<?xml version='1.0' encoding='utf-8'?>
<section number="22-156" name="Table 5" law="code" slug="sec-22-156" node_id="PTIITI17PULOLAPRGECOMA_SUBTITLE_22TESEDISY_DIV3SEDISY_SD3NUIN_S22-156TA5">
  <level label="a">
    <text>Septic Tank Capacity and Design Flow.</text>
  </level>
  <text>RESIDENTIAL SINGLE-COMPARTMENT TANK</text>
  <table>
    <row>
      <cell>GROSS SQUARE FOOTAGE</cell>
      <cell>SEPTIC TANK CAPACITY</cell>
      <cell>DESIGN FLOW</cell>
      <cell>MINIMUM DRAINFIELD LENGTH</cell>
    </row>
    <row>
      <cell>0 - 1,750 sq. ft</cell>
      <cell>1,000 gals.</cell>
      <cell>720 gal/day</cell>
      <cell>70</cell>
    </row>
    <row>
      <cell>1,751 - 2,250 sq. ft</cell>
      <cell>1,500 gals.</cell>
      <cell>900 gal/day</cell>
      <cell>100</cell>
    </row>
    <row>
      <cell>2,251 - 3,000 sq. ft</cell>
      <cell>1,750 gals.</cell>
      <cell>1,000 gal/day</cell>
      <cell>120</cell>
    </row>
    <row>
      <cell>&gt; 3,000 sq. ft</cell>
      <cell>2,000 gals.</cell>
      <cell>1,000 gal/day</cell>
      <cell>130</cell>
    </row>
  </table>
  <text>RESIDENTIAL DOUBLE-COMPARTMENT TANK</text>
  <table>
    <row>
      <cell>GROSS SQUARE FOOTAGE</cell>
      <cell>SEPTIC TANK CAPACITY</cell>
      <cell>DESIGN FLOW</cell>
      <cell>MINIMUM DRAINFIELD LENGTH</cell>
    </row>
    <row>
      <cell>0 - 1,750 sq. ft</cell>
      <cell>1,000 gals.</cell>
      <cell>720 gal/day</cell>
      <cell>70</cell>
    </row>
    <row>
      <cell>1,751 - 2,250 sq. ft</cell>
      <cell>1,250 gals.</cell>
      <cell>900 gal/day</cell>
      <cell>100</cell>
    </row>
    <row>
      <cell>2,251 - 3,000 sq. ft</cell>
      <cell>1,500 gals.</cell>
      <cell>1,000 gal/day</cell>
      <cell>120</cell>
    </row>
    <row>
      <cell>&gt; 3,000 sq. ft</cell>
      <cell>1,800 gals.</cell>
      <cell>1,000 gal/day</cell>
      <cell>130</cell>
    </row>
  </table>
  <level label="b">
    <text>Commercial Septic Tank Capacity.</text>
    <level label="1">
      <text>Tank Capacity will be based on a forty-eight (48) hour retention capacity as calculated from the average sewage flow.</text>
    </level>
    <level label="2">
      <text>Two-compartment septic tanks shall be required for commercial establishments having a design flow in excess of 1,000 gallons/day.</text>
    </level>
  </level>
</section>
