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FROM, : � FAX NO. :2099315185 �tn. 11 2083 07:18PM P5 r 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 tame 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 taak, 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 duality. Please see previously supplied information from ffiitrate Loadf:n S. d S'uitabft Stu y, Seplic System Design., Dated Decomber 31. 2002 an pregared by Chesney Consudting. 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. b. Describe procedures that will be implemented to prevent the discharge of tats/oils/grease to the leach field. Describe how odors arising from an overloaded septic tank or leach field will be prevented. Please see previously supplied information from Nitrate Loadir:&&dy. Sox Suitability Study. Septic System Design. Dated December 31. 2002 and M=agted by Ches. _nu 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 7. Describe how cooling water will be disposed of If surface impoundsnmts 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 was previomgly described in the fax dated ril l5`�'to Re 'on er Co trot Board, Tom l7'Brien, t have been unable to get the Regional Water Control Board to Respond to this flax and the construction schedule doers not allow f or further delays. The amount of coaling water is insignificant(estimated to be 3 to 33 gallons per day which is the equi-valent of 2 to 15 toilet flushev)and does not warrant further delays or surface ponds. The water 0 tap water circulated in stainless steel piping and then dumped. Thi~,low usage hardly warrants the construction of surface ponds,