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11/4/1997
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11/4/1997
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Meetings
Meeting Type
Regular Meeting
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Minutes
Meeting Date
11/04/1997
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Existina Demand Total Available Positive <br />Roadway Existing Vested Segment Segment Project Concurrency <br />Seament Volume Volume Demand Capacity Demand Determination <br />4450F: 77 8 <br />4450W 70 8 <br />4730E 108 52 <br />4730W 140 46 <br />- Water <br />85 795 41 <br />78 802 41 <br />160 720 19 <br />186 694 19 <br />A retail commercial use of 187,000 square feet on the subject property will have a water <br />consumption rate of 56 Equivalent Residential units (ERU), or 14,000 gallons/day. This is based <br />upon a level of service standard of 250 gallons/ERU/day. Water lines extend to the site from the <br />South County Reverse Osmosis Plant which currently has a remaining capacity of approximately <br />1,900,000 gallons/day and therefore can accommodate the potable water demand associated with the <br />proposed amendment. <br />- Wastewater <br />The subject property is serviced by the Central Regional Wastewater Treatment Plant. Based upon <br />the most intense use allowed under the proposed amendment, development of the property will have <br />a wastewater generation rate of approximately 56 Equivalent Residential Units (ERU), or 14,000 <br />gallons/day. This is based upon the level of service standard of 250 gallons/ERU/day. The Central <br />Regional Wastewater Treatment Plant currently has a remaining capacity of approximately 370,000 <br />gallonstday and can accommodate the additional wastewater generated by the proposed amendment. <br />NOVEMBER 4, 1997 <br />37 <br />Boca 103 PnE 333 <br />Existina <br />Demand <br />Total <br />Available <br />Positive <br />Roadway <br />Existing <br />Vested <br />Segment <br />Segment <br />Project <br />Concurrency <br />Seament <br />Volume <br />Volume <br />Demand <br />Capacity <br />Demand- <br />Determination <br />1330N <br />1216 <br />249 <br />1465 <br />805 <br />16 <br />y <br />13305 <br />1312 <br />257 <br />1569 <br />701 <br />16 <br />y <br />1335N <br />1442 <br />296 <br />1738 <br />532 <br />31 <br />y <br />13355 <br />1315 <br />318 <br />1633 <br />637 <br />31 <br />y <br />1340N <br />643 <br />185 <br />828 <br />1472 <br />47 <br />y <br />1340S <br />680 <br />211 <br />891 <br />1409 <br />47 <br />y <br />1345N <br />849 <br />121 <br />970 <br />1330 <br />62 <br />y <br />1345S <br />1221 <br />138 <br />1359 <br />941 <br />62 <br />y <br />1350N <br />1102 <br />111 <br />1213 <br />1807 <br />78 <br />y <br />13505 <br />1124 <br />138 <br />1262 <br />1090 <br />78 <br />y <br />1355N <br />1102 <br />69 <br />1171 <br />1129 <br />78 <br />y <br />1355S <br />1124 <br />86 <br />1210 <br />1090 <br />78 <br />y <br />1360N <br />988 <br />107 <br />1095 <br />1205 <br />25 <br />y <br />13605 <br />779 <br />102 <br />881 <br />1419 <br />25 <br />y <br />1365N <br />976 <br />81 <br />1057 <br />1593 <br />16 <br />y <br />1365S <br />751 <br />79 <br />830 <br />1820 <br />16 <br />y <br />1370N <br />831 <br />102 <br />933 <br />1717 <br />16 <br />y <br />1370S <br />694 <br />132 <br />826 <br />1824 <br />16 <br />y <br />1915E <br />925 <br />672 <br />1597 <br />293 <br />16 <br />y <br />1915W <br />1039 <br />582 <br />1621 <br />269 <br />16 <br />y <br />1920E <br />1;,09 <br />849 <br />1858 <br />412 <br />31 <br />y <br />1920W <br />1028 <br />713 <br />1741 <br />349 <br />31 <br />y <br />1925E <br />1170 <br />1350 <br />2520 <br />320 <br />19 <br />y <br />1925W <br />1288 <br />1290 <br />2578 <br />262 <br />19 <br />y <br />1930E <br />1116 <br />1374 <br />2490 <br />350 <br />16 <br />y <br />1930W <br />1209 <br />1365 <br />2574 <br />266 <br />16 <br />y <br />2345N <br />175 <br />28 <br />203 <br />677 <br />72 <br />y <br />2345S <br />170 <br />30 <br />200 <br />680 <br />72 <br />y <br />235ON <br />43 <br />29 <br />72 <br />808 <br />31 <br />y <br />2350S <br />84 <br />31 <br />115 <br />765 <br />31 <br />y <br />2355N <br />69 <br />14 <br />83 <br />797 <br />16 <br />y <br />23555 <br />67 <br />14 <br />81 <br />799 <br />16 <br />y <br />236ON <br />72 <br />6 <br />78 <br />802 <br />16 <br />y <br />2360S <br />92 <br />6 <br />98 <br />782 <br />16 <br />y <br />2365N <br />79 <br />10 <br />89 <br />791 <br />16 <br />y <br />23655 <br />57 <br />10 <br />67 <br />813 <br />16 <br />y <br />2930N <br />498 <br />171 <br />669 <br />211 <br />34 <br />y <br />2930S <br />673 <br />168 <br />841 <br />39 <br />34 <br />y <br />2935N <br />380 <br />109 <br />489 <br />391 <br />62 <br />y <br />2935S <br />504 <br />108 <br />612 <br />268 <br />62 <br />y <br />2940N <br />342 <br />38 <br />380 <br />500 <br />90 <br />y <br />2940S <br />280 <br />42 <br />322 <br />558 <br />90 <br />y <br />303ON <br />461 <br />405 <br />866 <br />1024 <br />25 <br />y <br />3030S <br />495 <br />413 <br />908 <br />982 <br />25 <br />y <br />3035N <br />420 <br />132 <br />552 <br />208 <br />19 <br />y <br />3035S <br />322 <br />133 <br />455 <br />305 <br />19 <br />y <br />304ON <br />379 <br />114 <br />493 <br />267 <br />19 <br />y <br />3040S <br />331 <br />117 <br />448 <br />312 <br />19 <br />y <br />4430E <br />105 <br />101 <br />206 <br />674 <br />56 <br />y <br />4430W <br />134 <br />100 <br />234 <br />646 <br />56 <br />y <br />4440E <br />188 <br />39 <br />227 <br />653 <br />155 <br />y <br />4440W <br />170 <br />39 <br />209 <br />671 <br />155 <br />y <br />Existina Demand Total Available Positive <br />Roadway Existing Vested Segment Segment Project Concurrency <br />Seament Volume Volume Demand Capacity Demand Determination <br />4450F: 77 8 <br />4450W 70 8 <br />4730E 108 52 <br />4730W 140 46 <br />- Water <br />85 795 41 <br />78 802 41 <br />160 720 19 <br />186 694 19 <br />A retail commercial use of 187,000 square feet on the subject property will have a water <br />consumption rate of 56 Equivalent Residential units (ERU), or 14,000 gallons/day. This is based <br />upon a level of service standard of 250 gallons/ERU/day. Water lines extend to the site from the <br />South County Reverse Osmosis Plant which currently has a remaining capacity of approximately <br />1,900,000 gallons/day and therefore can accommodate the potable water demand associated with the <br />proposed amendment. <br />- Wastewater <br />The subject property is serviced by the Central Regional Wastewater Treatment Plant. Based upon <br />the most intense use allowed under the proposed amendment, development of the property will have <br />a wastewater generation rate of approximately 56 Equivalent Residential Units (ERU), or 14,000 <br />gallons/day. This is based upon the level of service standard of 250 gallons/ERU/day. The Central <br />Regional Wastewater Treatment Plant currently has a remaining capacity of approximately 370,000 <br />gallonstday and can accommodate the additional wastewater generated by the proposed amendment. <br />NOVEMBER 4, 1997 <br />37 <br />Boca 103 PnE 333 <br />
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