Site Identification
(Click to Collapse...)
 
GW LogID: HARN 1033 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: Emily Bray-Nash
Established Date: 10/07/2008
Bonded Company:
Stage: COMPLETE
Location
(Click to Collapse...)
 
Latitude/Longitude
Latitude: 43.45982376 Horiz. Error: 50.00 ft.
Longitude: -118.59443075 Datum: WGS1984
Lat/Long Source: WR APPL MAP
Location
TRSQQ: WM 24.00S33.00E25SWNE
Tax Map:
Taxlot:
24 Quad: CRANE
Basin: 12 - Malheur Lake
County: Harney
WM District: 10
WM Region: E
LSD Elev: 4131.00 Accy: 10.00 Datum: NGVD1929
Elev Source: 7.5-MINUTE MAP
Groundwater Mapping Tool
Water Rights
(Click to Expand...)
 
Water Right PODs
PODWRIS DetailsApplicationPermitCertTransfersClaimsupplementalpriority_dateSeason of Usemax_rate_cfsrate_cfsrate_cfs_estTRSQQ
POD 1 - A WELL > MALHEUR LAKE BASINWRISG 12154G 1123093211T 14246  6/27/19903/1 ~ 10/313.2001.600 WM24.00S33.00E25SWNE
Well Construction History
(Click to Collapse...)
 
Lithology
(Click to Expand...)
 
Lithology
Start DepthEnd DepthPrim. LithologyLithology Desc.Water Bearing ZoneWater Bearing Zone WL
0.00 1.00 Topsoil Topsoil
1.00 4.00 Clay Brown Clay
4.00 7.00 Sand Fine Brown Sand & Clay
7.00 12.00 Clay Yellow Clay
12.00 20.00 Clay Brown Clay
20.00 37.00 Clay Gray Clay & Gray Sand
37.00 48.00 Clay Brown Clay & Brown Sand
48.00 80.00 Sand Fine Brown Sand
80.00 92.00 Sand Fine Sand & Fine Gravel
92.00 104.00 Sand Fine Sand & Gray Clay
104.00 110.00 Sand Fine Brown Sand
110.00 112.00 Sandstone Brown Sandstone
112.00 117.00 Sand Fine Brown Sand
117.00 121.00 Sandstone Brown Sandstone
121.00 140.00 Sand Fine Brown Sand
140.00 144.00 Sandstone Brown Sandstone
144.00 152.00 Clay Brown Clay
152.00 180.00 Clay Brown Clay & Fine Gravel
180.00 185.00 Clay White Clay
Download Diagram
Well Construction
(Click to Expand...)
 
Construction
Feature TypeStart DepthEnd DepthDiameterMaterial Type
Seal 0.00 19.00 30.000 CEMENT
Casing -1.00 20.00 24.000 STEEL
Open Interval 40.00 145.00 12.000 PERFORATION
Filter Pack 20.00 155.00 22.000 GRAVEL
Casing -1.00 156.00 12.000 STEEL
Open Interval 155.00 156.00 22.000 OPEN ANNULAR SPACE
Open Interval 156.00 185.00 22.000 OPEN HOLE
Measured Water Level
(Click to Expand...)
 
Records/Page:
Measured Water Level
DateTimeWater Level (BLSD)WL Elev (ft AMSL)OrganizationOWRDMethodStatusMP Height
5/16/2008  67.00 4064.00 PUMP INSTALLER PUMP TEST PROGRAM ETAPESTATIC1.00
5/16/1988  26.00 4105.00 DRILLER WELL LOG REPORTEDSTATIC 
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.
Stratigraphy
(Click to Expand...)
 
Records/Page:
Stratigraphy
Start DepthEnd DepthStart Depth Elev.End Depth Elev.Depth ThicknessStratigraphy UnitSample SourcePicked ByEst. AgeEst. Age Err.
0.00 185.00 4131.003946.00185.00 HB.QTsu.BasinFillDepositsUndifferentiated OWRD Darrick Boschmann   
          
Download Diagram
Records/Page:
Flow Meter/Power Meter
No data matches search criteria.
Available Data
(Click to Expand...)
 
Aquifer Test Completed:
Geophysical Log Completed:
Water Chemistry:
Flowing Well:
Saline:
Rock Geochemistry:
OWRD Recorder:
Other OWRD Recorder:
Other Documents/Images
(Click to Expand...)
 
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
CMBE5/16/20085/16/2008167.0067.0067.00    67.00       
OTHR5/16/20085/16/2008167.0067.0067.00    67.00       
OWRD                  
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
No data matches search criteria.