MALH 54229

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	MALH 54229 View Log Groundwater Site
Well Label:	114816
Start Card:	1026191
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	05/11/2015

Land Owner
Name:	PAUL
Company:	KESLER FARMS
Address:	3331 GREY BLVD NYSSA, OR 97913

Location

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Latitude/Longitude
Latitude:	43.91300000
Longitude:	-117.06456000
Horiz. Error:	99.00 ft.

Location
County:	MALH
TRSQQ:	WM19.00S46.00E14NWSW
Tax Map:
Tax Lot:	3200
Lot:
Block:
Subdivision:
Street of Well:	ACROSS STREET FROM 3331 GREY BLVD
WM District:	9
Surface Elev:
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	04/22/2015
Completed Date:	05/11/2015
Drill Method:	Rotary Mud
Depth of Completed Well:	488.00
Est. Depth Drilled:	520.00
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:	125.00 ft to 320.00 ft
Filter Pack Material:	GRAVEL
Filter Pack Size:	pea gravel

Bore Hole

Row	Diameter (in)	From (ft)	To (ft)
1	22.00	0.00	140.00
2	18.00	140.00	340.00
3	12.00	340.00	520.00

Seal

Row	Material	From (ft)	To (ft)	Amount	Amount Calc.
1	Cement	0.00	125.00	175.00	178.65

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	●	1.50	220.00	.250	ST	●
2	Casing	4.00	●	1.00	130.00	.250	ST			●

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	100 SLOT JOHNSON	STAINLESS STEEL	Liner	12.00		220.00	328.00	0.100
2	100 SLOT JOHNSON	STAINLESS STEEL	Liner	8.00		328.00	488.00	0.032	4	999

Well Test

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Well Test
Temperature:	60 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	500.0		220	40.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	15.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	90.00
Post-Static Water Level Date:	05/11/2015

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate	PSI
1	5/11/2015	20.00	64.00	20.00	100.0
2	5/11/2015	222.00	465.00	90.00	800.0

Lithology

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Material

Row	From	To	Material
1	0.00	1.00	TOPSOIL
2	1.00	6.00	CLAY
3	6.00	14.00	GRAVEL
4	14.00	19.00	CLAY
5	19.00	64.00	SAND / SANDY CLAY (STABLE FORMATION)
6	64.00	100.00	BROWN CLAY / SHALE
7	100.00	102.00	BLUE CLAY/SHALE
8	102.00	110.00	BROWN CLAY/SHALE
9	110.00	113.00	BLUE CLAY/SHALE
10	113.00	115.00	BROWN CLAY/SHALE
11	115.00	180.00	CEMENTED SAND (STABLE FORMATION)
12	180.00	222.00	SANDY SHALE
13	222.00	274.00	MED SAND
14	274.00	288.00	SANDY CLAY
15	288.00	307.00	MED TO FINE SAND (HARD SILTSTONE AT 304
16	307.00	319.00	SHALE
17	319.00	321.00	MED TO FINE SAND
18	321.00	328.00	BLUE CLAY/SHALE
19	328.00	399.00	SANDY CLAY
20	399.00	429.00	BLUE CLAY/SHALE
21	429.00	442.00	SANDY SHALE / CLAY
22	442.00	465.00	PURE SAND AND CLAY LAYERS
23	465.00	479.00	BLUE CLAY/SHALE
24	479.00	486.00	SANDY BLUE CLAY/SHALE
25	486.00	520.00	BLUE CLAY/SHALE

Well Constructor

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Bonded Driller Name:	DANIEL MCLERAN
Bonded Driller Company:	NU ACRE DRILLING LLC
Bonded Driller Number:	1818
Bonded Date Signed:	06/04/2015

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

Geologist Engineer:

Comments

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Comments
the bottom of the well is PVC with a glued on PVC well cap so be careful if working the bottom of the well. Used 8/16 sized gravel pack around the PCV screens. Developed the 12" stainless screens with high pressure jetting adding 40 yards of 3/8 gravel pack

Documents

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Title	Document Type	Source	Download Image
MALH 54229	EXEMPT USE MAP	DRILLER	Image
MALH 54229	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: MALH 54229

Oregon Water Resources Department Well Log Information System

Well Log: MALH 54229

Oregon Water Resources Department
Well Log Information System