Oregon Water Resources Department
Well Log Information System
Well Log:
CROO 53215
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CROO
53215
View Log
Groundwater Site
Well Label:
82810
Start Card:
186472
Original Report:
Owner Well Nbr:
FAIRGROUNDS
Company Job Nbr:
Primary Use:
COMMUNITY
Complete Date:
08/25/2006
Land Owner
Name:
Company:
CITY OF PRINEVILLE
Address:
387 NE THIRD ST
PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude:
44.29039932
Longitude:
-120.84309300
Horiz. Error:
20.00
ft.
Location
County:
CROO
TRSQQ:
WM15.00S16.00E8NENW
Tax Map:
Tax Lot:
203
Lot:
Block:
Subdivision:
Street of Well:
1280 S. MAIN ST (CROOKED RIVER HWY), PRINEVILLE, OR 97754,APPROX 50 FEET EAST OF CROOKED RIVER HWY AND SOUTH OF FAIRGROUNDS ENTRANCE
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:
06/06/2006
Completed Date:
08/25/2006
Drill Method:
Rotary Air
Depth of Completed Well:
195.00
Est. Depth Drilled:
255.00
Special Standards:
Seal Placed Method:
C
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
225.00 ft to 255.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
155.00 ft to 159.00 ft
Filter Pack Material:
SAND
Filter Pack Size:
20/40
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
24.00
0.00
190.00
2
20.00
190.00
255.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
0.00
155.00
280.00
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
20.00
0.00
165.00
.375
Steel
●
2
Casing
12.00
0.00
165.00
.375
Steel
●
3
Casing
12.00
185.00
195.00
.375
Steel
●
Temporary Casing
No data matches search criteria.
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
WIRE WRAP
304 STAINLESS STEEL
Casing
12.00
165.00
185.00
0.125
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
150.0
144.0
173
24.0
1.04
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
20.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
20.80
Post-Static Water Level Date:
07/27/2006
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
6/13/2006
20.00
185.00
20.80
160.0
2
6/16/2006
195.00
200.00
3
6/23/2006
227.00
255.00
215.00
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
27.00
GRAVEL & SAND
2
27.00
185.00
SILT TO SAND - GREY
3
185.00
195.00
CLAY
4
195.00
200.00
SAND & CLAY
5
200.00
227.00
CLAY
6
227.00
233.00
GRAVELS - HARD
7
233.00
240.00
GRAVELS & GREEN SILTSTONE
8
240.00
255.00
SANDSTONE - GREEN TO BROWN
Well Constructor
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Bonded Driller Name:
ROBERT STADELI
Bonded Driller Company:
GEO-TECH EXPLORATIONS, INC.
Bonded Driller Number:
1523
Bonded Date Signed:
09/18/2006
Unbonded Name:
VIBBARD,STEVEN
Unbonded Company:
Unbonded Number:
1530
Unbonded Date Signed:
09/18/2006
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
BACK FILL - PEA GRAVEL: 195 - 197 - CEMENT: 197 - 225 - PEA GRAVEL: 225 - 255
Documents
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Title
Document Type
Source
Download Image
CROO 53215
WELL REPORT
DRILLER
Image