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been indicated that the estimated nitrate loading will exceed the MCL limit and that <br /> engineered design elements may be required. <br /> The+ EHD is requiring that a complete set of engineered plans for the proposed <br /> future sewage system be submitted for review and approval rior to the issuance <br /> of any building permits for any of the six structures mentioned above. The <br /> engineered plans must be incorporated into the Revised Site Map and <br /> show/designate a 100% leach field replacement area for future septic system <br /> repair. Required setback distances must be maintained for all proposed septic <br /> systems, and septic system replacement areas (this includes domestic well and or <br /> public ro tr aea'� db �� � 3 <br /> �/ C <br /> Special consideration: On page 14 of the Revised Nitrate Loading Study, it is indicated that a <br /> -holding tank is proposed for the future system, and that two parallel septic systems could be <br /> installed to .accommodate.tank capacity. It is unlikely that this design will meet EHD sewage . <br /> standards. Previous engineered septic systems approved by the EHD typically use a series of <br /> two to three connected septic tanks,in .conjunction with a sewage pump to maintain proper <br /> sewage capacity, and to regulate sewage outflow to'the-leach field. <br /> If you have any questions please contact Ted-Tasiopouios;Sr. REHS at (209) 953-7698. <br /> Rodney`Estrada,'REHS <br /> t - <br /> Lead Sr.'Registered Environmental Health Specialist' <br /> I <br /> i <br /> 'r <br /> i <br /> ,E <br /> 2 <br /> �i -- <br />