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FIGURE II - Summary of current and potential flows to LS-6, LS-7, and L-8 under current <br />zoning standards. <br />Current <br />Additional <br />Total Current <br />Max. potential <br />Potential <br />Zoning <br />Residential <br />Potential* <br />and Potential <br />Res. Units for <br />Units without <br />L.Sta. No.: <br />Districts: <br />Units: <br />Res. Units: <br />Res. Units: <br />Lift Station: <br />Service Stub <br />LS-8 <br />LR-lB <br />47 + <br />7 <br />54 <br />54 <br />5 <br />(flows intj <br />LS-7) <br />IS-7 <br />LR-lB, <br />117 + <br />62 <br />179 <br />�)33 <br />34 <br />(flows into <br />B-4 <br />(plus 54 <br />LS-6) <br />from LS-8) <br />LS-6 <br />LR-lB, <br />(Res. only) <br />(includes flow <br />LR-IC, <br />250 + <br />73 <br />323 <br />52 <br />from LS-22 and <br />LR-IC-1 <br />LS-13) <br />B-1, B-3, <br />Wormn'1) <br />6!1 <br />B-4, B-5 <br />5 + <br />50 = <br />115 <br />30 <br />(plus 233 <br />from LS-7) <br />TOTALS <br />479 + <br />192 <br />671 <br />116 x* <br />* A Residential Unit equivalent for commercial property unit calculation is 274 gallons/day. <br />Units were calculated at 1500 gpd/acre for commercial property potentials. <br />** There are 116 potential units out of 192 potential units which do not presently have a sewer ser- <br />vice stub from the sewer main to the property line. <br />0-4 8c <br />