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WORK PLANS_PRE 2019
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PR0539852
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WORK PLANS_PRE 2019
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Last modified
11/19/2024 10:20:02 AM
Creation date
4/21/2021 11:39:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PRE 2019
RECORD_ID
PR0539852
PE
2953
FACILITY_ID
FA0022798
FACILITY_NAME
TRACY OFFICE PLAZA
STREET_NUMBER
324
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23518005
CURRENT_STATUS
02
SITE_LOCATION
324 E ELEVENTH ST
QC Status
Approved
Scanner
SJGOV\dsedra
Tags
EHD - Public
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Workplan for Additional Assessment and Sensitive Receptor Survey <br /> Tracy Office Plaza <br /> 324 E. 11th Street,Tracy,CA <br /> January 27,2017 <br /> Task 1 -Pre-Field Activities <br /> Prior to initiating field activities,Pangea will conduct the following tasks: <br /> • Obtain drilling permits from SJCEHD as necessary; <br /> • Pre-mark the boring locations with white paint, notify Underground Service Alert (USA) of the <br /> drilling and sampling activities at least 72 hours before work begins,and conduct private line locating <br /> as merited; <br /> • Prepare a site-specific health and safety plan to educate personnel and minimize their exposure to <br /> potential hazards related to site activities;and <br /> • Coordinate with drilling and laboratory subcontractors and other involved parties. <br /> Task 2—Soil Borings <br /> To evaluate potential waste oil tank impact,Pangea proposes to advance soil boring B-11 near soil boring B-1, <br /> as shown on Figure 1.To evaluate for a potential second source area,Pangea proposes drilling boring-1 n <br /> the planter on the east side of the building(due east from boring B-1).If soil samples from boring B-12 yield <br /> field indications of contamination, a contingent step-out boring(B-13) will be drilled near boring B-3. At <br /> borings B-11, B-12,and B-13,soil samples will be collected from 5 ft bgs and 10 ft bgs. <br /> Pangea will conduct site investigation using a direct-push sampling rig.The direct-push sampling rig will be <br /> equipped with a hydraulic hammer and steel drive rods to advance the borings to total depth.With hydraulic- <br /> push drilling, continuous soil collection is conducted using acetate liners. Soil samples will be obtained by <br /> cutting 6-inch subsections,trimming the excess soil from the ends,and capping the ends with Teflon®tape and <br /> plastic caps.Additional soil samples may be collected near the water table and at lithologic changes.The soil <br /> samples will be classified according to the Unified Soil Classification System(USCS)and screened for field <br /> indications of petroleum hydrocarbons using visual and olfactory observations and a photo-ionization device <br /> (PID). <br /> All site investigation activities will be performed under the supervision of a California Registered Civil <br /> Professional Engineer (P.E.). Additional soil and assessment procedures are presented in our Standard <br /> Operating Procedures(SOPS)in Appendix B. <br /> 3 <br />
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