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CONSIDERATIONS (section 9.1) <br /> CONSTRUCTING YOUR LAMP VULNERABILITY TO CAUSE POLLUTION DUE TO HYDROGEOLOGY <br /> • Shallow or poorly drained soils <br /> • Fractured bedrock <br /> Terminal <br /> cr ws Porcelain CONDITIONS REQUIRING ENHANCED PROTECTION <br /> -- socket • High quality waters <br /> • Other environmental conditions <br /> SURFACE WATER <br /> s„ • Vulnerable to pollution, or <br /> • Impaired for nitrogen or pathogens within watershed <br /> HIGH DENSITY OF DOMESTIC WELLS OR OWTS <br /> PARCEL SIZE <br /> t Plywood • Hydraulic mounding or loading of nutrients <br /> Lamp cords disc • Repair area <br /> wires AREA WITH MULTIPLE OLD OR IMPROPERLY LOCATED OWTS <br /> • Predate standards, including cesspool <br /> • Located in setbacks <br /> LAMP MUST PROVIDE LAMP MUST PROVIDE <br /> SCOPE OF COVERAGE SCOPE OF COVERAGE <br /> TYPES OF OWTS INCLUDED/PERMITTED (section 9.2) <br /> MAXIMUM AUTHORIZED FLOWS (section 9.2) Example- Solano County Code, section 6.4-80(k) provides the <br /> Cannot exceed up to 10,000 gpd type of systems allowed in broad terms and under what <br /> conditions. Other code sections expand upon this. <br /> Example- Solano County Code, section 6.4-12(a):standards shall <br /> apply to all systems discharging 2500 gallons per day (gpd) or <br /> less, or over 2500 gpd with authorization from the RWQCB. <br /> F t <br /> �i �.. ^•X� �`�'. � P - 311 '� <br /> M f <br />