MARI 63689

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	MARI 63689 View Log Groundwater Site
Well Label:	157039
Start Card:	201752
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	05/03/2011

Land Owner
Name:
Company:	STAUFFER FARMS INC
Address:	13851 STAUFFER RD NE HUBBARD, OR 97032

Location

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Latitude/Longitude
Latitude:	45.19540500
Longitude:	-122.78084100
Horiz. Error:	50.00 ft.

Location
County:	MARI
TRSQQ:	WM4.00S1.00W26SWNW
Tax Map:
Tax Lot:	1200
Lot:
Block:
Subdivision:
Street of Well:	13851 STAUFFER RD NE (WAS 19328 HWY 99)
WM District:	16
Surface Elev:	182.44 FT
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	11/05/2010
Completed Date:	05/03/2011
Drill Method:	Cable
Depth of Completed Well:	301.00
Est. Depth Drilled:	301.00
Special Standards:
Seal Placed Method:	OTHER - OAR 690-210-0340
Abandonment Start Date:
Abandonment Completed Date:

Backfill
Backfill Placement:	ft to ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:

Filter Pack
Filter Pack:	141.75 ft to 301.00 ft
Filter Pack Material:	GRAVEL
Filter Pack Size:	4/12

Bore Hole

Row	Diameter (in)	From (ft)	To (ft)
1	10.00	0.00	48.00
2	16.00	48.00	301.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite	0.00	48.00	86.00

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		2.00	301.00	.250	Steel	●						141.75
2	Casing	16.00		1.00	141.75	.375	Steel	●						141.75

Temporary Casing

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Perforations

Row	Method	Material	Casing/Liner	Diameter (in)	From (ft)	To (ft)	Screen/Slot Size Width	Slot Length	Nbr of Slots
1	TORCH	STAINLESS	Casing	12.00	247.83	252.83	0.125	6.000	112
2	TORCH	STAINLESS	Casing	12.00	265.83	272.83	0.125	6.000	144
3	TORCH	STAINLESS	Casing	12.00	276.83	279.83	0.125	6.000	54

Screens

Row	Type	Material	Casing/Liner	Diameter (in)	Gauge	From (ft)	To (ft)	Screen Size	Slot Size	Nbr of Slots	Telescope/ Pipe size
1	V-WIRE	STAINLESS	Casing	12.00		142.00	147.36	0.085			Pipe Size
2	V-WIRE	STAINLESS	Casing	12.00		158.69	173.00	0.085			Pipe Size

Well Test

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Well Test
Temperature:	53 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:

Well Test

Test Type	Yield (gpm)	Drawdown	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Pump	600.0	77.2	1.0	7.77
Pump	600.0	85.5	3.0	7.02
Pump	600.0	86.2	4.0	6.96

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	94.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	55.00
Post-Static Water Level Date:	05/03/2011

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	11/29/2010	94.00	122.00	49.00	350.0
2	12/9/2010	143.00	173.00	55.00	600.0
3	1/27/2011	252.00	279.00	55.00	40.0

Lithology

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Material

Row	From	To	Material
1	0.00	1.00	TOP SOIL
2	1.00	73.00	CLAY BROWN SILTY
3	73.00	83.00	SAND BROWN FINE AND SILT
4	83.00	84.00	SAND FINE AND SILT GRAY
5	84.00	85.00	SAND BLACK
6	85.00	89.00	CLAY GRAY AND SAND
7	89.00	94.00	CLAY GREEN STICKY
8	94.00	111.00	SAND BLACK
9	111.00	122.00	SAND 60% AND GRAVEL TO 4"
10	122.00	126.00	CLAY GREEN, SAND AND GRAVEL
11	126.00	134.00	CLAY GREEN
12	134.00	137.00	CLAY GRAY SILTY
13	137.00	143.00	CLAY SAND AND GRAVEL
14	143.00	147.00	SAND BLACK
15	147.00	159.00	CLAY GREEN AND GRAY STICKY
16	159.00	164.00	SAND BLACK MED FINE
17	164.00	173.00	SAND AND GRAVEL
18	173.00	177.00	CLAY GRAY
19	177.00	183.00	CLAY GRAY AND BLUE
20	183.00	193.00	CLAY BLUE STICKY
21	193.00	198.00	CLAY GRAY SANDY
22	198.00	209.00	CLAY DARK GREEN SILTY
23	209.00	211.00	CLAY BLUE GREEN HARD
24	211.00	213.00	GRAVEL AND BASALT
25	213.00	219.00	CLAY GREEN AND GRAVEL
26	219.00	224.00	CLAY GREEN STICKY
27	224.00	234.00	CLAY GREEN HARD
28	234.00	243.00	CLAY GREEN HARD AND GRAVEL
29	243.00	244.50	GRAVEL CEMENTED WITH SOME CLAY GRAY
30	244.50	246.00	CLAY STICKY GRAY
31	246.00	249.00	CLAY GREEN AND GRAY STICKY
32	249.00	252.00	CLAY SOFT GREEN AND CLAY GRAY SANDY, SMALL GRAVEL
33	252.00	254.00	CLAY GREEN GRAY BROWN AND GRAVEL
34	254.00	258.00	CLAY GREEN BROWN SOFT
35	258.00	259.00	CLAY GREEN GRAY STICKY
36	259.00	267.00	CLAY GRAY STICKY HARD
37	267.00	270.00	CLAY GREEN GRAY STICKY WITH SEAMS OF FINE BLACK SAND
38	270.00	272.00	CLAY GREEN SANDY AND GRAVEL
39	272.00	278.00	CLAY GRAY STICKY
40	278.00	279.00	CLAY GRAY, SAND AND GRAVEL
41	279.00	292.00	CLAY BLUE STICKY HARD
42	292.00	299.00	CLAY BLACK HARD
43	299.00	301.00	CLAY BLUE STICKY HARD

Well Constructor

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Bonded Driller Name:	IVAN GROSSEN
Bonded Driller Company:	GROSSEN'S WELL DRILLING
Bonded Driller Number:	783
Bonded Date Signed:	06/02/2011

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

Geologist Engineer:

Comments

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Documents

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Title	Document Type	Source	Download Image
MARI 63689	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: MARI 63689

Oregon Water Resources Department Well Log Information System

Well Log: MARI 63689

Oregon Water Resources Department
Well Log Information System