BAKE 52481

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	BAKE 52481 View Log Groundwater Site
Well Label:	120975
Start Card:	1027815
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	02/09/2016

Land Owner
Name:	TOM & LYNN HILL
Company:
Address:	187319 WINGVILLE LN. BAKER CITY, OR 97814

Location

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Latitude/Longitude
Latitude:	44.96080000
Longitude:	-117.99340000
Horiz. Error:	99.00 ft.

Location
County:	BAKE
TRSQQ:	WM7.00S38.00E13NENE
Tax Map:
Tax Lot:	3300
Lot:
Block:
Subdivision:
Street of Well:	2 MILES NORTH OF MUDDY CR. LN. DOWN ANTHONY LAKES HWY
WM District:	8
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:	08/18/2015
Completed Date:	02/09/2016
Drill Method:	Rotary Air
Depth of Completed Well:	500.00
Est. Depth Drilled:	500.00
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

Row	Diameter (in)	From (ft)	To (ft)
1	18.00	0.00	215.00
2	14.00	215.00	500.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite Chips	0.00	58.00	104.00	82.00
2	Cement	58.00	215.00	210.00	130.00

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	12.00	●	3.00	500.00	.250	ST	●					●

Temporary Casing

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Perforations

Row	Method	Material	Casing/Liner	Diameter (in)	From (ft)	To (ft)	Perforation Size	Screen/Slot Size Width	Slot Length	Nbr of Slots
1	AIR KNIFE		Casing	12.00	235.00	300.00		0.250	1.000	3120
2	AIR KNIFE		Casing	12.00	380.00	460.00		0.250	1.000	3840

Screens

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Well Test

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Well Test
Temperature:	58 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	158.00 ppm
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Air	1200.0		500	1.0
Air	1200.0		400	5.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	59.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	-3.00
Post-Static Water Level Date:	02/08/2016

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	8/18/2015	59.00	66.00	22.00	15.0
2	8/19/2015	133.00	142.00	22.00	50.0
3	8/20/2015	191.00	207.00	22.00	80.0
4	8/24/2015	218.00	223.00	-3.00	75.0
5	8/24/2015	229.00	234.00	-3.00	100.0
6	8/25/2015	238.00	245.00	-3.00	200.0
7	8/26/2015	254.00	265.00	-3.00	100.0
8	8/27/2015	277.00	303.00	-3.00	200.0
9	8/29/2015	325.00	364.00	-3.00	150.0
10	11/10/2015	367.00	489.00	-3.00	200.0

Lithology

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Material

Row	From	To	Material
1	0.00	3.00	SOIL
2	3.00	59.00	BROWN CALICHE CLAY, SAND, GRAVEL
3	59.00	66.00	SAND, BROWN CLAY, GRAVEL
4	66.00	133.00	BROWN CLAY, COURSE SAND, GRAVEL
5	133.00	142.00	GRAVEL, COURSE SAND, BROWN
6	142.00	191.00	BROWN CLAY, COURSE SAND, GRAVEL
7	191.00	207.00	COURSE SAND, GRAVEL
8	207.00	218.00	BROWN CLAY, SAND
9	218.00	223.00	SAND, GRAVEL
10	223.00	229.00	BROWN CLAY, SAND
11	229.00	234.00	SAND, GRAVEL
12	234.00	238.00	TAN CLAY, GRAVEL
13	238.00	245.00	SAND, GRAVEL
14	245.00	254.00	BROWN CLAY, COURSE SAND
15	254.00	265.00	SAND, GRAVEL, TAN
16	265.00	277.00	BROWN CLAY, SAND, GRAVEL
17	277.00	303.00	SAND, GRAVEL, BROWN
18	303.00	325.00	SAND, BROWN CLAY, GRAVEL
19	325.00	364.00	BLACK SAND, CLAY, GRAVEL, HEAVING
20	364.00	367.00	GRAY CLAY, BLACK SAND
21	367.00	452.00	GRANITE SAND, GRAVEL, GRAY/WHITE
22	452.00	489.00	GRANITE SAND, GRAVEL, GRAY CLAY
23	489.00	500.00	TAN/BROWN CLAY, SAND

Well Constructor

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Bonded Driller Name:	JASON ACQUISTAPACE
Bonded Driller Company:	EARTH & WATER WORKS
Bonded Driller Number:	1775
Bonded Date Signed:	02/19/2016

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

Geologist Engineer:

Comments

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Comments
HEAVY SAND: FROM 218 TO 234 FROM 325 TO 364 FROM 452 TO 489

Documents

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Title	Document Type	Source	Download Image
BAKE 52481	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: BAKE 52481

Oregon Water Resources Department Well Log Information System

Well Log: BAKE 52481

Oregon Water Resources Department
Well Log Information System