BAKE 52844

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	BAKE 52844 View Log Groundwater Site
Well Label:	115872
Start Card:	1054506
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	02/11/2022

Land Owner
Name:
Company:	WILSON FAMILY RANCHES LLC
Address:	PO BOX 209 NORTH POWDER, OR 97867

Location

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Latitude/Longitude
Latitude:	44.96100100
Longitude:	-117.99081100
Horiz. Error:	99.00 ft.

Location
County:	BAKE
TRSQQ:	WM7.00S39.00E
Tax Map:
Tax Lot:	1600
Lot:
Block:
Subdivision:
Street of Well:	46515 ANTHONY LAKES HWY, HAINES
WM District:	8
Surface Elev:	3410.41 FT
	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:	11/10/2021
Completed Date:	02/11/2022
Drill Method:	Reverse Rotary
Depth of Completed Well:	470.00
Est. Depth Drilled:	500.00
Special Standards:
Seal Placed Method:	OTHER - DRY POUR
Abandonment Start Date:
Abandonment Completed Date:

Backfill
Backfill Placement:	480.00 ft to 500.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:

Filter Pack
Filter Pack:	45.00 ft to 160.00 ft
Filter Pack Material:	GRAVEL
Filter Pack Size:	pea gravel

Bore Hole

Row	Diameter (in)	From (ft)	To (ft)
1	24.00	0.00	500.00

Seal

No data matches search criteria.

Abandonment Log

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Casing/Liner

Row	Casing/Liner	Diameter (in)	From (ft)	To (ft)	Gauge	Material	Weld
1	Casing	16.00	-2.00	181.00	.375	ST	●
2	Casing	16.00	201.00	248.00	.375	ST	●
3	Casing	16.00	288.00	306.00	.375	ST	●
4	Casing	16.00	386.00	405.00	.375	ST	●
5	Casing	16.00	415.00	455.00	.375	ST	●
6	Casing	16.00	465.00	470.00	.375	ST	●

Temporary Casing

No data matches search criteria.

Perforations

No data matches search criteria.

Screens

Row	Type	Material	Diameter (in)	From (ft)	To (ft)	Screen Size
1	WIRE WRAP	STAINLESS STEEL	16.00	181.00	201.00	0.030
2	WIRE WRAP	STAINLESS STEEL	16.00	248.00	288.00	0.030
3	WIRE WRAP	STAINLESS STEEL	16.00	306.00	386.00	0.030
4	WIRE WRAP	STAINLESS STEEL	16.00	405.00	415.00	0.030
5	WIRE WRAP	STAINLESS STEEL	16.00	455.00	465.00	0.030

Well Test

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Well Test
Temperature:	52 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	109.00 ppm
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Air	150.0		300	2.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	-2.00
Post-Static Water Level Date:	02/11/2022

Static Water Level

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Lithology

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Material

Row	From	To	Material
1	0.00	4.00	TOP SOIL
2	4.00	8.00	GREY CLAY
3	8.00	12.00	BROWN CALICHE
4	12.00	39.00	SANDY BROWN CLAY WITH SOME PEA GRAVEL
5	39.00	45.00	STICKY BROWN CLAY
6	45.00	55.00	SANDY BROWN CLAY WITH COARSE SAND
7	55.00	65.00	PEA- LARGE GRAVEL
8	65.00	68.00	LARGE GRAVEL
9	68.00	72.00	COARSE BROWN SAND
10	72.00	80.00	BROWN CLAY
11	80.00	85.00	COARSE BROWN SAND
12	85.00	97.00	BROWN CLAY
13	97.00	110.00	BOARSE BROWN SAND
14	110.00	113.00	GREY CLAY
15	113.00	133.00	COARSE BROWN SAND WITH PEA GRAVEL
16	133.00	151.00	BROWN CLAY SOME SAND
17	151.00	157.00	BROWN CLAY
18	157.00	162.00	COARSE BROWN SAND
19	162.00	167.00	BROWN CLAY
20	167.00	174.00	COARSE BROWN SAND
21	174.00	179.00	BROWN CLAY
22	179.00	185.00	COARSE BROWN SAND
23	185.00	191.00	BROWN CLAY
24	191.00	203.00	COARSE BROWN SAND
25	203.00	210.00	BROWN CLAY WITH SOME COARSE SAND
26	210.00	233.00	BROWN CLAY
27	233.00	242.00	COARSE BROWN SAND
28	242.00	250.00	GREY CLAY SOME SAND
29	250.00	255.00	COARSE BROWN SAND WITH CLAY MIX
30	255.00	287.00	MEDIUM-COARSE BROWN SAND
31	287.00	307.00	HARD BROWN CLAY
32	307.00	321.00	COARSE GREY SAND
33	321.00	322.00	GREY CLAY
34	322.00	326.00	BLUE CLAY WITH FINE SAND
35	326.00	338.00	COARSE BLUE SAND
36	338.00	350.00	COARSE GREY SAND WITH CLAY
37	350.00	353.00	GREY CLAY
38	353.00	357.00	FINE GREY SAND
39	357.00	360.00	GREY CLAY
40	360.00	383.00	COARSE GREY AND MEDIUM BLUE SAND
41	383.00	386.00	FINE SAND SOME WOOD
42	386.00	408.00	DARK GREY CLAY
43	408.00	411.00	MEDIUM-COARSE GREY SAND
44	411.00	415.00	BROWN AND GREY CLAY
45	415.00	458.00	GREY CLAY
46	458.00	463.00	COARSE GREY SAND
47	463.00	495.00	BLUE CLAY
48	495.00	500.00	DARK GREY CLAY

Well Constructor

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Bonded Driller Name:	TERRY DAUGHERTY
Bonded Driller Company:	RIVERSIDE INC
Bonded Driller Number:	1505
Bonded Date Signed:	02/14/2022

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

Geologist Engineer:

Comments

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Comments
all sands and gravels are water bearing zones drilled flooded reverse
filter pack from 160 to 209, sand, 8/16 filter pack from 209 to 235, gravel, pea gravel filter pack from 235 to 426, sand, 8/16
filter pack from 426 to 440, gravel, pea gravel; filter pack from 440 to 480, sand, 10/20 - well test note: not an accurate test of irrigation well. customer to do well test at a later date

Documents

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Title	Document Type	Source	Download Image
BAKE 52844	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: BAKE 52844

Oregon Water Resources Department Well Log Information System

Well Log: BAKE 52844

Oregon Water Resources Department
Well Log Information System