Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: MORR 52351 View Log Groundwater Site
Well Label: 117307
Start Card: 1029838
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: INDUSTRIAL , LIVESTOCK
Complete Date: 07/01/2016
Land Owner
Name: GREG TE VELDE
Company:
Address: 5850 AVENUE 160

TIPTON, CA 93272
Location
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Latitude/Longitude
Latitude: 45.73280600
Longitude: -119.55998800
Horiz. Error: 15.00 ft.
Location
County: MORR
TRSQQ: WM3.00N26.00E22NWNW
Tax Map:
Tax Lot: 500
Lot:
Block:
Subdivision:
Street of Well: NEAREST: WEST OF POLELINE RD AND HOMESTEAD LN IN, BOARDMAN.
WM District: 5
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 03/07/2016
Completed Date: 07/01/2016
Drill Method: Rotary Air , Cable
Depth of Completed Well: 900.00
Est. Depth Drilled: 900.00
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)
124.000.00203.00
218.00203.00747.00
316.00747.00800.00
510.00800.00900.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Cement0.00203.00350.0022.17
2Cement203.00702.00810.00285.99
3Cement840.00900.0027.00 
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing18.00 0.00 203.00 .375 Steel ● ●  
2Casing14.00 ● 3.00 702.00 .375 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: 57 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: 35.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 384.00
Post-Static Water Level Date: 07/28/2016
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
13/21/201655.00195.0035.00200.0 
25/18/2016314.00322.00314.005.0 
35/24/2016476.00493.00378.00200.0 
46/7/2016726.00731.00378.00200.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.0010.00SILT 
210.0055.00SILTY CLAY 
355.0064.00SILTY, SANDY, CLAY 
464.00191.00SAND STONE W\ SOME BROWN CLAY 
5191.00195.00BROKEN WEATHERED BASALT 
6195.00198.00MED BLACK BASALT 
7198.00266.00HARD BLACK BASALT 
8266.00322.00BLACK BASALT/ BLUE CLAY 
9322.00371.00MED BLACK BASALT 
10371.00377.00RED FRACTURED VESICULAR/ BLUE CLAY 
11377.00389.00FRACTURED BLACK VESICULAR 
12389.00476.00MED BLACK BASALT 
13476.00493.00VESICULAR BASALT 
14493.00510.00MED BLACK BASALT 
15510.00726.00HARD BLACK BASALT 
16726.00731.00FRACTURED BLACK VESICULAR 
17731.00894.00HARD BLACK BASALT 
18894.00900.00SOFT BLACK BASALT 
Well Constructor
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Bonded Driller Name: BRANDON C BROWN
Bonded Driller Company: WATER WELL DEVELOPING & SURVEYS
Bonded Driller Number: 1766
Bonded Date Signed: 09/01/2016
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Continuous seal installed from 203' to ground surface. Per WRD special requirement. Continuous seal installed from 702' to ground surface. Static during drilling process lowered from 378' to 384'. Static prior to installing casing (384') and after installing casing and continuous seal to ground surface was (384').
Documents
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TitleDocument TypeSourceDownload Image
ARCHIVE DOCUMENTSPECIAL STANDARD FINAL ORDERARCHIVEImage
MORR 52351WELL REPORTDRILLERImage