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3.0 Project Description <br />Avion Project SEIR <br />Page 3-4 <br />3.3.4.2 Sewer <br />As described in greater detail in Section 3.34.6 below, the San Diego Local Agency Formation <br />Commission (LAFCO) would need to approve a reorganization consisting of an expansion of latent <br />powers for the Olivenhain Municipal Water District (OMWD) sewer service area and the annexation <br />of the project site to OMWD and the sewer service area. Proposed sewer flows generated by the <br />project would be conveyed to the downstream sewer treatment plant owned and operated by the <br />OMWD. The project sewer mains would connect to existing sewer facilities within the Heritage Bluffs <br />residential development to north. The agreement to have OMWD provide sewer service rather than <br />the City San Diego is consistent with two other adjacent projects within Black Mountain Ranch (East <br />Clusters Unit 3 and the Heritage Bluffs residential development). <br />3.3.4.3 Stormwater <br />New storm drain facilities would be constructed per applicable San Diego standards. Storm drain <br />inlets would be constructed to collect runoff from within the developed areas that would drain into <br />an underground storm drain system. The project would comply with erosion control requirements <br />of the City's Grading Ordinance and the State Water Resources Control Board's National Pollutant <br />Discharge Elimination System General Permit. The project would include erosion control measures <br />such as retaining walls and replanting slopes with container material in conformance with the <br />grading ordinance and brush management guidelines <br />3.3.5 Access and Circulation <br />Access to the project site would be provided by constructing a private drive that would connect to <br />Winecreek Drive at the northeast corner of the project site. Six interior private drives (A through G) <br />would be constructed within the project site (refer to Figure 3-3). Private Drive A would connect to <br />Winecreek Drive at the northeast corner of the project site and provide the main access to the site. <br />Private Drives B, C, and G would be stub streets less than 150 feet in length. Internal circulation <br />would include stop signs at internal intersections. Emergency access would be provided via Private <br />Drive A’s connection to Winecreek Drive at the northeast corner of the project site. <br />3.3.6 Landscaping and Brush Management <br />The landscape concept plan design includes plantings to blend and complement the existing native <br />planting surrounding the project site. Native low-fuel volume species would be used to revegetate the <br />graded slopes, and the interior of the project site would feature parkway street trees and <br />groundcover—ornamental in nature and fire resistant. Plant materials utilized in the landscape <br />concept plan would be from the palette of plants known to perform well in this climactic zone and <br />amended soil type. Figure 3-4 presents the landscape concept plan. <br />Brush Management Zones would be implemented with Zone 1 located adjacent to structures and <br />must be the least flammable. Zone 2 would consist of selective thinning and pruning of native plants. <br />The standard BMZ widths are 35 feet for BMZ 1 and 65 feet for BMZ 2 as stated in Table 142-04h of the <br />City Municipal Code. The project proposes to implement Alternative Compliance measures to