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MOUNTAIN HOUSE <br /> MASTER PLAN CONSISTENCY FINDINGS <br /> •: Project <br /> Actiori or <br /> Consis- Conditions`o <br /> Section tency Approval <br /> I Heading# Title 'Text Y/N/NA Finding of Fact/Analysis and Evidence of Compliance (COA) <br /> MOUNTAIN <br /> HOUSE <br /> CREEK Channel Bed Slope. Drop structures and check <br /> IMPROVE- structures may be used to decrease channel bed slope, <br /> 1388 15.6.I.a.(4) MENTS and thus reduce average flow velocity. N/A See line 1379 None. <br /> Flow Reduction. For several hundred feet along <br /> Mountain House Creek immediately upstream from <br /> Old River,the average flow velocity shall be reduced <br /> below two fps at the 100 year storm flow to enhance <br /> sedimentation prior to discharge into Old River. This <br /> MOUNTAIN reduction in average flow velocity shall be achieved by <br /> HOUSE a gradual widening and deepening of the floodplain <br /> CREEK cross-section. The speed reduction will take place in <br /> IMPROVE- the creek's floodplain area that will not be subject to <br /> 1389 15.6.1.a.(5) MENTS permit control. N/A See line 1379 None. <br /> Existing Dams. The two existing farm dams on <br /> Mountain House Creek between the Delta-Mendota <br /> Canal and the Alameda/San Joaquin County line shall <br /> be lowered to an acceptable level to prevent <br /> downstream flood damage from a sudden and <br /> MOUNTAIN complete dam failure. These dams shall be designed <br /> HOUSE and reconstructed to preserve the existing wetlands <br /> CREEK upstream of each structure and to pass larger flood Y,as The CSD approved Neighborhood F Storm Water <br /> IMPROVE- flows over the dam crest. This may be accomplished condition Report includes recommendations to comply with <br /> 13901 15.6.1.a.(6) MENTS iwithout a need forspecific permits. ed these requirements. COA-95 <br /> 10/03/2000 MHMP.CHECKLIST-928 Page300 <br />