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.� ' Architecture <br /> Engineering An Employee-Owned Company <br /> Environ menta I Stormwater Management Report <br /> . Land Surveying <br /> Companies <br /> Executive Summary <br /> This report has been prepared in support of an application by Stockton Metropolitan Airport for a <br /> site plan review from the City of Stockton for the proposed development improvements at 4725 S <br /> Boston Street. The property is approximately 113 acres in size and is currently partially developed <br /> with an airport apron, taxiway, and associated buildings. <br /> The project location is inside the Stockton Metropolitan Airport. The parcel is bounded by Arch <br /> Airport Road to the northwest, South B Street to the northeast, and the existing airport and <br /> taxiway to the south. All work is intended to be in full compliance with the City of Stockton <br /> Regulations, County of San Joaquin County Regulations, Stormwater Management Regulations, <br /> FAA Regulations, and State of California Regulations while taking prevailing site conditions and <br /> practical needs into account. <br /> The project includes development of warehouse building and parking lot with associated loading <br /> bay, driveways, and landscaping. The proposed developments will include stormwater Best <br /> Management Practices (BMPs)to treat the stormwater per the San Joaquin Final Stormwater <br /> Quality Control Criteria Plan(SWQCCP) requirements. Specifically, a bioretention system will <br /> be utilized to treat and convey the stormwater and meet the stormwater volume reduction <br /> requirements. <br /> The project is not subject to Section 401 of the Federal Clean Water Act because the site is not <br /> proposing any improvements within a 100' wetland buffer. The project is subject to the DEP <br /> Stormwater Policy for a new development. The majority of the work takes place in an undisturbed <br /> area. <br /> Existing topography of the site generally slopes from the northeast to the south, towards the <br /> existing southern catch basins and existing storm drainage line. Elevations vary from <br /> approximately 29 feet at the northeast corner of the site to 20 feet at the southwestern boundary. <br /> Runoff from the existing undeveloped area sheet flows to the existing southern catch basins. <br /> The proposed stormwater management system is designed to follow the Federal Clean Water Act <br /> (33 U.S.C. §§1251 et seq.), State Water Quality Standard (40C.F.R. §122.44), and San Joaquin <br /> County Stormwater Quality Control Criteria Plan (SWQCCP) fully for the new development <br /> portion of the project. <br /> The State of California and County of San Joaquin require the protection of the physical, chemical, <br /> and biological integrity of the waters of the United States. The State and County regulate the <br /> integrity through the requirement of water quality standards. The project plans on utilizing a <br /> proposed drainage design in order to meet the water quality standards and reduce stormwater <br /> runoff. <br /> 220 Norwood Park South,Suite 201 • Norwood,MA 02062 • T(781)619-9500 • F(203)630-2615• www.blcompanies.com <br /> 1 <br />