Site Identification
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GW LogID: MALH 54249 Well Log Database
GW Well Tag Number: 115855
Tag Verified on Well: No
Site Type: WELL
Primary Use: IRRIGATION
Unused Status:
Site Source Organization:
Site Source OWRD:
Established By: marcypi
Established Date: 07/23/2015
Bonded Company: RIVERSIDE INC
Stage: COMPLETE
Location
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Latitude/Longitude
Latitude: 43.74392753 Horiz. Error: 100.00 ft.
Longitude: -117.11055361 Datum: WGS1984
Lat/Long Source: WR APPL MAP
Location
TRSQQ: WM 21.00S46.00E16NESW
Tax Map:
Taxlot:
24 Quad: ADRIAN
Basin: 11 - Owyhee
County: Malheur
WM District: 9
WM Region: E
LSD Elev: 2450.00 Accy: 10.00 Datum: NGVD1929
Elev Source: 7.5-MINUTE MAP
Groundwater Mapping Tool
Water Rights
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Water Right PODs
PODWRIS DetailsApplicationPermitCertTransfersClaimsupplementalpriority_dateSeason of Usemax_rate_cfsrate_cfsrate_cfs_estTRSQQ
POD 3 - A WELL > SNAKE RIVER BASINWRISG 17924G 17591    ● 9/8/20144/1 ~ 10/152.7000.900 ● WM21.00S46.00E16NESW
POD 3 - A WELL > SNAKE RIVER BASINWRISG 17924G 17591    9/8/20143/1 ~ 3/312.7000.900 ● WM21.00S46.00E16NESW
POD 3 - A WELL > SNAKE RIVER BASINWRISG 17924G 17591    9/8/201410/16 ~ 10/312.7000.900 ● WM21.00S46.00E16NESW
Well Construction History
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Well Construction History
Well LogAquiferAq at Max DepthSystem AquiferRegional USGS AquiferLocal USGS Aquifer
MALH 54249 Glenns Ferry Formation Quaternary-Late Tertiary sediment Aq Quaternary-Late Tertiary Sediment Aquifers
Well Test
Lithology
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Lithology
Start DepthEnd DepthPrim. LithologyLithology Desc.Water Bearing ZoneWater Bearing Zone WL
0.00 8.00 Topsoil Topsoil
8.00 14.00 Clay Clay & Caliche
14.00 23.00 Sand Coarse Brown Sand
23.00 25.00 Clay Brown Clay
25.00 29.00 Sand Coarse Medium Brown Sand
29.00 33.00 Clay Brown Clay
33.00 126.00 Sand Coarse Brown Sand
126.00 164.00 Sand Coarse Brown Sand Yes
164.00 165.00 Sandstone Sandstone
165.00 171.00 Sandstone Sandstone & Fine Sand
171.00 185.00 Gravel Fine Gravel
185.00 189.00 Sand Fine Coarse Brown Sand
189.00 213.00 Clay Brown Clay & Sand
213.00 289.00 Clay Blue Clay
289.00 294.00 Gravel Coarse Gravel
294.00 304.00 Sand Fine Coarse Blue Sand
304.00 321.00 Clay Blue Clay
321.00 333.00 Sand Fine Coarse Blue Sand
333.00 345.00 Clay Blue Clay
Download Diagram
Construction
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Measured Water Level
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Records/Page:
Measured Water Level
DateTimeWater Level (BLSD)WL Elev (ft AMSL)OrganizationOWRDMethodStatusMP Height
3/10/2025  126.40 2323.60 CWRE PERMIT CONDITION PROGRAM ETAPESTATIC2.30
4/21/2023  CWRE PERMIT CONDITION PROGRAM NOT MEASUREDPUMPING 
3/11/2022  120.80 2329.20 PROFESSIONAL ENGINEER PERMIT CONDITION PROGRAM ETAPESTATIC2.30
3/19/2020  123.30 2326.70 PROFESSIONAL ENGINEER PERMIT CONDITION PROGRAM ETAPESTATIC2.30
3/14/2019  122.30 2327.70 PROFESSIONAL ENGINEER PERMIT CONDITION PROGRAM ETAPESTATIC2.30
3/7/2017  122.30 2327.70 PROFESSIONAL ENGINEER PERMIT CONDITION PROGRAM ETAPESTATIC2.30
3/15/2016  123.15 2326.85 PROFESSIONAL ENGINEER PERMIT CONDITION PROGRAM ETAPESTATIC2.85
11/4/201511:46:00 121.31 2328.69 OWRD GWATER ETAPESTATIC2.70
6/15/2015  126.00 2324.00 DRILLER WELL LOG REPORTEDUNKNOWN 
Records/Page:
Geochemistry Samples
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Unnormalized Major Elements
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Normalized Major Elements
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Trace Elements XRF
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Trace Elements - ICPMS
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Records/Page:
Stratigraphy
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Records/Page:
Flow Meter/Power Meter
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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 Typedate_mindate_maxcountminmaxavgjan_avgfeb_avgmar_avgapr_avgmay_avgjun_avgjul_avgaug_avgsep_avgoct_avgnov_avgdec_avg
CMBE11/4/20153/10/20257120.80126.40122.79  123.04       121.31 
OTHR3/15/20163/10/20256120.80126.40123.04  123.04         
OWRD11/4/201511/4/20151121.31121.31121.31          121.31 
Recorder Water Levels
date_mindate_maxcountminmaxavgjan_avgfeb_avgmar_avgapr_avgmay_avgjun_avgjul_avgaug_avgsep_avgoct_avgnov_avgdec_avg
                  
                  
                  
Mean Daily and Instantaneous Recorder Water Levels
Other Identifiers
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