Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 59269
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
59269
View Log
Groundwater Site
Well Label:
120818
Start Card:
1074449
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
03/18/2025
Land Owner
Name:
STUART BYERLEY
Company:
Address:
3074 MCDONALD RD
TOUCHET, WA 99360
Location
(Click to Collapse...)
Latitude/Longitude
Latitude:
45.98637900
Longitude:
-118.61123800
Horiz. Error:
99.00
ft.
Location
County:
UMAT
TRSQQ:
WM6.00N34.00E19SWNE
Tax Map:
Tax Lot:
703
Lot:
Block:
Subdivision:
Street of Well:
48568 STATELINE RD MILTON FREEWATER, OR 97862
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:
07/17/2024
Completed Date:
03/18/2025
Drill Method:
Cable
Depth of Completed Well:
335.00
Est. Depth Drilled:
335.00
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
12.00
0.00
335.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite Chips
0.00
60.00
74.00
50.00
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
12.00
●
2.00
299.00
0.250 - Gauge
Steel
●
●
299.00
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
MILLS KNIFE
Casing
12.00
170.00
296.00
0.125
3.000
760
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
59 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
230.00 ppb
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Bailer
30.0
0.0
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
110.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
85.00
Post-Static Water Level Date:
03/18/2025
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
10/25/2024
110.00
335.00
85.00
500.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
4.00
TOP SOIL
2
4.00
55.00
SILT
3
55.00
98.00
MED. GRAVEL
4
98.00
157.00
MED. GRAVEL AND SAND
5
157.00
199.00
MED. GRAVEL
6
199.00
216.00
MED. GRAVEL AND BROWN CLAY
7
216.00
289.00
MED. GRAVEL
8
289.00
314.00
MED. GRAVEL AND BROWN CLAY
9
314.00
335.00
TAN CLAY
Well Constructor
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Bonded Driller Name:
BLAKE HARDING
Bonded Driller Company:
HARDING DRILLING INC
Bonded Driller Number:
1869
Bonded Date Signed:
03/18/2025
Unbonded Name:
HARDING,BLAKE
Unbonded Company:
HARDING DRILLING INC
Unbonded Number:
1869
Unbonded Date Signed:
03/18/2025
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
(Click to Expand...)
Title
Document Type
Source
Download Image
UMAT 59269
EXEMPT USE MAP
DRILLER
Image
UMAT 59269
WELL REPORT
DRILLER
Image