Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: UMAT 56771 View Log Groundwater Site
Well Label: 100134
Start Card: 1012157
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 12/27/2010
Land Owner
Name:
Company: PIONEER HI-BRED
Address: 2212 SE 9TH STREET

HERMISTON, OR 97838
Location
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Latitude/Longitude
Latitude: 45.81693000
Longitude: -119.27962000
Horiz. Error: 25.00 ft.
Location
County: UMAT
TRSQQ: WM4.00N28.00E23NWNE
Tax Map:
Tax Lot: 202
Lot:
Block:
Subdivision:
Street of Well: NEAR SE 9TH ST AT END OF PENNEY AVE.
WM District: 5
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 11/30/2010
Completed Date: 12/27/2010
Drill Method: Rotary Air
Depth of Completed Well: 772.00
Est. Depth Drilled: 772.00
Special Standards:
Seal Placed Method: A , B , OTHER - POURED BENTONITE
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)
119.000.0020.00
214.0020.00235.00
312.00235.00485.00
410.00485.00772.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0020.0025.00 
2Cement200.00235.0012.00 
3Cement235.00480.0096.00 
Abandonment Log
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Casing/Liner
Temporary Casing
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Perforations
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Screens
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Well Test
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Well Test
Temperature: 60 F
Lab Analysis:
Lab Analysis Done By:
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: 150.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 379.00
Post-Static Water Level Date: 12/27/2010
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
112/6/2010150.00170.0077.0025.0 
212/13/2010430.00465.00104.0030.0 
312/22/2010587.00605.00379.0050.0 
412/22/2010715.00745.00379.0050.0 
512/23/2010750.00772.00379.00300.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.0020.00SOIL/SANDY LOAM 
220.0036.00SANDY CLAY/GRAVEL 
336.0058.00GRAVEL/CLAY 
458.00150.00CLAY & SAND TAN 
5150.00170.00GREEN CLAY/GRAVEL 
6170.00190.00BROKEN BASALT 
7190.00235.00HARD BASALT 
8235.00265.00BLACK BASALT W/GREEN CLAY 
9265.00365.00BASALT GRAY HARD 
10365.00370.00BLACK BASALT SOFT 
11370.00405.00BASALT HARD 
12405.00411.00BLACK BASALT W/BLUE CLAY 
13411.00430.00BLUE CLAY W/BROWN BASALT 
14430.00465.00BLUE CLAY W/BLACK BASALT 
15465.00500.00BLACK BASALT 
16500.00520.00BLACK BASALT W/GREEN CLAYSTONE 
17520.00542.00BROWN BASALT W/GREEN CLAYSTONE 
18542.00587.00BLACK BASALT 
19587.00605.00BROWN SCORIA 
20605.00615.00BLACK BASALT 
21615.00625.00BROWN BASALT W/GREEN CLAYSTONE 
22625.00635.00BLACK BASALT W/GREEN CLAYSTONE 
23635.00667.00BLACK BASALT 
24667.00680.00BLACK/BROWN BASALT W/GREEN CLAYSTONE 
25680.00715.00BLACK BASALT 
26715.00745.00BLACK SCORIA 
27745.00750.00BLACK BASALT 
28750.00772.00SOFT BLACK BASALT 
Well Constructor
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Bonded Driller Name: GARRY L ZOLLMAN
Bonded Driller Company: ZOLLMAN'S LARRY BURD WELL DRILLING LLC
Bonded Driller Number: 1881
Bonded Date Signed: 01/05/2011
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
10 INCH CASING CEMENTED FROM BOTTOM TO TOP 480' TO 0'.
Documents
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TitleDocument TypeSourceDownload Image
UMAT 56771WELL REPORTDRILLERImage