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MOUNTAIN HOUSE MASTER PLAN CONSISTENCY FINDINGS P_Io�eCt. ca wab � A Jg� dr ACt10t1OX Consis= .. Condtttons Of Section ' ` tency ' _ Approval �.,r 1 Heading# Title Text Y/N/NA Finding of Fact/Analysis and Evidence of ComplianceCOA) PRIMARY STORM DRAIN Y,as COLLECTION Trunk line pipes shall be designed for gravity flow condition COA-4,37, 1360 15.4.P.e SYSTEM conditions. ed See# 1357 96 PRIMARY STORM DRAIN Open-channels shall be designed and constructed to Y,as COLLECTION meet the most conservative freeboard requirements of condition COA-4,37, 1361 15.4.P.f SYSTEM Federal, State,or County standards. ed See# 1357 96 PRIMARY STORM DRAIN Erosion shall be minimized by designing and COLLECTION constructing open-channels to convey storm water COA-4,37, 1362 15.4.P.g SYSTEM runoff at or below the allowable maximum velocity. Y. See# 1357 96 Erosion shall be minimized by using appropriate PRIMARY streambed protection and/or energy dissipaters at STORM transitions from supercritical to subcritical flow,at the DRAIN confluence of channels,at the downstream location of Y,as COLLECTION culverts,and at channel transitions. Streambed condition COA-4,37, 1363 15.4.P.h SYSTEM protection shall include appropriate species of plants. ed See# 1357 96 PRIMARY STORM DRAIN The ultimate point of terminal discharge for all COLLECTION drainage shall be Old River. Future flows shall be COA-4,37, 1364 15.4.P.1 SYSTEM metered to pre-development rates. 96 PRIMARY STORM DRAIN The location and design of detention ponds shall Y,as The CSD adopted Neighborhood F Storm water Report COLLECTION provide for adequate access to the basins for condition includes provisions for access for the interim water COA-4,37, 1365 15.4.P.j SYSTEM maintenance. ed quality basin. 96 10/03/2000 MHMP.CHECKLIST-928 Page295