Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: HARN 52743 View Log Groundwater Site
Well Label: 130039
Start Card: 1039817
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 08/29/2018
Land Owner
Name:
Company: CRANE UNION HIGH SCHOOL
Address: P O BOX 828

CRANE, OR 97732
Location
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Latitude/Longitude
Latitude: 43.41623000
Longitude: -118.57809000
Horiz. Error: 25.00 ft.
Location
County: HARN
TRSQQ: WM25.00S34.00E7SWNE
Tax Map:
Tax Lot: 100
Lot:
Block:
Subdivision:
Street of Well: OFF HWY 78 INTO CRANE LEFT @ HIGH SCHOOL. SOUTH END OF FOOTBALL FIELD
WM District: 10
Surface Elev:
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.
Well Construction
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Construction
Start Date: 08/07/2018
Completed Date: 08/29/2018
Drill Method: Rotary Air
Depth of Completed Well: 650.00
Est. Depth Drilled: 650.00
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)
116.000.00100.00
212.00100.00335.00
310.00335.00650.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite 0.00100.0077.00 
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
1Casing12.00 ● 1.00 150.00 .250 Steel ● ● 150.00
2Casing10.00 ● 1.20 335.00 .250 Steel ● ● 150.00
Temporary Casing
No data matches search criteria.
Perforations
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Screens
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Well Test
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Well Test
Temperature: 71 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 167.00 ppm
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water: 85.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 94.00
Post-Static Water Level Date: 08/28/2018
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
18/8/201885.00321.0069.0060.0 
38/28/2018446.00650.0094.00250.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00BROWN TOP SOIL 
21.005.00BROWN CLAY 
35.0029.00BROWN SANDY CLAY 
429.0038.00BROWN SAND 
538.0085.00BROWN SANDY CLAY 
685.0095.00BROWN CLAY WITH CRACKS 
795.00121.00BROWN CLAY 
8121.00143.00DARK BROWN HARDER CLAY 
9143.00147.00BROWN SOAPSTONE HARD 
10147.00156.00GREY SHALE 
11156.00162.00BROWN SANDSTONE HARD 
12162.00220.00GREY SANDSTONE 
13220.00230.00BLACK CINDER 
14230.00251.00BLACK ROCK W/BROWN CLAY 
15251.00275.00BLACK ROCK, FRACTURED 
16275.00282.00BLACK ROCK W/CINDER STRIPS 
17282.00295.00BLACK ROCK W/BROWN CLAY 
18295.00321.00BLACK ROCK, FRACTURED 
19321.00446.00BLACK ROCK HARD WHITE & RED 
20446.00648.00BLK FRCTRD BSLT, MLTCLRS W/TRCS BLU CLAY 
21648.00650.00BLUE CLAY 
Well Constructor
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Bonded Driller Name: SAM KINGREY
Bonded Driller Company: DOWN RIGHT DRILLING & PUMP INC
Bonded Driller Number: 1899
Bonded Date Signed: 09/27/2018
Unbonded Name: HACKETT,TONY
Unbonded Company: DOWN RIGHT DRILLING & PUMP INC
Unbonded Number: 1896
Unbonded Date Signed: 09/17/2018
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Temp 71 at 446-650 with TDS 118 PPM second seal , cement from 0' to 335' 158 pounds
Documents
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TitleDocument TypeSourceDownload Image
HARN 52743WELL REPORTDRILLERImage