Laserfiche WebLink
[ <br /> '- ! d . A rubber tired tractor may be used for plowing or <br /> . disking but in no case shall such equipment be used <br /> after the soil preparation is completed in soils having <br /> a Percolation Rate slower than fifteen ( 15) minutes per <br /> inch. A crawler or track type tractor shall be used <br /> for these conditions. <br /> e. Mounds shall not be located on slopes exceeding twelve <br /> ( 12) percent under any conditions. <br /> f . Mounds shall be installed only in areas where existing <br /> soil conditions provide a minimum twenty-four (24 ) inch <br /> depth to Water Table or Bedrock . <br /> g. The bottom area of the filter material shall be sized <br /> on the basis of 0.83 square feet per gallon of waste <br /> per day. <br /> h. In no case shall the width of the filter material in a <br /> single bed exceed ten (10) feet. <br /> i . Mound locations shall be subject to setback <br /> requirements listed in Table IV. Distances shall be <br /> measured from the toe of the slope. <br /> Installation of mound systems shall , in all cases, <br /> require installation of water use metering at the <br /> dwelling or facility being served . <br /> k . Mound construction shall proceed immediately after <br /> completion of soil surface preparation. <br /> (3) Mound construction . <br /> a. A minimum of twelve ( 12) inches of Sand (302.01-25) <br /> shall be placed over the prepared surface to the limits <br /> of the proposed filter material . A crawler type <br /> tractor and blade shall be used to move sand into <br /> place, maintaining a minimum of six (6) inches of sand <br /> beneath the equipment to minimize compaction of the <br /> soil surface. The sand layer shall be level when <br /> placement is completed . <br /> b ' Filter material to a minimum depth of nine (9) inches <br /> shall be placed over the sand layer, below the <br /> distribution pipe. <br /> c . Distribution of effluent over the filter material shall <br /> be either by four (4) inch distribution pipe with <br /> gravity flow from a distribution box or by perforated <br /> pipe under pressure from a manifold ' <br /> 31 <br /> 2 <br />