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Administrative Draft Environmental Impact Report <br /> Gill Medical Center Project <br /> Piping would also allow for directing treated wastewater (i.e., recycled water) to onsite landscape areas <br /> and reflecting ponds to reduce the Project's overall potable water demand.The wastewater treatment and <br /> recycled water irrigation system would be permitted and expanded by development phase as needed. <br /> 3.6.5.3 Storm Water <br /> The closest existing stormwater mainline is a 12-inch line that runs in a north-south direction on West <br /> Lane approximately one-mile (approximately 5,500 feet) south of the Project site. Due to the distance <br /> from the site, connecting to this existing facility is not feasible. Therefore, onsite stormwater retention is <br /> proposed. <br /> To determine the need for physical storm water improvements, expected storm water runoff was <br /> calculated based on state water quality requirements and related San Joaquin County improvement <br /> standards. According to Siegfried (2020), full project buildout (Phases 1 and 2) would generate the need <br /> for approximately 15-acre feet (AF) of onsite stormwater storage. <br /> Storm water runoff from impervious surfaces would be collected via drop inlets and underground piping <br /> and conveyed to onsite retention basins where it would undergo pre-treatment and be allowed to <br /> infiltrate and evaporate. Figure 3-7 shows a full buildout conceptual retention basin plan that employs <br /> multiple sized basins with 3:1 side slopes (min) occupying 9.5 acres of the Project site. [Admin Draft Note: <br /> Acreage and the 15-AF of onsite stormwater storage needs to be verified] All basins in the concept plan <br /> are located down gradient from development areas allowing for a gravity flow system. Like water and <br /> wastewater, stormwater improvements would be constructed and sized consistent with development <br /> phasing. <br /> 3.7 Project Operation <br /> 3.7.1 Employees, Customers and Deliveries <br /> The anticipated staffing by building and shift is shown in Table 3-3. As shown, the Phase 1 and Phase 2 <br /> Hospitals would operate 24 hours per day, seven days per week with 10 defined employee "shifts" and <br /> slightly reduced staffing levels during the overnight hours. The average number of employees over a 24- <br /> hour period is expected to be 50 at the Phase 1 Hospital and 450 at the Phase 2 Main Hospital.The <br /> average number of patients over a 24-hour period is expected to be 72 at the Phase 1 Hospital and 400 at <br /> the Phase 2 Main Hospital. The Phase 2 Medical Office Building would operate on a more traditional 8:00 <br /> a.m. to 5:00 p.m. Monday through Friday schedule and is expected to accommodate 100 office workers <br /> and attract approximately 384 customers Monday through Friday.The following routine daily <br /> material/supply deliveries are also expected: 2 at the Phase 1 Hospital; 12 at the Phase 2 Main Hospital; <br /> and,4 at the Phase 2 Medical Office Building. The number of onsite staff, medical building occupants, <br /> customers, and deliveries are not expected to vary significantly throughout the year. [Admin draft note: <br /> Need an employee estimate for the physical plant, and/or for water, wastewater and site maintenance <br /> functions.] <br /> Section 3.0 Project Description 3-19 October 2021 <br />