Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 2603
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
2603
View Log
Groundwater Site
Well Label:
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
06/28/1967
Land Owner
Name:
G PIERSON
Company:
(ANDERSON, NORMAN)
Address:
HERMISTON, OR 97838
Location
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Latitude/Longitude
Latitude:
45.79252506
Longitude:
-119.35472779
Horiz. Error:
5.00
ft.
Location
County:
UMAT
TRSQQ:
WM4.00N28.00E30SESE
Tax Map:
Tax Lot:
Lot:
Block:
Subdivision:
Street of Well:
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:
12/15/1966
Completed Date:
06/28/1967
Drill Method:
Cable
Depth of Completed Well:
721.00
Est. Depth Drilled:
721.00
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
20.00
0.00
20.00
2
12.00
20.00
300.00
3
8.00
300.00
721.00
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
16.00
0.00
100.00
.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
32.00
57.00
0.250
3.000
50
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
68 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)
Pump
2020.0
31.0
8.0
65.16
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
701.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
132.00
Post-Static Water Level Date:
Static Water Level
No data matches search criteria.
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
35.00
SAND AND GRAVEL
2
35.00
86.00
CLAY
3
86.00
87.00
SAND
4
87.00
123.00
CLAY WITH INCHED GRAVEL
5
123.00
179.00
BRECCIA
6
179.00
275.00
DENSE BASALT
7
275.00
279.00
BLUE CLAY
8
279.00
284.00
MEDIUM HARD BASALT
9
284.00
381.00
DENSE BASALT
10
381.00
410.00
RED BRECCIA
11
410.00
550.00
DENSE BASALT
12
550.00
583.00
RED HARD BASALT
13
583.00
701.00
DENSE BASALT
14
701.00
721.00
VESICLUAR BASALT HIGHLY WATER BEARING
Well Constructor
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Bonded Driller Name:
W ILLE
Bonded Driller Company:
W R ILLE DR CO
Bonded Driller Number:
405
Bonded Date Signed:
07/08/1967
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 2603
WELL REPORT
DRILLER
Image
7/11/1967