Oregon Water Resources Department
Groundwater Information System
Groundwater Site:
MARI 167
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Site Identification
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GW LogID:
MARI
167
Well Log Database
GW Well Tag Number:
Tag Verified on Well:
No
Site Type:
WELL
Primary Use:
IRRIGATION
Unused Status:
Site Source Organization:
Site Source OWRD:
Established By:
WOZNIAKC
Established Date:
09/23/2017
Bonded Company:
STEINMAN BROTHERS DRILLING CO.
Stage:
COMPLETE
Location
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Latitude/Longitude
Latitude:
45.26370545
Horiz. Error:
100.00
ft.
Longitude:
-122.80301064
Datum:
WGS1984
Lat/Long Source:
WR FINAL PROOF MAP
Location
TRSQQ:
WM 3.00S1.00W34NWSW
Tax Map:
031W34 01300
Taxlot:
1300
24 Quad:
SHERWOOD
Basin:
2 - Willamette
County:
Marion
WM District:
16
WM Region:
NW
LSD Elev:
187.00
Accy:
3.00
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 - WELL 1 > WILLAMETTE RIVER
WRIS
G 11345
G 10482
62015
2/11/1985
1/1 ~ 12/31
0.156
0.156
WM3.00S1.00W34NWSW
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
MARI 167
Log
NEW
THEORA MILLER
198.00
8
21.00
213.00
210.00
5/9/1979
Well Log
Aquifer
Aq at Max Depth
System Aquifer
Regional USGS Aquifer
Local USGS Aquifer
MARI 167
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)
MARI 167
Pump
150.0
13.0
8.0
11.54
Lithology
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Lithology
Start Depth
End Depth
Prim. Lithology
Lithology Desc.
Water Bearing Zone
Water Bearing Zone WL
0.00
23.00
Clay
Tan Clay & Silt
23.00
46.00
Clay
Blue Clay & Silt
46.00
71.00
Clay
Gray Clay & Sand
71.00
83.00
Sand
Gray Sand
83.00
95.00
Clay
Sticky Gray Clay
95.00
106.00
Clay
Tan Clay & Sand
106.00
113.00
Sand & Gravel
Brown Sand & Gravel
Yes
12.00
113.00
127.00
Sand & Gravel
Brown Sand & Gravel
127.00
139.00
Clay
Green Clay
139.00
153.00
Clay
Gray Clay & Sand
153.00
161.00
Sandstone
Green Sandstone
161.00
165.00
Clay
Green Clay & Gravel
165.00
178.00
Sand
Fine Gray Sand
178.00
194.00
Sand
Fine Sand & Gravel
Yes
14.00
194.00
198.00
Sand & Gravel
Fine Sand & Gravel & Clay
198.00
209.00
Sand & Gravel
Loose Gray Sand & Gravel
Yes
44.00
209.00
213.00
Clay
Gray Clay
Download Diagram
Construction
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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
5/4/1979
44.00
143.00
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:
Yes
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.