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DECISION <br /> INDUSTRIES <br /> 1041 S. PERSHING AVE., STOCKTON, CALIFORNIA 95206 <br /> 209/462-9911 NO. CALIF. 800/332-5900 FAX 209/462-2024 <br /> CALIFORNIA STATE LIC. 467293 <br /> INC <br /> November 6, 1989 <br /> San Joaquin Public Health Services lvt3ll 1 <br /> 1601 E. Hazelton 989 <br /> Stockton, CA 95201 <br /> Attention: Carol Oz <br /> Subject: Stockton Record <br /> In response to your request for additional information: <br /> 1. Backfill to be used is pea gravel (3/8") . Long poles shall <br /> be used to "tamp" pea gravel underneath tank and up to mid <br /> point of tank (to prevent any voids) . After mid point, pea <br /> gravel will be placed by normal procedures. <br /> 2. Suction pump to be installed is a Bennett model 3788D. <br /> Pamphlet is attached. <br /> 3. Phase I vapor recovery system for tank fill is 2 point as <br /> shown on drawing P2. Phase II vapor recovery will be an <br /> OPW balanced system as shown on drawing P3 pump configuration. <br /> 4. Overfill protection is as shown on P2 drawing item #1 for <br /> the overspill protection and item #3 for the tank overfill <br /> protection. Pamphlets already submitted with plans. <br /> 5. Ground water depth is 40'-50' per Brian of San Joaquin <br /> County Public Works Department - Flood Control 468-3060. <br /> 6. Aerial view of proposed installation is shown on A-1 of the <br /> plans already submitted. See attachment for other infor- <br /> mation requested. <br /> 7. See attached monitoring response plan. <br />