HARN 52603

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	HARN 52603 View Log Groundwater Site
Well Label:	120643
Start Card:	1030056
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	04/15/2016

Land Owner
Name:	BILL & LORI PEILA
Company:
Address:	PO BOX 723 HINES, OR 97738

Location

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Latitude/Longitude
Latitude:	43.37199800
Longitude:	-119.25338300
Horiz. Error:	99.00 ft.

Location
County:	HARN
TRSQQ:	WM25.00S29.00E28NWSW
Tax Map:
Tax Lot:	2300
Lot:
Block:
Subdivision:
Street of Well:	OO RANCH ROAD, RILEY, OREGON
WM District:	10
Surface Elev:
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	03/25/2016
Completed Date:	04/15/2016
Drill Method:	Rotary Air , Rotary Mud
Depth of Completed Well:	490.00
Est. Depth Drilled:	490.00
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	19.00	0.00	50.00
2	17.50	50.00	200.00
3	12.00	200.00	436.00
4	10.00	436.00	490.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite Chips	0.00	43.00	111.00	51.23
2	Cement	43.00	200.00	88.00	71.83

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	14.00	●	1.00	200.00	.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:	54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	78.00 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		200	1.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	21.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	9.00
Post-Static Water Level Date:	04/15/2016

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	3/28/2016	21.00	32.00	14.00	30.0
2	3/29/2016	91.00	105.00	14.00	200.0
3	4/11/2016	255.00	490.00	9.00	1500.0

Lithology

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Material

Row	From	To	Material
1	0.00	21.00	TOP SOIL & BROWN CLAY
2	21.00	32.00	BROWN SAND & CLAY MIX
3	32.00	91.00	BROWN CLAYSTONE
4	91.00	105.00	BROWN SAND
5	105.00	144.00	BLUE SANDSTONE
6	144.00	167.00	GRAVELS & BLUE CLAY
7	167.00	185.00	BROWN SANDSTONE
8	185.00	218.00	BLACK BASALT
9	218.00	255.00	BLACK & GREEN CLAYS
10	255.00	320.00	BROWN & RED SANDSTONE
11	320.00	373.00	BLACK CLAY & BLACK ROCK MIX
12	373.00	436.00	BROWN CLAY & BLACK ROCK MIX
13	436.00	490.00	BLACK ROCK

Well Constructor

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Bonded Driller Name:	ROBERT BUCKNER
Bonded Driller Company:	WESTERN WATER DEVELOPMENT
Bonded Driller Number:	1385
Bonded Date Signed:	10/19/2016

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

Geologist Engineer:

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Documents

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Title	Document Type	Source	Download Image
HARN 52603	EXEMPT USE MAP	DRILLER	Image
HARN 52603	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: HARN 52603

Oregon Water Resources Department Well Log Information System

Well Log: HARN 52603

Oregon Water Resources Department
Well Log Information System