Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: KLAM 57366 View Log Groundwater Site
Well Label: 101454
Start Card: 1009759
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 04/27/2010
Land Owner
Name: TRACY LYON
Company:
Address: 23444 HWY 50

MERRILL, OR 97633
Location
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Latitude/Longitude
Latitude: 42.01654000
Longitude: -121.49259000
Horiz. Error: 10.00 ft.
Location
County: KLAM
TRSQQ: WM41.00S11.00E11NWSE
Tax Map:
Tax Lot: 500
Lot:
Block:
Subdivision:
Street of Well: NEAR 23444 HWY 50 MERRILL, OR 97633
WM District: 17
Surface Elev: 4150.00
Well Report Mapping Tool
Tax Lots

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Well Construction
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Construction
Start Date: 04/01/2010
Completed Date: 04/27/2010
Drill Method: Rotary Mud
Depth of Completed Well: 403.00
Est. Depth Drilled: 403.00
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)
120.000.00307.00
210.00307.00403.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0024.0021.00 
2Cement24.00307.00128.00 
Abandonment Log
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Casing/Liner
RowCasing/LinerDiameter (in)From (ft)To (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing16.00-1.50244.00.250ST ●  
2Casing16.00244.00307.00.375ST ●  
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: 70 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: 14.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 50.00
Post-Static Water Level Date: 04/27/2010
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
14/15/201014.0054.009.0020.0 
24/15/201072.0098.009.0020.0 
34/27/2010302.00394.0050.005000.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.006.00TOP SOIL 
26.0014.00YELLOW CLAY 
314.0033.00YELLOW CLAY & BROWN SAND 
433.0054.00GRAY CLAY & BLACK SAND 
554.0072.00GRAY CLAY 
672.0098.00GRAY CLAY WITH STREAKS OF BLACK SAND 
798.00112.00GRAY CLAY 
8112.00150.00SANDY GRAY CLAY 
9150.00258.00GRAY CLAY 
10258.00302.00GRAY CLAY WITH STREAKS OF BLACK ROCK 
11302.00394.00BLACK & BROWN LAVA ROCK & CINDERS 
12394.00403.00BLACK ROCK 
Well Constructor
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Bonded Driller Name: STEPHEN R HUGHES
Bonded Driller Company: NORM SEVEY WELL DRILLING
Bonded Driller Number: 777
Bonded Date Signed: 04/29/2010
Unbonded Name: PINKARD,JAMES B
Unbonded Company: NORM SEVEY WELL DRILLING
Unbonded Number: 1560
Unbonded Date Signed: 04/29/2010
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
(5) BORE HOLE CONSTRUCTION: THE CEMENT SEAL MATERIAL FROM 24' TO 307' WAS MIXED WITH 5% BENTONITE.
Documents
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TitleDocument TypeSourceDownload Image
KLAM 57366EXEMPT USE MAPDRILLERImage
KLAM 57366WELL REPORTDRILLERImage