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E2. A Golf Course Management Plan is required for the protection of xvater quality (See Requirement <br /> G9). This plan includes standards for the use and storage of fertilizers. herbicides, and other <br /> chemicals. <br /> <br /> Timing: Prior to issuance of a gradingpermit for the Golf Course. <br /> <br />E3. Site selection, grading, landscape screening, and other suitable treatment to minimize the visibility <br /> of water tanks and pump stations are governed by site development standards incorporated in the <br /> Specific Plan. <br /> <br /> Timing: Confirm that standards are met prior to ~nalization of construction specifications for <br /> the water and sewer systems. <br /> <br />F. SANITARY SEWER <br /> <br />F. New sewer lines installed in the Happy Valley Specific Plan area must be of a material that mini- <br /> mizes or eliminates infiltration and inflow to those lines. <br /> <br /> Timing: Material selection prior to ~nalization of constntction specifications for the sewer sys- <br /> tem. <br /> <br />G. DRAINAGE <br /> <br />GI. Design and construction of the project must comply with the Alameda Countywide Clean Water <br /> Program requirements for best management practices to control non-point source runoff pollutants. <br /> <br /> Timing: Prior to approval of grading plans for the Golf Course and all residential development <br /> projects in the Specific Plan area. <br /> <br /> G2. Design of the Golf Course must include storm water detention facilities that will help reduce peak <br /> flows to Happy Valley Creek, and will thus reduce both the frequency and seventy of downstream <br /> flooding. <br /> <br /> Timing: Prior to approval of the Golf Course grading plan. <br /> <br /> G3. Along Happy Valley Road, grading of earthen vee ditches at existing cross drains, cleaning of <br /> existing drainage ditches, and replacement of driveway culverts as necessary to maintain positive <br /> fall at all of the vee ditches is required. <br /> <br /> Timing: At constntction of the water and sewer systems; then on an as-needed basis. <br /> <br /> G4. Along Alisal Street, cleaning of culverts and minor grading to improve existing drainage condi- <br /> tions, and replacement of private driveway culverts at the corrected grade at several locations <br /> along the street is required. <br /> <br /> Timing: At construction of the water and sewer systems; then on an as-needed basis. <br /> <br /> 9 <br /> <br /> <br />