Oregon Water Resources Department
Well Log Information System
Well Log:
CROO 54785
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CROO
54785
View Log
Groundwater Site
Well Label:
133400
Start Card:
1042929
Original Report:
Owner Well Nbr:
DT-4
Company Job Nbr:
Primary Use:
OTHER - MUNICIPAL
Complete Date:
07/11/2019
Land Owner
Name:
Company:
CITY OF PRINEVILLE C/O TAYLOR NW
Address:
PO BOX 6714
BEND, OR 97708
Location
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Latitude/Longitude
Latitude:
44.28925000
Longitude:
-120.84558333
Horiz. Error:
99.00
ft.
Location
County:
CROO
TRSQQ:
WM15.00S16.00E8NWNW
Tax Map:
Tax Lot:
201
Lot:
Block:
Subdivision:
Street of Well:
CROOKED RIVER PARK- S. MAIN ST
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:
07/03/2019
Completed Date:
07/11/2019
Drill Method:
Rotary Air
Depth of Completed Well:
95.00
Est. Depth Drilled:
95.00
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:
58.00 ft to 95.00 ft
Filter Pack Material:
SAND
Filter Pack Size:
4/10
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
16.00
0.00
95.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
5.00
58.00
70.00
40.00
2
Concrete
0.00
5.00
14430.00
313.00
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
●
2.00
60.00
.250
Steel
●
2
Casing
8.00
90.00
95.00
.250
Steel
●
Temporary Casing
Temp Casing
Diameter (in)
From (ft)
To (ft)
16.00
-2.00
95.00
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
8.00
60.00
90.00
0.020
Well Test
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Well Test
Temperature:
55 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
285.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Air
100.0
90
2.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
11.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
6.00
Post-Static Water Level Date:
07/11/2019
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
7/3/2019
11.00
46.00
10.00
50.0
2
7/3/2019
58.00
89.00
6.00
100.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
2.00
TOP SOIL
2
2.00
10.00
GRAVELS SAND BROWN
3
10.00
32.00
GRAVELS SAND GRAY
4
32.00
46.00
SAND GRAY LOOSE
5
46.00
52.00
SILT SAND
6
52.00
58.00
CLAY GRAY
7
58.00
83.00
GRAVELS
8
83.00
89.00
GRAVELS SILT
9
89.00
95.00
CLAY 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:
07/28/2019
Unbonded Name:
PECK,THOMAS R
Unbonded Company:
ABBAS WELL DRILLING CO
Unbonded Number:
758
Unbonded Date Signed:
07/28/2019
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Due to huge wash outs in concrete seal interval many times more concrete was used in the seal than calculated.
Documents
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Title
Document Type
Source
Download Image
CROO 54785
EXEMPT USE MAP
DRILLER
Image
CROO 54785
WELL REPORT
DRILLER
Image