Oregon Water Resources Department
Groundwater Information System
Groundwater Site:
MARI 6514
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Site Identification
(Click to Collapse...)
GW LogID:
MARI
6514
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:
wozniakc
Established Date:
09/23/2017
Bonded Company:
BELLO WELL DRILLING
Stage:
DATA ENTRY
Location
(Click to Collapse...)
Latitude/Longitude
Latitude:
44.99636000
Horiz. Error:
250.00
ft.
Longitude:
-122.92515000
Datum:
WGS1984
Lat/Long Source:
WR APPL MAP EXISTING WELL
Location
TRSQQ:
WM 7.00S2.00W3NWNW
Tax Map:
072W030000300
Taxlot:
300
24 Quad:
SALEM EAST
Basin:
2 - Willamette
County:
Marion
WM District:
16
WM Region:
NW
LSD Elev:
205.00
Accy:
10.00
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 - A WELL > WEST FORK PUDDING RIVER
WRIS
G 9186
G 8521
60430
3/30/1979
3/1 ~ 10/31
0.070
0.070
WM7.00S2.00W3NWNW
POD 1 - A WELL > PUDDING RIVER
WRIS
G 19404
12/12/2023
1/1 ~ 12/31
0.646
0.646
WM7.00S2.00W3NWNW
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 6514
Log
NEW
DONALD DUNIGAN
81.00
10
160.00
25.00
160.00
160.00
9/14/1978
Well Log
Aquifer
Aq at Max Depth
System Aquifer
Regional USGS Aquifer
Local USGS Aquifer
MARI 6514
Quaternary-Late Tertiary sediment Aq
Quaternary-Late Tertiary sediment Aq
Quaternary-Late Tertiary Sediment Aquifers
Willamette Lowland basin-fill aquifers
Well Test
No data matches search criteria.
Lithology
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Lithology
Start Depth
End Depth
Prim. Lithology
Lithology Desc.
Water Bearing Zone
Water Bearing Zone WL
0.00
2.00
Topsoil
Brown Topsoil
2.00
23.00
Clay
Brown Clay & Silt
23.00
41.00
Clay
Gray Clay & Silt
41.00
53.00
Clay
Hard Gray Clay
53.00
63.00
Clay
Brown Clay & Sand
63.00
81.00
Sand
Brown Sand & Clay
81.00
83.00
Sand
Brown Sand & Fine Gravel
Yes
54.00
83.00
94.00
Gravel
Gravel & Cemented Sand
Yes
54.00
94.00
97.00
Gravel
Gravel & Brown Sand
Yes
54.00
97.00
128.00
Gravel
Cemented Loose Gravel
Yes
54.00
128.00
131.00
Gravel
Gravel & Clay
Yes
54.00
131.00
160.00
Gravel
Cemented Gravel & Cobbles
Yes
54.00
Download Diagram
Well Construction
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Construction
Feature Type
Start Depth
End Depth
Diameter
Material Type
Seal
0.00
25.00
14.000
CEMENT GROUT
Open Interval
98.00
158.00
10.000
PERFORATION
Casing
0.00
160.00
10.000
STEEL
*
Records/Page:
Measured Water Level
No data matches search criteria.
*
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.