Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: CROO 53878 View Log Groundwater Site
Well Label: 105254
Start Card: 1010880
Original Report:
Owner Well Nbr: PRODUCTION #1
Company Job Nbr:
Primary Use: INDUSTRIAL
Complete Date: 10/05/2010
Land Owner
Name:
Company: VITESSE, LLC.
Address: 1601 SOUTH CALIFORNIA AVENUE

PALO ALTO, CA 94304
Location
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Latitude/Longitude
Latitude: 44.29116000
Longitude: -120.88743500
Horiz. Error: 5.00 ft.
Location
County: CROO
TRSQQ: WM15.00S15.00E2SESE
Tax Map:
Tax Lot: 100
Lot:
Block:
Subdivision:
Street of Well: 735 S.W. CONNECT WAY, PRINEVILLE, OREGON 97754
WM District: 24
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 08/07/2010
Completed Date: 10/05/2010
Drill Method: Rotary Air , Rotary Mud
Depth of Completed Well: 713.00
Est. Depth Drilled: 713.00
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)
122.000.0018.00
217.5018.00495.00
313.37495.00713.00
Seal
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
1Casing14.00 1.50 491.00.375ST 491.00
2Liner12.00 478.00 658.00.250ST 491.00
3Liner10.00 658.00 713.00.250ST 491.00
Temporary Casing
No data matches search criteria.
Perforations
RowMethodMaterialCasing/LinerDiameter (in)From (ft)To (ft)Perforation
Size
Screen/Slot
Size Width
Slot LengthNbr of Slots
1FACTORY SAW Liner12.00488.00658.00 0.1873.0002040
2FACTORY SAW Liner10.00658.00703.00 0.1253.0001000
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 71 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: 370.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 310.00
Post-Static Water Level Date: 10/29/2010
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
18/16/2010370.00390.00370.0040.0 
28/24/2010510.00700.00312.00375.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.008.00DARK BROWN SAND WITH SILT, MEDIUM TO FINE 
28.0040.00BLACK BASALT WITH TRACE CLAY SUBANGULAR 
340.00110.00BLACK BASALT 
4110.00120.00BLACK BASALT WITH TRACE TAN CLAY 
5120.00160.00POORLY SORTED BROWN SAND WITH SILT SUBANGULAR 1/16" TO 1/4" GRAINS TRACE CLAY 
6160.00200.00FINE TO MEDIUM BROWN SAND WITH SILT, TRACE CLAY 
7200.00230.00LAYER OF SUBANGULAR, 1/8" GRAINS, BLACK, TAN, AND RED 
8230.00240.00BLACK BASALT 
9240.00250.00BASALT WITH TAN CLAYSTONE 
10250.00270.00FINE BROWN SAND WITH SILT, TRACE CLAY 
11270.00280.00BLACK BASALT 
12280.00290.00BROWN SILT AND FINE SAND 
13290.00310.00BLACK BASALT 
14310.00330.00POORLY SORTED GRAVEL 1/8" TO 1/2" SUBANGULAR TO SUBEOUNDED 
15330.00350.00BLACK BASALT 
16350.00370.00POORLY SORTED GRAVEL SUBANGULAR 
17370.00390.00POORLY SORTED GRAVEL WITH SAND AND SILT WB 
18390.00400.00BROWN SANDY SILT 
19400.00420.00GRAVEL 1/8" TO 1/2" GRAIN SIZES BLACK, TAN AND RED SUBANGULAR TO SUBROUNDED 
20420.00450.00GRAVEL WITH TAN CLAYEY SILT 
21450.00460.00LARGER GRAVEL 1/2" TO 1" GRAIN SIZES, WITH CLAY 
22460.00480.00SMALLER GRAVEL GRAIN SIZES LESS THEN 1/4" 
23480.00510.00BASALT 
24510.00540.00FRACTURED BASALT AND LIGHT TAN TUFF WB 
25540.00550.00HARD FINE GRAINED BASALT WITH TAN CLAYSTONE (QUARTZ CRYSTALS VISIBLE 
26550.00590.00BASALT AND SAND TRACE OF SILT, SUB-ANGULAR TO ROUNDED GRAINS, MULTIPLE COLORS 1/8" GRAIN SIZE 
27590.00610.00BASALT, WITH SOME GREENISH CLAYSTONE 
28610.00630.00BASALT GRAVEL, BLACK AND GREEN, SUBANGULAR GRAINS LESS THEN 1/4" WATER BEARING 
29630.00640.00BASALT WITH LARGER GRAINS AND GRAVEL UP TO 3/4" 
30640.00660.00BASALT WITH SOME CLAY 
31660.00670.00BASALT WITH GRAY SILTY CLAY, LOW PLASTICITY 
32670.00680.00BLACK BASALT GRAVEL 1/4" TO 1/2" GRAINS 
33680.00690.00BLACK BASALT LESS GRAVEL 
34690.00700.00BLACK BASALT WITH SOME GRAY SILTY CLAY 
35700.00713.00LIGHT GRAY AND DARK GRAY CLAYSTONE 
Well Constructor
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Bonded Driller Name: ROBERT BUCKNER
Bonded Driller Company: WESTERN WATER DEVELOPMENT
Bonded Driller Number: 1385
Bonded Date Signed: 11/05/2010
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Documents
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TitleDocument TypeSourceDownload Image
CROO 53878WELL REPORTDRILLERImage