Oregon Water Resources Department
Well Log Information System
Well Log:
DESC 765
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
DESC
765
View Log
Groundwater Site
Well Label:
122907
Start Card:
27901
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
IRRIGATION
Complete Date:
02/01/1991
Land Owner
Name:
TEEKREE LARSON
Company:
Address:
19910 PINE LANE
BEND, OR 97701
Location
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Latitude/Longitude
Latitude:
44.22649235
Longitude:
-121.23279270
Horiz. Error:
50.00
ft.
Location
County:
DESC
TRSQQ:
WM15.00S12.00E36SENE
Tax Map:
Tax Lot:
406
Lot:
Block:
Subdivision:
Street of Well:
5310 SW HARVEST LN, REDMOND
WM District:
11
Surface Elev:
3112.59
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:
01/07/1991
Completed Date:
02/01/1991
Drill Method:
Rotary Air
Depth of Completed Well:
451.00
Est. Depth Drilled:
451.00
Special Standards:
Seal Placed Method:
OTHER - POURED DRY
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
12.00
0.00
18.50
2
10.00
18.50
451.00
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
8.00
2.00
18.50
.250
Steel
●
2
Liner
7.00
2.00
451.00
.188
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
FACTORY PERFECT
390.00
450.00
0.125
3.000
60
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
50.0
0.0
446
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
390.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
390.00
Post-Static Water Level Date:
02/01/1991
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
390.00
451.00
358.00
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
3.00
TOP SOIL
2
3.00
12.00
BROKEN GRAY BASALT
3
12.00
22.00
HARD GRAY BASALT
4
22.00
85.00
MEDIUM GRAY BASALT
5
85.00
130.00
BROKEN SANDSTONE
6
130.00
142.00
MEDIUM GRAVEL
7
142.00
177.00
BROKEN BASALT
8
177.00
189.00
HARD BROKEN BR BASALT
9
189.00
229.00
MEDIUM HARD BROWN BASALT
10
229.00
309.00
HARD BROWN CLAY
11
309.00
389.00
BROWN SANDSTONE
12
389.00
395.00
DARK BROWN SAND (FINE)
13
395.00
426.00
SANDSTONE W/CLAY
14
426.00
440.00
BROWN SAND & CONGLOMERATE (FINE)
15
440.00
451.00
HARD BROWN CLAY
Well Constructor
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Bonded Driller Name:
ROBERT BUCKNER
Bonded Driller Company:
WESTERN WATER DEVELOPMENT
Bonded Driller Number:
1385
Bonded Date Signed:
02/06/1991
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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No data matches search criteria.
Documents
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Title
Document Type
Source
Download Image
DESC 765
WELL REPORT
DRILLER
Image