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Section 5 <br />Total Impervious Surface Addition or Replacement — 3.1'77 S, <br />The total impervious surface improvements do not total 5,000 SF or more, which <br />would be the threshold for a Priority Project Significant <br />Redevelopment, Therefore, the Proposed Project would be considered a Non- <br />Priority Project and would need to prepare a Non-Priority Project Water Quality <br />Plan (NPP). Treatment control BMP's are not required for NPPs. However, the <br />Proposed Project would incorporate 2,045 SF of pervious pavement as a site <br />design feature for a new sidewalk between the Centennial Park parking lot and <br />Shared Recreation/Communication Structure 1, near the Soccer Field complex. <br />The pervious sidewalk would have the capacity to infiltrate the Design Capture <br />Volume (80% Capture Efficiency DCV = 84.1 cu-ft) of the proposed 3,177 SF of <br />impervious area improvements. The soil properties in this area are favorable for <br />infiltration and would be an ideal location for LID BMP implementation. At a <br />design infiltration rate of 0.3 inches/hour and an aggregate base depth of 0.5 <br />feet, a minimum surface area of approximately 481 SF of pervious pavement <br />would be needed (Note. the surface area of pervious pavement is reduced as the <br />aggregate base depth is increased). In this case, there is more pervious <br />sidewalk area than what Would be needed to treat the Design Capture Volume. <br />The Non-Priority Project Water Quality Plan prepared for the Mid Basin <br />Centennial Park Injection Well Project is included in Appendix G. The Water <br />Quality Plan identifies infiltration strategies and storm water control measures to <br />minimize adverse long term storm water management water quality impacts. <br />With the implementation of Mitigation Measure HWQ-2 potential adverse long <br />term storm water runoff management water quality impacts would be reduced to <br />a less than significant level. <br />Alternative 3: Reduced Intensity Alternative <br />Under Alternative 3, one less injection well would be constructed. Compared to <br />the Proposed Project there would be less construction activity and less potential <br />for degraded surface water runoff impacts to occur- Similar to the Proposed <br />Project, a SWPPP Would be prepared and implemented to minimize degraded <br />construction storm water runoff impacts. With the implementation of Mitigation <br />Measure GEO-1 potential degraded surface water runoff impacts would be <br />reduced to a less than significant level. <br />Because one less injection Well Would be constructed there would be a slight <br />reduction in the amount of new and/or replaced impervious surfaces. A total of <br />2,917 square feet of impervious surfaces would be introduced and /or replaced at <br />the project site. The total impervious surface improvements do not total 5,000 SF <br />or rnore, which would be the threshold for a Priority Project Significant <br />Mid Basin Centennial Park Are_rlki Project Final EIP 5-130 <br />