Water Supply Plan - City of Miami
Water Supply Plan - City of Miami
Water Supply Plan - City of Miami
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
A<br />
TABLE 5-2 (11/8/2007)<br />
MDWASD FINISHED WATER DEMAND BY SOURCE<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20<br />
Everglades<br />
Elevated Tank/<br />
Labor<br />
Leisure<strong>City</strong>/<br />
Camp/<br />
Naranja<br />
Newton<br />
Transfer from Caribb. Park/<br />
Elevated Tank/ Former <strong>Plan</strong>t/<br />
Leisure<strong>City</strong>/<br />
Naranja Roberta Hunter (g)<br />
Hialeah<br />
RO<br />
WTP<br />
Total<br />
All<br />
Sources<br />
(i)<br />
Hialeah-Preston/<br />
Alexander-Orr<br />
Blending (j)<br />
PROJECTIONS<br />
Biscayne Aquifer<br />
Floridan Aquifer<br />
AADD Finished<br />
<strong>Water</strong> Use (a)<br />
(MGD)<br />
<strong>Water</strong><br />
Conservation (b)<br />
(MGD)<br />
Credit<br />
Adjusted<br />
Finished<br />
<strong>Water</strong> Demand<br />
SW Wellfield<br />
Increase<br />
(d)<br />
(MGD)<br />
South <strong>Miami</strong> Heights<br />
Membrane S<strong>of</strong>tening(f)<br />
Hialeah-Preston/<br />
Alexander-Orr<br />
Lime S<strong>of</strong>tening<br />
Total<br />
Biscayne<br />
Aquifer (h)<br />
Adjusted<br />
Finished<br />
<strong>Water</strong> Use<br />
(gpcd)<br />
South Dade (e)<br />
Reuse/<br />
Reclaimed<br />
<strong>Water</strong> (c)<br />
ADJUSTED FINISHED WATER AADD (MGD)<br />
Year Population<br />
Finished<br />
<strong>Water</strong><br />
Use<br />
(gpcd)<br />
(MGD)<br />
Credit<br />
Total<br />
Floridan<br />
Aquifer<br />
AADD<br />
Finsihed<br />
<strong>Water</strong><br />
Deficit<br />
2007 2,250,944 155 348.90 1.09 0.00 347.81 154.52 4.30 2.80 0.00 0.00 0.00 333.51 340.61 0.00 7.20 7.20 347.81 0.00<br />
2008 2,230,894 155 345.79 2.24 0.00 343.55 154.00 4.30 3.06 0.00 0.00 0.00 328.99 336.35 0.00 7.20 7.20 343.55 0.00<br />
2009 2,260,476 155 350.37 3.53 0.00 346.84 153.44 4.30 3.32 0.00 0.00 0.00 332.02 339.64 0.00 7.20 7.20 346.84 0.00<br />
2010 2,290,058 155 354.96 4.82 0.00 350.14 152.90 4.30 3.60 0.00 0.00 0.00 330.34 338.24 0.00 11.90 11.90 350.14 0.00<br />
2011 2,319,639 155 359.54 6.34 0.00 353.20 152.27 4.30 3.60 0.00 0.00 0.00 333.40 341.30 0.00 11.90 11.90 353.20 0.00<br />
2012 2,349,221 155 364.13 7.77 0.00 356.36 151.69 4.30 4.10 0.00 0.00 0.00 331.34 339.74 4.72 11.90 16.62 356.36 0.00<br />
2013 2,378,803 155 368.71 9.28 0.00 359.43 151.10 4.30 4.10 0.00 0.00 0.00 330.64 339.04 8.50 11.90 20.40 359.44 0.00<br />
2014 2,408,385 155 373.30 10.09 0.00 363.21 150.81 0.00 4.10 3.70 5.20 0.00 329.81 342.81 8.50 11.90 20.40 363.21 0.00<br />
2015 2,438,819 155 378.02 10.89 0.00 367.13 150.53 0.00 4.10 3.70 9.09 0.00 329.83 346.72 8.50 11.90 20.40 367.12 0.00<br />
2016 2,463,169 155 381.79 11.70 0.00 370.09 150.25 0.00 4.10 3.70 9.80 0.00 332.09 349.69 8.50 11.90 20.40 370.09 0.00<br />
2017 2,487,519 155 385.57 12.51 0.00 373.06 149.97 0.00 4.10 3.70 11.62 0.00 333.24 352.65 8.50 11.90 20.40 373.05 0.00<br />
2018 2,511,869 155 389.34 13.30 0.00 376.04 149.71 0.00 4.10 3.70 11.62 0.00 331.72 351.13 13.00 11.90 24.90 376.03 0.00<br />
2022 2,609,268 155 404.44 16.46 0.00 387.98 148.69 0.00 4.10 3.70 14.30 10.25 330.73 363.07 13.00 11.90 24.90 387.97 0.00<br />
2027 2,731,018 155 423.31 19.62 0.00 403.69 147.82 0.00 4.10 3.70 14.30 25.96 330.73 378.78 13.00 11.90 24.90 403.68 0.00<br />
2030 2,804,068 155 434.63 19.62 0.00 415.01 148.00 0.00 4.10 3.70 14.30 35.00 331.01 388.11 15.00 11.90 26.90 415.01 0.00<br />
