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ARCHIVED REPORTS XR0001826
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ARCHIVED REPORTS XR0001826
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Last modified
5/31/2019 2:35:40 PM
Creation date
5/31/2019 2:30:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001826
RECORD_ID
PR0544510
PE
3528
FACILITY_ID
FA0002715
FACILITY_NAME
NEWARK RECYCLED FIBERS
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> December 22, 1998 Harding Lawson Associates <br /> 16 4034405 <br /> Margaret Lagorio, Supervising REHS <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br />' <br /> Page 7 <br /> Analytical Results- Hydropunch Groundwater Sample <br /> Analytical results from the Hydropunch groundwater sample are listed in Table 1 TPHd and TPHmo <br /> were detected at concentrations of 1,800 and 2,700 micrograms per liter (ug/L), respectively As discussed <br /> further below, these data are suspect, and appear to be the result of downhole contamination within the <br /> I borehole Benzene, ethylbenzene, and total xylenes were not detected above the normal respective <br /> method reporting limits Toluene was detected at 57 ug/L, just above the method reporting limit of 50 <br /> ug/L <br />' Results of Insitu Bioremediation Feasibility Studies <br /> The results of the plate counts are summaiized in Table 2 The results indicate that the existing microbial <br /> population in the site soils includes a subpopulation of microorganism capable of degrading petroleum <br /> hydrocarbons and this population is within the range acceptable for biological degradation of TPH <br /> Results of Assessment of Risk to Human Health and Safety <br /> A RBCA process was employed to evaluate iisk to human health and safety in accordance with ASTM E <br /> 1739-95 (ASTM, 1995) The first step includes identification of the COCs and the RPESs at the Site <br /> Because of the paucity the light aromatic hydrocarbons (BTEX), the COCs associated with heavy fuel oils <br /> (# 6 fuel) are generally restricted to the PAHs (Table X1 3 in ASTM, 1995) Here both BTEX and PAHs <br /> are considered as COCs for the Site A qualitative risk analysis of the Site, in accordance with ASTM E <br /> 1739-95, reveals that the RPESs identified at the Site include the following <br />' 1 Ingestion/dermal contact/inhalation. of CDCs from surface soils in the courtyard by staff of Newark <br /> Sierra <br />' 2 Inhalation of COCs from subsurface soils in courtyard by staff of Newark Sierra <br /> Development of a site conceptual model in accoidance with the ASTM, h 1739-95 Exposure Scenario <br /> Evaluation Flowchart (Figure 2 0) indicates that no primary sources (product storage USTs or drums) <br />' remain on the site Secondary sources include impacted surface and subsurface soils In RPES #1 no <br /> transport mechanism but direct contact occurs for ingestion/dermal contact, and for inhalation the <br /> transport mechanism is wind erosion and atmospheric dispersion In RPES #2 the transport mechanism <br /> is volatilization and atmospheric dispersion The exposure pathways are ingestion, dermal contact, and <br /> inhalation of vapors As an industrial facility, characterization of the receptor would be <br /> commercial/industrial <br /> Calculation of RBSLs for the COCl and RPES identified foi the Site is performed using the chemical, <br /> physical, and toxicological properties of the hydrocarbons, the relevant fate and transport models, the <br /> media physical properties, and default assumptions utilized in ASTM-E 1739-95 (ASTM, 1995) The <br /> assumptions and the parameters utilized in these equations have been reviewed for appropriateness to the <br /> RPESs identified for the Site and the toxicological properties have been checked for currency The RBSLs <br /> calculated for the Site and the maximum concentrations of the CDCs detected on Site are shown in the <br /> table below <br /> 1 � <br />
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