Oregon Water Resources Department
Well Log Information System
Well Log:
KLAM 57230
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Well Information
(Click to Collapse...)
Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
KLAM
57230
View Log
Well Label:
100677
Start Card:
1008879
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
12/02/2009
Land Owner
Name:
J. MICHAEL & SHARON BAILEY
Company:
Address:
217 VINE ST.
MURRY, UT 84107
Location
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Latitude/Longitude
Latitude:
42.19609803
Longitude:
-121.64762865
Horiz. Error:
100.00
ft.
Location
County:
KLAM
TRSQQ:
WM39.00S10.00E9NENW
Tax Map:
Tax Lot:
901
Lot:
Block:
Subdivision:
Street of Well:
NEXT TO 3114 PINE GROVE RD. KLAMATH FALLS, OR 97603
WM District:
17
Surface Elev:
4150.00
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:
11/30/2009
Completed Date:
12/02/2009
Drill Method:
Rotary Air
Depth of Completed Well:
461.00
Est. Depth Drilled:
461.00
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
10.00
0.00
168.00
2
6.00
168.00
461.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite Chips
0.00
38.00
17.00
2
Cement
38.00
168.00
34.00
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
6.00
●
2.00
171.00
.250
Steel
●
●
171.00
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature:
61 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)
Air
20.0
270
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
125.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
152.00
Post-Static Water Level Date:
12/02/2009
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
11/30/2009
125.00
162.00
65.00
18.0
2
12/2/2009
326.00
402.00
152.00
40.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
2.00
TOP SOIL
2
2.00
15.00
BROWN SAND & SANDSTONE
3
15.00
39.00
BROWN CLAY
4
39.00
125.00
GRAY CLAY
5
125.00
162.00
GRAY CLAY WITH STREAKS OF BLACK SAND & SANDSTONE
6
162.00
326.00
GRAY CLAY
7
326.00
402.00
GRAY CLAY WITH STREAKS OF BLACK SAND & SANDSTONE
8
402.00
461.00
GRAY CLAY
Well Constructor
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Bonded Driller Name:
STEPHEN R HUGHES
Bonded Driller Company:
NORM SEVEY WELL DRILLING
Bonded Driller Number:
777
Bonded Date Signed:
12/04/2009
Unbonded Name:
PINKARD,JAMES B
Unbonded Company:
NORM SEVEY WELL DRILLING
Unbonded Number:
1560
Unbonded Date Signed:
12/04/2009
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
PLEASE NOTE: (5) BORE HOLE CONSTRUCTION CEMENT CONTAINS 5% BENTONITE
Documents
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Title
Document Type
Source
Download Image
KLAM 57230
EXEMPT USE MAP
DRILLER
Image
KLAM 57230
WELL REPORT
DRILLER
Image