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Stockton Verde Mobile Home Park, LLC - 3 - 27 April 2021 <br /> Stockton Verde Mobile Home Park WWTF <br /> liter (mg/L), greater than the Primary Maximum Contaminant Level of 10 mg/L. A <br /> summary of analytical data reported in the three monitoring wells are shown below. It <br /> should be noted that these wells are not owned by the Discharger and are located on <br /> the adjacent Shadow Lake MHP property. The summary table below is provided to give <br /> a general overview of the quality of shallow groundwater in the area. The well locations <br /> are shown on Attachment B. <br /> Table 2. Groundwater Quality Shadow Lake MHP <br /> MW-1 MW-2 MW-3 <br /> Constituents Sample Date Sample Date Sample Date <br /> 3/2017 6/2017 3/2017 6/2017 3/2017 6/2017 <br /> TDS (mg/L 550 705 600 665 450 530 <br /> Nitrate Nitrogen (mg/L 19 29 27 50 13 15 <br /> Total Coliform <2.0 27 <2.0 34 4 2 <br /> (MPN/100mL) <br /> pH standard units 7.1 7.1 6.7 6.8 6.6 6.7 <br /> Notes: <br /> Table source: Shadow Lake Mobile Home Park Order WQ 2014-0153-DWQ-R5263, <br /> adopted on 28 March 2018. <br /> As noted on the table included in Order WQ 2014-0153-DWQ-R5263, "groundwater <br /> quality from 2017 is considered representative of groundwater conditions beneath the <br /> mobile home park", which is referring to the Shadow Lake MHP. <br /> SITE-SPECIFIC REQUIREMENTS AND EFFLUENT LIMITS <br /> Note that the General Order contains prohibitions and specifications that apply to all <br /> wastewater treatment systems as well as those that only apply to specific treatment <br /> and/or disposal systems. The specific requirements and effluent limits for your treatment <br /> system are summarized below. <br /> The wastewater treatment operator must be certified and familiar with the requirements <br /> contained in the General Order, this NOA, and the MRP. <br /> Requirements by Wastewater System Type, Section B of General Order <br /> This section applies in its entirety to the Stockton Verde MHP WWTF with the following <br /> site-specific requirements. <br /> B.1 All Wastewater Systems <br /> a. Influent flow limits (Section B.1.a of General Order): <br /> Table 3. Influent flow limits <br /> Treatment Unit Flow Limit as Monthly Average <br /> Influent 35,000 gpd <br />