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<regulation prefix="Regulation" num=".04" citation="COMAR 26.10.03.04" title_num="26" subtitle_num="10" chapter_num="03" heading="UST System Installation Standards.">
  <paragraph num="A.">
    <text>An owner and an operator of a UST system shall properly install the UST system in accordance with:</text>
    <paragraph num="(1)">
      <text>The requirements of this regulation;</text>
    </paragraph>
    <paragraph num="(2)">
      <text>The applicable technical codes and standards incorporated by reference under COMAR 26.10.01.03;</text>
    </paragraph>
    <paragraph num="(3)">
      <text>The manufacturer’s instructions;</text>
    </paragraph>
    <paragraph num="(4)">
      <text>The requirement to have a certified UST system technician perform or supervise the installation in accordance with COMAR 26.10.02.03D; and</text>
    </paragraph>
    <paragraph num="(5)">
      <text>Any alternative installation methods approved by the Department under Regulations .01B(1)(d), .02B(1)(c), and .03C(1) of this chapter.</text>
    </paragraph>
  </paragraph>
  <paragraph num="B.">
    <text>Monitoring Pipes. An owner and an operator of a UST system shall:</text>
    <paragraph num="(1)">
      <text>Install two permanent monitoring pipes or, if a UST system is constructed in a high risk groundwater use area or well head protection area as defined in COMAR 26.10.07.02B, four permanent monitoring pipes:</text>
      <paragraph num="(a)">
        <text>Vertically and in opposing corners of a new or replacement UST system excavation zone;</text>
      </paragraph>
      <paragraph num="(b)">
        <text>That extend to a minimum depth of 2 feet below the bottom of the UST in the excavation zone;</text>
      </paragraph>
      <paragraph num="(c)">
        <text>Constructed of schedule 40 polyvinyl chloride (PVC);</text>
      </paragraph>
      <paragraph num="(d)">
        <text>That are a minimum of 4 inches in diameter;</text>
      </paragraph>
      <paragraph num="(e)">
        <text>Constructed with PVC screened pipe from the bottom to within 2 feet of the top of a monitoring pipe, with the remaining 2 feet being constructed of solid PVC; and</text>
      </paragraph>
      <paragraph num="(f)">
        <text>That have a minimum slot size of 0.020 inches and maximum slot size of 0.025 inches with not less than 30 slots per foot; and</text>
      </paragraph>
    </paragraph>
    <paragraph num="(2)">
      <text>Complete the installation of the monitoring pipes required under §B(1) of this regulation by:</text>
      <paragraph num="(a)">
        <text>Backfilling around the outside of the monitoring pipes with fine pea gravel or wrapping the monitoring pipes in an appropriate filter cloth to prevent clogging;</text>
      </paragraph>
      <paragraph num="(b)">
        <text>Sealing around the top 8 inches to ground surface with a bentonite clay and concrete mixture or by other means to prevent the entrance of surface water runoff;</text>
      </paragraph>
      <paragraph num="(c)">
        <text>Capping the monitoring pipes with a liquid-tight threaded cap or removable liquid-tight plug;</text>
      </paragraph>
      <paragraph num="(d)">
        <text>Protecting the monitoring pipes from traffic with a manhole and cover;</text>
      </paragraph>
      <paragraph num="(e)">
        <text>Locking or bolting closed the monitoring pipes;</text>
      </paragraph>
      <paragraph num="(f)">
        <text>Identifying the monitoring pipes to avoid confusion with product fill lines; and</text>
      </paragraph>
      <paragraph num="(g)">
        <text>Having a key or locking tool for the monitoring pipes kept at the regulated substance storage facility.</text>
      </paragraph>
    </paragraph>
  </paragraph>
  <paragraph num="C.">
    <text>Excavations. An owner and an operator of a UST system shall perform an excavation for the UST system that is:</text>
    <paragraph num="(1)">
      <text>A minimum distance of 5 feet from the base of adjacent structures or property lines;</text>
    </paragraph>
    <paragraph num="(2)">
      <text>If installing a steel UST, a minimum 12-inch distance between other USTs and a minimum 12-inch clearance between a UST and all sides of the excavation zone; and</text>
    </paragraph>
    <paragraph num="(3)">
      <text>If installing a fiberglass-reinforced plastic UST, a minimum 18-inch distance between other USTs and a minimum 18-inch clearance between a UST and all sides of the excavation zone.</text>
    </paragraph>
  </paragraph>
  <paragraph num="D.">
    <text>An owner and an operator of a UST system shall place a UST upon a minimum 12-inch bedding made of backfill material.</text>
  </paragraph>
  <paragraph num="E.">
    <text>Backfill Material. An owner and an operator of a UST system:</text>
    <paragraph num="(1)">
      <text>Shall use backfill material composed of:</text>
      <paragraph num="(a)">
        <text>Pea gravel not larger than 3/4 of an inch; or</text>
      </paragraph>
      <paragraph num="(b)">
        <text>Crushed stone not larger than 1/2 of an inch;</text>
      </paragraph>
    </paragraph>
    <paragraph num="(2)">
      <text>May use clean sand as backfill material for protected steel and steel-clad USTs;</text>
    </paragraph>
    <paragraph num="(3)">
      <text>Shall use the same material for backfilling operations that is used for bedding; and</text>
    </paragraph>
    <paragraph num="(4)">
      <text>May not use backfill material with debris, foreign matter, or frozen matter.</text>
    </paragraph>
  </paragraph>
  <paragraph num="F.">
    <text>Except where there is, at a minimum, 48 inches of clearance between a UST and shoring, an owner and an operator of a UST system shall remove shoring from the UST system excavation zone when the installation of the UST system is complete.</text>
  </paragraph>
  <paragraph num="G.">
    <text>In an area of high groundwater or where UST movement is possible, an owner and an operator of a UST system shall safeguard a UST against movement from high groundwater or a flood by:</text>
    <paragraph num="(1)">
      <text>Anchoring the UST in compliance with the UST manufacturer’s instructions; or</text>
    </paragraph>
    <paragraph num="(2)">
      <text>Other means acceptable to the Department.</text>
    </paragraph>
  </paragraph>
  <paragraph num="H.">
    <text>When using a hold-down pad or anchors made of concrete to prevent the movement of a UST, an owner and an operator of a UST system shall allow the concrete to cure for a minimum of 48 hours before:</text>
    <paragraph num="(1)">
      <text>Placing a new UST and associated backfill on freshly poured concrete; or</text>
    </paragraph>
    <paragraph num="(2)">
      <text>Anchoring a UST to the hold-down devices.</text>
    </paragraph>
  </paragraph>
  <paragraph num="I.">
    <text>An owner and an operator of a UST system may not install a groundwater drain system in the UST system excavation zone without prior written approval by the Department.</text>
  </paragraph>
</regulation>