Oregon Water Resources Department
Well Log Information System
Well Log:
DESC 9413
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
DESC
9413
View Log
Groundwater Site
Well Label:
71248
Start Card:
51600
Original Report:
Owner Well Nbr:
1
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
04/26/1994
Land Owner
Name:
JOHN BRYAN
Company:
Address:
555 BRYANT ST 244
PALO ALTO, CA 94301
Location
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Latitude/Longitude
Latitude:
44.37441979
Longitude:
-121.39016999
Horiz. Error:
ft.
Location
County:
DESC
TRSQQ:
WM14.00S11.00E11
Tax Map:
Tax Lot:
105
Lot:
Block:
Subdivision:
Street of Well:
70955 HOLMES RD (WAS 71100 HOLMES RD; CHG'D IN 2000)
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:
04/24/1994
Completed Date:
04/26/1994
Drill Method:
Rotary Air
Depth of Completed Well:
404.00
Est. Depth Drilled:
404.00
Special Standards:
Seal Placed Method:
OTHER - POURED DRY DOWN
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
19.00
2
8.00
19.00
404.00
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
●
1.00
19.00
.250
Steel
●
2
Liner
6.00
4.00
404.00
.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
FACTORY PERFECT
Liner
6.00
324.00
404.00
0.188
960
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
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
62.0
62.0
1.0
1.00
Pump
50.0
50.0
395
1.0
1.00
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
311.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
310.00
Post-Static Water Level Date:
04/26/1994
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
4/26/1994
311.00
342.00
15.0
2
4/26/1994
342.00
391.00
10.0
3
4/26/1994
391.00
404.00
30.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
3.00
SANDY TOP SOIL
2
3.00
41.00
TAN SANDSTONE
3
41.00
87.00
BROWN SANDSTONE
4
87.00
123.00
RED SANDSTONE
5
123.00
129.00
GREY SANDSTONE
6
129.00
146.00
BROWN SANDSTONE
7
146.00
157.00
LIGHT TAN SANDSTONE
8
157.00
194.00
BROWN BASALT, SOME FRACTURES
9
194.00
241.00
BROWN SANDSTONE
10
241.00
281.00
BROWN CONGLOMERATE LARGE GRAVELS
11
281.00
311.00
RED SANDSTONE
12
311.00
342.00
BROWN CONGLOMERATE WB
13
342.00
391.00
GREY BASALT WITH LAYERS CONGLOMERATE WB
14
391.00
404.00
RED CINDERS WB
Well Constructor
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Bonded Driller Name:
ROBERT BUCKNER
Bonded Driller Company:
WESTERN WATER DEVELOPMENT
Bonded Driller Number:
1385
Bonded Date Signed:
08/05/1994
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
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 9413
WELL REPORT
DRILLER
Image