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WASTE DISCHARGE REQUIREMENTS ORDER R5-2013-0028 -10- <br /> DELICATO VINEYARDS, INC. <br /> DELICATO FAMILY VINEYARDS <br /> SAN JOAQUIN COUNTY <br /> Constituent Analytical Result <br /> (mg/L, except as noted) <br /> Chloride 14 <br /> Nitrate as NO3 52.2 <br /> Specific Conductance Z 502 <br /> Total Dissolved Solids 320 <br /> 'pmhos/cm <br /> 35. Supplemental irrigation water is provided by the South San Joaquin Irrigation <br /> District (SSJID), as needed. Two samples of supplemental irrigation water from <br /> the SSJID were collected on 20 August 2012. The analytical results are <br /> summarized below for the two different sampling locations. <br /> Analytical Result(mg/L) <br /> Constituent <br /> Sample No. 1 Sample No. 2 <br /> Fixed Dissolved Solids (FDS) 20 20 <br /> Total Dissolved Solids (TDS) 60 40 <br /> Total Suspended Solids (TSS) 5.0 5.0 <br /> 36. Wastewater will be applied to the LAAs year-round as needed to support vineyard <br /> and seasonal crops. As shown on Attachment C, water will be released from the <br /> aeration ponds and from supplemental irrigation water storage basins through <br /> separate pipes to the various LAAs. Blending of wastewater and supplemental <br /> irrigation will typically occur in the discharge pipe. Application rates and <br /> frequencies will vary during the year depending on weather and crop conditions. <br /> 37. Cutback irrigation will be used to apply wastewater and SSJID supplemental <br /> irrigation water to the cropped LAAs using a series of narrow checks. Cutback <br /> irrigation is a variant of flood irrigation that minimizes runoff and potential ponding <br /> by matching the inflow rate with the average infiltration capacity of the soil. <br /> Cutback irrigation is similar to tailwater recovery systems where irrigation <br /> efficiency is improved by reducing runoff losses. <br /> 38. Vineyard LAAs will receive wastewater and supplemental irrigation water through <br /> a combination of furrow and drip irrigation. Some vineyard LAAs may alternatively <br /> receive irrigation water from the on-site agricultural supply well via drip irrigation. <br /> 39. Furrows and checks will be used to promote the even application of wastewater <br /> within the LAAs. Elevations of the new LAAs are lower than the surrounding <br /> access roads, which will prevent off-site runoff. Regular inspections of the LAAs <br /> will be performed to identify areas that need to be regraded or requiring <br /> maintenance. <br />