UMAT 2527

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	UMAT 2527 View Log Groundwater Site
Well Label:
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	02/19/1968

Land Owner
Name:
Company:	CAMPBELL RANCH INC
Address:	STAR ROUTE ECHO, OR 97826

Location

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Latitude/Longitude
Latitude:	45.81395405
Longitude:	-119.26081928
Horiz. Error:	100.00 ft.

Location
County:	UMAT
TRSQQ:	WM4.00N28.00E24SENW
Tax Map:
Tax Lot:
Lot:
Block:
Subdivision:
Street of Well:
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:	10/10/1967
Completed Date:	02/19/1968
Drill Method:	Cable
Depth of Completed Well:	652.00
Est. Depth Drilled:	652.00
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	22.00
2	12.00	22.00	652.00

Seal

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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	229.00	277		●

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:	F
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)
Bailer	20.0	40.0		1.5	0.50

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	49.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	43.00
Post-Static Water Level Date:	02/20/1968

Static Water Level

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Lithology

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Material

Row	From	To	Material
1	0.00	6.00	SANDY LOAMY SOIL
2	6.00	11.00	CEMENT GRAVEL
3	11.00	27.00	BROWN CLAY
4	27.00	49.00	RED CLAY
5	49.00	56.00	FINE GRAVEL AND WATER
6	56.00	67.00	RED ROCK SOFT
7	67.00	105.00	BROWN CLAY
8	105.00	137.00	GREY CLAY
9	137.00	151.00	BROWN CLAY
10	151.00	160.00	FINE GRAVEL
11	160.00	182.00	BLUE CLAY
12	182.00	214.00	GREEN CLAY
13	214.00	222.00	BROWN CLAY, FINE GRAVEL, MIXED
14	222.00	229.00	CEMENT GRAVEL
15	229.00	285.00	GREY ROCK HARD
16	285.00	316.00	GREY ROCK MEDIUM
17	316.00	324.00	BROWN ROCK MEDIUM
18	324.00	354.00	GREY ROCK MEDIUM
19	354.00	365.00	BLACK ROCK MEDIUM
20	365.00	400.00	GREEN SHALE SOFT
21	400.00	414.00	GREY ROCK MEDIUM
22	414.00	432.00	GREY ROCK HARD
23	432.00	461.00	BLACK ROCK AND LITTLE SHALE
24	461.00	501.00	GREY ROCK HARD
25	501.00	506.00	SAND AND BOULDERS
26	506.00	540.00	GREY ROCK HARD
27	540.00	574.00	RED ROCK MEDIUM, CLEAR WATER
28	574.00	606.00	GREY ROCK HARD
29	606.00	621.00	RED ROCK MEDIUM
30	621.00	648.00	BLACK ROCK MEDIUM TO SOFT
31	648.00	652.00	GREY ROCK HARD

Well Constructor

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Bonded Driller Name:	JOHN R HERSHEY
Bonded Driller Company:	JOHN HERSHEY WELL DRILLING
Bonded Driller Number:	315
Bonded Date Signed:

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

Geologist Engineer:

Comments

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Comments
CLEAR WATER AT 550 FT NO CUTTINGS

Documents

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Title	Document Type	Source	Download Image	Received Date
UMAT 2527	WELL REPORT	DRILLER	Image	2/29/1968

Oregon Water Resources Department
Well Log Information System

Well Log: UMAT 2527

Oregon Water Resources Department Well Log Information System

Well Log: UMAT 2527

Oregon Water Resources Department
Well Log Information System