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TECHNICAL INFORMATION REQUIREMENTS Page 5 of 12 <br /> FOR A REPORT OF WASTE DISCHARGE <br /> d. Water recycling/Land application areas (LAA) areas. <br /> e. Cropping plans. <br /> f. Planned operations (planting and harvest, irrigation method, irrigation frequency, irrigation <br /> amounts). <br /> g. Expected nutrient loadings (pounds per acre per year total nitrogen). <br /> h. Expected salt loadings (pounds per acre per year total dissolved solids). <br /> i. Tailwater management methods. <br /> j. Storm water runoff management methods. <br /> k. Setback distances from the edge of each recycling/land application area from the property <br /> boundary, public streets, occupied structures owned by others, and surface <br /> waters/surface water conveyances. <br /> I. Plans that illustrate items c, d, i,j, and k above <br /> 14. If wastewater effluent will be recycled pursuant to Title 22 of the California Code of <br /> Regulations (e.g., if domestic wastewater is recycled to grow crops, irrigate landscaping, <br /> provide pasture for livestock, or for landscape or recreational impoundments, including <br /> reclamation sites owned by a POTWs, unless water is recycled solely for irrigation of <br /> landscaping at the POTW site) a Title 22 Engineering Report must be submitted to both the <br /> Central Valley Water board and California Department of Public Health". <br /> 15. Projected monthly water balances demonstrating adequate containment capacity for both the <br /> average rainfall year and the 100-year return period total annual precipitation, including <br /> consideration of at least the following: <br /> a. For POTWs and private domestic wastewater facilities, initial baseline influent and 1/1 <br /> flows as well as baseline influent and 1/1 flows at full build out with an aging sewer <br /> system. <br /> b. A minimum of two feet of freeboard in each pond at all times (unless a registered civil <br /> engineer determines that a lower freeboard level will not cause overtopping or berm <br /> failure). <br /> c. Historical local evapotranspiration, pan evaporation, and lake evaporation data (monthly <br /> average values). <br /> d. Local precipitation data with the 100-year return period annual total distributed monthly <br /> in accordance with mean monthly precipitation patterns. <br /> e. Proposed recycling area/land application area/disposal system hydraulic loading rates <br /> distributed monthly in accordance with expected seasonal variations based on crop <br /> evapotranspiration rates. <br /> f. Projected long-term percolation rates (including consideration of percolation from <br /> unlined ponds and the effects of solids plugging on all ponds). <br /> 16. Proposed flow limits and basis for the limits. Consider dry weather flows vs. peak flows and <br /> seasonal variations. Include the technical basis for the proposed flow limit (e.g., design <br /> To the extent this information is already presented in the Title 22 Engineering Report, the RWD may incorporate <br /> that report by reference. The Title 22 Engineering Report must also be submitted to the California <br /> Department of Public Health for review and approval. <br />