Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: CROO 53956 View Log Groundwater Site
Well Label: 108444
Start Card: 1015739
Original Report:
Owner Well Nbr: MILICAN 1
Company Job Nbr:
Primary Use: OTHER - TEST HOLE
Complete Date: 01/27/2012
Land Owner
Name:
Company: CITY OF PRINEVILLE
Address: 387 NE THIRD ST.

PRINEVILLE, OR 97754
Location
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Latitude/Longitude
Latitude: 44.27665000
Longitude: -120.89608000
Horiz. Error: 15.00 ft.
Location
County: CROO
TRSQQ: WM15.00S15.00E11NESW
Tax Map:
Tax Lot: 300
Lot:
Block:
Subdivision:
Street of Well: 2900 S HWY 126 MILLICAN RD AND HWY 126
WM District: 24
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: 01/17/2012
Completed Date: 01/27/2012
Drill Method: Rotary Air
Depth of Completed Well: 700.00
Est. Depth Drilled: 700.00
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)
117.500.0020.50
210.0020.50700.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0020.5023.00 
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
1Casing12.00 ● 2.00 20.50 .375 Steel ●  
2Liner8.00 0.00 700.00 .250 Steel ●  
Temporary Casing
No data matches search criteria.
Perforations
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 61 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water: 556.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 368.00
Post-Static Water Level Date: 01/27/2012
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
12/23/2012556.00610.00368.00300.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.002.00SAND PUMICE BROWN 
22.0062.00LAVA GRAY HARD 
362.0068.00LAVA CINDERS 
468.0090.00LAVA GRAY HARD SLIGHT FRACTURES 
590.00130.00LAVA GRAY HARD 
6130.00170.00LAVA HARD SOFT LAYERS 
7170.00212.00LAVA BLUE GRAY HARD 
8212.00275.00GRAVELS CONGLOMERATE 
9275.00305.00SANDSTONE LOOSE SAND LAYERS 
10305.00340.00CONGLOMERATE GRAVELS CAVING 
11340.00480.00CLAY CONGLOMERATE LAYERS 
12480.00525.00SANDSTONE BROWN 
13525.00535.00CLAYSTONE GRAY 
14535.00556.00CLAYSTONE BROWN 
15556.00610.00CLAYSTONE BROWN BROKEN WITH PUMICE 
16610.00650.00CLAYSTONE GRAY BROWN BROKEN 
17650.00700.00CLAYSTONE GRAY 
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: 02/18/2012
Unbonded Name: PECK,THOMAS R
Unbonded Company: ABBAS WELL DRILLING CO
Unbonded Number: 758
Unbonded Date Signed: 02/18/2012
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
3 1/2 YARDS SAND GROUT 180 FEET - 280 FEET 3 YARDS SAND GROUT 262 FEET - 380 FEET
Documents
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TitleDocument TypeSourceDownload Image
CROO 53956EXEMPT USE MAPDRILLERImage
CROO 53956WELL REPORTDRILLERImage