Oregon Water Resources Department
Well Log Information System
Well Log:
LANE 80616
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
ALTERATION
Well Report:
LANE
80616
View Log
Groundwater Site
Well Label:
155289
Start Card:
1081549
Original Report:
LANE
80614
View Original Log
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
03/18/2026
Land Owner
Name:
HOI WING MA
Company:
Address:
26152 CORY RD
JUNCTION CITY, OR 97448
Location
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Latitude/Longitude
Latitude:
44.22453000
Longitude:
-123.31491000
Horiz. Error:
99.00
ft.
Location
County:
LANE
TRSQQ:
WM15.00S5.00W32SENE
Tax Map:
Tax Lot:
102
Lot:
Block:
Subdivision:
Street of Well:
26152 CORY RD, JUNCTION CITY, OR 97448
WM District:
2
Surface Elev:
379.77
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:
03/17/2026
Completed Date:
03/18/2026
Drill Method:
Rotary Air
Depth of Completed Well:
300.00
Est. Depth Drilled:
300.00
Special Standards:
Seal Placed Method:
C
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
42.00
2
6.00
42.00
300.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
2
Cement
0.00
42.00
12.00
11.27
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)Pre-Alteration
6.00
●
2.00
18.00
0.250 - Gauge
Steel
●
2
Casing
6.00
●
1.50
42.00
0.250 - Gauge
Steel
●
3
Liner
4.00
2.00
300.00
SDR26 PVC
Plastic
●
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
SKILL SAW
Liner
4.00
160.00
200.00
0.125
12.000
42
2
SKILL SAW
Liner
4.00
180.00
200.00
0.125
12.000
21
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
62 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
146.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Air
12.0
300.00
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
34.00
Pre-Static Water Level:
37.00
Pre-Static Water Level Date:
03/15/2026
Post-Static Water Level:
37.00
Post-Static Water Level Date:
03/18/2026
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
3/17/2026
34.00
35.00
30.00
0.1
2
3/17/2026
58.00
59.00
37.00
4.0
3
3/17/2026
234.00
235.00
37.00
8.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
1.00
TOP SOIL
2
1.00
20.00
YELLOW CLAY
3
20.00
26.00
GREY CLAYSTONE
4
26.00
300.00
GREY SANDSTONE
Well Constructor
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Bonded Driller Name:
JACOB HOWELL
Bonded Driller Company:
WEST COAST WELL DRILLING LLC
Bonded Driller Number:
1960
Bonded Date Signed:
04/15/2026
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
(Click to Expand...)
Title
Document Type
Source
Download Image
Received Date
LANE 80616
EXEMPT USE MAP
DRILLER
Image
4/15/2026
LANE 80616
WELL REPORT
DRILLER
Image
4/15/2026