Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: CROO 55124 View Log
Well Label: 143493
Start Card: 1053447
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: DOMESTIC
Complete Date: 08/30/2021
Land Owner
Name:
Company: IDELWAY IMPROVEMENT DISTRICT, INC
Address: 10110 SE GOLDEN EAGLE DR

PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude: 44.15203240
Longitude: -120.72794577
Horiz. Error: ft.
Location
County: CROO
TRSQQ: WM16.00S17.00E29NWSW
Tax Map:
Tax Lot: 1600
Lot:
Block:
Subdivision:
Street of Well: APPROXIMATELY 16753 ANTELOPE CREEK DR.. OR AT THE END OF ANTELOPE ON THE RIGHT.
WM District: 24
Surface Elev: 3421.83 FT
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 08/16/2021
Completed Date: 08/30/2021
Drill Method: Rotary Air
Depth of Completed Well: 829.00
Est. Depth Drilled: 830.00
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
RowDiameter (in)From (ft)To (ft)
115.000.00388.50
28.00388.50800.00
36.00800.00830.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Cement0.00388.5041195.0039991.00
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing8.00 ● 2.00 388.50 .250 Steel ●  
2Liner6.00 220.00 800.00 .188 Steel ●  
Temporary Casing
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Perforations
RowMethodMaterialCasing/LinerDiameter (in)From (ft)To (ft)Perforation
Size		Screen/Slot
Size Width		Slot LengthNbr of Slots
2HOLT PERF Liner6.00760.00780.00 0.1251.500480
1HOLT PERF Liner6.00780.00800.00 0.1251.500961
Screens
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Well Test
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Well Test
Temperature: 62 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 80.00 ppm
Water Quality Concerns:
Well Test
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 300.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 397.00
Post-Static Water Level Date: 08/30/2021
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
18/17/2021300.00360.00250.0020.0 
28/25/2021780.00800.00397.0010.0 
38/29/2021780.00800.00258.0010.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.0010.00BROWN TAN FINE SANDS 
210.0022.00BROWN CLAY SANDY CONGL 
322.0053.00LIGHT GREEN CLAY WITH PUMICE SEEMS 
453.0055.00GRAY CLAY STONE 
555.0090.00BLUE GREEN CLAY STONE 
690.00170.00BROWN CLAY STONE WITH GRAVELS 
7170.00230.00GRAY GREEN CLAY STONE WITH GRAVELS 
8230.00340.00BREEN CLAY STONE SANDY GRAVEL CONGL 
9340.00380.00GRAY CLAY STONE 
10380.00400.00BLUE GREEN CLAY STONE 
11400.00430.00GRAY CLAY STONE WITH BROWN SEEMS STICKY 
12430.00550.00BROWN CLAY STONE 
13550.00620.00GRAY CLAY STONE CONGL WITH GRAVELS 
14620.00650.00GRAY SS CONGL 
15650.00790.00DARK BROWN CLAY STONE 
16790.00830.00BLACK SS CONGL 
Well Constructor
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Bonded Driller Name: NEIL FAGEN
Bonded Driller Company: AIKEN WELL DRILLING INC.
Bonded Driller Number: 1970
Bonded Date Signed: 09/29/2021
Unbonded Name: ALEXANDER,SHAUN
Unbonded Company: AIKEN WELL DRILLING
Unbonded Number: 2025
Unbonded Date Signed: 09/29/2021
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Documents
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TitleDocument TypeSourceDownload Image
CROO 55124GENERATED MAPDRILLERImage
CROO 55124WELL REPORTDRILLERImage