Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 54394
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
54394
View Log
Groundwater Site
Well Label:
47074
Start Card:
138366
Original Report:
Owner Well Nbr:
1
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
09/17/2001
Land Owner
Name:
CHRIS SMITH
Company:
SMITH, JANE
Address:
208 SE 17TH AVE
MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude:
45.99914750
Longitude:
-118.39078603
Horiz. Error:
200.00
ft.
Location
County:
UMAT
TRSQQ:
WM6.00N35.00E13SWNW
Tax Map:
Tax Lot:
500
Lot:
Block:
Subdivision:
Street of Well:
85627 BORK LANE
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:
09/10/2001
Completed Date:
09/17/2001
Drill Method:
Cable
Depth of Completed Well:
174.00
Est. Depth Drilled:
174.00
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:
Filter Pack Material:
Filter Pack Size:
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
10.00
0.00
32.00
2
6.00
32.00
174.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
32.00
1750.00
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
53549
Casing
6.00
●
3.00
117.00
.250
Steel
●
●
117.00
53550
Liner
5.00
109.00
174.00
Plastic
●
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
SKILL SAW
Liner
5.00
109.00
174.00
0.125
325
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
56 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)
Bailer
25.0
9.0
1.0
2.78
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
60.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
22.00
Post-Static Water Level Date:
09/17/2001
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
60.00
70.00
45.00
5.0
2
130.00
174.00
22.00
25.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
7.00
LOESS TOPSOIL
2
7.00
15.00
CLAYSTONE
3
15.00
32.00
CLAY BROWN
4
32.00
35.00
COBBLES MEDIUM SMALL
5
35.00
40.00
COBBLES SMALL
6
40.00
61.00
SAND FINE
7
61.00
70.00
COBBLES SMALL CLAY BROWN
8
70.00
115.00
CLAY BROWN COBBLES SMALL
9
115.00
125.00
COBBLES SMALL CLAY BROWN
10
125.00
150.00
COBBLES MEDIUM CLAY BROWN
11
150.00
160.00
COBBLES SMALL CLAY BROWN
12
160.00
174.00
COBBLES MEDIUM CLAY BROWN WATER
Well Constructor
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Bonded Driller Name:
GERALD L HARDING
Bonded Driller Company:
HARDING DRILLING CO.
Bonded Driller Number:
1589
Bonded Date Signed:
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
(Click to Expand...)
Title
Document Type
Source
Download Image
Received Date
UMAT 54394
WELL REPORT
DRILLER
Image
10/9/2001