MORR 52387

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	MORR 52387 View Log Groundwater Site
Well Label:	107444
Start Card:	1031614
Original Report:
Owner Well Nbr:	#7 SHOP WELL
Company Job Nbr:
Primary Use:	INDUSTRIAL , LIVESTOCK
Complete Date:	10/12/2016

Land Owner
Name:	R.D. OFFUT
Company:	THREE MILE CANYON FARMS
Address:	75906 THREEMILE RD BOARDMAN, OR 97818

Location

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Latitude/Longitude
Latitude:	45.72230000
Longitude:	-119.87440000
Horiz. Error:	99.00 ft.

Location
County:	MORR
TRSQQ:	WM3.00N24.00E19SWSW
Tax Map:
Tax Lot:	100
Lot:
Block:
Subdivision:
Street of Well:	WELL #7, SW CORNER OF SHOP LOT, THREEMILE RD
WM District:	5
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:	08/05/2016
Completed Date:	10/12/2016
Drill Method:	Rotary Air , Rotary Mud , Reverse Rotary
Depth of Completed Well:	1005.00
Est. Depth Drilled:	1008.00
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	15.00	139.00	559.00
2	20.00	0.00	139.00
3	12.00	559.00	1008.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
2	Cement	0.00	139.00	105.00	93.00
3	Cement with 5% Bentonite	139.00	540.00	597.00	215.00
4	Cement	540.00	873.00	305.00	143.00

Abandonment Log

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Casing/Liner

Row	Casing/Liner	Diameter (in)	Above Land Surface	From Depth	To (ft)	Gauge	Material	Weld
1	Casing	16.00	●	1.00	139.00	.375	Steel	●
2	Casing	12.00	●	1.00	540.00	.375	Steel	●
3	Casing	8.00		528.00	873.00	0.322	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:	78 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	392.00 mg/L
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Pump	720.0	179.5	500	0.5	4.01
Pump	720.0	181.7	500	1.0	3.96
Pump	720.0	182.4	500	12.0	3.95
Pump	710.0	180.4	500	24.0	3.94

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	550.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	265.10
Post-Static Water Level Date:	10/18/2016

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	9/10/2016	550.00	587.00	347.40	300.0
2	9/13/2016	638.00	648.00	389.70	200.0
3	9/14/2016	698.00	715.00	361.00	100.0
4	9/15/2016	810.00	818.00	274.40	300.0
5	9/15/2016	830.00	839.00	274.40	300.0
6	9/15/2016	916.00	930.00	274.40	300.0

Lithology

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Material

Row	From	To	Material
1	0.00	27.00	SILT, CALICHE
2	27.00	83.00	SLIGHTLY WEATHERED DENSE BASALT
3	83.00	117.00	CLAY
4	117.00	241.00	DENSE BASALT
5	241.00	325.00	CLAY
6	325.00	350.00	SANDY CLAY
7	350.00	430.00	CLAY
8	430.00	439.00	SANDSTONE
9	439.00	446.00	VESICULAR BASALT, BLUE SEC MIN
10	446.00	489.00	DENSE BASALT
11	489.00	497.00	VESICULAR BASALT WITH GREEN BAKED CLAY
12	497.00	515.00	SANDY SILTSTONE
13	515.00	532.00	VESICULAR BASALT, LIGHT BLUE SEC MIN
14	532.00	543.00	DENSE BASALT
15	543.00	550.00	SILTSTONE
16	550.00	587.00	VESICULAR BASALT, OXIDIZED, BLUE SEC MIN
17	587.00	638.00	DENSE BASALT, BLUE SEC MIN IN JOINTS
18	638.00	650.00	VESICULAR BASALT
19	650.00	698.00	DENSE BASALT, BLUE SEC MIN IN JOINTS
20	698.00	715.00	HEAVILY OXIDIZED VESICULAR BASALT
21	715.00	810.00	DENSE BASALT
22	810.00	818.00	SLIGHTLY VESICULAR BASALT
23	818.00	830.00	DENSE BASALT
24	830.00	839.00	SLIGHTLY VESICULAR BASALT
25	839.00	916.00	DENSE BASALT
26	916.00	930.00	VESICULAR BLACK BASALT
27	930.00	1008.00	DENSE BASALT

Well Constructor

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Bonded Driller Name:	DWAYNE PERSON
Bonded Driller Company:	PERSON PUMP & WELL DRILLING
Bonded Driller Number:	1934
Bonded Date Signed:	11/03/2016

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

Geologist Engineer:

Comments

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Comments
*(5b) Bore hole construction line items needed modification in order to avoid Efile error notice. The first line item under Seal should read: From 0 to 139 The second line item under Seal should read: From 0 to 540 Third line item under Seal should read: From 528 to 873

Documents

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Title	Document Type	Source	Download Image
MORR 52387	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: MORR 52387

Oregon Water Resources Department Well Log Information System

Well Log: MORR 52387

Oregon Water Resources Department
Well Log Information System