section 4 - existing conditions and needs - Martin County, Florida
section 4 - existing conditions and needs - Martin County, Florida
section 4 - existing conditions and needs - Martin County, Florida
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4.12.3 Sewer System Needs<br />
The majority of the residences/lots within the CRA boundary lack connection to a<br />
centralized sewer system. The exceptions being the Manatee Creek <strong>and</strong> Murray Cove<br />
neighborhoods, as well as an 8” inch sewer main of Bollard Avenue. There are some<br />
private lift stations for some commercial <strong>and</strong> institutional buildings. In an effort to<br />
connect the CRA to the South System, a comprehensive wastewater collection system<br />
will have to be designed, permitted, <strong>and</strong> constructed.<br />
4.13 WATER AND WASTEWATER SYSTEM LEVEL OF SERVICE DEFICITS<br />
Areas currently not served by central water <strong>and</strong> sewer service are considered to be<br />
deficient relative to the LOS definition. There are a number of areas serviced by 4” inch<br />
<strong>and</strong> 2” inch diameter water mains. While these lines may be sufficient for providing the<br />
daily <strong>needs</strong> of the customer, they are insufficient compared to the minimum 6” inch<br />
diameter pipe needed to support basic fire service, unless a hydrant serviced by a 6”<br />
inch line is in close proximity of the structure.<br />
Figure 8, “Existing Water Piping”, delineates the <strong>existing</strong> central water piping system<br />
within the CRA as reported by <strong>Martin</strong> <strong>County</strong> Utilities. The water piping shown in the<br />
exhibit is limited to 6” inch diameter <strong>and</strong> larger. Areas shown in the exhibit which do not<br />
have <strong>existing</strong> piping are considered to be deficient in accordance with the LOS<br />
st<strong>and</strong>ards.<br />
Figure 9, “Existing Wastewater Piping”, delineates the <strong>existing</strong> wastewater piping<br />
system within the CRA as reported by <strong>Martin</strong> <strong>County</strong> Utilities. The gravity portion of the<br />
sewer system installed does not have any known service deficits. According to the<br />
March 2000 Forcemain System Hydraulic Analysis by Hutcheon Engineers, 100% of the<br />
lift stations within the CRA boundary are able to deliver the required flows during peak<br />
flow <strong>conditions</strong>.<br />
4.14 LEVEL OF SERVICE RECOMMENDATIONS FOR WATER AND WASTEWATER<br />
Level of Service (LOS) st<strong>and</strong>ards for the water <strong>and</strong> wastewater systems are identified<br />
through a combination of engineering st<strong>and</strong>ards, utility purveyor policies, community<br />
practices, <strong>and</strong> regulatory requirements as presented in Section 3. Throughout the CRA<br />
area (as well as other areas of the <strong>County</strong>) there are large tracts of l<strong>and</strong> lacking central<br />
water service <strong>and</strong> rely on individual wells for their water supply. Similarly, there are<br />
large areas which do not have access to a central sewer system <strong>and</strong> utilize on-site<br />
septic systems to dispose of their sewage.<br />
The intent of the CRA utility redevelopment process is to: provide central water <strong>and</strong><br />
sewer service to all parcels within the CRA; provide consistent quality potable water to<br />
all residents; provide sufficient fire flow to respond effectively to emergencies; <strong>and</strong>,<br />
eliminate operational <strong>and</strong> environmental problems associated with on-site treatment<br />
systems. Accordingly, the basic LOS st<strong>and</strong>ard for all areas within the CRA incorporates<br />
the following:<br />
MARTIN COUNTY STORMWATER/UTILITY CRA MASTER PLAN – PORT SALERNO CRA SECTION 4-12<br />
EXISTING CONDITIONS AND NEEDS (07/03/06)