Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 56219
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
56219
View Log
Groundwater Site
Well Label:
82248
Start Card:
194818
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
07/28/2008
Land Owner
Name:
SHANE DERUWE
Company:
Address:
85201 HUDSON BAY RD
MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude:
46.00051400
Longitude:
-118.63473000
Horiz. Error:
11.00
ft.
Location
County:
UMAT
TRSQQ:
WM6.00N33.00E13NWNW
Tax Map:
Tax Lot:
300
Lot:
Block:
Subdivision:
Street of Well:
47954 STATELINE RD
WM District:
23
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:
06/12/2008
Completed Date:
07/28/2008
Drill Method:
Cable
Depth of Completed Well:
206.00
Est. Depth Drilled:
225.00
Special Standards:
Seal Placed Method:
OTHER - POURED
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
ft to ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
130.00 ft to 25.00 ft
Filter Pack Material:
WASHED GRAVEL
Filter Pack Size:
0.5
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
14.00
0.00
130.00
2
10.00
130.00
225.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
25.00
28.00
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
●
2.00
208.00
.250
Steel
●
●
208.00
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
CUTTING TORCH
Casing
148.00
198.00
0.375
10.000
116
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)
Pump
320.0
41.0
185.00
12.0
7.80
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
198.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
134.00
Post-Static Water Level Date:
07/28/2008
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
7/28/2008
148.00
198.00
134.00
350.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
6.00
TOP SOIL
2
6.00
130.00
CLAY BROWN
3
130.00
145.00
GRAVEL FINE CLAY BROWN
4
145.00
147.00
CLAY BROWN
5
147.00
165.00
GRAVEL SMALL CLAY BROWN
6
165.00
198.00
GRAVEL MEDIA
7
198.00
205.00
GRAVEL FINE BLACK SAND
8
205.00
211.00
SAND FINE BLACK SMALL GRAVEL
9
211.00
225.00
GRAVEL FINE CLAY BROWN
Well Constructor
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Bonded Driller Name:
MIKE HARDING
Bonded Driller Company:
HARDING DRILLING CO
Bonded Driller Number:
1639
Bonded Date Signed:
08/22/2008
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
GRAVEL PACKED BOTTOM WITH PEA GRAVEL 19
Documents
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Title
Document Type
Source
Download Image
Received Date
UMAT 56219
WELL REPORT
DRILLER
Image
9/2/2008