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2 <br />SSP <br />The 2019 Stormwater Management Manual includes <br />Noted. Will review current source control <br />CRW <br />substantially more source control BMPs and requirements than <br />BMPs and clarify A17 site specific items to <br />previous manuals. Please review the requirements for MR3 and <br />be implemented. <br />address any necessary source control measures based on the <br />anticipated use for the site. <br />3 <br />SSP <br />The project design appears consistent with the assumptions of <br />Noted. <br />CRW <br />the HH Report. No additional water quality treatment or <br />conveyance design are needed. <br />4 <br />C2.01 <br />Drawing appears to show a future dumpster location just to the <br />No new dumpster is proposed in this <br />CRW <br />west of the site. If the dumpster installation becomes part of this <br />project. <br />project note that DCSS Section 4-5.2 will apply. The dumpster <br />enclosure may need to be drained to sanitary sewer and <br />covered. <br />5 <br />C3.01 <br />Are any additional protection measures warranted for the <br />The Port understands it is not ideal to have <br />CRW <br />existing storm pipe that will be under the new building? If this <br />to install a stormwater conveyance pipe <br />pipe fails at some point in the future the hotel could be <br />under a proposed building, however, given <br />impacted. Based on the plans in the HH report it appears to be <br />the system location and existing maritime <br />around 3' below grade and may be close to the proposed <br />structural infrastructure there were no <br />footings. <br />other cost-effective solutions available. The <br />Port is prepared to repair/replace the line <br />should it fail in the future post construction. <br />However the line is new as of 2019 and is <br />expected to have a full design life of a <br />minimum of 50 years. <br />Page 6 of 6 <br />