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F <br /> al area should be a filter bed structure, with the use of a D-Box to equalize the <br /> of effluent through the perforated piping. The perforated pipes should be laser <br /> th the ends capped. As referenced on numlerous projects, the effluent flow from the <br /> n tank will be slow and low volume. This will promote a fair degree of equal <br /> distribution through the perforations under gravity flow. <br /> If there should be any questions regarding the information contained in this document, please <br /> contact the undersigned. <br /> tofessio <br /> Respectfully submitted, a4 c oaf <br /> CHESNEY CONSULTING �`�0°°� Ch <br /> o, <br /> aNo.7.5479 <br /> 14r4- *`rear Civil <br /> Don Chesney, PE e of Ca it <br /> CA Registered Civil E ineer#C75479 <br /> CA Certified Crop Advisor/Registered Nitrogen Management Plan Specialist#341829 <br /> REFERENCES <br /> 1. Oakley, Stewart. University Curriculum Development for Decentralized Wastewater Management, Onsite <br /> Nitrogen Removal. September 2004. <br /> 2. University of California, Agriculture and Natural Resources: Managing Nitrogen in Almond Orchards. <br /> https://ucaiir.edu/sites/Nut—Crops/files/214407.pdf <br /> Page 3 of 3 <br /> Chesney Consulting <br />