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ARCHIVED REPORTS XR0001215
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2900 - Site Mitigation Program
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PR0536689
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ARCHIVED REPORTS XR0001215
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Last modified
3/4/2019 2:17:43 PM
Creation date
3/4/2019 11:46:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001215
RECORD_ID
PR0536689
PE
2957
FACILITY_ID
FA0021073
FACILITY_NAME
STKN CHARTER WAY COMMINGLED PLUME
STREET_NUMBER
508
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16504016
CURRENT_STATUS
01
SITE_LOCATION
508 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Ms Victoria McCartney <br />' 07/28/06 <br /> Page 3 of 4 <br />' Results <br /> Groundwater Flow <br />' Depth-to-water measurements were subtracted from the surveyed top-of-casing elevation to calculate the <br /> groundwater elevations for each monitoring well Depth-to-water and the calculated groundwater <br />' elevations are presented in Table 1 of the G-R Groundwater Monitoring & Sampling Report (Attachment <br /> 1) Calculated groundwater elevation data were then used to constrict the groundwater potentiometric <br /> map [Figure 1 of the G-R Groundwater Monitoring& Sampling Report, (Attachment 1)] <br />' Groundwater elevations at the site ranged from 8 72 (MW-1) to 9 13 (MW-2) feet below mean sea level <br /> Groundwater elevations across the site have increased an average of 2 42 feet since the first quarter of <br />' 2006 The groundwater flow direction was generally to the east, as illustrated on the potentiometric map <br /> [Figure 1 of the G-R Groundwater Monitoring & Sampling Report, (Attachment 1)] and the horizontal <br /> hydraulic gradient was approximately 0 005 foot per foot (ft/ft) The groundwater flow direction at the <br />' site has been predominately to the northeast since May of 2000 as depicted on the Groundwater Flow <br /> Direction Rose Diagram(Attachment 2) <br /> Groundwater Analytical Data <br />' A concentration map for TPH-G, TPH-D, benzene, and MTBE is presented as [Figure 2 of the G-R <br /> Groundwater Monitoring & Sampling Report (Attachment 1)] Analytical results for the quarterly <br />' groundwater monitoring event are presented in Tables 1 through 4 of the G-R Groundwater Monitoring& <br /> Sampling Report (Attachment 1) Maximum and minimum concentrations of the petroleum hydrocarbon <br /> constituents detected in the groundwater samples are presented in the table below <br />' Frequency Range of <br /> of Detected California Frequency Concentration of <br /> Constituent Detection Primary of <br /> Concentrations 3 Exceedances in ug/L(Well ID) <br /> Above the <br /> MDL' m ug/L <br /> TPH-G 113 4,500` -- -- -- <br /> TPH-D 43/3 60- 1,600 <br /> TPH-MO 313 79-350 -- -- __ <br /> Benzene 113 480 5 1/1 480 MW-3 <br /> MTBE 213 8-4,400 13 112 4,400 MW-2 <br /> TBA 1/3 110 <br /> ETBE 113 17 -- -- -- <br /> TAME 1/3 29- -- -- __ <br /> I 1,2-DCA 213 06-2, 0 5 212 2 (MW-2), 0 6 MW-3 <br /> Notes <br /> 1 MDL_method detection limit <br /> 2 ug/L=micrograms per liter,equivalent to parts per billion(ppb) <br /> 3 MCL =maximum contaminant level <br /> 4 TPH-D and TPH-MO results using silica gel clean-up <br /> These concentrations ranges are generally consistent with the concentrations detected during the first <br /> quarter of 2006, as summarized in Tables 1 and 3 Methanol, ethanol, DIPE and EDB were not detected <br /> • at concentrations above the method detection limits(MDLs) <br /> I <br /> 022603054 duc <br /> BLASLAND, BOUCK& LEE, INC <br /> an ARCADIS company <br />
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