UMAT 57710

Well Information

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Identification
Type of Report:	Water Well
Type of Work:	NEW
Well Report:	UMAT 57710 View Log Groundwater Site
Well Label:	111902
Start Card:	200562
Original Report:
Owner Well Nbr:	5
Company Job Nbr:
Primary Use:	OTHER - MUNICIPAL
Complete Date:	09/14/2016

Land Owner
Name:
Company:	CITY OF ATHENA
Address:	302 E CURRANT ST ATHENA, OR 97813

Location

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Latitude/Longitude
Latitude:	45.82075091
Longitude:	-118.49558184
Horiz. Error:	100.00 ft.

Location
County:	UMAT
TRSQQ:	WM4.00N35.00E18SWSW
Tax Map:
Tax Lot:	2601
Lot:
Block:
Subdivision:
Street of Well:	920 WATERMAN RD, ATHENA
WM District:	5
Surface Elev:
	Well Report Mapping Tool

Tax Lots

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Well Construction

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Construction
Start Date:	04/11/2016
Completed Date:	09/14/2016
Drill Method:	Rotary Air , Rotary Mud
Depth of Completed Well:	1600.00
Est. Depth Drilled:	1600.00
Special Standards:
Seal Placed Method:
Abandonment Start Date:
Abandonment Completed Date:

Backfill
Backfill Placement:	1450.00 ft to 1600.00 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	24.00	0.00	40.00
2	19.00	40.00	850.00
3	15.00	850.00	1600.00

Seal

Row	Material	From (ft)	To (ft)	Amount
1	Cement	0.00	40.00	4.00
2	Cement	0.00	850.00	24.00
3	Cement	800.00	1265.00	15.00

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	16.00	●	2.00	850.00	.375	Steel	●
2	Casing	12.00		800.00	1265.00	.375	Steel	●

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:	73 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	1000.0		1420.00	18.0
Pump	300.0	659.0	800.00	24.0	0.46

Analysis

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Static Water Level

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Static Water Level
Depth First Water:	130.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:	72.00
Post-Static Water Level Date:	09/14/2016

Static Water Level

Row	Date	From(ft)	To(ft)	SWL	Est. Flow Rate
1	5/4/2016	130.00	165.00		25.0
2	5/4/2016	200.00	230.00		25.0
3	5/5/2016	307.00	312.00	64.00	25.0
4	5/6/2016	405.00	438.00	119.00	100.0
5	5/9/2016	505.00	533.00	82.00	5.0
6	5/18/2016	556.00	625.00	78.00	50.0
7	5/19/2016	657.00	665.00	115.00	25.0
8	5/20/2016	680.00	718.00	169.00	25.0
9	5/24/2016	781.00	787.00	173.00	25.0
10	5/25/2016	880.00	886.00	171.00	25.0
11	6/30/2016	908.00	968.00	244.00	504.0
12	7/6/2016	1142.00	1162.00	245.00	500.0
13	7/9/2016	1142.00	1162.00	160.00	500.0
14	7/20/2016	1357.00	1571.00	282.00	25.0

Lithology

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Material

Row	From	To	Material
1	0.00	17.00	BROWN SANDY CLAY
2	17.00	38.00	BROKEN BASALT BROWN
3	38.00	98.00	BLACK BASALT
4	98.00	100.00	BLACK BASALT GREEN SEAMS
5	100.00	104.00	BLACK BASALT
6	104.00	130.00	BLACK BASALT GREEN SEAMS
7	130.00	165.00	GREEN BLUE CLAY
8	165.00	200.00	BLACK BASALT GREEN CLAY
9	200.00	230.00	BROKEN RED AND BLACK BASALT
10	230.00	265.00	FRACTURED BLACK BASALT
11	265.00	307.00	BLACK BASALT
13	307.00	407.00	BLACK BASALT GREEN CLAY
12	407.00	438.00	BLACK BROKEN VESICULAR CLAY
14	438.00	483.00	HARD GREY BASALT
15	483.00	500.00	GRACTURED GREY BASALT
16	500.00	533.00	BROKEN BASALT DECOMPOSED VESICULAR
17	533.00	545.00	GREEN CLAY FRACTURED BLACK BASALT
18	545.00	550.00	BLACK AND BROWN BASALT
19	550.00	563.00	BLACK BASALT GREEN CLAY
20	563.00	586.00	BLACK BASALT
21	586.00	625.00	BLACK BASALT GREEN CLAY
22	625.00	657.00	GREY BASALT
23	657.00	718.00	BROKEN BASALT RED BASALT
24	718.00	725.00	VETICULAR GREEN CLAY BLACK BASALT RED TRACE
25	725.00	781.00	GREY BASALT
26	781.00	822.00	BROWN BASALT GREEN CLAY
27	822.00	870.00	BLACK BASALT RED TRACE
28	870.00	880.00	BLACK BASALT GREEN CLAY TRACE
29	880.00	886.00	BROKEN BLACK SLIGHTLY VESICULAR
30	886.00	908.00	BLACK BASALT FRACTURED
31	908.00	924.00	DECOMPOSED RED ROCK VESICULAR
32	924.00	968.00	BROKEN BASALT GREEN BLUE
33	968.00	1028.00	CLAY VESICULAR GREY BASALT FRACTURED SLIGHTLY
34	1028.00	1052.00	RED BLACK BASALT DECOMPOSED
35	1052.00	1142.00	VESICULAR GREEN CLAY GREY BLACK BASALT
36	1142.00	1162.00	DECOMPOSED BASALT
37	1162.00	1183.00	HIGHLY VESICULAR BLACK BASALT CLAY SEAMS
38	1183.00	1281.00	GREY BASALT
39	1281.00	1300.00	BLACK BASALT BLUE SEAMS
40	1300.00	1342.00	RED AND BLACK BASALT VESICULAR
41	1342.00	1357.00	BLACK BASALT BLUE CLAY SEAMS
42	1357.00	1371.00	BROWN BASALT DECOMPOSED
43	1371.00	1486.00	BLACK BASALT GREEN TRACE
44	1486.00	1502.00	SLIGHTLY FRACTURED GRAY BASALT
45	1502.00	1522.00	BLACK BASALT
46	1522.00	1542.00	GRAY BASALT
47	1542.00	1555.00	BLACK BASALT
48	1555.00	1560.00	BROKEN BLACK FREEN TRACE
49	1560.00	1580.00	GREY BASALT
50	1580.00	1585.00	RED BASALT
51	1585.00	1600.00	BLACK BASALT BLUE TRACE

Well Constructor

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Bonded Driller Name:	FOREST HOOPES
Bonded Driller Company:	HOOPES WELL DRILLING LLC
Bonded Driller Number:	1942
Bonded Date Signed:	09/04/2016

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

Geologist Engineer:

Comments

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Comments
MUD ROTARY 0-40. DIRECT AIR 40-1600.

Documents

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Title	Document Type	Source	Download Image	Received Date
UMAT 57710	WELL REPORT	DRILLER	Image	11/8/2016

Oregon Water Resources Department
Well Log Information System

Well Log: UMAT 57710

Oregon Water Resources Department Well Log Information System

Well Log: UMAT 57710

Oregon Water Resources Department
Well Log Information System