Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 59036
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
DEEPENING , ALTERATION
Well Report:
UMAT
59036
View Log
Groundwater Site
Well Label:
120813
Start Card:
1060083
Original Report:
UMAT
4751
View Original Log
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
02/27/2023
Land Owner
Name:
CHRISTOPHE BARON
Company:
Address:
53863 HWY 332
MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude:
45.96214122
Longitude:
-118.41833496
Horiz. Error:
99.00
ft.
Location
County:
UMAT
TRSQQ:
WM6.00N35.00E27SWSE
Tax Map:
Tax Lot:
1100
Lot:
Block:
Subdivision:
Street of Well:
53863 HWY 332, 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:
02/14/2023
Completed Date:
02/27/2023
Drill Method:
Cable
Depth of Completed Well:
160.00
Est. Depth Drilled:
160.00
Special Standards:
Seal Placed Method:
OTHER - POURED
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
0.00 ft to 43.00 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
20.00
2
8.00
20.00
160.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite Chips
0.00
20.00
20.00
15.00
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)Pre-Alteration
8.00
43.00
53.00
.250
Steel
●
●
120.00
2
Casing
8.00
●
2.00
120.00
.250
Steel
●
●
120.00
3
Liner
6.00
110.00
160.00
.250
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
MILLS KNIFE / SKILL SAW
Casing
8.00
53.00
115.00
0.250
3.000
248
2
MILLS KNIFE / SKILL SAW
Liner
6.00
110.00
160.00
0.125
7.000
200
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:
68.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Pump
12.0
66.0
135
1.0
0.18
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
46.00
Pre-Static Water Level:
46.00
Pre-Static Water Level Date:
12/22/2022
Post-Static Water Level:
64.00
Post-Static Water Level Date:
02/27/2023
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
2/27/2023
46.00
160.00
46.00
15.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
120.00
160.00
MED. GRAVEL AND BROWN 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:
03/02/2023
Unbonded Name:
HARDING,BLAKE
Unbonded Company:
HARDING DRILLING INC
Unbonded Number:
1869
Unbonded Date Signed:
03/02/2023
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Pulled out 10' of 8" pipe 43 53 From bottom of pit put in 120' of 8" pipe Backfilled pit with native fill to 20' Placed 20' of 12" casing over 8" pipe filled with bentonite chips between 12" and 8" pipes. Filled pit to surface with native fill and backfilled 12" pipe.
Documents
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Title
Document Type
Source
Download Image
UMAT 59036
WELL REPORT
DRILLER
Image