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PR0537637
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Last modified
6/24/2022 8:58:52 AM
Creation date
3/31/2021 1:01:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0537637
PE
2960
FACILITY_ID
FA0021678
FACILITY_NAME
LINCOLN CENTER ENVIRONMENTAL REMEDIATION TRUST
STREET_NUMBER
6475
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741079
CURRENT_STATUS
02
SITE_LOCATION
6475 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Geosynte& Geosyntec° <br /> consultants consultants <br /> 4.2.3 Utility Survey the vadose zone. Soil samples will be analyzed for the following soil matrix parameters using <br /> At least 48 hours prior to intrusive field activities,Underground Services Alert(USA)North 811 the methods indicated,or their equivalents: <br /> will be notified of the intent to drill.USA will contact all utility owners of record within the Site • Soil bulk density(ASTM D2937); <br /> vicinity and notify them of the intention to conduct subsurface investigations in proximity to <br /> buried utilities. All utility owners of record,or their designated agents,will be expected to • Grain density(ASTM D854); <br /> clearly mark the position of their utilities on the ground surface for utilities that are located in . Specific gravity(ASTM D854m); <br /> public areas. In addition,a private utility locator will be procured to mark private utilities and <br /> clear proposed drilling locations.Utilities will be clearly marked on the ground surface and • Organic carbon(Walkley-Black method); <br /> subsequent field activities will be planned accordingly. <br /> • Moisture content(ASTM D2216);and <br /> 4.3 Groundwater Sampling <br /> • Grain size analysis(sieving and hydrometer,ASTM D422). <br /> The two selected groundwater monitoring wells(MW-007A and PT-l 1)will be sampled in Total porosity will be calculated from soil bulk density and grain density, However,soil samples <br /> groundwater samples,the depth to water measurements will be collected.The pump will be <br /> accordance with the low flow purging and sampling SOP(Appendix Prior to collecting collected using a dual-tube sampling system may increase soil density and reduce soil porosity. <br /> lowered until it is at the top of the screen interval identified for each well to collect a sample that Following soil vapor probe installation and prior to sampling,each probe will be allowed to <br /> is representative of the top of the water table.Additional details regarding purging and sampling equilibrate a minimum of two hours.Soil vapor probe purging and sampling activities will be <br /> methodologies is provided in Appendix B. conducted in accordance with the soil vapor sampling SOP(Appendix B).Soil vapor samples <br /> 4.4 Soil Vapor Sampling will be collected with paired groundwater samples from the groundwater monitoring wells. <br /> Soil vapor sampling locations will be selected and marked at each site prior to their collection. 4.5 Indoor Air Sampling <br /> At each sample location,a soil probe is inserted into the soil,sealed at the surface using Prior to sample collection,a building survey and questionnaire form will be completed,and <br /> bentonite clay,and then purged and sampled through a Teflon®tube into a Summarm canister. when available,the owner/occupant will be interviewed regarding chemical usage and <br /> In general,soil vapor probe installation and sampling will follow Advisory—Active,Soil Gus ventilation system operation.Conditions,products,or activities that may affect or interfere with <br /> Investigations,published jointly by the DTSC,Los Angeles Regional Water Quality Control the indoor air quality evaluation of COC may be discussed with the owner/occupant. <br /> Board(LARWQCB),and San Francisco Bay Regional Water Quality Control Board Owners/occupants may be requested to remove,to the extent possible,products or materials that <br /> (SFRWQCB)(DTSC et al,2015), may confound the indoor air quality evaluation of COC prior to sample collection. <br /> A pilot hole will be advanced in each of the two study areas to first encountered groundwater, In addition,potential preferential pathways will be identified and noted.Potential preferential <br /> which is anticipated to be approximately 50 feet bgs.The soil will be logged in accordance with pathways include utility conduits and other penetrations in the building floor/slabs as determined <br /> the SOP to identify permeable zones throughout the soil column and select soil vapor probe by visual inspection in the areas where samples will be collected. <br /> depths.Permanent,multi-depth soil va or r ill be ins least five feet the pilot <br /> boring using a truck-mounted ydrau ically driven percussion hammer(Geonrobe®)Two multi- Indoor air samples will be collected over an 8-hour period for representative concentrations over <br /> depth,permanent soil vapor pro ropose or installation nye existing s lected the anticipated daily exposure period,in accordance with the Supplemental Guidance(CaIEPA, <br /> groundwater monitoring wells MW-007A and PT-11.The probes will be installed starting at 5- 2020).Three samples will be collected from each of the two suites,as well as a duplicate sample <br /> feet bgs and every 10-Feet thereafter,where permeable layers are identified during the pilot hole and three outdoor air samples.Air samples will be collected into 6-liter stainless steel, <br /> advancement and will be completed above the potentiometric surface(saturated zone)located at individually-certified Summa canisters.The canisters will be fitted with an individually-certified <br /> approximately 50 feet bgs.The total number of nested probes per wells will vary depending on flow controller that is calibrated to collect a time-integrated sample over either an 8-hour sample <br /> subsurface conditions;however,no more than five probes are anticipated per well.Soil vapor period.Air samples will be collected in accordance with the indoor and outdoor air sampling <br /> probes will be installed in accordance with the soil vapor sampling SOP,included in Appendix SOP(Appendix B). <br /> B. In addition to the laboratory samples,pressure data will be collected from the interior and <br /> During the pilot borings,several soil samples will be collected for soil physical properties to exterior of the suites during air sampling activities.Data loggers will be left to record pressure <br /> confirm permeable zones selected for vapor points. Samples will be collected directly from the data leading up to,during,and following air sampling,for up to a week in total. <br /> dual-tube soil cores at depths ranging from 5 to 50 feet bgs from each distinct layer observed in Based on the results of the initial air sampling activities,BPC may be implemented to create <br /> realistic,worst-case scenario conditions by depressurizing the suite and therefore inducing vapor <br /> 202W3 Linwln Center VI Pilot Study WP.docs 12 April 2020 202003 Lincoln Center VI Pilot Study WP.dncs 13 April 2020 <br />
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