Oregon Water Resources Department
Groundwater Information System
Groundwater Site:
UMAT 4095
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Site Identification
(Click to Collapse...)
GW LogID:
UMAT
4095
Well Log Database
GW Well Tag Number:
Tag Verified on Well:
No
Site Type:
WELL
Primary Use:
Unused Status:
Site Source Organization:
Site Source OWRD:
Established By:
LEAH FERBER
Established Date:
07/10/2007
Bonded Company:
Stage:
COMPLETE
Location
(Click to Collapse...)
Latitude/Longitude
Latitude:
45.99731759
Horiz. Error:
100.00
ft.
Longitude:
-118.55324820
Datum:
WGS1984
Lat/Long Source:
WR FINAL PROOF MAP
Location
TRSQQ:
WM 6.00N34.00E15
Tax Map:
Taxlot:
24 Quad:
Basin:
7 - Umatilla
County:
Umatilla
WM District:
23
WM Region:
NC
LSD Elev:
568.84
Accy:
3.00
Datum:
NAVD1988
Elev Source:
LIDAR
Groundwater Mapping Tool
Water Rights
(Click to Expand...)
Water Right PODs
POD
WRIS Details
Application
Permit
Cert
Transfers
Claim
supplemental
priority_date
Season of Use
max_rate_cfs
rate_cfs
rate_cfs_est
TRSQQ
POD 1 - BERNEY WE > SPRING CREEK
WRIS
G 1929
G 1775
31899
●
2/10/1961
3/1 ~ 10/31
0.760
0.760
WM6.00N34.00E15NESW
POD 1 - BERNEY WE > SPRING CREEK
WRIS
G 1929
G 1775
31899
2/10/1961
3/1 ~ 10/31
0.260
0.260
WM6.00N34.00E15NESW
Well Construction History
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Well Construction History
Well Log id
Well Log
Work Type
Startcard
Well Tag
Owner Name
First Water
Max Case. Diam.
Max Case. Depth.
Max Seal Depth.
Max Depth
Completed Depth
Complete Date
UMAT 4095
Log
NEW
U.H. BERNEY ESTATE/WALTER BERNEY (EXECUTOR)
119.00
12
226.00
226.00
3/27/1961
Well Log
Aquifer
Aq at Max Depth
System Aquifer
Regional USGS Aquifer
Local USGS Aquifer
UMAT 4095
Quaternary-Late Tertiary sediment Aq
Quaternary-Late Tertiary sediment Aq
Quaternary-Late Tertiary Sediment Aquifers
Well Test
Well Log
Test Type
Yield(gpm)
Drawdown
Duration (hr)
Calculated Specific Capacity (gpm/ft)
UMAT 4095
Pump
600.0
67.0
10.0
8.96
Lithology
(Click to Expand...)
Lithology
Start Depth
End Depth
Prim. Lithology
Lithology Desc.
Water Bearing Zone
Water Bearing Zone WL
0.00
5.00
Soil
Soil
5.00
18.00
Hardpan
Hardpan
18.00
37.00
Sand
Sand & Clay
37.00
119.00
Gravel & Sand
Gravel & Sand
119.00
225.00
Gravel
Cemented Gravel
Yes
225.00
226.00
Clay
Brown Clay & Sand
Download Diagram
Well Construction
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Construction
Feature Type
Start Depth
End Depth
Diameter
Material Type
Seal
0.00
37.00
16.000
CLAY
Casing
0.00
122.70
12.000
STEEL
Measured Water Level
(Click to Expand...)
*
Records/Page:
Measured Water Level
Date
Time
Water Level (BLSD)
WL Elev (ft AMSL)
Organization
OWRD
Method
Status
MP Height
4/12/1991
23.00
545.84
PUMP INSTALLER
PUMP TEST PROGRAM
ETAPE
STATIC
0.50
3/27/1961
23.00
545.84
DRILLER
WELL LOG
REPORTED
STATIC
*
Records/Page:
Geochemistry Samples
No data matches search criteria.
Unnormalized Major Elements
No data matches search criteria.
Normalized Major Elements
No data matches search criteria.
Trace Elements XRF
No data matches search criteria.
Trace Elements - ICPMS
No data matches search criteria.
*
Records/Page:
Stratigraphy
No data matches search criteria.
*
Records/Page:
Flow Meter/Power Meter
No data matches search criteria.
Available Data
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Aquifer Test Completed:
Geophysical Log Completed:
Water Chemistry:
Flowing Well:
Saline:
Rock Geochemistry:
OWRD Recorder:
Other OWRD Recorder:
Other Documents/Images
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Image/Document Library
No data matches search criteria.
Measured Water Levels
Source Type
date_min
date_max
count
min
max
avg
jan_avg
feb_avg
mar_avg
apr_avg
may_avg
jun_avg
jul_avg
aug_avg
sep_avg
oct_avg
nov_avg
dec_avg
CMBE
4/12/1991
4/12/1991
1
23.00
23.00
23.00
23.00
OTHR
4/12/1991
4/12/1991
1
23.00
23.00
23.00
23.00
OWRD
Recorder Water Levels
date_min
date_max
count
min
max
avg
jan_avg
feb_avg
mar_avg
apr_avg
may_avg
jun_avg
jul_avg
aug_avg
sep_avg
oct_avg
nov_avg
dec_avg
Mean Daily and Instantaneous Recorder Water Levels
Mean Daily date_min
Mean Daily date_max
Inst. count
Inst. min
Inst. max
Inst. avg
Inst. jan_avg
Inst. feb_avg
Inst. mar_avg
Inst. apr_avg
Inst. may_avg
Inst. jun_avg
Inst. jul_avg
Inst. aug_avg
Inst. sep_avg
Inst. oct_avg
Inst. nov_avg
Inst. dec_avg
Other Identifiers
No data matches search criteria.