BAKE 52973

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	BAKE 52973 View Log Groundwater Site
Well Label:	115873
Start Card:	1070604
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	10/12/2023

Land Owner
Name:	JOHN & KATHRYN ROHNER
Company:	ROHNER FARMS INC.
Address:	40535 POCAHONTAS RD BAKER CITY, OR 97814

Location

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Latitude/Longitude
Latitude:	44.80746300
Longitude:	-117.90019400
Horiz. Error:	99.00 ft.

Location
County:	BAKE
TRSQQ:	WM9.00S39.00E2NWSE
Tax Map:
Tax Lot:	600
Lot:
Block:
Subdivision:
Street of Well:	40535 POCAHONTAS RD, BAKER CITY, OR 97814
WM District:	8
Surface Elev:
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	08/31/2023
Completed Date:	10/12/2023
Drill Method:	Reverse Rotary
Depth of Completed Well:	480.00
Est. Depth Drilled:	490.00
Special Standards:
Seal Placed Method:	OTHER - OVERBORE/DRY POUR
Abandonment Start Date:
Abandonment Completed Date:

Backfill
Backfill Placement:	50.00 ft to 80.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:

Filter Pack
Filter Pack:	80.00 ft to 490.00 ft
Filter Pack Material:	1/4" MINUS
Filter Pack Size:	pea gravel

Bore Hole

Row	Diameter (in)	From (ft)	To (ft)
1	20.00	0.00	490.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite Chips	0.00	50.00	8000.00	6400.00

Abandonment Log

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Casing/Liner

Row	Casing/Liner	Diameter (in)	Above Land Surface	From Depth	To (ft)	Gauge	Material	Weld
1	Casing	12.00	●	2.00	165.00	.375	Steel	●
2	Casing	12.00		195.00	232.00	.375	Steel	●
3	Casing	12.00		242.00	253.00	.375	Steel	●
4	Casing	12.00		313.00	345.00	.375	Steel	●
5	Casing	12.00		365.00	375.00	.375	Steel	●
6	Casing	12.00		395.00	410.00	.375	Steel	●
7	Casing	12.00		420.00	464.00	.375	Steel	●
8	Casing	12.00		474.00	480.00	.375	Steel	●

Temporary Casing

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Perforations

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Screens

Row	Type	Material	Casing/Liner	Diameter (in)	From (ft)	To (ft)	Screen Size
1	WIRE WRAP	STAINLESS STEEL	Casing	12.00	165.00	195.00	0.030
2	WIRE WRAP	STAINLESS STEEL	Casing	12.00	232.00	242.00	0.030
3	WIRE WRAP	STAINLESS STEEL	Casing	12.00	253.00	313.00	0.030
4	WIRE WRAP	STAINLESS STEEL	Casing	12.00	345.00	365.00	0.030
5	WIRE WRAP	STAINLESS STEEL	Casing	12.00	375.00	395.00	0.030
6	WIRE WRAP	STAINLESS STEEL	Casing	12.00	410.00	420.00	0.030
7	WIRE WRAP	STAINLESS STEEL	Casing	12.00	464.00	474.00	0.030

Well Test

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Well Test
Temperature:	56 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	80.00 ppm
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Pump	300.0	280.0	300.00	2.0	1.07

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	8.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	20.00
Post-Static Water Level Date:	10/12/2023

Static Water Level

Row	Date	From(ft)	To(ft)	SWL
1	9/5/2023	12.00	41.00	8.00
2	9/6/2023	55.00	64.00	8.00
3	9/8/2023	67.00	75.00	8.00
4	9/11/2023	80.00	91.00	8.00
5	9/11/2023	104.00	108.00	20.00
6	9/11/2023	112.00	114.00	20.00
7	9/11/2023	124.00	128.00	20.00
8	9/12/2023	131.00	134.00	20.00
9	9/12/2023	137.00	145.00	20.00
10	9/12/2023	145.00	155.00	20.00
11	9/13/2023	158.00	162.00	20.00
12	9/13/2023	164.00	165.00	20.00
13	9/13/2023	168.00	174.00	20.00
14	9/14/2023	179.00	182.00	20.00
15	9/14/2023	187.00	191.00	20.00

