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3.PROJECT DESCRIPPON MOUNTAIN HOUSE NEIGHBORHOODS K AND L INITIAL STUDY community and regional parks would be located generally at the outer edges of each neighborhood. Old River Regional Park would be located along the northern boundary of both Neighborhoods K and L. A 2.9-acre community park would be located in the northwestern portion of Neighborhood K near the terminus of Central Parkway and adjacent to a mixed-use area. The 22.29-acre North Community Park would be located in Neighborhood L adjacent to the Mountain House Creek Park and just north of the UPRR and Byron Road. The 23.60-acre Mountain House Creek Park would form the western boundary of Neighborhood L and would extend from the existing Mountain House Creek Park south of Byron Road. The primary staging area for Old River Regional Park would be at Old River Center at the end of Central Parkway in Neighborhood K. This staging area would include a small boat ramp and parking, among other amenities. The boat launch would be open to the public and would be operated by the MHCSD to accommodate local recreational and wildlife-oriented boating. Residential Population Using the same population assumptions as those used in the February 2005 Mountain House New Community SPIT document,the residential development proposed by the project would result in an on-site population of about 6,301 persons for Neighborhoods K and L(see Table 34). Job Generation Total employment generated by the non-residential uses within Neighborhoods K and L is anticipated to be 1,564 jobs,which is about 190 more than projected with the adopted SPII (see Tables 3-5 and 3-6). Drainage The MHCSD prepared a Storm Water Master Plan Update Addendum No. 1 (May 2004)that provides hydrological and hydraulic data for the design of project-related storm drain trunk lines, Mountain House Creek improvements, and water quality treatment/detention basins for the entire Mountain House community. This plan was evaluated in the Initial Study/Mitigated Negative Declaration prepared for Neighborhoods E and G in 2003. A second Addendum to the Storm Water Master Plan Update was prepared in conjunction with the Revised Neighborhood I and J Map. In accordance with the MHCSD's Storm Water Master Plan Update, and subject to additional detailed investigation and engineering,the applicant would construct a series of interim stormwater protection ditches and berms, as well as perm- anent stormwater conveyance facilities. Storm drainage handling would be Israni) 3-12