KLAM 57367

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	KLAM 57367 View Log Groundwater Site
Well Label:	100676
Start Card:	1009640
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION , OTHER - TEST HOLE
Complete Date:	04/26/2010

Land Owner
Name:	BOUDEWYN DEHOOP
Company:
Address:	19000 S. POE VALLY RD. KLAMATH FALLS, OR 97603

Location

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Latitude/Longitude
Latitude:	42.14780000
Longitude:	-121.54483000
Horiz. Error:	12.00 ft.

Location
County:	KLAM
TRSQQ:	WM39.00S11.50E33SWNW
Tax Map:
Tax Lot:	400
Lot:
Block:
Subdivision:
Street of Well:	20520 REILING RD. KLAMATH FALLS, OR
WM District:	17
Surface Elev:	4150.00
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	03/11/2010
Completed Date:	04/26/2010
Drill Method:	Rotary Air
Depth of Completed Well:	580.00
Est. Depth Drilled:	580.00
Special Standards:
Seal Placed Method:
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	18.00	0.00	498.00
2	12.00	498.00	530.00
3	10.00	530.00	580.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Bentonite Chips	0.00	40.00	67.00
2	Cement	40.00	498.00	505.00

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	498.00	.250	Steel	●				●		498.00

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:	68 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)
Air	2500.0		180	2.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	10.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	22.00
Post-Static Water Level Date:	04/26/2010

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	4/26/2010	10.00	18.00	19.00	3.0
2	4/26/2010	48.00	62.00	19.00	25.0
3	4/26/2010	275.00	285.00	19.00	20.0
4	4/26/2010	498.00	580.00	22.00	3000.0

Lithology

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Material

Row	From	To	Material
1	0.00	6.00	TOP SOIL
2	6.00	10.00	YELLOW CLAY
3	10.00	18.00	BROWN & GRAY CLAY WITH BROWN SAND
4	18.00	48.00	GRAY CLAY
5	48.00	62.00	GRAY CLAY WITH STREAKS OF BLACK SAND & GRAVEL
6	62.00	275.00	GRAY CLAY
7	275.00	285.00	GRAY CLAY WITH STREAKS OF BLACK SAND
8	285.00	312.00	GRAY CLAYSTONE & SANDSTONE
9	312.00	498.00	GRAY CLAY
10	498.00	509.00	BLACK ROCK
11	509.00	521.00	BROWN & RED LAVA ROCK
12	521.00	528.00	BLACK LAVA ROCK
13	528.00	531.00	BROWN LAVA ROCK
14	531.00	536.00	BLACK LAVA ROCK
15	536.00	580.00	BROWN LAVA ROCK

Well Constructor

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Bonded Driller Name:	STEPHEN R HUGHES
Bonded Driller Company:	NORM SEVEY WELL DRILLING
Bonded Driller Number:	777
Bonded Date Signed:	04/29/2010

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

Geologist Engineer:

Comments

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Comments

Documents

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Title	Document Type	Source	Download Image
KLAM 57367	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: KLAM 57367

Oregon Water Resources Department Well Log Information System

Well Log: KLAM 57367

Oregon Water Resources Department
Well Log Information System