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5) Thc StunnFilter shal! be designed with a minimum oY 2.3 feet of heati differential <br />benveen the inverts of the inlet and ouUet of thc filter. Downs�rzam hydraulic <br />calculations will be perfonned to demonstrate that downstream conditions will not <br />reduce the hydraulic potential across the filter due to backwater effects. <br />6) Routine maintenance oC th� Storn�Filler is required. A detailetl operaition and <br />maintenance plun for the sys�em must be prepared for npproval by the City. A <br />ccrtilicate of system mainten�nce ���ust be submitted to die City amm�lly. <br />7) Mainienance and operation of the Stonn�ilter on this site shall be adapted, in thc <br />future, to rcllect the current knowledge regarding this cmerging technology. <br />�) All other applicable, and non-conflicting, criteria in thc currcnt edition of SMI's <br />Product Design Nianual shall be followed in the desirn, cc�nsu�uction, and <br />maintenancc of the 5M1 Storn'�Pilter on this site. <br />Portions of Uie cxisting mall complex discharge to the existing eas!crly and �vester�y <br />dc�enticn ponds on the site. ln thcse ponds, the stormwater reccives a limited amouni ol <br />stormwater treaunent in addi�ion to detention. Stannwater runoff from existing .u'cas of <br />the m:�ll complex which will not be "redcveloped" as a part of this project nnisi continue <br />to recci��e at Ieast an equi��.ilen� anwunt of stonnwater treaunent a� currently uccurs. <br />7� <br />-rj <br />�,�,�������,�����,,,��,r,.<<�a:,, <br />