RED AND BROWN BASALT
7
91.00
115.00
BROWN BASALT
8
115.00
124.00
GREY BASALT
9
124.00
152.00
RED AND BROWN BASALT
10
152.00
323.00
GREY BASALT
11
323.00
331.00
BROWN BASALT
12
331.00
451.00
GREY BASALT
13
451.00
489.00
RED AND BROWN BASALT WB
15
451.00
489.00
RED AND BROWN BASALT WB
14
489.00
500.00
GREY BASALT
Well Constructor
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Bonded Driller Name:
PATRICK WALLACE
Bonded Driller Company:
WALLACE DRILLING
Bonded Driller Number:
1218
Bonded Date Signed:
12/31/1993
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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Title
Document Type
Source
Download Image
Received Date
UMAT 5963
WELL REPORT
DRILLER
Image
1/24/1994