COOS 54988

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	COOS 54988 View Log Groundwater Site
Well Label:	103210
Start Card:	1012500
Original Report:
Owner Well Nbr:	1373
Company Job Nbr:
Primary Use:	IRRIGATION
Complete Date:	09/17/2011

Land Owner
Name:	MICHAEL KEISER
Company:	BANDON DUNES (OLD MACDONALD L#5)
Address:	57744 ROUND LAKE DRIVE BANDON, OR 97411

Location

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Latitude/Longitude
Latitude:	0.00000000
Longitude:	0.00000000
Horiz. Error:	99.00 ft.

Location
County:	COOS
TRSQQ:	WM28.00S14.00W8NENE
Tax Map:
Tax Lot:	100
Lot:
Block:
Subdivision:
Street of Well:	57744 ROUND LAKE DRIVE, BANDON
WM District:	19
Surface Elev:	75.00
	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:	02/18/2011
Completed Date:	09/17/2011
Drill Method:	Rotary Mud
Depth of Completed Well:	286.00
Est. Depth Drilled:	286.50
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:	150.00 ft to 286.50 ft
Filter Pack Material:	SAND
Filter Pack Size:	6/9

Bore Hole

Row	Diameter (in)	From (ft)	To (ft)
1	23.00	0.00	108.50
2	17.50	108.50	130.00
3	17.50	130.00	286.50

Seal

Row	Material	From (ft)	To (ft)	Amount
1	Cement	0.00	108.50	72.00
2	Bentonite	108.50	130.00	45.00
3	Cement	130.00	150.00	16.00

Abandonment Log

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Casing/Liner

Row	Casing/Liner	Diameter (in)	Above Land Surface	From Depth	To (ft)	Gauge	Material	Weld
1	Casing	17.50	●	1.50	108.50	.250	Steel	●
2	Casing	10.00	●	1.00	224.00	.250	Steel	●
3	Casing	10.00		235.00	248.00	.250	Steel	●
4	Casing	10.00		259.00	265.00	.250	Steel	●
5	Casing	10.00		281.00	286.00	.250	Steel	●

Temporary Casing

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Perforations

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Screens

Row	Type	Material	Diameter (in)	From (ft)	To (ft)	Screen Size
1	JOHNSON V-WIRE	STAINLESS STEEL	10.00	224.00	235.00	0.081
2	JOHNSON V-WIRE	STAINLESS STEEL	10.00	248.00	259.00	0.081
3	JOHNSON V-WIRE	STAINLESS STEEL	10.00	265.00	281.00	0.081

Well Test

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Well Test
Temperature:	52 F
Lab Analysis:
Lab Analysis Done By:	BANDON WELL & PUMP CO.
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	300.0		285	8.0

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	3.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	70.30
Post-Static Water Level Date:	09/16/2011

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	2/21/2011	3.00	71.00	3.00	100.0
2	2/22/2011	107.00	117.00	70.00	100.0
3	2/22/2011	131.00	132.00	70.00	10.0
4	2/23/2011	192.00	196.00	70.00	100.0
5	2/23/2011	204.00	215.00	70.00	200.0
6	2/23/2011	223.00	235.00	70.00	250.0
7	2/24/2011	239.00	242.00	70.00	50.0
8	2/24/2011	248.00	259.00	70.00	300.0
9	2/24/2011	265.00	281.00	70.00	500.0

Lithology

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Material

Row	From	To	Material
1	0.00	1.00	ROAD GRAVEL
2	1.00	10.00	SAND F-M BROWN W/ROOTS
3	10.00	12.00	SAND F-M BROWN W/PEAT & WOOD
4	12.00	15.00	SAND F-M BROWN
5	15.00	16.00	PEAT W/SAND F-M BROWN
6	16.00	23.00	SAND F-M BROWN
7	23.00	25.00	PEAT W/WOOD & SAND F-M BROWN
8	25.00	44.00	SAND F-M GRAY BROWN
9	44.00	48.00	PEAT W/WOOD & SAND F-M BROWN
10	48.00	64.00	SAND F-M GRAY
11	64.00	69.00	WOOD W/SAND F-M GRAY
12	69.00	71.00	SAND F-M GRAY W/WOOD
13	71.00	81.00	SANDY CLAY GRAY
14	81.00	84.00	SANDY CLAY GRAY W/BURNT WOOD
15	84.00	103.00	SANDY CLAY GRAY
16	103.00	107.00	SILTY CLAY GRAY
17	107.00	109.00	SAND C-F W/GRAVEL F GRAY
18	109.00	110.00	SILTY CLAY BLUE GRAY
19	109.00	110.00	CONTINUED ON PAGE 2
20	110.00	114.00	GRAVEL F-M W/SAND C-F BLUE GRAY
21	114.00	117.00	GRAVEL C-F W/SAND C-F BLUE GRAY
22	117.00	122.00	SILTY CLAY GRAY BROWN
23	122.00	131.00	SILTY CLAY GRAY
24	131.00	132.00	GRAVEL F GRAY
25	132.00	182.00	SILTY CLAY GRAY BROWN W/WOOD
26	182.00	183.00	GRAVEL F-M W/WOOD & SILTY CLAY GRAY
27	183.00	192.00	SILTY CLAY GRAY BROWN W/WOOD
28	192.00	196.00	GRAVEL F-M GREEN GRAY
29	196.00	204.00	SANDY CLAY GRAY
30	204.00	212.00	GRAVEL F-M W/SAND C-F GREEN GRAY
31	212.00	215.00	GRAVEL M-F W/SAND C-F GRAY
32	215.00	218.00	SANDY CLAY GRAY BROWN
33	218.00	223.00	GRAVEL W/SILTY CLAY GRAY GREEN
34	223.00	227.00	GRAVEL M-C W/SAND C-F GRAY *
35	227.00	229.00	SILTY CLAY GRAY *
36	229.00	237.00	GRAVEL F-M W/SAND C-F GRAY *
37	237.00	239.00	SILTY CLAYGRAY GREEN
38	239.00	242.00	SHELL W/GRAVEL F-C
39	242.00	248.00	SILTY CLAY GRAY
40	248.00	255.00	GRAVEL F W/SAND C-F & CLAY GRAY *
41	255.00	257.00	SHELL W/GRAVEL F-M & SAND C-F GRAY *
42	257.00	259.00	SHELL W/GRAVEL F &SAND C-F & CLAY *
43	259.00	265.00	SANDY CLAY GRAY
44	265.00	270.00	GRAVEL M-F W/SAND C-F GRAY *
45	270.00	278.00	GRAVEL M-C W/SAND C-F GRAY *
46	278.00	281.00	GRAVEL M-F W/SAND C-F CLAY & PEAT *
47	281.00	286.00	SANDSTONE GREEN GRAY

Well Constructor

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Bonded Driller Name:	JAMES A MACK SR
Bonded Driller Company:	BANDON WELL & PUMP COMPANY
Bonded Driller Number:	1493
Bonded Date Signed:	10/05/2011

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

Geologist Engineer:

Comments

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Comments
SEAL DEPTH BETWEEN 17.5" CASING AND 10" CASING IS @103'. 1.25" GRAVEL TUBE FROM 1 TO 150'

Documents

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Title	Document Type	Source	Download Image
COOS 54988	EXEMPT USE MAP	DRILLER	Image
COOS 54988	WELL REPORT	DRILLER	Image

Oregon Water Resources Department
Well Log Information System

Well Log: COOS 54988

Oregon Water Resources Department Well Log Information System

Well Log: COOS 54988

Oregon Water Resources Department
Well Log Information System