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ARCHIVED REPORTS_XR0005026
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ARCHIVED REPORTS_XR0005026
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Last modified
9/16/2020 12:50:34 AM
Creation date
3/17/2020 2:04:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005026
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Ile <br /> 27 October 2004 <br /> AGE-NC Project No 96-0254 <br /> Page 9 of 10 <br /> ' lateral migration of dissolved MTBE from the UST at the southern portion of the site,across the site <br /> and towards the location of well W-2 and less to well MW-4 Vertically MTBE has been locally <br /> documented to have migrated tofeet bsg in soil bonng B8, located at well MW-1 MTBE has not <br /> ' migrated vertically at wells MW-2 or MW-5 <br /> JYi t,TJr9 ►t �'C p� ir7 Cr3� in ,boi?7Ld �� 1ftl� `. <br /> DISTRIBUTION OF DISSOLVED MTBE VrA <br /> Since Initiation of ground water monitoring in January 2000, the depth to ground water has ranged <br /> from approximately 14 t,0 feet (recently) below casing grade Ground water flow has been <br /> consistently north-northeast J"tA- aQ 0 v'� sj'Ss _ <br /> Along with general lateral migration, the MTBE-impacted ground water plume migrated <br /> approximately 70 feet to well MW-2 and twice was detected in well MW-4, located approximately <br /> 100 feet from well MW-1 Laterally the MTBE-Impacted groundwater plume migrated not greater," � yJ <br /> than 40 feet northeast and 50 feet northwest to well MW-2 The dissolved concentrations of MTBE ow <br /> in the stratigraphic cross sections are presented on Figure 4 The distribution of dissolved MTBE <br /> ' during July 2004 is depicted on Figure 5 The general trend of dissolved MTBE on the site has <br /> steadily declined since ground water monitoring began in January 2000 and the MTBE plume has <br /> remained stable within the monitoring well network Therefore, consideration for site closure is <br /> warranted <br /> ' 8.0. SUMMARY AND CONCLUSIONS <br /> The key components of the MBP-Manteca site conceptual model include <br /> ' • The subsurface soil stratigraphy consisted of sand with interbedded silt and clay to a depth <br /> of 50 feet bsg <br /> ' • Ground water elevations at the site has fluctuated between 14 and 20 feet below MSL since <br /> ground water monitoring began in January 2000 Generally, ground water flow has been to <br /> the north, A/WA 6 0 +- S Jfq <br /> • Distribution of MTBE contamination in ground water indicates an initial release In the area <br /> of the gasoline USTs, which then migrated laterally to well MW-2 below the MCL and <br /> ' veitic,ally tliruu li the 9011 et well MW-1 Vertically, soil contamination does appear to <br /> J extend below feet big, howci er rhe vertical extent of ground water contamination is <br /> 4; <7undefined below e µg/l <br /> ' The concentration of 220 µg/1 of MTBE in one ground monitoring water is above the <br /> California Department of Health Service's Maximum Contaminant Levels (MCL) for <br /> Advanced GeoEnvironmental,Inc <br />
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