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I I I I I I I I I I I I I I I I I I I C-3 Checks will be end-protected to eliminate side cutting. 6. Sedimentation. The design criteria anticipates the regul ar removal of sedimp.nt and debris from the channel. This material may be used for con- struction and for solid waste disposal cover material outside the flood- pl ain. 8. Existing Utility Conflicts. Utilities other than sanitary sewers will be relocated as needed. Sanitary sewer conflicts will be resolved on an individual basis in final design. Utility field surveys will be required prior to final design. 7. Multiple-Use. The mast.er pl anning of the waterways will be done in a manner compatiblp. with the following multiple-uses and auxiliary benp.- fits. g. Existing Water Rights. Existing water rights will be protected, as ap- propriate, including surface diversions and underground conduits. o Greenbelt and urban open space. lli. Initial Drainage System. The storm sewers and other features of the ini- t ial storm runoff system will be planned and constructed so as to not significantly change the drainage basin. o Lowered groundwater tab 1 e. o Controlled rising groundwater table after urbanization. 11. Maintenance Program. A maintenance program should be initiated after the implementation of a master plan program. o Improved movement of traffic. 12. Access. Maintenance access will be incorporated into the master plan programs in order to allow the implementation of the maintenance pro- gram. The maintenance access will be designed to allow for inspection of the channel and transportation of maintenance and mowing equipment and of materials. o Reduced street maintenance costs. o Reduced street construct.ion costs. o Improved public health environment. o Lower cost open space. o Improved qual ity of cl assified streiJTls. o Opportunities for lower building construction costs. o Opportunities for creating new water suppl ies.