Oregon Water Resources Department
Well Log Information System
Well Log:
DESC 57269
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
DESC
57269
View Log
Groundwater Site
Well Label:
81471
Start Card:
176282
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
02/14/2006
Land Owner
Name:
TOM HARPHAM
Company:
Address:
18331 PINEHURST RD
BEND, OR 97701
Location
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Latitude/Longitude
Latitude:
44.14193996
Longitude:
-121.39536544
Horiz. Error:
200.00
ft.
Location
County:
DESC
TRSQQ:
WM16.00S11.00E34NESW
Tax Map:
Tax Lot:
804
Lot:
Block:
Subdivision:
Street of Well:
18331 PINEHURST RD
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:
02/08/2006
Completed Date:
02/14/2006
Drill Method:
Rotary Air
Depth of Completed Well:
735.00
Est. Depth Drilled:
735.00
Special Standards:
Seal Placed Method:
OTHER - POURED DRY
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
12.00
0.00
18.50
2
8.00
18.50
735.00
Seal
No data matches search criteria.
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
18.50
.250
Steel
●
2
Liner
6.00
5.00
735.00
.188
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
MACHINED
Liner
6.00
695.00
735.00
0.125
4.000
502
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
49 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
15.0
0.0
725
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
692.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
557.00
Post-Static Water Level Date:
02/14/2006
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
692.00
735.00
557.00
15.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
2.00
TOP SOIL
2
2.00
11.00
GRAVEL AND BOULDERS
3
11.00
71.00
SOLID CONGLOM
4
71.00
150.00
MILD BROWN LAVA
5
150.00
209.00
BROWN SANDSTONE
6
209.00
302.00
HARD GREY LAVA
7
302.00
365.00
MILD BROWN LAVA
8
365.00
409.00
BROWN SANDSTONE
9
409.00
475.00
HARD GREY LAVA
10
475.00
497.00
COARSE SANDSTONE
11
497.00
544.00
HARD GREY LAVA
12
544.00
692.00
BROWN SANDSTONE
13
692.00
735.00
COARSE BROWN SANDSTONE
557.00
Well Constructor
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Bonded Driller Name:
JAMES THOMSON
Bonded Driller Company:
AIKEN WELL DRILLING
Bonded Driller Number:
1822
Bonded Date Signed:
02/14/2006
Unbonded Name:
RANDALLS,JEFFREY R
Unbonded Company:
ALLIED CONSTRUCTION LLC
Unbonded Number:
1819
Unbonded Date Signed:
02/14/2006
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
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Title
Document Type
Source
Download Image
DESC 57269
WELL REPORT
DRILLER
Image