Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: MARI 70309 View Log Groundwater Site
Well Label: 144153
Start Card: 1053833
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 02/08/2022
Land Owner
Name: KEVIN COLEMAN
Company: COLEMAN KOCH PARTNERS LLC
Address: 11483 SE AMITY DAYTON HWY

DAYTON, OR 97114
Location
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Latitude/Longitude
Latitude: 45.19690807
Longitude: -122.95404202
Horiz. Error: 99.00 ft.
Location
County: MARI
TRSQQ: WM4.00S2.00W29SENE
Tax Map:
Tax Lot: 800
Lot:
Block:
Subdivision:
Street of Well: 5379 DAVIDSON RD. NE ST PAUL, OREGON, 97137
WM District: 16
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: 09/09/2021
Completed Date: 02/08/2022
Drill Method: Cable
Depth of Completed Well: 365.00
Est. Depth Drilled: 365.00
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: 270.00 ft to 365.00 ft
Filter Pack Material: GRAVEL
Filter Pack Size: 1/4"/10 and 6/9
Bore Hole
RowDiameter (in)From (ft)To (ft)
120.000.0038.00
216.0038.00365.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.0038.0047.5041.80
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
1Casing16.00 1.33 298.00.375ST 298.00
2Liner12.00 2.50 365.00.250ST  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
2V WIRESTAINLESS STEELCasing12.00 302.25339.000.070   
1V WIRESTAINLESS STEELCasing12.00 339.00357.000.100   
Well Test
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Well Test
Temperature: 54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 127.00 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: 195.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 43.50
Post-Static Water Level Date: 02/08/2022
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
110/26/2021195.00199.0073.00  
210/28/2021225.00231.0073.00  
311/3/2021262.00279.0074.00  
411/15/2021303.00360.5072.00  
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00TOP SOIL 
21.0028.00CLAY BROWN MEDIUM 
328.0056.00CLAY GREY SOFT 
456.0063.00CLAY GREEN/ GREY SANDY 
563.0098.00CLAY GREY SANDY HARD 
698.00101.00CLAY GREEN/ GREY MEDIUM STICKY 
7101.00106.00CLAY GREY HARD STICKY 
8106.00118.00CLAY GREEN/ GREY MEDIUM STICKY 
9118.00123.00CLAY BROWN/ GREY MEDIUM SANDY 
10123.00126.00SILT BROWN SANDY HARD 
11126.00137.00SAND BROWN FINE SILT BOUND DRILLS OPEN 
12137.00148.00SAND AND GREY CLAY SOME GRAVEL DRILLS 
13148.00163.00CLAY DARK GREEN/ GREY HARD STICKY 
14163.00166.00CLAY DARK GREEN/ GREY SOFT 
15166.00181.00CLAY BLUE/ GREY HARD STICKY 
16181.00192.00GREEN CLAY SOFT 
17192.00195.00SILT GREEN/ GREY HARD 
18195.00199.00BLACK SAND AND SMALL GRAVEL 70% SAND 
19199.00214.00CLAY GREEN/ GREY VERY STICKY 
20214.00224.00CLAY GREY MEDIUM 
21224.00225.00CLAY GREY AND GRAVEL 
22225.00227.00BLACK SAND AND BIG GRAVEL 50% SAND 
23227.00231.00BLACK SAND COURSE 
24231.00233.00CLAY GREY/ GREEN MEDIUM STICKY 
25233.00235.00BLACK SAND COURSE AND GRAVEL 90% SAND 
26235.00246.00CLAY BLUE/ GREY MEDIUM STICKY 
27246.00257.00SILT GREY MEDIUM/ SOFT 
28257.00262.00CLAY GREY HARD SANDY 
29262.00266.00BLACK SAND COURSE TIGHT 
30266.00273.50BLACK SAND COURSE AND GRAVEL 90% SAND 
31273.50279.00BLACK SAND COURSE 
32279.00288.00CLAY GREY MEDIUM STICKY 
33288.00289.00CLAY GREY/ BROWN HARD STICKY 
34289.00290.00BLACK SAND AND GRAVEL 50% SAND 
35290.00301.00CLAY GREY VERY HARD STICKY 
36301.00303.00CLAY BLUE/ GREY MEDIUM STICKY 
37303.00305.00BLACK SAND AND GREY CLAY LAYERS 
38305.00319.50BLACK SAND AND LAYERS OF CLAY AND SILT 
40319.50320.50SAND AND GRAVEL IN GREY CLAY 
41320.50326.00BLACK SAND LOOSE 
42326.00330.00BLACK SAND AND GRAVEL 90% SAND 
43330.00334.00BALCK SAND AND GRAVEL LAYERS OF CLAY 
44334.00342.00BLACK SAND VERY COURSE AND GRAVEL 
46342.00347.00BLACK SAND AND GRAVEL/ A LOT OF WOOD 
47347.00348.00GREY CLAY MEDIUM SOFT 
48348.00357.00BLACK SAND VERY COURSE AND GRAVEL 
49357.00360.50BLACK SAND COURSE AND FINE 
50360.50365.00CLAY BLUE/ GREY MEDIUM STICKY 
Well Constructor
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Bonded Driller Name: IVAN GROSSEN
Bonded Driller Company: GROSSEN'S WELL DRILLING
Bonded Driller Number: 783
Bonded Date Signed: 03/08/2022
Unbonded Name: RUSH,TRAVIS
Unbonded Company: GROSSEN WELL DRILLING
Unbonded Number: 2041
Unbonded Date Signed: 02/28/2022
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Bottom plate 12" at 365' lift bar 18" from bottom 273' of 1 1/4" pipe for gravel pack probe
Documents
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TitleDocument TypeSourceDownload Image
MARI 70309EXEMPT USE MAPDRILLERImage
MARI 70309WELL REPORTDRILLERImage