Oregon Water Resources Department
Well Log Information System
Well Log:
HARN 52109
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
HARN
52109
View Log
Groundwater Site
Well Label:
60056
Start Card:
1022988
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
06/30/2014
Land Owner
Name:
MATT STASHIN
Company:
Address:
21762 SW MT HOME RD
SHERWOOD, OR 97140
Location
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Latitude/Longitude
Latitude:
43.45402000
Longitude:
-118.70773000
Horiz. Error:
99.00
ft.
Location
County:
HARN
TRSQQ:
WM24.00S33.00E30NWNW
Tax Map:
Tax Lot:
00400
Lot:
Block:
Subdivision:
Street of Well:
ONE MILE NORTH ON S NEWTON RD FROM HWY 78
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:
05/06/2014
Completed Date:
06/30/2014
Drill Method:
Rotary Air
Depth of Completed Well:
600.00
Est. Depth Drilled:
600.00
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
30.00
2
12.00
30.00
340.00
3
8.00
340.00
600.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Bentonite Chips
0.00
30.00
36.00
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
●
1.50
340.00
.250
Steel
●
2
Liner
10.00
320.00
480.00
.250
Steel
●
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
MILL CUT
Liner
10.00
320.00
480.00
0.125
3.000
16
Screens
No data matches search criteria.
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)
Pump
220.0
240.0
280
7.0
0.92
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
148.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
34.00
Post-Static Water Level Date:
06/30/2014
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
5/14/2014
143.00
600.00
34.00
250.0
Lithology
(Click to Expand...)
Material
Row
From
To
Material
Static Water Level
1
0.00
4.00
TOP SOIL / SANDY
2
4.00
65.00
BROWN CLAYSTONE
3
65.00
80.00
CLAY STONE / SANDY
4
80.00
140.00
CLAY STONE / FRACTURED
5
140.00
148.00
SANDY / CLAY
6
148.00
233.00
CLAY STONE / FRACTURED
7
233.00
240.00
GRAY CLAY / SANDY
8
240.00
315.00
CLAY STONE / FRACTURED
9
315.00
345.00
SANDSTONE / FRACTURED
10
345.00
350.00
SILT STONE
11
350.00
380.00
PUMICE
12
380.00
425.00
SANDSTONE / FRACTURED
13
425.00
448.00
SILT STONE
14
448.00
465.00
SANDSTONE / FRACTURED
15
465.00
600.00
LAYERED: CLAY STONE / SAND STONE
Well Constructor
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Bonded Driller Name:
JARRETT S HUMPHREY
Bonded Driller Company:
DEEP HOLE DRILLING
Bonded Driller Number:
1801
Bonded Date Signed:
09/13/2014
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
HARN 52109
EXEMPT USE MAP
DRILLER
Image
HARN 52109
WELL REPORT
DRILLER
Image