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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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Geosyntecl-' <br /> consultants <br /> 7.2.1 Cone Penetrometer Testing (CPT) <br /> As shown on Figure 7, up to 8 CPT borings will be advanced off-site and to the north <br /> of the CPT-13 area, and&eCPT boring (CPT-2013_13D)_will be advanced adjacent to� <br /> r_ <br /> 'CPT-MIP-2012-131 The purpose of the CPT investigation is to (i) provide detailed <br /> information of the geology in the apparent downgradient direction of the CPT-13 area, <br /> and (ii)to identify appropriate depth intervals for sampling groundwater for analysis of <br /> toluene. <br /> I <br /> Gregg Drilling & Testing, Inca of Martinez, California, (Gregg) will provide the <br /> equipment and personnel to perform the CPT work. All work will be completed under <br /> supervision of Geosyntec personnel. The CPT probe will be advanced to a minimum . <br /> target depth of 40 ft bgs.off--site and 60 ft at location CPT-2013-13D (Figure 7). The <br /> following parameters will be measured or detected at 5 cm (0.16 ft) depth intervals at <br /> each CPT location: <br /> • .Tip resistance (Qt); . <br /> Sleeve friction(Fs); and <br /> • Dynamic pore pressure (Ut). <br /> Soil behavior type (SBT) will, be interpreted using relationships between these <br /> parameters. The SBT log from each location will be evaluated and used to select up to <br /> two groundwater sampling depth interval(s). <br /> 7.2.2 Groundwater Sampling <br /> Up to two groundwater samples will be collected from borings immediately adjacent to 1 <br /> each CPT location. Samples will be collected by advancing hollow CPT rods equipped " <br /> with a disposable tip and filter screen to the desired sample depth interval and then <br /> retracting the rods approximately 2 to 4 feet to expose the screen. Samples will be <br /> collected using a stainless steel bailer. All sampling equipment will be decontaminated <br /> before sampling at each location. <br /> Groundwater samples will be collected into laborat6ry-supplied sample containers and <br /> labeled with project identification, sample location, analytical parameters,time and date <br /> of sampling, and sample preservative, if any. Groundwater samples will be stored in an <br /> ice-cooled chest, maintained at approximately 4°C, for transport under standard chain- <br /> CPT-13 <br /> hain-CPT-13 Area Investigation Report and Work Plan 22 30 May 2013 <br /> i <br />
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