04.12.2012 Views

Water Supply Plan - City of Miami

Water Supply Plan - City of Miami

Water Supply Plan - City of Miami

SHOW MORE
SHOW LESS

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

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!