Oregon Water Resources Department
Well Log Information System
Well Log:
UMAT 6566
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
UMAT
6566
View Log
Groundwater Site
Well Label:
Start Card:
53515
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
10/06/1995
Land Owner
Name:
DAVE BORK
Company:
Address:
RT 3 BOX 129 N
MILTON FREEWATER, OR 97862
Location
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Latitude/Longitude
Latitude:
45.99835235
Longitude:
-118.39113799
Horiz. Error:
200.00
ft.
Location
County:
UMAT
TRSQQ:
WM6.00N35.00E13NWNW
Tax Map:
Tax Lot:
Lot:
Block:
Subdivision:
Street of Well:
BOX 129 N; STATE LINE 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:
09/30/1995
Completed Date:
10/06/1995
Drill Method:
Cable
Depth of Completed Well:
172.00
Est. Depth Drilled:
172.00
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
48.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite Chips
0.00
48.00
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
6.00
●
1.00
130.00
.250
Steel
●
2
Liner
5.00
120.00
172.00
Type 1120
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
PVC
Liner
5.00
125.00
173.00
0.13
7.000
200
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
57 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
35.0
13.0
4.0
2.69
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:
35.00
Post-Static Water Level Date:
10/06/1995
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
10/6/1995
60.00
70.00
60.00
52.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
34.00
TOP SOIL
2
34.00
47.00
BLUE CLAY
3
47.00
58.00
GRAVEL
4
58.00
70.00
SAND
60.00
5
70.00
126.00
GRAVEL, TRACE BROWN CLAY
60.00
6
126.00
138.00
GRAVEL, WATER
40.00
7
138.00
144.00
GRAVEL, TRACE CLAY
35.00
8
144.00
153.00
GRAVEL, WATER
35.00
9
153.00
158.00
GRAVEL, TRACE CLAY
35.00
10
158.00
172.00
GRAVEL, WATER
35.00
Well Constructor
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Bonded Driller Name:
MIKE HARDING
Bonded Driller Company:
HARDING DRILLING CO
Bonded Driller Number:
1639
Bonded Date Signed:
10/12/1995
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
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Title
Document Type
Source
Download Image
Received Date
UMAT 6566
WELL REPORT
DRILLER
Image
10/24/1995