Oregon Water Resources Department
Groundwater Information System
Groundwater Site:
UMAT 4332
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Site Identification
(Click to Collapse...)
GW LogID:
UMAT
4332
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:
woodyj1
Established Date:
12/30/2015
Bonded Company:
Stage:
COMPLETE
Location
(Click to Collapse...)
Latitude/Longitude
Latitude:
45.98949328
Horiz. Error:
50.00
ft.
Longitude:
-118.43423076
Datum:
WGS1984
Lat/Long Source:
WR UNKNOWN SOURCE
Location
TRSQQ:
WM 6.00N35.00E21NENE
Tax Map:
6N3521A000100
Taxlot:
100
24 Quad:
MILTON-FREEWATER
Basin:
7 - Umatilla
County:
Umatilla
WM District:
23
WM Region:
NC
LSD Elev:
774.51
Accy:
1.00
Datum:
NAVD1988
Elev Source:
LIDAR
Groundwater Mapping Tool
Water Rights
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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 - A WELL > EAST BRNCH MUD CREEK
WRIS
G 3247
G 3048
41148
10/1/1965
3/1 ~ 10/31
0.330
0.330
WM6.00N35.00E21NENE
POD 1 - A WELL > MUD CREEK
WRIS
G 11473
G 10665
62703
1/9/1986
3/1 ~ 10/31
0.125
0.125
WM6.00N35.00E21NENE
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 4332
Log
NEW
RG RENCKEN
70.00
8
163.00
163.00
6/12/1965
Well Log
Aquifer
Aq at Max Depth
System Aquifer
Regional USGS Aquifer
Local USGS Aquifer
UMAT 4332
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 4332
Pump
151.0
8.0
1.0
18.88
Lithology
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Lithology
Start Depth
End Depth
Prim. Lithology
Lithology Desc.
Water Bearing Zone
Water Bearing Zone WL
0.00
8.00
Soil
Soil
8.00
22.00
Clay
Hard Brown Clay
22.00
65.00
Gravel
Medium Caving Gravel
Yes
65.00
70.00
Gravel
Medium Cemented Gravel
70.00
80.00
Gravel
Medium Cemented Gravel
Yes
80.00
93.00
Gravel
Medium Cemented Gravel
93.00
155.00
Gravel
Fine Cemented Gravel
Yes
155.00
163.00
Gravel
Fine Cemented Gravel
Download Diagram
Well Construction
(Click to Expand...)
Construction
Feature Type
Start Depth
End Depth
Diameter
Material Type
Seal
0.00
20.00
12.000
CEMENT
Open Interval
54.00
80.00
8.000
PERFORATION
Casing
0.00
84.00
8.000
STEEL
Open Interval
84.00
163.00
8.000
OPEN HOLE
Measured Water Level
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*
Records/Page:
Measured Water Level
Date
Time
Water Level (BLSD)
WL Elev (ft AMSL)
Organization
OWRD
Method
Status
MP Height
6/10/1965
32.50
742.01
DRILLER
WELL LOG
REPORTED
UNKNOWN
*
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
OTHR
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.