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CORE STATES <br /> David M.Leiffer,P.E. <br /> W21MOOM 1700 W. Industrial Drive, Suite B <br /> AMMMkk'1 Rogers,AR 72756 <br /> GROUP (479)986-4400 fax:(479)986-4401 <br /> e-mail: dleiffer a core-ena.coR7 <br /> wrseeR <br /> PEiis_ San Joaquin County EHD Review Response <br /> Y <br /> COR E STATES GROUP November 14, 2013 <br /> �2I, „SF,44uo F;,, 479-MG-441), This letter is written in response to comments received 11/14/13. <br /> PROJECT: Pilot Bio-Diesel <br /> an" 'o°d"P"°"ri pr"''`'' �'"ig1501 North Jack Tone Road <br /> PML41311P inanagemeiii I perniialrri <br /> �svuc�I©; n�iag�nenRipon, CA 95336 <br /> salrn Jahn,QNB(CA�11)I St.Lob: TO: Jerrod Herron <br /> Tang,::I FL I C',a,luila.NO 8a-_I' - <br /> �',jW., PP Lag A igeles CA <br /> Review Response: <br /> www.core-ang.com #2— The plans do not include a vent rack transition sump. Explain how the plan will <br /> comply with chapter 6.7 of the California Heal and Safety Code. <br /> Response: Refer to detail 01/PP1.1 Vent Cluster detail. Vent rack transition sump and <br /> monitoring requirements are shown in this detail. <br /> #3—Plans do not include continuous monitoring for the secondary containment of the <br /> product, vent, vapor piping. <br /> Response: System is hydrostatic monitored. Refer to the following details for continuous <br /> monitoring illustrations and equipment: 011PP1.1, 01/PP3, 02/PP3, 01/PP5, 02/PP5. <br /> #4— The secondary containment sump within the injection shed does not contain all of <br /> the piping and attached equipment. <br /> Response: Injection shed foundation and floor is designed to be the containment with a <br /> recessed sloped floor installed to drain into the sump which is monitored with a sensor. <br /> #5—A complete Unified Program Consolidated Form (UPCF) for Underground Storage <br /> Tank information was not submitted. <br /> Response: Form to be submitted with this resubmittal <br /> #6—Manufactures'cut sheets for tank,piping, and equipment were not submitted. <br /> Response: Cut sheets to be submitted with this resubmittal <br /> #7—Buoyancy Calculations wet signed and stamped by a Professional Engineer were <br /> not submitted for the UST. <br /> Response: Signed buoyancy calculation to be submitted with this resubmittal. <br />_ #10—Sheet PPI.i list the tank interstitial sensor as a 301 and sheet PP4 list it as a 303. I <br /> The EDH requires that a highJlow level sensor such as the 303 be utilized. <br /> Response: Design is for a VR-303 sensor to be used. Item number error is on sheet <br /> PP2.1 and will be updated to VR-303 dual level sensor, <br />:l <br /> est Re ards, <br /> i Davi M. Le'rffer, P.E. <br />