Supporting Documents (Data and Analysis) - Satellite Beach

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Joe Mullins Reverse Osmosis Water Treatment Plant (ROWTP) is supplied by three 16-inch Floridan Aquifer production wells. The wells are approximately 650 to 900 feet deep. Associated with the three production wells are three eight-inch test/production wells and 11 monitoring wells of various sizes. Raw water from the Floridan Aquifer is treated with the reverse osmosis filtering system. The total permitted annual withdrawal capacity of the well field is 6.5 MGD for 2007. The total permitted maximum withdrawal from the ground water is 8.2 MGD for 2007. Raw water is provided from three 16-inch diameter lower Floridan Aquifer production wells. The wells are each approximately 850 feet deep with a capacity of 3.25 MGD. Two of the wells are located to the north of the Reverse Osmosis Water Treatment Plant (Nos. 1 and 2), and one is located to the west of the Surface Water Treatment Facility (No. 3A). Well No. 3A is equipped with two pumps (one to provide blending water directly to the (ROWTP) permeate if needed during peak demand periods and one to serve as a full capacity raw water supply to the ROWTP). The blend pump is equipped with a variable frequency drive unit capable of providing up to an additional 1.5 MGD of raw water for blending with permeate of the ROWTP prior to degasification. A fourth production well is currently under construction. This well will provide additional redundancy to the existing system, and is the first step in increasing the groundwater supply required by the future expansion of the ROWTP. The St. Johns River Water Management District has jurisdiction over the issuance of permits for any wells of four inches in diameter or larger. In the year 2008, the city is permitted to withdraw a total of 19.2 MGD on an average daily basis using a combination of surface (12.7 MGD) and ground (6.5 MGD) waters. For the same period, the maximum allowable withdrawal rate (on an annual average daily basis) is 18.7 MGD. The maximum permitted single day withdrawal rates from surface and ground waters are 25.0 MGD and 8.2 MGD, respectively, for a total of 33.2 MGD. Satellite Beach, because of its location, is at the end of water supply lines; and poor water quality tends to occur at "dead end" locations within a water distribution system. Melbourne has installed 3 chlorine injection stations within the City to retain chlorine residuals above regulatory standards. Water storage is provided at the South WTP in a four million gallon (MG) ground storage tank and a 0.65 MG underground clear well. The ROWTP has a baffled four MG ground storage tank that is used to blend and store the product waters from the two WTPs. The North booster pump station has a two MG ground storage tank. Spread throughout the distribution system are seven elevated steel storage tanks. A program is under way to reduce the number of elevated steel storage tanks to four, and to create new ground storage tanks having a combined capacity of 6.5 MG with additional pump stations to increase the water pressure on the beach. The City of Melbourne holds a Consumptive Use Permit (CUP) issued by the St. Johns River Water Management District which allows for the withdrawal of a combination of surface and ground waters of the state for public water supply. CUP No. 50301 was issued initially in June of 1999, with the first 5-Year Annual Update (50301-2) being approved in January, 2007. In the year 2008, the city is permitted to withdraw a total of 19.2 MGD on an average daily basis using a combination of surface (12.7 MGD) and ground (6.5 MGD) waters. For the same period, the maximum allowable Infrastructure Element Data and Analysis 4-11
withdrawal rate (on an annual average daily basis) is 18.7 MGD. The maximum permitted single day withdrawal rates from surface and ground waters are 25.0 MGD and 8.2 MGD, respectively, for a total of 33.2 MGD. The Florida Department of Environmental Protection has issued all necessary current permits and regulates the city's water treatment and distribution facilities. Satellite Beach as a customer has no control over the cost, quality, or levels of service for potable water; but has a vital interest in its water supply and must continue to maintain surveillance over the water resources of South Brevard County and participate in programs to improve the supply. Even though it has no control over the supply, the City has a vested interest in the quality and quantity of water delivered by Melbourne under the franchise agreement. The average demand for water service on the Melbourne system is 100 gallons per person per day. This has resulted in a demand for the Satellite Beach of 1.03 MGD in 2000 and will require 1.20 MGD in 2010. As a proportion of the system service area, this is 6.8 percent and 7.5 percent, respectively. The current demand on the Melbourne system is 1.0 MGD or 6.5 percent of the total population served. Potable Water Level of Service is ≤ 110 gallon per capita per day (gpcpd) for residential connections and ≤ 110 gallon per capita per day (gpcpd) for non-residential