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PR0526394
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Last modified
5/27/2021 11:39:23 AM
Creation date
5/27/2021 10:35:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0526394
PE
2960
FACILITY_ID
FA0017859
FACILITY_NAME
STOCKTON REDEVELOPMENT AGENCY
STREET_NUMBER
56
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13737003
CURRENT_STATUS
01
SITE_LOCATION
56 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Table 3 <br />Liquid Surface Elevation Data <br />South Shore Parcels - Parcel 2A and Adjacent Areas <br />West Weber Avenue and North Lincoln Street <br />Stockton, California <br />Elevation of Depth to Water Depth to SPH Groundwater Separate Phase <br />TOC From TOC From TOC Elevation Hydrocarbon <br />Name Date (feet MSL) (feet) (feet) (feet MSL) (Thickness in Feet) <br />Mormon Slough (cont.) <br />MS (cont.) 1/24/11 8.51 --- 3.33 --- <br />4/18/11 9.50 --- 2.34 --- <br />7/18/11 9.58 --- 2.26 --- <br />10/17/11 8.80 --- 3.04 --- <br />1/17/12 8.98 --- 2.86 --- <br />Explanations: <br />TOC = Top of Casing SPH = Separate-Phase Hydrocarbons <br />MSL = Mean Sea Level MTS = Mobile Treatment System <br />NM = Not measured --- = Not Applicable <br />MS = Mormon Slough Survey Point <br />1 MW-5, MW-10, and MW-11 were damaged and could not be sampled in May 2002. <br />2 Thickness of SPH not recorded at 2AMW-14 and DPE-4 due to coating of probe with product (Clayton Group Services, <br />Quarterly Monitoring Report and Annual Report , February 1, 2003); therefore depth to liquid elevation was not corrected <br />for the presence of SPH. <br />3 Well gauged prior to the first quarter 2003 monitoring event before commencement of dual-phase extraction by MTS. <br />4 SPH was too thick to read DTW. <br />5 Unable to measure DTW; SPH thickness greater than length of bailer (3 feet in length). <br />6 Unable to measure DTW due to emulsified SPH. <br />7 Well buried due to grading associated with construction. <br />8 Well sampled and gauged, but not applicable to report because well was destroyed and reinstalled and needs to be <br />resurveyed, well gauging data not applicable. <br />9 Well converted to flush mount and resurveyed by Morrow Surveying on 12/5/06 <br />10 Well resurveyed by Morrow Surveying on 12/5/05 <br />11 Sheen detected after purge <br />12 Well converted to flush mount and resurveyed on March 21, 2007 <br />13 Well surveyed March 21, 2007. Well was initially installed on March 22, 2006 for pilot testing and was added to quarterly <br />monitoring activities during the first quarter 2007. <br />14 Wells re-surveyed April 9, 2007. <br />15 Wells surveyed by Stantec during the Fourth Quarter 2008. <br />16 Wells destroyed in November 2008 as part of the Unocal excavation activities by Treadwell and Rollo. <br />17 Well inaccessible during 2008 survey. <br />18 Well MW-06R reinstalled in close proximity to MW-6 by Wallace-Kuhl in November 2008. <br />19 Unable to access monument. <br />Groundwater elevation corrected for the presence of SPH; density of SPH assumed to be 0.86 g/mL. Density of H20 (1.0 g/mL) minus density <br />of SPH (0.86 g/mL) equals multiplier factor of 0.14. <br />I:\Tidewater\TW Stockton (P2A)\Tables\QMR Tables\2012\1Q12\20120305-Parcel2A (Table 3) Historical Water Levels 1Q12-CL.xlsx Page 57 of 57
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