Oregon Water Resources Department
Well Log Information System
Well Log:
MORR 600
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
MORR
600
View Log
Well Label:
154741
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
147
Primary Use:
DOMESTIC
Complete Date:
08/29/1979
Land Owner
Name:
WILLIAM SULLIVAN
Company:
Address:
PO BOX 9
BOARDMAN, OR 97818
Location
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Latitude/Longitude
Latitude:
45.75371500
Longitude:
-119.54987400
Horiz. Error:
50.00
ft.
Location
County:
MORR
TRSQQ:
WM3.00N26.00E10NESW
Tax Map:
Tax Lot:
1000
Lot:
Block:
Subdivision:
Street of Well:
74271 HOMESTEAD LN, HERMISTON
WM District:
5
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:
08/16/1979
Completed Date:
08/29/1979
Drill Method:
Rotary Air
Depth of Completed Well:
383.00
Est. Depth Drilled:
383.00
Special Standards:
Seal Placed Method:
OTHER - GROUTED ANNULAR SP TO GL
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
12.75
0.00
20.00
2
9.75
20.00
178.50
3
8.00
178.50
383.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
0.00
20.00
14.00
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
8.00
●
1.50
178.50
.250
●
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:
55 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
60.0
100
1.5
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
165.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
120.00
Post-Static Water Level Date:
08/29/1979
Static Water Level
No data matches search criteria.
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
4.00
SILTY SANDY TOP SOIL
2
4.00
61.00
COARSE GRAY SAND
3
61.00
165.00
LT BROWN CLAY
4
165.00
171.00
WHITE SAND AND GRAVEL
5
171.00
180.00
SOFT BROWN BASALT
171.00
6
180.00
265.00
BLACK BASALT
110.00
7
265.00
287.00
GRAY BASALT
110.00
8
287.00
322.00
VESICULAR BASALT
110.00
9
322.00
354.00
BLUE CLAY
110.00
10
354.00
383.00
VESICULAR BASALT
120.00
Well Constructor
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Bonded Driller Name:
JOHN BROWN
Bonded Driller Company:
Bonded Driller Number:
516
Bonded Date Signed:
09/05/1979
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Hole from 171' to 178' was pressure grouted with 6 sacks cement grout then casing driven to 178.5' and let set up.
Documents
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Title
Document Type
Source
Download Image
MORR 600
GENERATED MAP
DRILLER
Image
MORR 600
WELL REPORT
DRILLER
Image