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rding layer of sand(does not have to be washed) or gravel should be placed on the <br /> f the five septic tank excavations if it appears the soil is unstable at the final /pth. <br /> Infiltrator emplacement, the soil-effluent interface must be plowed to open the clay <br /> soil-effluent interface. Clean, washed sand to a depth of 2.5 inches must be laid down over this <br /> scarified soil surface without causing compaction. <br /> Clean-outs must be installed at the distal ends of each lateral in the filter bed through what is <br /> referred to as"turn-ups" as noted on the Plan Schematics. By using a long"bottle-brush" <br /> arrangement,the interiors of the laterals can be cleaned of scum and slime build-up. <br /> Water softeners should not be installed because the sodium from water softeners could potentially <br /> bind the clay soil and destroy permeability. Although this phenomenon is debated in the scientific / <br /> literature, it is my opinion that it is a distinct possibility and should be avoided since it could lead to <br /> a decrease in disposal area longevity. <br /> The building designer/engineer/architect, the plumber, and the septic system contractor must all <br /> coordinate so that the locations of tanks and directions of tightlines are established. If effluent lines <br /> cross fresh water or electrical lines, the effluent pipelines must be double encased,per EHD <br /> requirements. It is the contractor's responsibility to contact EHD concerning these requirements, <br /> which may vary under differing circumstances. <br /> Accurate"as-builts" of the septic system to be installed in the future must be supplied to the / <br /> Environmental Health Department. All applicable"distance" and"setback"requirements must be <br /> strictly followed. <br /> It is imperative to recognize that all septic systems and disposal areas have a lifespan. This lifespan <br /> is unpredictable due to the numerous operational and environmental factors involved. A critical <br /> lifespan issue is controlling the on-site water use as much as possible. This will be accomplished by <br /> using low flow toilets and spring-loaded sink faucets. Restricting water use also includes checking <br /> for water leaks in toilets, dripping faucets, etc. on a regular monthly basis. Water conservation <br /> measures should also be conducted in the kitchen. <br /> It is conceivable that during very large events when a high number of Parishioners are expected to <br /> attend, that the wastewater pumps may not handle the influent volume. Therefore, for these events <br /> (e.g.,The Fall Festival) it is recommended that consideration be given to providing chemical toilets <br /> near outdoor activities. <br /> Another source of nitrate loading can be from the lawns and landscape-type plants that may be <br /> planted over and near the filter bed area. It is recommended not to use any nitrogen fertilizer in this <br /> area. If it is deemed necessary to use them, "slow release"nitrogen fertilizers should be used on the <br /> lawns and/or landscaping to reduce nitrate loading from the disposal area. <br /> Page -17- <br /> Chesney Consulting <br />