Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 55731
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
55731
View Log
Groundwater Site
Well Label:
82869
Start Card:
181429
Original Report:
Owner Well Nbr:
14
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
04/28/2006
Land Owner
Name:
CRAIG COLEMAN
Company:
GIRTH DOG LLC
Address:
33896 E WALLS RD
HERMISTON, OR 97838
Location
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Latitude/Longitude
Latitude:
45.80010494
Longitude:
-119.43001187
Horiz. Error:
25.00
ft.
Location
County:
UMAT
TRSQQ:
WM4.00N27.00E27SWNW
Tax Map:
Tax Lot:
1803
Lot:
Block:
Subdivision:
Street of Well:
28286 STAFFORD HANSEL 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:
03/13/2006
Completed Date:
04/28/2006
Drill Method:
Rotary Air
Depth of Completed Well:
129.00
Est. Depth Drilled:
129.00
Special Standards:
Seal Placed Method:
C
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
28.00
0.00
19.00
2
24.00
19.00
129.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
19.00
40.00
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
24.00
●
1.00
19.00
.375
Steel
●
●
129.00
2
Liner
24.00
19.00
128.70
0.375 - Gauge
Steel
●
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 KNIFE
Casing
24.00
88.00
129.00
0.375
3.000
984
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
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
0.0
129.00
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
108.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
85.30
Post-Static Water Level Date:
04/28/2006
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
3/13/2006
108.00
114.00
86.00
0.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
3.00
TOP SOIL
2
3.00
53.00
GRAVEL COBBLES TIGHT
3
53.00
70.00
GRAVELS AND COBBLES WITH TAN SILTSTONE AND BROWN CLAY MATRIX
4
70.00
108.00
GRAVELS (3/8" ROUND) WITH TAN SILTSTONE
5
108.00
114.00
GRAVELS SMALL CLEAN
6
114.00
118.00
BROWN SILTY CLAY WITH GRAVELS
7
118.00
125.00
GRAVELS 1.5" SOME CEMENTATION
8
125.00
129.00
BASALT BROWN BROKEN
Well Constructor
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Bonded Driller Name:
ROBERT STADELI
Bonded Driller Company:
HOLT SERVICES INC
Bonded Driller Number:
1523
Bonded Date Signed:
05/16/2005
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
BORING PRODUCED NO SIGNIFICANT WATER AT TIME IT WAS DRILLED. AIR-TEST UNSUCCESSFUL; INSUFFICIENT RECHARGE
Documents
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Title
Document Type
Source
Download Image
Received Date
UMAT 55731
WELL REPORT
DRILLER
Image
5/17/2006