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2900 - Site Mitigation Program
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PR0516614
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Last modified
5/31/2019 3:43:11 PM
Creation date
5/31/2019 3:23:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
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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The Newark Group, Inc. - 5 - 27 February 2013 <br /> 800 W. Church St., Stockton <br /> San Joaquin County <br /> d. Explain how use of shallow groundwater can be restricted, since such <br /> restrictions typically require a Basin Plan Amendment by the Regional Board. <br /> Provide a proposed plan for bringing the four out of service onsite supply <br /> wells back online per San Joaquin County regulations (the fifth well in the <br /> Dopaco area was reportedly an active fire protection well for the onsite paper <br /> recycling facility per discussions during my site inspection in May 2012), <br /> e. Provide a plan to mitigate soil vapor exposure to protect the human health of <br /> construction workers during redevelopment, and a tracking mechanism to <br /> notify regulators and interested parties if deed restrictions are developed, <br /> f. Provide additional information on the source for the chlorinated solvents <br /> detected in groundwater in Areas B-7, B-14, and B-15 and in the Dopaco <br /> area. The case fails the General Criteria for the State Water Resources <br /> Control Board Low Threat Closure Policy(LTCP) for the presence of <br /> chlorinated solvents. <br /> g. Provide a rationale why the Figure 4 Area B-15 shallow groundwater plume, <br /> which is <50' from McDougal Slough, is not a threat to a surface water body, <br /> or submit a work plan to continue the groundwater investigation of Area B-15 <br /> by 30 March 2013. The two non-detect grab groundwater samples were at <br /> least 50' north and 50' south of cross section line B-B', which is along the <br /> east-west axis of the groundwater plume shown on Figure 4. The case fails <br /> the Media-Specific Criteria: Groundwater for the LTCP for the plume distance <br /> to a surface water body. See i. below. <br /> h. Provide a risk assessment demonstrating the level of threat to human health <br /> for the TPHd and TPHg results at 4.5' bgs at B-33. The case fails to meet <br /> any of the site specific scenarios without soil vapor sampling of the Media- <br /> Specific Criteria: Petroleum Vapor Intrusion to Indoor Air for the LTCP and <br /> also fails the LTCP for levels of soil contamination (>100 mg/kg) with no <br /> bioattenuation zone. <br /> i. Free product was noted in the Report drilling logs for boring B-34 at the <br /> depths of 15' to 16.5' bgs and 20' to 21' bgs. Boring B-15, located 20' <br /> northeast of B-34, reported TPHd, 25,000 mg/kg at 15' bgs. The lateral <br /> extent of the free product in soil was not determined to the north and to the <br /> east of B-15 and B-34 towards McDougal Slough (50' east of B-15). This <br /> constitutes a data gap and additional investigation is necessary to evaluate <br /> whether free product will require removal to the most practical extent under <br /> the General Criteria for the State Water Resources Control Board Low Threat <br /> Closure Policy (LTCP). Submit a work plan to determine the vertical and <br />
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