Oregon Water Resources Department
Well Log Information System
Well Log:
LANE 77335
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
LANE
77335
View Log
Groundwater Site
Well Label:
137637
Start Card:
1047155
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
05/04/2020
Land Owner
Name:
Company:
LANE HOUSING AUTHORITY C/O JOHNSON CONTROLS INC
Address:
103 WOODMERE RD
FOLSOM, CA 95630
Location
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Latitude/Longitude
Latitude:
Longitude:
Horiz. Error:
ft.
Location
County:
LANE
TRSQQ:
WM17.00S3.00W27NESE
Tax Map:
Tax Lot:
6700
Lot:
Block:
Subdivision:
Street of Well:
1632 MILL ST SPRINGFIELD
WM District:
2
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:
04/30/2020
Completed Date:
05/04/2020
Drill Method:
Rotary Air
Depth of Completed Well:
50.00
Est. Depth Drilled:
50.00
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
12.00
0.00
20.00
2
8.00
20.00
50.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite
0.00
4.00
4.00
2.27
2
Cement
4.00
20.00
26.00
6.67
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
●
2.00
26.00
.250
Steel
●
●
26.00
2
Casing
6.00
45.00
50.00
.250
Steel
●
●
26.00
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
STAINLESS STEEL
Casing
6.00
25.00
45.00
0.012
1000
Well Test
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Well Test
Temperature:
57 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
164.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Air
25.0
50
4.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
7.00
Post-Static Water Level Date:
05/04/2020
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
5/4/2020
7.00
45.00
7.00
25.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
4.00
TOP SOIL
2
4.00
7.00
BROWN CLAY
3
7.00
45.00
SAND AND GRAVEL
4
45.00
50.00
BLUE SANDSTONE
Well Constructor
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Bonded Driller Name:
CASEY JONES JR
Bonded Driller Company:
CASEY JONES WELL DRILLING CO INC
Bonded Driller Number:
1541
Bonded Date Signed:
05/05/2020
Unbonded Name:
HOLLEY,MICHAEL J
Unbonded Company:
CASEY JONES WELL DRILLING CO INC
Unbonded Number:
1839
Unbonded Date Signed:
05/05/2020
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
LANE 77335
WELL REPORT
DRILLER
Image