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d . Flow-through Planters o The use of flow through planters for stormwater <br /> treatment has been approved in concept; however, the flow through planter <br /> section shall be designed in conformance with the San Mateo County <br /> guidelines found in the C. 3 Technical Guidance Manual . <br /> i . Soil media within the bioinfiltration measure shall consist of 18 inches <br /> of biotreatment soil consistent with the Attachment L of the MRP. <br /> ii . Biotreatment soil mix for biotreatment measures shall have a minimum <br /> percolation rate of 5 inches per hour and a maximum percolation rate of <br /> 10 inches per hour, and shall be in conformance with Attachment L of <br /> the MRP, which is included in Appendix K of the C. 3 Technical <br /> Guidance. <br /> iii . Design of biotreatment measures shall be consistent with technical <br /> guidance for the applicable type of biotreatment measure provided in <br /> Chapter 6 of the C.3 Technical Guidance. <br /> e. No Dumping — All drain inlets shall be clearly marked with the words "No <br /> Dumping ! Flows to Bay, " or equivalent using thermoplastic material or a plaque. <br /> f. Non-LID o Design of non-LID treatment measures shall be consistent with <br /> applicable technical guidance in Chapter 6 of the C.3 Technical Guidance. <br /> g . Use of Copper - Projects with architectural copper should , if possible, <br /> purchase copper materials that have been pre-patinated at the factory. <br /> Whether patination is done offsite or onsite, applicant should consider coating <br /> the copper materials with an impervious coating that prevents further corrosion <br /> and runoff. If patination is done on-site , implement one or more of the following: <br /> i . Discharge the rinse water to landscaping . Ensure that the rinse water <br /> does not flow to the street or storm drain . Block off storm drain inlet if <br /> needed . <br /> ii . Collect rinse water in a tank and pump to the sanitary sewer. Contact <br /> your local sanitary sewer agency before discharging to the sanitary <br /> sewer. <br /> iii . Collect the rinse water in a tank and haul off-site for proper disposal . <br /> 55 . Stormwater Management Plan (SWMP) — The applicant shall prepare a SWMP that <br /> includes, at a minimum , exhibit(s) showing drainage areas and location of Low <br /> Impact Development ( LID) treatment measures; total project site area and total area <br /> of land disturbed ; total new and/or replaced impervious area ; treatment measures <br /> and hydraulic sizing calculations; a listing of source control and site design <br /> measures to be implemented at the site; saturated hydraulic conductivity rate(s) at <br /> relevant locations or hydrologic soil type (A, B , C or D) and source of information ; <br /> elevation of high seasonal groundwater table; and a brief summary of how the <br /> project is complying with Provision C.3 of the MRP . <br /> Street Infrastructure Improvements <br /> 56. Streetlights — The applicant shall submit a final streetlight plan for review by the City <br /> as part of the building permit application . [SDR][ENGINEERING] <br /> ATTY/RES0.3108/PC RESO RECOMMENDING APPROVAL OF TENTATIVE PARCEL MAP — 815 HAMILTON <br /> REV: 06-19-15 VR <br /> Page 14 of 21 <br />