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5 – Effects Found Not To Be Significant <br />Draft Environmental Impact Report February 2021 <br />14800 W. Schulte Road Logistics Center 5-11 <br />be implemented, and must demonstrate that the combination of BMPs selected are adequate to meet the discharge <br />prohibitions, effluent standards, and receiving water limitations contained in the Construction General Permit. As <br />such, through compliance with the Construction General Permit, the Project would not adversely affect water quality. <br />Therefore, short-term construction impacts associated with water quality would be less than significant. <br />With respect to Project operation, future uses on site that could contribute pollutants to stormwater runoff in the <br />long term include uncovered parking areas (through small fuel and/or fluid leaks), uncovered refuse <br />storage/management areas, landscape/open space areas (if pesticides/herbicides and fertilizers are improperly <br />applied), and general litter/debris. During storm events, the first few hours of moderate to heavy rainfall could wash <br />a majority of pollutants from the paved areas where, without proper stormwater controls and BMPs, those pollutants <br />could enter the municipal storm drain system before eventually being discharged to adjacent waterways. The <br />majority of pollutants entering the storm drain system in this manner would be dust, litter, and poss ibly residual <br />petroleum products (e.g., motor oil, gasoline, diesel fuel). Certain metals, along with nutrients and pesticides from <br />landscape areas, can also be present in stormwater runoff. Between periods of rainfall, surface pollutants tend to <br />accumulate, and runoff from the first significant storm of the year (“first flush”) would likely have the largest <br />concentration of pollutants. <br />Stormwater quality in San Joaquin County is regulated by the Stormwater Quality Control Criteria Plan (SWQCCP), <br />which sets forth standards that apply to all new developments and significant redevelopment projects falling under <br />the priority project categories, of which the Project site is one. The primary strategy employed by the SWQCCP is to <br />require development to manage and treat stormwater flows to the maximum extent practicable to control pollutants, <br />pollutant loads, and runoff volume by minimizing the impervious surface area and implementing source control <br />measures, controlling runoff from impervious surfaces using structural BMPs (e.g., infiltration, bioretention, and/or <br />rainfall harvest and re-use), and ensuring all structural BMPs are monitored and maintained for the life of the <br />development. These measures are often referred to as low-impact development principles (City of Stockton and <br />County of San Joaquin 2009). <br />As part of the Project, a new engineered stormwater drainage system would be constructed on the Project site to <br />collect and treat on-site stormwater. After development, a majority of stormwater from the Project site would drain <br />into three below-grade, open, earthen infiltration basins within the north portion of the site. Stormwater flows would <br />be conveyed via sheet flows away from buildings, and where possible, through below-grade, landscaped areas prior <br />to entering the nearest catch basin and subsequently being conveyed to the three earthen detention basins. The <br />landscaped areas would act as the first filter for detaining suspended solids in stormwater flows. The detention <br />basins would be planted with native grasses and erosion control vegetation along their side banks. Stormwater <br />flows collected by the detention basins would be allowed to infiltrate into the soils, recharging the underlying <br />groundwater basin (San Joaquin Valley Basin). <br />The Project and its new stormwater drainage system would be sized to capture and treat all on -site stormwater <br />generated by two consecutive 10 -year, 24-hour storm events, as required by the County. The detention basins <br />would feature an earthen bottom that would allow flows collec ted by the detention basins to infiltrate into the <br />soil and recharge the underlying groundwater basin. The Project’s stormwater capture and treatment system <br />would be designed to meet the requirements of the SWQCCP, ensuring that the Project would not violate water <br />quality standards or waste discharge requirements or otherwise substantially degrade surface water or <br />groundwater quality.