connections. However, recognizing that the City is located in an area that the SJRWMD identifies as a “priority water resource caution area”, the City shall maintain a community per capita usage of potable water at or below 110 gallon per capita per day (gpcpd) and should continue to work with the City of Melbourne and the SJRWMD to reduce the need for potable water within the City. Generally, water use projections can be forecast by multiplying the population of the service area by the gross per capita rate. Projections for the Melbourne’s future water supply requirements were estimated using population information received from the St. Johns River Water Management District (SJRWMD). A review of more recent data indicated that the actual growth in population slightly exceeded the SJRWMD Projections. Therefore, the percent increase in population was calculated for 2007, and all subsequent population projections were increased by that amount. The City of Satellite Beach populations were interpolated using data from the University of Florida’s Shimberg Center for Housing for the years 2005, 2010, 2015, and 2020. In regards to per capita demand, a review of the historic data indicated a per capita demand of a little over 100 gallons per day. However, the first two years of the historic data (1999 & 2000) were drought years, which resulted in uncharacteristically high per capita demands. The average was then calculated for the last seven years of the historic data (2001 – 2007), with an average per capita demand of 99 gallons per day as a result. Therefore, the 99 gallons per capita per day (gpcpd seems to reflect that the City of Satellite Beach maintains excellent water conservation practices. Melbourne’s total service area average daily water demand was forecast by multiplying the projected service area populations by the gross per capita rate as shown in the Table 4-4, Population and Per Capita Demand. Infrastructure Element Data and Analysis 4-12
Page 1 and 2:
CITY OF SATELLITE BEACH SUPPORTING
Page 3:
CITY OF SATELLITE BEACH COMPREHENSI
Page 6 and 7:
Flooding Conditions According to th
Page 8 and 9: 3. While the potential exists for e
Page 10 and 11: Table 1-1: Population Estimates and
Page 12 and 13: EXISTING LAND USE MAP SERIES Future
Page 14 and 15: Figure 1-B - Existing Waterbodies,
Page 16 and 17: TRANSPORTATION ELEMENT Introduction
Page 18 and 19: Collector roadways carry a moderate
Page 20 and 21: south, as well as all residential u
Page 22 and 23: The City of Satellite Beach’s exi
Page 24 and 25: II. PUBLIC TRANSPORTATION DATA AND
Page 26 and 27: Table 2-1: Satellite Beach Major St
Page 28 and 29: Figure 2-A - Existing Roadway Chara
Page 30 and 31: Figure 2-C - Public Transit Routes,
Page 32 and 33: Figure 2-E - Energy Conservation Fa
Page 34 and 35: a. Age of housing. b. Value of hous
Page 36 and 37: The figures in Table 3-8 have been
Page 38 and 39: congestion, thereby reducing the qu
Page 40 and 41: Table 3-1: Population Estimates and
Page 42 and 43: Table 3-5: Units by Vacancy and Occ
Page 44 and 45: Table 3-12: Monthly Owner Costs (Mo
Page 46 and 47: Table 3-18: Median Sales Price for
Page 48 and 49: INFRASTRUCTURE ELEMENT Introduction
Page 50 and 51: Solid Waste For purposes of analyzi
Page 52 and 53: Flood Prone Areas Areas subject to
Page 54 and 55: continue to be 10% higher than Melb
Page 56 and 57: also employs an innovative treatmen
Page 60 and 61: Melbourne's water sources face thre
Page 62 and 63: City ID District Well ID Casing Dia
Page 64 and 65: Table 4-6: Melbourne’s Capital Im
Page 66 and 67: The Beach Area The Beach area consi
Page 68 and 69: show such zonation. These plants as
Page 70 and 71: Nature Park provides a 52-acre open
Page 72 and 73: Inadequacies in portions of the Cit
Page 74 and 75: which are restoring, or creating, n
Page 76 and 77: esulted in a stop to such wastewate
Page 78 and 79: Future land development within the
Page 80 and 81: Hurricane Preparedness The location
Page 82 and 83: designated by the City's Emergency
Page 84 and 85: Table Table 5-2 5-4 Endangered Spec
Page 86 and 87: RECREATION AND OPEN SPACE ELEMENT I
Page 88 and 89: Brevard County’s Hightower Beach
Page 90 and 91: the facility inventories, as well a
Page 92 and 93: Table 6-1 Satellite Beach City-Mana
Page 94 and 95: Table 6-1 Satellite Beach City-Mana
Page 96 and 97: Surfside Elementary 11.0 acres 2 Ba
Page 98 and 99: Table 6-3 Recreation Facility Level
Page 100 and 101: Table 6-5 Current Community Recreat
Page 102 and 103: Post Disaster Redevelopment - The C
Page 104 and 105: Table 7-1 Federal Intergovernmental
Page 106 and 107: Table 7-1 (Continued) State of Flor
Page 108 and 109:
Entity Table 7-1 (Continued) Brevar
Page 110 and 111:
Table 7-1 (Continued) Brevard Count
Page 112 and 113:
Table 7-1 (Continued) Other Coordin
Page 114 and 115:
CAPITAL IMPROVEMENTS ELEMENT Introd
Page 116 and 117:
Level-Of-Service (LOS) Standards LO
Page 118 and 119:
COMMUNITY APPEARANCE ELEMENT Introd
Page 120 and 121:
SR A1A and South Patrick Drive (SR5
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Supporting Documents (Data and Analysis) - Satellite Beach

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