Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 55889
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
55889
View Log
Groundwater Site
Well Label:
85466
Start Card:
162832
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
COMMUNITY
Complete Date:
12/12/2006
Land Owner
Name:
MIKE JEWITT
Company:
Address:
82284 HAT ROCK RD
HERMISTON, OR 97838
Location
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Latitude/Longitude
Latitude:
45.91043459
Longitude:
-119.17032954
Horiz. Error:
50.00
ft.
Location
County:
UMAT
TRSQQ:
WM5.00N29.00E15SWSE
Tax Map:
Tax Lot:
1101
Lot:
Block:
Subdivision:
Street of Well:
82276 HAT ROCK 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:
11/01/2006
Completed Date:
12/12/2006
Drill Method:
Rotary Air
Depth of Completed Well:
530.00
Est. Depth Drilled:
530.00
Special Standards:
Seal Placed Method:
B
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
14.00
0.00
76.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
0.00
76.00
2.00
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
10.00
●
1.00
76.00
.250
Steel
●
●
2
Liner
8.00
●
1.00
510.00
0.250 - Gauge
Steel
●
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:
62 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
500.0
530.00
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
254.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
51.00
Post-Static Water Level Date:
12/12/2006
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
254.00
261.00
40.00
10.0
2
517.00
525.00
51.00
500.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
26.00
SAND
2
26.00
58.00
SAND AND GRAVELS
3
58.00
70.00
TAN CLAY
4
70.00
135.00
BLACK BASALT
5
135.00
143.00
BLUE CLAY
6
143.00
195.00
BLACK BASALT
7
195.00
216.00
VESICULAR BLUE CLAY
8
216.00
254.00
BLACK BASALT
9
254.00
261.00
FRACTURED BASALT
40.00
10
261.00
295.00
BLACK BASALT
11
295.00
330.00
BLUE CLAY
12
330.00
432.00
BLACK BASALT
13
432.00
438.00
BLUE CLAY
14
438.00
517.00
BLACK BASALT
15
517.00
530.00
VESICULAR
51.00
Well Constructor
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Bonded Driller Name:
BRANDON BROWN
Bonded Driller Company:
WATER WELL DEVELOPING & SURVEYS
Bonded Driller Number:
1766
Bonded Date Signed:
12/18/2006
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 55889
WELL REPORT
DRILLER
Image
12/26/2006