CROO 54785

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	CROO 54785 View Log Groundwater Site
Well Label:	133400
Start Card:	1042929
Original Report:
Owner Well Nbr:	DT-4
Company Job Nbr:
Primary Use:	OTHER - MUNICIPAL
Complete Date:	07/11/2019

Land Owner
Name:
Company:	CITY OF PRINEVILLE C/O TAYLOR NW
Address:	PO BOX 6714 BEND, OR 97708

Location

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Latitude/Longitude
Latitude:	44.28925000
Longitude:	-120.84558333
Horiz. Error:	99.00 ft.

Location
County:	CROO
TRSQQ:	WM15.00S16.00E8NWNW
Tax Map:
Tax Lot:	201
Lot:
Block:
Subdivision:
Street of Well:	CROOKED RIVER PARK- S. MAIN ST
WM District:	24
Surface Elev:
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	07/03/2019
Completed Date:	07/11/2019
Drill Method:	Rotary Air
Depth of Completed Well:	95.00
Est. Depth Drilled:	95.00
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:	58.00 ft to 95.00 ft
Filter Pack Material:	SAND
Filter Pack Size:	4/10

Bore Hole

Row	Diameter (in)	From (ft)	To (ft)
1	16.00	0.00	95.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Cement	5.00	58.00	70.00	40.00
2	Concrete	0.00	5.00	14430.00	313.00

Abandonment Log

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Casing/Liner

Row	Casing/Liner	Diameter (in)	From (ft)	To (ft)	Gauge	Material	Weld	Glue	Thread	Shoe Inside	Shoe Outside	Shoe Other	Shoe Location
1	Casing	8.00	-2.00	60.00	.250	ST	●
2	Casing	8.00	90.00	95.00	.250	ST	●

Temporary Casing

Temp Casing	Diameter (in)	From (ft)	To (ft)
	16.00	-2.00	95.00

Perforations

No data matches search criteria.

Screens

Row	Type	Material	Casing/Liner	Diameter (in)	Gauge	From (ft)	To (ft)	Screen Size	Slot Size	Nbr of Slots	Telescope/ Pipe size
1	JOHNSON	STAINLESS STEEL	Casing	8.00		60.00	90.00	0.020

Well Test

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Well Test
Temperature:	55 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	285.00 ppm
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Air	100.0		90	2.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	11.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	6.00
Post-Static Water Level Date:	07/11/2019

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate	PSI
1	7/3/2019	11.00	46.00	10.00	50.0
2	7/3/2019	58.00	89.00	6.00	100.0

Lithology

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Material

Row	From	To	Material
1	0.00	2.00	TOP SOIL
2	2.00	10.00	GRAVELS SAND BROWN
3	10.00	32.00	GRAVELS SAND GRAY
4	32.00	46.00	SAND GRAY LOOSE
5	46.00	52.00	SILT SAND
6	52.00	58.00	CLAY GRAY
7	58.00	83.00	GRAVELS
8	83.00	89.00	GRAVELS SILT
9	89.00	95.00	CLAY GREEN

Well Constructor

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Bonded Driller Name:	JACK ABBAS
Bonded Driller Company:	ABBAS WELL DRILLING CO
Bonded Driller Number:	1720
Bonded Date Signed:	07/28/2019

Unbonded Name:	PECK,THOMAS R
Unbonded Company:	ABBAS WELL DRILLING CO
Unbonded Number:	758
Unbonded Date Signed:	07/28/2019
Other Name:
Other Affiliation:
Other License Nbr:

Geologist Engineer:

Comments

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Comments
Due to huge wash outs in concrete seal interval many times more concrete was used in the seal than calculated.

Documents

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Title	Document Type	Source	Download Image
CROO 54785	EXEMPT USE MAP	DRILLER	Image
CROO 54785	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: CROO 54785

Oregon Water Resources Department Well Log Information System

Well Log: CROO 54785

Oregon Water Resources Department
Well Log Information System