Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: YAMH 59179 View Log Groundwater Site
Well Label: 147396
Start Card: 1058241
Original Report:
Owner Well Nbr: UNIONVALE #3
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 02/06/2023
Land Owner
Name:
Company: BAILEY NURSERY
Address: 14301 SE WALLACE ROAD

DAYTON, OR 97114
Location
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Latitude/Longitude
Latitude: 45.14458500
Longitude: -123.06705800
Horiz. Error: 99.00 ft.
Location
County: YAMH
TRSQQ: WM5.00S3.00W9SESW
Tax Map:
Tax Lot: 1500
Lot:
Block:
Subdivision:
Street of Well: 16040 SE UNIONVALE ROAD DAYTON, OR 97114
WM District: 22
Surface Elev:
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 08/30/2022
Completed Date: 02/06/2023
Drill Method: Rotary Air
Depth of Completed Well: 135.80
Est. Depth Drilled: 239.00
Special Standards:
Seal Placed Method: C , OTHER - BENT POURED-PROBED-HYDRAT
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: 195.00 ft to 239.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack: 71.00 ft to 135.80 ft
Filter Pack Material: SILICA SAND
Filter Pack Size: 8/12
Bore Hole
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0041.0056.0023.25
2Cement with 2% Bentonite41.0071.0035.008.62
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing8.00 ● 2.00 112.80 .250 Steel ●  
2Casing8.00 127.80 135.80 .250 Steel ●  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
Well Test
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Well Test
Temperature: 53 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 249.00 ppm
Water Quality Concerns:
Well Test
Analysis
RowFromToDescriptionAmountUnits
1203.00219.00salt water1700.00ppm
Static Water Level
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Static Water Level
Depth First Water: 71.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 38.40
Post-Static Water Level Date: 02/06/2023
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
19/12/202271.00113.0058.0010.0 
29/15/2022113.00127.0058.00200.0 
39/17/2022203.00219.0058.00100.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00TOP SOIL 
21.0027.00CLAY BRWN SILTY 
327.0035.00CLAY GRAY SILTY 
435.0071.00CLAY GRAY SOME SANDY 
571.00113.00CLAY GRAY STIFF OCC SANDY 
6113.00127.00SAND BLK FINE TO MED W/FEW GRAVELS 
7113.00127.00AND SOME SILT 
8127.00129.00CLAY GRAY SANDY 
9129.00203.00CLAY GRAY/GREEN STIFF OCC SANDY 
10203.00205.00CLAY GRAY SANDY SOFT 
11205.00219.00SAND FINE SILTY 
12219.00223.00CLAY GRAY SOFT SANDY 
13223.00226.00CLAY GRAY/GREEN STIFF 
14226.00239.00SILTSTONE GREEN SOFT 
Well Constructor
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Bonded Driller Name: JOHN STADELI
Bonded Driller Company: ARROW DRILLING
Bonded Driller Number: 1483
Bonded Date Signed: 02/15/2023
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
backfill placed from 135.8 to 195 cement 38 sacks backfill from 195 to 239 is clay slough and silica sand
Documents
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TitleDocument TypeSourceDownload ImageReceived Date
YAMH 59179EXEMPT USE MAPDRILLERImage2/15/2023
YAMH 59179WELL REPORTDRILLERImage2/15/2023