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2900 - Site Mitigation Program
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PR0527611
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Last modified
3/4/2020 1:47:26 PM
Creation date
3/4/2020 1:43:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527611
PE
2957
FACILITY_ID
FA0018709
FACILITY_NAME
FORMER DOLLY MADISON
STREET_NUMBER
1426
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503010
CURRENT_STATUS
01
SITE_LOCATION
1426 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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400l <br /> Mr.James Barton,RWQCB May 14,2008 <br /> Work Plan for Additional Site Assessment <br /> Former Dolly Madison Bakery,Stockton,California <br /> Page 6 <br /> boring MW-9 sample collected from 32 feet bgs, and methyl tertiary butyl ether (MTBE; <br /> 0.0063 mg/Kg) was reported in the sample collected from boring MW-9 at 47 feet bgs. <br /> Samples collected below 50 feet bgs at borings MW-9 and MW-13 did not contain <br /> petroleum hydrocarbon or fuel additive concentrations above laboratory method detection <br /> limits. Petroleum hydrocarbons or fuel additives were not detected in samples collected <br /> from borings VW-2, MW-5, MW-7,MW-8,MW-10, and MW-11. <br /> Petroleum Hydrocarbon Impact to Groundwater <br /> GRO, BTEX compounds, MTBE, tertiary butyl alcohol (TBA), tertiary amyl methyl ether <br /> (TAME), and 1,2-dichloroethane (1,2-DCA) have historically been reported in groundwater <br /> beneath the site. Shallow groundwater has been monitored at the site since 1997, with <br /> limited well sampling between May 2004 and June 2007. Discussions relating to impact to <br /> deeper water bearing intervals at the site is largely based on the results of the well sampling <br /> event completed during the first quarter 2008. <br /> Shallow Groundwater Impact <br /> GRO, benzene, and MTBE iso-concentration contour maps for the shallow water bearing <br /> interval are presented as Figures 9 through 11, respectively. GRO and BTEX impact to <br /> groundwater appears limited to the area immediately surrounding the former UST complex. <br /> At the time of the first quarter 2008 well sampling event, GRO (44,000 micrograms per <br /> Liter [µg/L]) and benzene (140 µg/L) were reported in the sample collected at well VW-1. <br /> GRO was detected in the samples collected from wells MW-1 (260 µg/L) and MW-2 (76 <br /> µg/L), and benzene was detected in the MW-1 sample (1.1 µg/L). GRO and benzene were <br /> not detected in the samples collected from newly completed wells MW-3 through MW-7. <br /> MTBE concentrations in shallow groundwater are relatively low, ranging from 3.8 µg/L <br /> (MW-1) to 46 µg/L (MW-2). 1,2-DCA was detected in the samples collected from shallow <br /> screened wells MW-2 (5.2 µg/L), MW-5 (3.9 µg/L), and MW-7 (19 µg/L). No petroleum <br /> hydrocarbons or fuel additives were detected in the well MW-6 sample. The lateral extent <br /> of MTBE impact to shallow groundwater is not fully characterized in the northern portion <br /> of the site, north of wells MW-2, MW-3, and MW-7. MTBE impact to shallow <br /> groundwater is also not fully assessed south of well MW-1. <br /> Mid-Depth Interval Groundwater Impact <br /> GRO, benzene, and MTBE iso-concentration contour maps for the mid-depth water bearing <br /> interval (approximately 55 to 70 feet bgs) are presented as Figures 12 through 14, <br /> respectively. The highest concentrations of petroleum hydrocarbons were observed in well <br /> MW-9, located in close proximity to the former UST complex. GRO (220 µg/L), benzene <br /> (49 µg/L), MTBE (39 µg/L), and TBA (17 µg/L) were reported in the well MW-9 sample. <br /> KATimothy Kong Property\Work Plans\Knng-may03workp1an.doc <br />
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