Oregon Water Resources Department
Well Log Information System
Well Log:
CROO 53667
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CROO
53667
View Log
Groundwater Site
Well Label:
93135
Start Card:
1006230
Original Report:
Owner Well Nbr:
6
Company Job Nbr:
Primary Use:
LIVESTOCK
Complete Date:
02/26/2009
Land Owner
Name:
CHARLES & JULIE WAIBEL
Company:
Address:
8055 SW POWELL BUTTE HWY
PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude:
44.22662397
Longitude:
-121.05905013
Horiz. Error:
500.00
ft.
Location
County:
CROO
TRSQQ:
WM15.00S14.00E33NENW
Tax Map:
Tax Lot:
200
Lot:
Block:
Subdivision:
Street of Well:
8055 SW POWELL BUTTE HWY
WM District:
11
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:
01/28/2009
Completed Date:
02/26/2009
Drill Method:
Rotary Air
Depth of Completed Well:
500.00
Est. Depth Drilled:
500.00
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
16.00
0.00
18.50
2
12.00
18.50
500.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
18.50
20.00
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
12.00
●
1.50
18.50
.250
ST
2
Liner
10.00
5.00
500.00
307
ST
●
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
ROTARY PERFORATOR
Liner
420.00
490.00
0.063
1.500
854
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
68 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
500.0
490
4.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
450.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
419.00
Post-Static Water Level Date:
02/26/2009
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
2/26/2009
450.00
500.00
419.00
500.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
2.00
TOP SOIL
2
2.00
58.00
HARD GREY BASALT
3
58.00
120.00
FRAC. GREY BASALT
4
120.00
140.00
HARD GREY BASALT
5
140.00
163.00
FRAC. GREY BASALT
6
163.00
210.00
HARD GREY BASALT
7
210.00
353.00
HARD BROWN SAND STONE
8
353.00
371.00
FRAC. GREY BASALT
9
371.00
428.00
HARD GREY BASALT
10
428.00
500.00
FRAC. GREY BASALT
Well Constructor
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Bonded Driller Name:
DAVID A SCHLICHTING
Bonded Driller Company:
D & D WELL DRILLING LLC
Bonded Driller Number:
1583
Bonded Date Signed:
03/11/2009
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Documents
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Title
Document Type
Source
Download Image
CROO 53667
WELL REPORT
DRILLER
Image