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•� p 5.?v'S <br /> • <br /> v T <br /> dna- <br /> Figure 2. Infiltrator Installation <br /> previously, the effluent strength should probably be reduced by additional treatment to provide further <br /> long-tern reliability-. <br /> 3.4 Peguiatory Cons[deraticrls <br /> The annual flogs from the factory are too high for the current food processing waiver program (order. - <br /> R5-200 3-0 1 06),which has a limit of 100,000 gallons per.year. However, the Regional Board is considering <br /> extending the current waiver to additional applications based on loading rates per unit area rather than <br /> - absolute annual volumes. It is likely drat wastewater BOD strength from the chocolate factory would need to <br /> be lower for even the new waiver program to be applicable. - - <br /> Based on our experience, the monitoring and reporting program in the discharge requirements for the factory <br /> seem excessive given the relatively low wastewater flows. This is a significant cost and time impact on the <br /> facton•. Even if the discharge could not be placed under a waiver program, the monitoring and repotting <br /> frequencies could probably-be reduced through negotiations with Regional Board staff, especialle if effluent <br /> strength were lowered using additional treatment. <br /> 3.5 Reserve ;Ixea <br /> San Joacluin Cnunty Onsite VX astewater Di>>nsal Standards (300 i) Section ',2 3.2.b requires `at leash 00 <br /> percent of open land area equal to the size of installed seu-age system available for future use." The iLad to <br /> the east currently provides dint open iesecve arca, but other uccs of the parcel may be cunsidercd in 6�e <br /> future. $cCri+m 3°.3?.b also state: "On discretionary land use applications ._the Director of Euyunumental <br /> Health t aj rcqu!:e the of a c+-wl-iC � .--.i ",.1,i a irh an slteruanng.distribution Ore <br /> 5 <br />