Oregon Water Resources Department
Well Log Information System
Well Log:
YAMH 4967
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
YAMH
4967
View Log
Groundwater Site
Well Label:
149841
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
03/29/1979
Land Owner
Name:
MR FRED BENOIT
Company:
Address:
2035 WOOD ACRES DR
EUGENE, OR
Location
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Latitude/Longitude
Latitude:
45.26315202
Longitude:
-123.12544546
Horiz. Error:
ft.
Location
County:
YAMH
TRSQQ:
WM3.00S4.00W36SESW
Tax Map:
Tax Lot:
900
Lot:
Block:
Subdivision:
Street of Well:
6580 NE MINERAL SPRINGS RD, CARLTON
WM District:
22
Surface Elev:
290.12
FT
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:
03/21/1979
Completed Date:
03/29/1979
Drill Method:
Cable
Depth of Completed Well:
235.00
Est. Depth Drilled:
235.00
Special Standards:
Seal Placed Method:
OTHER - PUMPED THRU PIPE
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
10.00
0.00
40.00
2
6.00
40.00
235.00
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
99
Casing
6.63
●
1.00
40.00
.250
●
100
Liner
4.00
30.00
235.00
sdr 26
●
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
SKIL SAW
217.00
232.00
0.13
0.125
2.000
40
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
51 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)
Bailer
11.0
200.0
2.0
0.06
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
80.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
37.00
Post-Static Water Level Date:
03/22/1979
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
3/27/1979
34.00
38.00
37.00
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
8.00
TOP SOIL BROWN
2
8.00
20.00
SANDSTONE LIGHT BROWN
3
20.00
34.00
SANDSTONE GRAY SOFT
4
34.00
38.00
SANDSTONE GRAY HARD
37.00
5
38.00
48.00
SANDSTONE GRAY SOFT
6
48.00
50.00
SANDSTONE GRAY HARD
7
50.00
61.00
SANDSTONE GRAY SOFT
8
61.00
80.00
SANDSTONE GRAY MED HARD - WB
9
80.00
184.00
SHALE GRAY SOFT STICKY
10
184.00
217.00
SANDSTONE GRAY HARD
11
217.00
235.00
SHALE GRAY SOFT STICKY
Well Constructor
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Bonded Driller Name:
THOMAS BRYANT
Bonded Driller Company:
Bonded Driller Number:
703
Bonded Date Signed:
03/30/1979
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
YAMH 4967
WELL REPORT
DRILLER
Image