UMAT 57744

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	UMAT 57744 View Log Groundwater Site
Well Label:	119226
Start Card:	1033291
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	02/20/2017

Land Owner
Name:	GARY DUBOIS
Company:
Address:	42629 BEILKE RD PENDLETON, OR 97801

Location

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Latitude/Longitude
Latitude:	45.55878000
Longitude:	-118.84010000
Horiz. Error:	50.00 ft.

Location
County:	UMAT
TRSQQ:	WM1.00N32.00E17SESW
Tax Map:
Tax Lot:	2202
Lot:
Block:
Subdivision:
Street of Well:	42629 BEILKE 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:	12/22/2016
Completed Date:	02/20/2017
Drill Method:	Rotary Air
Depth of Completed Well:	826.00
Est. Depth Drilled:	826.00
Special Standards:
Seal Placed Method:	A , B , OTHER - POURED BENTONITE
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	12.00	0.00	78.00
2	8.00	78.00	826.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite Chips	0.00	20.00	37.00	13.00
2	Cement	55.00	78.00	5.00	5.00

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	8.00	●	2.00	78.00	.250	Steel	●				●	●	12.00
2	Casing	6.00		12.00	652.00	.250	Steel	●				●	●	12.00

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:	66 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:	20.00 ppm
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Pump	150.0	275.0	300.00	4.0	0.55

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	145.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	58.00
Post-Static Water Level Date:	02/20/2017

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	12/28/2016	145.00	160.00	74.00	20.0
2	12/28/2016	160.00	170.00	74.00	10.0
3	12/28/2016	190.00	238.00	74.00	200.0
4	1/19/2017	276.00	290.00	58.00	15.0
5	1/19/2017	312.00	330.00	58.00	20.0
6	1/19/2017	390.00	409.00	58.00	20.0
7	1/19/2017	409.00	452.00	58.00	100.0
8	1/20/2017	570.00	584.00	58.00	75.0
9	1/25/2017	670.00	680.00	58.00	40.0
10	1/25/2017	705.00	727.00	58.00	15.0
11	1/26/2017	793.00	821.00	58.00	100.0

Lithology

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Material

Row	From	To	Material
1	0.00	12.00	SOIL
2	12.00	23.00	GRAVEL AND CLAY
3	23.00	69.00	RED BROWN CLAY AND GRAVEL
4	69.00	145.00	BLACK BASALT
5	145.00	160.00	BROWN SCORIA
6	160.00	170.00	BLACK BASALT WITH SCORIA
7	170.00	186.00	SOFT BLACK BASALT
8	186.00	190.00	BROKEN BLACK AND BROWN BASALT
9	190.00	238.00	BLACK AND BROWN SCORIA WITH YELLOW CLAYSTONE
10	238.00	260.00	BLACK BASALT
11	260.00	270.00	BLACK BASALT WITH TAN CLAYSTONE
12	270.00	276.00	BLACK BASALT
13	276.00	290.00	BLACK AND BROWN BASALT WITH TAN CLAYSTONE
14	290.00	312.00	BLACK BASALT
15	312.00	330.00	RED BASALT WITH TAN CLAYSTONE
16	330.00	356.00	SOFT BLACK AND BROWN BASALT WITH TAN CLAYSTONE
17	356.00	366.00	BLACK BASALT WITH BROWN CLAYSTONE
18	366.00	390.00	BLACK BASALT
19	390.00	409.00	BLACK BASALT WITH BLUE CLAYSTONE
20	409.00	452.00	BLACK AND BROWN BASALT WITH TAN CLAYSTONE
21	452.00	475.00	BROWN BASALT WITH TAN CLAYSTONE
22	475.00	505.00	BLACK BASALT WITH BROWN CLAYSTONE
23	505.00	570.00	BLACK BASALT
24	570.00	584.00	SOFT BLACK AND BROWN BASALT
25	584.00	590.00	BLACK BASALT
26	590.00	600.00	BLACK BASALT WITH GREEN CLAYSTONE
27	600.00	610.00	BROWN BASALT WITH MULTICOLOR CLAYSTONE
29	610.00	621.00	BLACK BASALT
28	621.00	626.00	BLACK WITH RED SOFT BASALT
30	626.00	637.00	BLACK SCORIA WITH BROWN BASALT SCORIA
31	637.00	670.00	BLACK BASALT
32	670.00	680.00	SOFT BLACK BASALT BROWN SCORIA WITH GREEN CLAYSTONE
33	680.00	705.00	BLACK BASALT
34	705.00	727.00	SOFT BLACK BASALT WITH BLUE CLAYSTONE
35	727.00	740.00	BLACK BASALT
36	740.00	750.00	BLACK AND BROWN BASALT WITH TAN CLAYSTONE
37	750.00	762.00	BLACK BASALT WITH BLUE CLAYSTONE
38	762.00	780.00	BLACK BASALT
39	780.00	793.00	BROWN BASALT WITH SCORIA
40	793.00	821.00	BLACK BASALT WITH BLUE CLAYSTONE
41	821.00	826.00	BLACK BASALT

Well Constructor

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Bonded Driller Name:	GARRY ZOLLMAN
Bonded Driller Company:	ZOLLMAN'S LARRY BURD WELL DRILLING LLC
Bonded Driller Number:	1881
Bonded Date Signed:	02/20/2017

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

Geologist Engineer:

Comments

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Comments
6 INCH THREADED DRIVE SHOE AT 12 FEET. 6 INCH FLOAT SIZE AT 652 FEET.

Documents

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Title	Document Type	Source	Download Image	Received Date
UMAT 57744	EXEMPT USE MAP	DRILLER	Image	2/23/2017
UMAT 57744	WELL REPORT	DRILLER	Image	2/23/2017

Oregon Water Resources Department
Well Log Information System

Well Log: UMAT 57744

Oregon Water Resources Department Well Log Information System

Well Log: UMAT 57744

Oregon Water Resources Department
Well Log Information System