Oregon Water Resources Department
Well Log Information System
Well Log:
DESC 65042
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
DEEPENING
Well Report:
DESC
65042
View Log
Groundwater Site
Well Label:
135727
Start Card:
1075211
Original Report:
DESC
412
View Original Log
Owner Well Nbr:
Company Job Nbr:
Primary Use:
INDUSTRIAL
Complete Date:
10/11/2024
Land Owner
Name:
JAN HUPP
Company:
Address:
19900 GRANDE RD SE
SILVERTON, OR 97381
Location
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Latitude/Longitude
Latitude:
44.19825000
Longitude:
-121.40519000
Horiz. Error:
99.00
ft.
Location
County:
DESC
TRSQQ:
WM16.00S11.00E9SESE
Tax Map:
Tax Lot:
700
Lot:
Block:
Subdivision:
Street of Well:
66169 HWY 20 BEND, OR 97703
WM District:
11
Surface Elev:
3238.72
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:
09/10/2024
Completed Date:
10/11/2024
Drill Method:
Rotary Air
Depth of Completed Well:
537.00
Est. Depth Drilled:
537.00
Special Standards:
Seal Placed Method:
OTHER - NOT DISTURBED
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
15.00
0.00
19.00
2
10.00
19.00
374.00
3
8.00
374.00
406.00
4
6.00
406.00
537.00
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)Pre-Alteration
10.00
●
1.00
19.00
0.250 - Gauge
Steel
●
2
(Casing)Pre-Alteration
8.00
0.00
374.00
0.188 - Gauge
Steel
●
3
(Casing)Pre-Alteration
6.00
0.00
444.00
unknow
Plastic
4
Casing
6.00
0.00
495.00
0.250 - Gauge
Steel
●
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:
52 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
112.00 ppm
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Air
200.0
537
1.0
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
324.00
Pre-Static Water Level:
324.00
Pre-Static Water Level Date:
09/10/2024
Post-Static Water Level:
318.00
Post-Static Water Level Date:
10/11/2024
Static Water Level
Row
Date
From(ft)
To(ft)
SWL
Est. Flow Rate
PSI
1
10/11/2024
324.00
537.00
318.00
200.0
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
374.00
NOT DISTURBED
6
374.00
406.00
WB GRAY BASALT
2
406.00
487.00
WB LOOSE SAND, FINE GRAVELS, SILTS
3
487.00
510.00
WB BASALT HARD
4
510.00
517.00
WB BROWN SANDSTONE
5
517.00
537.00
WB RED CINDERS
Well Constructor
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Bonded Driller Name:
JACK ABBAS
Bonded Driller Company:
ABBAS WELL DRILLING CO
Bonded Driller Number:
1720
Bonded Date Signed:
10/24/2024
Unbonded Name:
SABEY,LANCE
Unbonded Company:
ABBAS WELL DRILLING
Unbonded Number:
2116
Unbonded Date Signed:
10/18/2024
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
PULLED 6" PLASTIC LINER. PUMPED 10 YARDS OF 6 SACK 374'-15'. DRILLED 8" HOLE 374'-450'. GRAY BASALT 374'-406' LOOSE SAND & FINE GRAVELS, SOME SILTS 406'-487'. HOLE CAVED BACK TO 406'. SPUN 6".250 0'-495' DESC62324 DID NOT SPECIFY WHAT GAUGE THE 6" PLASTIC LINER WAS. o 1.5’ of 10” casing added to top of well o 8” steel liner was not in the well upon arrival
Documents
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Title
Document Type
Source
Download Image
DESC 65042
WELL REPORT
DRILLER
Image