MARI 764

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	MARI 764 View Log Groundwater Site
Well Label:	156034
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	DOMESTIC
Complete Date:	07/30/1974

Land Owner
Name:
Company:	STAUFFER BROTHERS
Address:	462 4TH HUBBARD, OR 97032

Location

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Latitude/Longitude
Latitude:	45.18777338
Longitude:	-122.78431883
Horiz. Error:	100.00 ft.

Location
County:	MARI
TRSQQ:	WM4.00S1.00W26SWSW
Tax Map:
Tax Lot:	300
Lot:
Block:
Subdivision:
Street of Well:	13851 STAUFFER RD NE
WM District:	16
Surface Elev:	176.98 FT
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	05/17/1974
Completed Date:	07/30/1974
Drill Method:	Cable
Depth of Completed Well:	205.00
Est. Depth Drilled:	205.00
Special Standards:
Seal Placed Method:
Abandonment Start Date:
Abandonment Completed Date:

Backfill
Backfill Placement:
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	0.00	20.00
2	12.00	20.00	205.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Cement	0.00	20.00	20.00

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		0.00	205.00	0.250 - Gauge		●

Temporary Casing

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Perforations

Row	Method	Material	Casing/Liner	Diameter (in)	From (ft)	To (ft)	Perforation Size	Screen/Slot Size Width	Slot Length	Nbr of Slots
1	MILLS KNIFE		Casing	12.00	112.00	123.00		0.380	3.250	192
2	MILLS KNIFE		Casing	12.00	184.00	201.00		0.380	3.250	300

Screens

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Well Test

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

Well Test

Test Type	Yield (gpm)	Drawdown	Drill Stem/ Pump Depth	Duration (hr)	Calculated Specific Capacity (gpm/ft)
Pump	650.0	52.0		8.0	12.50

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	96.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	53.00
Post-Static Water Level Date:	07/30/1974

Static Water Level

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Lithology

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Material

Row	From	To	Material
1	0.00	2.00	TOP SOIL
2	2.00	21.00	BROWN CLAY
3	21.00	56.00	BROWN SANDY CLAY
4	56.00	73.00	BLUE CLAY
5	73.00	79.00	GRAY SANDY CLAY
6	79.00	84.00	BLACK SILT
7	84.00	96.00	GRAY CLAY
8	96.00	105.00	BLACK SAND
9	105.00	112.00	SAND AND GRAVEL
10	112.00	123.00	GRAVEL
11	123.00	136.00	GRAY CLAY
12	136.00	141.00	GRAY SANDY CLAY
13	141.00	147.00	BLACK SILT
14	147.00	167.00	GRAY SANDY CLAY
15	167.00	176.00	BLACK SAND
16	176.00	184.00	GRAY CLAY
17	184.00	202.00	BLACK SAND AND GRAVEL
18	202.00	205.00	GRAY CLAY

Well Constructor

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Bonded Driller Name:	WILLIAM CHRISTENSON JR
Bonded Driller Company:
Bonded Driller Number:	511
Bonded Date Signed:	07/30/1974

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
MARI 764	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: MARI 764

Oregon Water Resources Department Well Log Information System

Well Log: MARI 764

Oregon Water Resources Department
Well Log Information System