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f FROM � FRX NO. :2099315186 �g. 09 2003 04:07PM P16 Cocoa Powder 15% Whey Protein 0,85% � Non-fat dry milk 0.85% Natural Butter Flavor 0.30% 5. provide loading rate calculations for the process wastewater septic tank and describe how the treatment is adequate to protect groundwater quality for degradations. Because the facility is proposing to discharge chocolate manufacturing wastewater to the septic tank, additional treatment will be required. If appropriate,provide a description of the revised pretreatment system and septic tank/leach line/seepage pit construction and an explanation of how the wastewater disposal is protective of groundwater quality. Please see previously supplied information from 1Yite_Lottding Study Soil. Suitabili,#Y Stu&Septic System Design. Dated December 31, 2002 and prepared by Chesney Consulting. The information is included on pages 10-13. Additional information such as the Septic System Schematic can be found in Appendix G, of the same report. 6. Describe procedures that will be implemented to prevent the discharge of fats/oils/grame to the leach field. Describe how odors arising from an overloaded septic tank or leach field will be prevented. I Please see previously supplied information from Nitrate.l oading Stu& Sail Suitabil ity Study. Septic System Desi�en Dated December 31. 2002 andprepared by.Chesney_. Consulting; The information is included on pages 10-13. Additional information such as the Septic System Schematic can be found in Appendix(r, of the same report. � 7. Describe how cooling water will be disposed of If surface impoundments will be used to store wastewater,provide diagrams and a description of the planned impoundment, location, size,and depth,construction materials,inlet and outlets,depth to groundwater below the bottom of the pond, and existing or planned groundwater monitoring wells. The cooling water will be disposed of in the septic system. We had requested from the Regional Board that we send it to the storm.drain. The cooling water waspreviously described in the dated April 15eh to Re 'onal titer Control Board Tom O'Brien. I have been unable to get the Regional Water Control Board to Respond to this fax and the construction schedule does not allow for further delays. The amount of cooling water is insignificant(estimated to be 3 to 33 gallons per day which is the equivalent of 2 to 15 toilet flushes)and does not warrant further delays or surface ponds. The water is tap water circulated in stainless steel piping and then dumped This row usage hardly warrants the construction of surface ponds.