See Footnotes Page 2<br />
Footnotes<br />
(a) Annual Average Daily Demand (AADD) Finished <strong>Water</strong> Projections between 2007 and 2030 assume 155 gpcd total water system demand prior to application <strong>of</strong> credits (e.g. conservation).<br />
(b) WASD will be undertaking the 20-year water use efficiency plan and expects reductions in per capita water consumption. <strong>Water</strong> Conservation projections were taken from comments<br />
MDWASD submitted to SFWMD on 4/6/2007. Values reflect projections as <strong>of</strong> 4/6/2007. Real losses in non-revenue water (e.g. unaccounted-for-water) are assumed to remain at less than 10%.<br />
(c) Tentative Alternative <strong>Water</strong> <strong>Supply</strong> Reuse/Reclaimed <strong>Water</strong> Projects to replace finished water demand. Items 1 and 2 result in credits that reduce finished water demands (demand management).<br />
1. North District WWTP Reuse Projects. This excludes the 5 mgd that will be used by the <strong>City</strong> <strong>of</strong> North <strong>Miami</strong> Beach. See CIE Table 8, Project 29.<br />
2. Central District WWTP Reuse Projects. See CIE Table 8, Project 30.<br />
Total (est.)<br />
(d) Adjusted after taking credit in finished water demand projections for reductions in finished water use associated with water conservation and reuse (demand management).<br />
(e) South Dade (Raw : Finished) Ratio = 1.0 : 1.0<br />
(f) Membrane S<strong>of</strong>tening (Raw : Finished) Ratio = 1.25 : 1.00<br />
(g) Beginning 2014, withdrawals from SMH WTP are considered <strong>of</strong>fsets from Phase 1 GWR (23 mgd) near SMH (Metro Zoo)<br />
(h) Base condition water use (347.0 mgd) represents values agreed to by SFWMD and MDWASD. Biscayne Aquifer base condition water use <strong>of</strong> 347.0 mgd equates to 340.34 mgd <strong>of</strong> finished water annual average daily demand (AADD) assuming a 1.02 raw-to-finished water ratio. Begining in 2012,<br />
the base conditions water use is increased by 1 mgd to 348.0 mgd to account for the new reverse osmosis membrane s<strong>of</strong>tening treatment at SMH WTP in accordance with the SFWMD <strong>Water</strong> Availability Rule. South District Wastewater Treatment <strong>Plan</strong>t (SDWWTP) Reclaimed <strong>Water</strong> Projects for<br />
Groundwater Recharge (GWR) as shown in the table below and assuming a gallon-for-gallon <strong>of</strong>fset. The applied (MGD) amounts represents total Biscayne Aquifer withdrawals to apply a gallon-for-gallon <strong>of</strong>fset.<br />
Phase<br />
SDWWTP<br />
Reclaimed<br />
(mgd)<br />
Recharge Area<br />
Applied (MGD)<br />
Offset<br />
AADD<br />
(mgd)<br />
Implementation<br />
Year<br />
1 30 S. <strong>Miami</strong> Heights 23 18 2014<br />
2 28 Alex-Orr 21 20 2020<br />
3 21 Alex-Orr 16 15 2026<br />
Total (est.) 79 60 53<br />
(i) RO WTP (Raw : Finished) Ratio = 1.33 : 1.00<br />
(j) Lime S<strong>of</strong>tening UFA Blending (Raw : Finished) Ratio = 1.02 : 1.00 (Subject to ongoing field verification and subsequent adjustments.) MDWASD is in the process <strong>of</strong> improving its raw water metering/accounting system, which may result in an adjustment to the historical raw water<br />
values.<br />
(k) Exclusive <strong>of</strong> any Biscayne water occasionally available for ASR<br />
2.0 mgd +/-<br />
1.0 mgd +/-<br />
3.0 mgd +/-<br />
11/26/2007<br />
DCLR260c.xls