Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 50322
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
50322
View Log
Groundwater Site
Well Label:
8538
Start Card:
76272
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
10/02/1996
Land Owner
Name:
BARRY CARTER
Company:
Address:
365 CARTER DR
HERMISTON, OR 97838
Location
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Latitude/Longitude
Latitude:
45.86517726
Longitude:
-119.30636067
Horiz. Error:
200.00
ft.
Location
County:
UMAT
TRSQQ:
WM5.00N28.00E34SWSW
Tax Map:
Tax Lot:
Lot:
1
Block:
Subdivision:
EDDEMOOR
Street of Well:
BRENDA COURT
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:
10/01/1996
Completed Date:
10/02/1996
Drill Method:
Rotary Air
Depth of Completed Well:
300.00
Est. Depth Drilled:
300.00
Special Standards:
Seal Placed Method:
A
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
20.00
2
8.00
20.00
74.00
3
6.00
74.00
300.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
20.00
18.00
2
Cement
62.00
74.00
5.00
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
74.00
.250
Steel
●
74.00
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
45.0
300.00
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
172.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
126.00
Post-Static Water Level Date:
10/02/1996
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
10/2/1996
266.00
293.00
126.00
30.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
2.00
SANDY SOIL
2
2.00
49.00
SAND
3
49.00
62.00
GRAVEL
4
62.00
68.00
BROWN CLAY
5
68.00
172.00
GREY BASALT
6
172.00
229.00
BROWN AND BLACK BASALT, SOFT WB
7
229.00
266.00
GREY BASALT
8
266.00
293.00
GREY BASALT W/ GREEN SOAPSTONE WB
9
293.00
300.00
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:
10/12/1996
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 50322
WELL REPORT
DRILLER
Image
10/31/1996