Well Information
(Click to Collapse...)
 
Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: UMAT 57715 View Log Groundwater Site
Well Label: 119246
Start Card: 1032715
Original Report:
Owner Well Nbr: WELL #111
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 11/28/2016
Land Owner
Name: WADE AYLETT
Company: ROCK SOLID SAND AND GRAVEL
Address: 74854 WASHINGTON LANE

IRRIGON, OR 97844
Location
(Click to Collapse...)
 
Latitude/Longitude
Latitude: 45.79248000
Longitude: -119.38070000
Horiz. Error: 25.00 ft.
Location
County: UMAT
TRSQQ: WM4.00N27.00E25SWSE
Tax Map:
Tax Lot: 900
Lot:
Block:
Subdivision:
Street of Well: 28598 STAFFORD HANSEL RD. HERMISTON, OR, T-11062
WM District: 5
Surface Elev:
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.
Well Construction
(Click to Collapse...)
 
Construction
Start Date: 10/21/2016
Completed Date: 11/28/2016
Drill Method: Rotary Air
Depth of Completed Well: 395.00
Est. Depth Drilled: 395.00
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)
114.000.0019.00
212.0019.00119.00
310.00119.00395.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0019.0019.0015.00
2Cement100.00119.0016.005.00
Abandonment Log
No data matches search criteria.
Casing/Liner
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
No data matches search criteria.
Well Test
(Click to Expand...)
 
Well Test
Temperature: 64 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 88.00 ppm
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
(Click to Expand...)
 
Static Water Level
Depth First Water: 55.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 69.00
Post-Static Water Level Date: 11/28/2016
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
111/2/201655.0096.0053.0040.0 
211/22/2016163.00207.0069.0030.0 
311/22/2016290.00350.0069.00150.0 
Lithology
(Click to Expand...)
 
Material
RowFromToMaterialStatic Water Level
10.005.00FINE SAND 
25.0078.00SAND/GRAVEL/COBBLES 
378.0090.00FINE SAND 
490.0096.00BROWN SANDSTONE 
596.0099.00WEATHERED BROWN BASALT 
699.00116.00BLACK BASALT 
7116.00163.00BLACK/BROWN BASALT 
8163.00190.00BLACK BASALT W/ GREEN CLAYSTONE 
9190.00207.00BLACK BASALT AND TAN/GREEN CLAYSTONE 
10207.00290.00BLACK BASALT W/GREEN CLAYSTONE 
11290.00326.00BLACK BASALT / SCORIA W/GREEN CLAYSTONE 
12326.00390.00BLACK BASALT VISICULAR W GREEN CLAYSTONE 
13390.00395.00BLACK BASALT 
Well Constructor
(Click to Expand...)
 
Bonded Driller Name: GARRY L ZOLLMAN
Bonded Driller Company: ZOLLMAN'S LARRY BURD WELL DRILLING LLC
Bonded Driller Number: 1881
Bonded Date Signed: 11/29/2016
Unbonded Name: KLINE,JOHN
Unbonded Company: ZOLLMAN'S LARRY BURD WELL DRILLING LLC
Unbonded Number: 1963
Unbonded Date Signed: 11/29/2016
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
(Click to Expand...)
 
Comments
Milled inside of drive shoe to casing size. OWRD approved drilling from 350' to 395' to complete water bearing formation.
Documents
(Click to Expand...)
 
TitleDocument TypeSourceDownload Image
UMAT 57715WELL REPORTDRILLERImage