MULT 1264

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	MULT 1264 View Log Groundwater Site
Well Label:	151666
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:	3B
Primary Use:	COMMUNITY
Complete Date:	07/17/1980

Land Owner
Name:
Company:	CITY OF PORTLAND; BUREAU OF WATER WORKS
Address:	1800 SW 6TH AVE PORTLAND, OR 97201

Location

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Latitude/Longitude
Latitude:	45.55990975
Longitude:	-122.48960026
Horiz. Error:	5.00 ft.

Location
County:	MULT
TRSQQ:	WM1.00N3.00E19NENW
Tax Map:
Tax Lot:	300
Lot:
Block:
Subdivision:
Street of Well:	16850 NE MARINE DR, PORTLAND, OR 97230
WM District:	20
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:	06/16/1980
Completed Date:	07/17/1980
Drill Method:	OTHER - ROTARY
Depth of Completed Well:	534.00
Est. Depth Drilled:	534.00
Special Standards:
Seal Placed Method:	OTHER - PUMPED
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	28.00	0.00	210.00
2	13.00	210.00	534.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Cement	0.00	210.00	550.00

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	24.00		0.00	80.00	.375		●
2	Liner	16.00		10.00	360.00	.375		●

Temporary Casing

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Perforations

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Screens

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

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)
Flowing Artesian	400.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	30.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	11.55
Post-Static Water Level Date:	07/17/1980

Static Water Level

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Lithology

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Material

Row	From	To	Material
1	0.00	12.00	CLAY SILTY BROWN
2	12.00	66.00	SILT AND CLAY GRAY
3	66.00	69.00	SAND AND SILT BLACK
4	69.00	110.00	SAND AND GRAVEL BLACK
5	110.00	182.00	SILT AND CLAY WITH SAND LINES GRAY
6	182.00	186.00	SANDSTONE BLACK
7	186.00	198.00	SILT GRAY WITH FINE SAND
8	198.00	243.00	SANDSTONE AND SAND BLACK
9	243.00	295.00	GRAVEL AND SAND, BASALT BLACK
10	295.00	350.00	CLAY WITH SILT AND SAND GRAY
11	350.00	367.00	SAND WITH GRAY CLAY
12	367.00	400.00	SAND AND GRAVEL GRAY
13	400.00	409.00	SAND WITH CLAY GREEN
14	409.00	414.00	CLAY GREEN
15	414.00	517.00	SAND FINE GRAY WITH GRAVELS
16	517.00	534.00	SAND FINE SILTY GRAY

Well Constructor

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Bonded Driller Name:	ROBERT BAKER
Bonded Driller Company:	LAYNE-WESTERN CO INC
Bonded Driller Number:	735
Bonded Date Signed:	07/30/1980

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
MULT 1264	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: MULT 1264

Oregon Water Resources Department Well Log Information System

Well Log: MULT 1264

Oregon Water Resources Department
Well Log Information System