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MOUNTAIN HOUSE SPECIFIC PLAN 1 CONSISTENCY FINDINGS Section Consist- Conditions Heading ency Finding of Fact and Evidence of of Approval 1 # Title Text Y/N/NA Compliance (COA) Terminal Drainaee. Downstream of the last improved section of Mountain House Creek, the existing culverts,channel and farm pump station(s)may be used to provide terminal drainage to Old River in their existing conditions. Actual size, locations and 15.1.4(6) Primary Storm configuration of improvements shall be determined during the COA-94,96, 286 c Drain Collection design of the facilities prior to the approval of the first final map. Y See#282 97 Existing Pump Stations. The existing farm pump station(s)shall be See#282. In addition,the CSD has used for terminal drainage to Old River. If used, these pumps shall required the applicant to prepare a be maintained,as required, to match the capacity of the three emergency storm water pumping plan, existing 36-inch culverts under Byron Road. Actual locations and for CSD review and approval which 15.1.4(6) Primary Storm configuration of pump stations shall be determined during the design further addresses the needs of storm 287 d Drain Collection of the facilities prior to the approval of the first Final Map. Y water discharge. COA-95 Ditches. New farm ditches located along the west boundary of the Specific Plan Area shall intercept off-site sheet flow adjacent to the 15.1.4(6) Primary Storm Specific Plan Area. The terminal drain for these ditches shall 288 a Drain Collection continue to be the local farm drain system. N/A Not required for Neighborhood F None. As required by Master Plan Secondary Storm See the Master Plan for a plan of the secondary storm drain Please see Master Plan Consistency Consistency 289 15.1.5(1) Drain Collection collection system. y Findings. Findings. A preliminary design of Mountain House Creek Flood Plain is described in the Master Plan document and its technical appendices. As indicated in Figure 15.1, a length of Mountain House Creek will be improved with an overflow flood plain beginning approximately 1,000 feet downstream of the Alameda/San Joaquin County Line and ending approximately 800 feet upstream of Byron Road. Mountain House Downstream of this point the existing facilities(culverts,channel Not required for Neighborhood F. Creek Flood Plain section and farm pump stations)will be used to convey the runoff to Creek improvements anticipated as part 290 15.1.6(1) Improvements Old River. N/A of subsequent community phases. None. 09/29/2000 SP-924(finaIFINDINGS) Page59