BAKE 51846

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	BAKE 51846 View Log Groundwater Site
Well Label:	83112
Start Card:	1002320
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	11/21/2007

Land Owner
Name:	BOYD OLNEY
Company:
Address:	PO BOX 905 BAKER CITY, OR 97814

Location

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Latitude/Longitude
Latitude:	44.69437119
Longitude:	-117.77109725
Horiz. Error:	100.00 ft.

Location
County:	BAKE
TRSQQ:	WM10.00S40.00E13SWNE
Tax Map:
Tax Lot:	2201
Lot:
Block:
Subdivision:
Street of Well:	38579 W SUTTON CRK RD BAKER CITY
WM District:	8
Surface Elev:
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	09/27/2007
Completed Date:	11/21/2007
Drill Method:	Rotary Air
Depth of Completed Well:	900.00
Est. Depth Drilled:	900.00
Special Standards:
Seal Placed Method:	C , OTHER - POURED DRY
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

Row	Diameter (in)	From (ft)	To (ft)
1	14.00	0.00	30.00
2	10.00	30.00	520.00
3	8.00	520.00	900.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite	0.00	30.00	18.00

Abandonment Log

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Casing/Liner

Row	Casing/Liner	Diameter (in)	Above Land Surface	From Depth	To (ft)	Gauge	Material	Weld	Glue	Thread	Shoe Inside	Shoe Outside	Shoe Other	Shoe Location
1	Casing	10.00	●	2.00	518.00	.250	Steel	●				●
2	Casing	8.00	●	3.00	900.00	.250	Steel	●				●

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:	53 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Air	0.0		900

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	117.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	99.00
Post-Static Water Level Date:	11/21/2007

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	10/9/2007	117.00	125.00	99.00	10.0
2	10/9/2007	188.00	210.00	99.00	15.0
3	10/10/2007	225.00	230.00	99.00	25.0
4	10/10/2007	263.00	277.00	99.00	60.0
5	10/11/2007	302.00	325.00	99.00	100.0
6	10/11/2007	353.00	367.00	99.00	150.0
7	10/12/2007	388.00	395.00	99.00	100.0
8	10/12/2007	405.00	421.00	99.00	200.0
9	10/15/2007	444.00	455.00	99.00	100.0
10	10/15/2007	460.00	470.00	99.00	75.0
11	10/17/2007	485.00	512.00	99.00	200.0
12	11/6/2007	528.00	555.00	99.00	100.0
13	11/6/2007	590.00	612.00	99.00	100.0
14	11/7/2007	612.00	625.00	99.00	200.0
15	11/7/2007	638.00	653.00	99.00	100.0

Lithology

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Material

Row	From	To	Material
1	0.00	1.00	SOIL
2	1.00	75.00	TAN CLAY, GRAVEL, SAND
3	75.00	101.00	RED/BROWN CLAY, GRAVE
4	101.00	117.00	TAN CLAY, GRAVEL, SAND
5	117.00	125.00	GRAVEL, TAN CLAY
6	125.00	188.00	TAN CLAY, GRAVEL, SAND
7	188.00	210.00	GRAVEL, SAND, TAN CLAY
8	210.00	225.00	TAN CLAY, GRAVEL, SAND
9	225.00	230.00	GRAVEL, SAND, TAN CLAY
10	230.00	263.00	TAN CLAY, GRAVEL, SAND
11	263.00	277.00	GRAVEL, SAND, TAN CLAY
12	277.00	302.00	TAN CLAY, GRAVEL, SAND
13	302.00	325.00	GRAVEL, SAND
14	325.00	353.00	TAN CLAY, GRAVEL, SAND
15	353.00	367.00	GRAVEL, SAND
16	367.00	388.00	TAN CLAY, GRAVEL, SAND
17	388.00	395.00	GRAVEL, SAND
18	395.00	405.00	TAN CLAY, GRAVEL, SAND
19	405.00	421.00	GRAVEL, SAND
20	421.00	444.00	TAN CLAY, GRAVEL
21	444.00	455.00	GRAVEL, SAND
22	455.00	460.00	TAN CLAY, SAND, GRAVEL
23	460.00	470.00	SAND, GRAVEL
24	470.00	485.00	TAN CLAY, SAND, GRAVEL
25	485.00	512.00	GRAVEL, SAND
26	512.00	528.00	TAN CLAY, SAND, GRAVEL
27	528.00	555.00	GRAVEL, SAND
28	555.00	590.00	TAN CLAY, GRAVEL
29	590.00	612.00	SAND, GRAVEL
30	612.00	625.00	BLACK SAND, GRAVEL
31	625.00	638.00	TAN CLAY, SAND, GRAVEL
32	638.00	653.00	BLACK SAND, GRAVEL
33	653.00	664.00	TAN CLAY, SAND, GRAVEL
34	664.00	677.00	GRAVEL, SOME SAND
35	677.00	686.00	HARD TAN CLAY, SAND, GRAVEL
36	686.00	712.00	CEMENTED GRAVEL
37	712.00	722.00	GRAY CLAY, GRAVEL
38	722.00	730.00	GRAVEL, GRAY CLAY
39	730.00	744.00	CEMENTED GRAVEL, GRAY CLAY
40	744.00	758.00	CEMENTED GRAY CLAY, SAND
41	758.00	782.00	CEMENTED GRAVEL, GRAY CLAY
42	782.00	797.00	GRAY CLAY, SAND
43	797.00	818.00	GRAVEL
44	818.00	845.00	GRAY CLAY, SAND BLACK
45	845.00	855.00	GRAVEL, SAND
46	855.00	870.00	GRAY CLAY, GRAVEL, SAND
47	870.00	877.00	SAND, GRAVEL
48	877.00	882.00	GRAY CLAY, SAND BLACK

Well Constructor

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Bonded Driller Name:	JASON ACQUISTAPACE
Bonded Driller Company:	EARTH & WATER WORKS
Bonded Driller Number:	1775
Bonded Date Signed:	01/10/2008

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

Geologist Engineer:

Comments

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Comments
GRAVEL, SAND 882 - 886 GRAY CLAY, BLACK SAND 886 - 900 DATE DEPTH GPM SWL 11/7/07 664-677 150 99 11/7/07 686-712 150 99 11/8/07 722-730 80 99 11/8/07 730-744 50 99 11/8/07 797-810 150 99 11/13/07 845-855 50 99 11/14/07 870-877 70 99 11/14/07 882-886 50 99

Documents

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Title	Document Type	Source	Download Image
BAKE 51846	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: BAKE 51846

Oregon Water Resources Department Well Log Information System

Well Log: BAKE 51846

Oregon Water Resources Department
Well Log Information System