Oregon Water Resources Department
Well Log Information System
Well Log:
TILL 53266
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
TILL
53266
View Log
Well Label:
143505
Start Card:
1059697
Original Report:
Owner Well Nbr:
6434
Company Job Nbr:
Primary Use:
COMMUNITY
Complete Date:
01/25/2023
Land Owner
Name:
Company:
CITY OF BAY CITY
Address:
PO BOX 3309
BAY CITY, OR 97107
Location
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Latitude/Longitude
Latitude:
45.52356500
Longitude:
-123.80883700
Horiz. Error:
99.00
ft.
Location
County:
TILL
TRSQQ:
WM1.00N9.00W32SWSE
Tax Map:
Tax Lot:
2400
Lot:
Block:
Subdivision:
Street of Well:
KILCHIS FOREST RD
WM District:
1
Surface Elev:
48.32
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:
01/11/2023
Completed Date:
01/25/2023
Drill Method:
Rotary Air
Depth of Completed Well:
55.00
Est. Depth Drilled:
55.00
Special Standards:
Seal Placed Method:
OTHER - POURED DRY
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
55.00 ft to 57.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
18.00 ft to 55.00 ft
Filter Pack Material:
ROUND ROCK
Filter Pack Size:
3/8"
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
16.00
0.00
57.00
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
12.00
●
4.00
19.60
.375
Steel
●
2
Casing
12.00
50.00
55.00
.375
Steel
●
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
WRAP RIB
55
Casing
12.00
19.60
50.00
0.090
0.1
Well Test
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Well Test
Temperature:
61 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
43.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Pump
650.0
7.9
45
4.0
82.28
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
18.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
12.90
Post-Static Water Level Date:
01/25/2023
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
1/25/2023
18.00
50.00
12.85
850.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
9.00
LARGE GRAVEL AND SAND
2
9.00
19.00
DIRTY GRAVEL AND SAND
3
19.00
28.00
GRAVEL AND SAND AND SOME CLAY
4
28.00
32.00
CLAY AND GRAVEL AND SAND
5
32.00
46.00
BROWN SILTY CLAY WITH SOME GRAVEL
6
46.00
50.00
SMALL GRAVEL AND SAND
7
50.00
55.00
LAVENDER BASALT
Well Constructor
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Bonded Driller Name:
BRET JONES
Bonded Driller Company:
JONES WELL DRILLING CO INC
Bonded Driller Number:
1684
Bonded Date Signed:
02/07/2023
Unbonded Name:
MARTIN,KURT D
Unbonded Company:
JONES DRILLING CO INC
Unbonded Number:
1411
Unbonded Date Signed:
02/07/2023
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
owner is going to raise grade leaving sono tube full of bentonite to +2' above current grade
Documents
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Title
Document Type
Source
Download Image
TILL 53266
EXEMPT USE MAP
DRILLER
Image
ARCHIVE DOCUMENT
SPECIAL STANDARD FINAL ORDER
ARCHIVE
Image
TILL 53266
WELL REPORT
DRILLER
Image