Oregon Water Resources Department
Well Log Information System
Well Log:
CROO 54871
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CROO
54871
View Log
Groundwater Site
Well Label:
136752
Start Card:
1046329
Original Report:
Owner Well Nbr:
LAMONTA
Company Job Nbr:
Primary Use:
COMMUNITY
Complete Date:
03/04/2020
Land Owner
Name:
Company:
CITY OF PRINEVILLE
Address:
387 NE 3RD ST
PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude:
44.31746262
Longitude:
-120.86207477
Horiz. Error:
99.00
ft.
Location
County:
CROO
TRSQQ:
WM14.00S16.00E31NENW
Tax Map:
Tax Lot:
1200
Lot:
Block:
Subdivision:
Street of Well:
NW LAMONTA
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:
02/12/2020
Completed Date:
03/04/2020
Drill Method:
Rotary Air
Depth of Completed Well:
298.00
Est. Depth Drilled:
298.00
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:
200.00 ft to 298.00 ft
Filter Pack Material:
SAND
Filter Pack Size:
4/10
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
16.00
0.00
298.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
0.00
200.00
140.00
92.72
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
●
1.00
226.00
.250
Steel
●
2
Casing
12.00
291.00
298.00
.250
Steel
●
Temporary Casing
Temp Casing
Diameter (in)
From (ft)
To (ft)
●
16.00
-1.00
298.00
Perforations
No data matches search criteria.
Screens
Row
Type
Material
Casing/Liner
Diameter (in)
Gauge
From (ft)
To (ft)
Screen Size
Slot Size
Nbr of Slots
Telescope/
Pipe size
1
JOHNSON
STAINLESS STEEL
Casing
12.00
226.00
291.00
0.250
Well Test
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Well Test
Temperature:
55 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
325.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Air
400.0
200.00
1.0
Pump
600.0
165.0
200.00
72.8
3.64
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
222.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
8.00
Post-Static Water Level Date:
03/04/2020
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
2/14/2020
222.00
290.00
8.00
400.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
37.00
CLAY GRAVELS BROWN
2
37.00
65.00
SILT SAND GRAY
3
65.00
167.00
SILT SAND GRAY/CLAY BROWN
4
167.00
222.00
CLAY STICKY GRAY
5
222.00
249.00
GRAVELS SAND
6
249.00
251.00
SILT SAND CLAY GRAY
7
251.00
290.00
GRAVELS SAND GRAY
8
290.00
298.00
CLAYSTONE GREEN
Well Constructor
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Bonded Driller Name:
JACK ABBAS
Bonded Driller Company:
ABBAS WELL DRILLING CO
Bonded Driller Number:
1720
Bonded Date Signed:
04/09/2020
Unbonded Name:
ABBAS,JEB W
Unbonded Company:
ABBAS WELL DRILLING CO
Unbonded Number:
1852
Unbonded Date Signed:
03/28/2020
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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No data matches search criteria.
Documents
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Title
Document Type
Source
Download Image
Received Date
CROO 54871
EXEMPT USE MAP
DRILLER
Image
4/9/2020
CROO 54871
WELL REPORT
DRILLER
Image
4/9/2020