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11/18/2013 referenced evaluation and reports have been submitted, and the proposed project design incorporates the necessary measures to implement the recommendations, the applicant may be required to update the referenced reports should there be any material changes to the project. 15. Redwood City has exceeded its Peak Wet Weather Flow (PWWF) capacity in the past. A methodology to reduce inflow and infiltration by pipe replacement was determined. The applicant shall reduce inflow and infiltration to offset increased sewer demand from the Project by replacing aged sewer mains or paying an equivalent in-lieu fee. The length of pipe replacement required or the amount of fee will be based on the Project's sewage generation projection (Attachment L of the City's Engineering Standards). Since the applicant has completed Attachment L as part of the Engineer's study, the Applicant shall update the analysis based on any material changes to the project. 16. All utilities shall be designed in accordance with the City's Engineering Standards. 17. Recycled water facilities shall be provided and designed as part of this Project in accordance with the City's Engineering Standards for dual plumbing, irrigation and other warranted uses as required in the Recycled Water Ordinance, Chapter 38, Article VIII of the Municipal Code. 18. Pursuant to City Code Chapter 18, Article XIV, street, curb, gutter and sidewalk shall be replaced, repaired, repaved, or reconstructed. 19. Post-construction runoff into the storm drain shall not exceed pre- construction runoff levels. The applicant's design professional shall evaluate the Project's impact to the City's storm drainage system and shall substantiate their conclusions with drainage ca�ulations to the satisfaction of the City Engineer prior to Construction permit issuance. 20. Applicant shall follow the "Drainage Guidelines for Commercial Development". 21 . Stormwater Pollution Prevention Program Best Management Practices (BMPs) for construction shall be implemented to protect water quality, in accordance with the approved Stormwater Pollution Prevention Plan (SWPPP). BMP plan sheets are available electronically for inserting into Project plans. 22. The project shall be designed to meet the C.3 requirements of the Municipal Regional Permit (MRP) NPDES Permit CAS 612008, per the detailed plans submitted by the applicant's design professional showing conformance with C.3 through appropriate permanent stormwater control measures. The Project has been determined by the City Engineer to qualify for Special Project status in which ATTY/RES0.2925/APPEAL OF 525 MIDDLEFIELD RE50. #15305 REV:11-13-13 VR MUFF#603 Page 8 of 12