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<br />00128~ <br /> <br />27 <br /> <br />Expanding and rearranging equation 6 yields: <br /> <br />BS/CT + (BG + RCT)/CT = 1 <br /> <br />(7) <br /> <br />From equation 7, we see that <br /> <br />BS/CT = FS <br /> <br />(8) <br /> <br />and <br /> <br />BG+ RCT <br />CT = F G . <br /> <br />(9) <br /> <br />The costs allocated to the developers and to the general fund are <br /> <br />as before: <br /> <br />C - <br />S - <br />C - <br />G - <br /> <br />(FS)CT <br />(FG)CT <br /> <br />(10) <br /> <br />(11 ) <br /> <br />This Special Cost (CS) is then used to compute the basin or subbasin <br /> <br /> <br />Base ODF as described earlier. The General Costs (CG) are borne by <br /> <br /> <br />the general community for the reasons stated in Chapter II. <br /> <br />Closilre <br /> <br />The features of the recommended drainage management program enable <br /> <br /> <br />a community to quickly and inexpensively initiate a procedure for <br /> <br /> <br />mitigating development-induced drainage impacts with confidence that <br /> <br />the procedure is not arbitrary and open to judicial overrule. The <br /> <br />program is based on an abbreviated planning methodology for calculating <br />project costs and establishing a cost apportionment schedule. The <br />abbreviated procedure can reduce the front-end drainage planning <br />costs by approximately 75-80 percent. ' This is a substantial reduction <br />in light of the keen competition for municipal funds. <br />