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<br /> Ultimate
<br /> Existing Available Available
<br /> Node Fire Flow (gpm) Fire Flow (gpm) Notes:
<br />\ I 1-80 3,425 5,018
<br />{ '\ 1-81 2,851 3,678
<br />! 1-82 2,671 4,538
<br /> 1-83 2,106 2,837
<br /> 1-84 2,29'8 3,988
<br /> 1-85 1,910 2,699
<br /> 1-89 1,661 3,234
<br /> 1-92 1,467 2,925
<br /> 1-93 1,231 2,702
<br /> 1-94 1,163 2,686
<br /> 1-95 1,072 2,734
<br /> 1-96 952 2,235
<br />\~ ' 1-98 1,041 2,694
<br /> 1-103 4,108 6,740
<br /> 1-104 3,314 9,085
<br /> 1-105 2,850 7,217
<br /> 1-106 2,405 5,671
<br /> 1-107 3,571 6,209
<br /> 1-108 2,940 5,023
<br />! ( 1-109 3,502
<br />I
<br /> 1-305 2,485 6,161
<br /> 1-310 2,518 6,226
<br /> 1-315 2,502 6,292
<br /> 1-320 2,472 6,280
<br /> J-325 2,395 6,292
<br /> 1-330 2,255 6,059
<br /> 1-335 2,208 5,596
<br /> 1-340 2,653 4,488
<br /> 1-345 2,498 4,892
<br /> 1-350 740 2,741 Existing Dead End 6" Main
<br /> 1-355 2,041 6,383
<br />I 1-360 1,801 4,897
<br />I 1-365 1,985 6,426
<br />I
<br /> 1-370 1,804 5,041
<br />i '" 1-375 5,173
<br /> 1,779
<br /> 1-380 1,412 3,262
<br />- 1-385 1,048 2,455
<br /> 1-390 1 ,043 2,308
<br /> Water Tower Feasibility Report 22
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