Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 53819
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
53819
View Log
Groundwater Site
Well Label:
34972
Start Card:
90371
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
05/03/2000
Land Owner
Name:
CLAY HENDERSON
Company:
Address:
2150 E AIRPORT RD
HERMISTON, OR 97838
Location
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Latitude/Longitude
Latitude:
45.81968718
Longitude:
-119.24929506
Horiz. Error:
100.00
ft.
Location
County:
UMAT
TRSQQ:
WM4.00N28.00E24NENE
Tax Map:
Tax Lot:
201
Lot:
Block:
Subdivision:
Street of Well:
2150 E AIRPORT RD
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:
04/28/2000
Completed Date:
05/03/2000
Drill Method:
Rotary Air
Depth of Completed Well:
156.00
Est. Depth Drilled:
156.00
Special Standards:
Seal Placed Method:
OTHER - DRY GRANULAR
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
21.00
2
6.00
21.00
156.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
21.00
14.00
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
116.00
.250
Steel
●
116.00
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
Row
Type
Material
Casing/Liner
Diameter (in)
Gauge
From (ft)
To (ft)
Screen Size
Slot Size
Nbr of Slots
Telescope/
Pipe size
1
PVC
Liner
4.50
116.00
156.00
0.01
Well Test
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Well Test
Temperature:
57 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
25.0
156.00
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
125.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
45.00
Post-Static Water Level Date:
05/03/2000
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
125.00
156.00
45.00
25.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
12.00
SILT
2
12.00
30.00
CLAY AND GRAVELS
3
30.00
125.00
TAN CLAY
4
125.00
150.00
SANDY CLAY TAN
45.00
5
150.00
155.00
SANDY CLAY AND GRAVELS
45.00
6
155.00
156.00
BLACK BASALT
45.00
Well Constructor
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Bonded Driller Name:
EDWIN BROWN
Bonded Driller Company:
WATER WELL DEVELOPING & SURVEYS
Bonded Driller Number:
759
Bonded Date Signed:
05/03/2000
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 53819
WELL REPORT
DRILLER
Image
5/15/2000