Oregon Water Resources Department
Well Log Information System
Well Log:
HARN 51886
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
HARN
51886
View Log
Groundwater Site
Well Label:
109951
Start Card:
1017766
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
09/26/2012
Land Owner
Name:
STEVE HELMS
Company:
Address:
2874 MILLERSBURG DRIVE NE
ALBANY, OR 97321
Location
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Latitude/Longitude
Latitude:
43.24405916
Longitude:
-118.56844951
Horiz. Error:
100.00
ft.
Location
County:
HARN
TRSQQ:
WM27.00S34.00E7NENE
Tax Map:
Tax Lot:
1200
Lot:
Block:
Subdivision:
Street of Well:
60110 ANDERSON VALLEY RD., PRINCETON, OR
WM District:
10
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:
09/18/2012
Completed Date:
09/26/2012
Drill Method:
Rotary Air
Depth of Completed Well:
169.00
Est. Depth Drilled:
200.00
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
16.00
0.00
42.00
2
12.00
42.00
200.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite Chips
0.00
42.00
30.00
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
12.00
●
2.00
118.00
.250
Steel
●
●
176.00
2
Liner
10.00
108.50
118.50
.250
Steel
●
●
176.00
3
Liner
10.00
148.50
157.50
.250
Steel
●
●
176.00
4
Casing
12.00
168.00
176.00
.250
Steel
●
●
176.00
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
V WRAPPED
STAINLESS STEEL
Liner
10.00
118.50
148.50
0.030
2
V WRAPPED
STAINLESS STEEL
Liner
10.00
157.50
167.50
0.030
Well Test
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Well Test
Temperature:
56 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
300.0
153
5.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
27.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
34.00
Post-Static Water Level Date:
09/26/2012
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
9/19/2012
27.00
28.00
27.00
20.0
2
9/26/2012
95.00
200.00
-34.00
400.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
2.00
BROWN SANDY TOP SOIL
2
2.00
10.00
BROWN SANDY CLAY
3
10.00
24.00
BROWN CLAY
4
24.00
27.00
GREY CLAY
5
27.00
28.00
CRACK
6
28.00
95.00
GREY SANDY CLAY
7
95.00
200.00
CONGLOMERATE OF GRAVEL,SAND, SANDSTONE &
Well Constructor
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Bonded Driller Name:
SAM P KINGREY
Bonded Driller Company:
DOWN RIGHT DRILLING & PUMP INC
Bonded Driller Number:
1899
Bonded Date Signed:
10/15/2012
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
HARN 51886
WELL REPORT
DRILLER
Image