Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 4152
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
4152
View Log
Groundwater Site
Well Label:
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
03/27/1959
Land Owner
Name:
ROBERT SCHUBERT
Company:
Address:
RT 2
MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude:
45.97624433
Longitude:
-118.50683029
Horiz. Error:
500.00
ft.
Location
County:
UMAT
TRSQQ:
WM6.00N34.00E25NENW
Tax Map:
Tax Lot:
Lot:
Block:
Subdivision:
Street of Well:
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:
02/16/1959
Completed Date:
03/27/1959
Drill Method:
Cable
Depth of Completed Well:
220.00
Est. Depth Drilled:
220.00
Special Standards:
Seal Placed Method:
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
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
220.00
Seal
No data matches search criteria.
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
10.00
0.00
73.00
.250
●
Temporary Casing
No data matches search criteria.
Perforations
Row
Method
Material
Casing/Liner
Diameter (in)
From (ft)
To (ft)
Perforation
Size
Screen/Slot
Size Width
Slot Length
Nbr of Slots
1
MILLS PERFORATOR
40.00
44.00
0.370
2.500
4
2
MILLS PERFORATOR
45.00
47.00
0.370
2.500
4
3
MILLS PERFORATOR
48.00
50.00
0.370
2.500
4
4
MILLS PERFORATOR
51.00
55.00
0.370
2.500
10
5
MILLS PERFORATOR
56.00
65.00
0.370
2.500
10
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
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)
Pump
80.0
160.0
4.0
0.50
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
31.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
18.00
Post-Static Water Level Date:
03/27/1959
Static Water Level
No data matches search criteria.
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
17.00
TOP SOIL
2
17.00
31.00
CONGLOMERATE AND MIXED CLAY
3
31.00
33.00
GRAVEL AND MIXED CLAY VERY LITTLE WATER
4
33.00
66.00
CONGLOMERATE AND MIXED CLAY
5
66.00
69.00
WATER BEARING GRAVEL
6
69.00
72.00
BROWN CLAY
7
72.00
86.00
GRAVEL AND MIXED CLAY
8
86.00
88.00
VERY CAVEY POSSIBLY MORE WATER
9
88.00
92.00
BROWN CLAY
10
92.00
170.00
CEMENT GRAVEL
11
170.00
171.00
VERY CAVEY GRAVEL
12
171.00
176.00
STICKY BROWN CLAY
13
176.00
220.00
CEMENT GRAVEL
Well Constructor
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Bonded Driller Name:
LOWELL MARLATT
Bonded Driller Company:
LOWELL W. MARLATT
Bonded Driller Number:
265
Bonded Date Signed:
03/27/1959
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 4152
WELL REPORT
DRILLER
Image
6/2/1959