Oregon Water Resources Department
Well Log Information System
Well Log:
CROO 53759
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CROO
53759
View Log
Groundwater Site
Well Label:
102606
Start Card:
1009339
Original Report:
Owner Well Nbr:
1542
Company Job Nbr:
Primary Use:
INDUSTRIAL
Complete Date:
02/05/2010
Land Owner
Name:
Company:
THE CITY OF PRINEVILLE
Address:
387 NE 3RD STREET
PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude:
44.33602655
Longitude:
-120.88938766
Horiz. Error:
50.00
ft.
Location
County:
CROO
TRSQQ:
WM14.00S15.00E23SESE
Tax Map:
Tax Lot:
602
Lot:
Block:
Subdivision:
Street of Well:
FREIGHT DEPOT, 3875 NW LAMONTA RD, PRINEVILLE, OREGON 97754
WM District:
24
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:
02/01/2010
Completed Date:
02/05/2010
Drill Method:
Rotary Mud
Depth of Completed Well:
280.00
Est. Depth Drilled:
280.00
Special Standards:
Seal Placed Method:
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
14.00
0.00
100.00
2
10.00
100.00
280.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
15.00
10.00
2
Cement
15.00
100.00
35.00
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
8.00
●
1.50
278.50
.250
Steel
●
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
TORCH
Casing
258.50
278.50
0.125
6.000
250
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)
Air
150.0
280
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
265.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
16.00
Post-Static Water Level Date:
02/05/2010
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
2/5/2010
265.00
275.00
16.00
150.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
3.00
SANDY TOPSOIL
2
3.00
15.00
RIVER ROCK
3
15.00
21.00
COARSE BLACK SAND
4
21.00
78.00
BROWN CLAY & GRAVEL
5
78.00
265.00
GREY CLAY
6
265.00
275.00
GRAVEL CONG
7
275.00
280.00
GREY CLAY
Well Constructor
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Bonded Driller Name:
DARRELL MAPHET
Bonded Driller Company:
MAPHET WELL DRILLING & PUMP
Bonded Driller Number:
584
Bonded Date Signed:
02/08/2010
Unbonded Name:
WILLIAMS,JAMES H
Unbonded Company:
MAPHET WELL DRILLING & PUMP
Unbonded Number:
1880
Unbonded Date Signed:
02/08/2010
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
SHALE TRAP PLACED AT 100 FT
Documents
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Title
Document Type
Source
Download Image
CROO 53759
WELL REPORT
DRILLER
Image