Lithology

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Material

Row	From	To	Material
1	0.00	4.00	TOP SOIL
2	4.00	12.00	BROWN CLAY W/SOME SAND
3	12.00	15.00	GRAVEL, BROWN CLAY STREAK @ 14'
4	15.00	25.00	GRAVEL
5	25.00	35.00	GRAVEL, BROWN CLAY STREAK @ 34'
6	35.00	41.00	GRAVEL
7	41.00	45.00	BROWN CLAY, SAND STREAK @ 43'
8	45.00	55.00	BROWN CLAY
9	55.00	64.00	PEA GRAVEL, CLAY STREAK @ 61'
10	64.00	67.00	BROWN CLAY
11	67.00	75.00	PEA GRAVEL
12	75.00	80.00	BROWN CLAY
13	80.00	91.00	PEA GRAVEL W/BROWN SAND, CLAY STREAK@87'
14	91.00	95.00	BROWN CLAY W/SOME BROWN SAND
15	95.00	104.00	BROWN CLAY SAND STREAK @ 101'
16	104.00	108.00	PEA GRAVEL W/BROWN SAND
17	108.00	112.00	BROWN CLAY
18	112.00	114.00	PEA GRAVEL W/BROWN SAND
19	114.00	124.00	BROWN CLAY
20	124.00	128.00	PEA GRAVEL W/BROWN SAND
21	128.00	131.00	BROWN CLAY
22	131.00	134.00	MEDIUM BROWN SAND W/ PEA GRAVEL
23	134.00	137.00	BROWN CLAY
24	137.00	145.00	PEA GRAVEL W/BR SAND, CLAY STREAK@144'
25	145.00	148.00	BROWN CLAY
26	148.00	155.00	PEA GRAVEL W/BR SAND, CLAY STREAK @153'
27	155.00	158.00	BROWN CLAY W/SOME MEDIUM BROWN SAND
28	158.00	162.00	PEA GRAVEL W/ BROWN SAND
29	162.00	164.00	BROWN CLAY
30	164.00	165.00	PEA GRAVEL W/BROWN SAND
31	165.00	168.00	BROWN CLAY W/SOME MEDIUM BROWN SAND
32	168.00	174.00	PEA GRAVEL W/ BROWN SAND
33	174.00	179.00	BROWN CLAY
34	179.00	182.00	PEA GRAVEL W/BROWN SAND
35	182.00	187.00	BROWN CLAY
36	187.00	191.00	PEA GRAVEL W/ BROWN SAND
37	191.00	194.00	BROWN CLAY
38	194.00	201.00	PEA GRAVEL W/BROWN SAND
39	201.00	214.00	BROWN CLAY SAND STREAK @ 212'
40	214.00	221.00	PEA GRAVEL W/BROWN SAND
41	221.00	227.00	BROWN CLAY
42	227.00	243.00	PEA GRAVEL W/BR SAND, CLAY STREAK @231'
43	243.00	255.00	BROWN CLAY SAND STREAK @ 249'
44	255.00	263.00	BROWN CLAY W/SOME BROWN SAND
45	263.00	269.00	PEA GRAVEL W/BROWN SAND
46	269.00	273.00	BROWN CLAY
47	273.00	472.00	PEA GRAVEL, BROWN SAND, CLAY STREAKS
48	472.00	490.00	GRAY CLAY

Well Constructor

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Bonded Driller Name:	TERRY DAUGHERTY
Bonded Driller Company:	RIVERSIDE INC
Bonded Driller Number:	1505
Bonded Date Signed:	11/07/2023

Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:

Geologist Engineer:

Comments

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Comments
None

Documents

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Title	Document Type	Source	Download Image	Received Date
BAKE 52973	EXEMPT USE MAP	DRILLER	Image	11/7/2023
BAKE 52973	WELL REPORT	DRILLER	Image	11/7/2023

Oregon Water Resources Department
Well Log Information System

Well Log: BAKE 52973

Oregon Water Resources Department Well Log Information System

Well Log: BAKE 52973

Oregon Water Resources Department
Well Log Information System