Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: CROO 54191 View Log Groundwater Site
Well Label: 114180
Start Card: 1021882
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: COMMUNITY
Complete Date: 05/30/2014
Land Owner
Name:
Company: CITY OF PRINEVILLE
Address: 387 N.E. THIRD STREET

PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude: 44.27911111
Longitude: -120.90075000
Horiz. Error: 99.00 ft.
Location
County: CROO
TRSQQ: WM15.00S15.00E11
Tax Map:
Tax Lot: 300
Lot:
Block:
Subdivision:
Street of Well: AIRPORT ROAD, PRINEVILLE, OREGON
WM District: 24
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 12/23/2013
Completed Date: 05/30/2014
Drill Method: Rotary Air , Rotary Mud
Depth of Completed Well: 607.00
Est. Depth Drilled: 607.00
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)
122.000.00482.00
217.25482.00607.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Cement with 2% Bentonite0.00482.00462.00 
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing18.00 ● 2.00 482.00 .375 Steel ●  
2Liner16.00 452.00 472.00 .375 Steel ●  
3Liner16.00 572.00 597.00 .375 Steel ●  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
1WIRE WRAP304L STAINLESS STEELLiner16.00 472.00572.000.090   
2WIRE WRAP304L STAINLESS STEELLiner14.00 597.00607.000.090   
Well Test
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Well Test
Temperature: 56 F
Lab Analysis:
Lab Analysis Done By: Umpqua Labs
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Analysis
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Static Water Level
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Static Water Level
Depth First Water: 340.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 435.00
Post-Static Water Level Date: 11/28/2014
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
11/20/2014340.00365.00340.00200.0 
23/3/2014470.00607.00435.001200.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.003.00ROAD FILL 
23.0014.00BROWN CALICHE 
314.0032.00HARD GRAY BASALT 
432.00209.00BROKEN BROWN AND GRAY BASALT & LOST CIRC 
5209.00245.00SAND & GRAVELS SOME BROWN CLAY 
6245.00340.00BROWN SANDSTONE 
7340.00365.00SANDSTONE WITH GRAVEL LAYER WB 
8365.00465.00BROWN SANDSTONE 
9465.00515.00BROKEN BASALT, GRAVEL & CINDERS 
10515.00545.00GRAY BASALT WITH GRAVEL INTERBEDS 
11545.00565.00BROWN SANDSTONE TUFF 
12565.00607.00HARD GRAY BASALT 
Well Constructor
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Bonded Driller Name: ROBERT BUCKNER
Bonded Driller Company: WESTERN WATER DEVELOPMENT
Bonded Driller Number: 1385
Bonded Date Signed: 12/29/2014
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
No data matches search criteria.
Documents
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TitleDocument TypeSourceDownload Image
CROO 54191WELL REPORTDRILLERImage