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2018-035
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Last modified
4/3/2018 3:44:12 PM
Creation date
3/27/2018 11:41:25 AM
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Resolutions
Resolution Number
2018-035
Approved Date
03/20/2018
Agenda Item Number
10.A.2. & 10.A.3.
Resolution Type
Amendment
Entity Name
Comprehensive Plan Text Amendments
Subject
Sanitary Sewer Sub-Element for Septic to Sewer Conversion
Coastal Management Element for Sea Level Rise
Future Land Use Element
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Comprehensive Plan Sanitary Sewer Sub -Element <br />Septic to Sewer Study: Evaluation and Rankin <br />The goal of the study was to identify and rank the areas of septic system use having <br />disproportionately higher potential for negative lagoon, impact based on various physical and <br />environmental factors, and to determine the feasibility of incorporating septic to sewer <br />conversion mitigation projects into a 10 -year Capital Improvements Plan. As part of the study, a <br />specific formula for the utility service area of Indian River County (IRC) was developed and <br />modeled after similar studies performed for Martin County (Martin County Septic System <br />Evaluation Final Report; CapTec Engineering, Inc.: February 13 201 S) and Brevard County <br />(Save Our Lagoon Project Plan for Brevard County, Florida: TetraTech Inc and Close Waters <br />LLC July 28, 2016). The IRC formula was modified from the formulas used in the Martin and <br />Brevard studies to consider and weigh physical and environmental factors that SBS and IRC staff <br />determined would better represent Indian River County conditions. In the IRC study, the <br />following factors were used in the initial ranking of the three hundred and twenty-five (325) <br />platted subdivisions currently served by septic tanks with respect to potential negative impacts <br />on the lagoon: <br />• Population Density for Loading Concentrations <br />• Proximity to Surface Waters <br />• Location of the Community in Relation to the 100 -year Flood Plain — FEMA Flood Plain <br />• Depth of the Ground Water Table <br />• Soil Conditions of the Drain Field — Soil Type <br />• Age of the Surface Water Management System <br />• Age of the Existing Onsite Sewage Treatment and Disposal Systems OSTDS) <br />Each factor was evaluated for every one of the 325 subdivisions and assigned an index number <br />that generally ranged from 0 to 12, with 0 being the minimum and 12 being the maximum <br />impact. The formula used to determine the ranking was simply the sum of all factor values for <br />that subdivision. The higher the sum (the "score"), the higher the estimated potential negative <br />impact to the Indian River Lagoon (IRL). SBS and IRC staff agreed to weight the "Population <br />Density" and "Proximity to Surface Waters" factors in the IRC study, because those two factors <br />are believed to cause a higher negative impact than the other factors. <br />In the study, the 325 subdivisions served by septic systems were ranked in order where number <br />1 had the highest negative lagoon impact (89.19) and number 325 had the lowest negative <br />impact 26.97). Once the initial ranking was finalized, an Engineers Opinion of Probable Cost <br />(OPC) was estimated for the top thirty five (35) ranked subdivisions having the highest <br />negative impacts. Those top 3 5 ranked subdivisions were further evaluated based on the <br />following factors: <br />1. Aquatic Health - Environmental Impact Evaluation or the Initial Ranking <br />2. Sewer System Evaluation and Cost Data <br />3. Total Nitrogen (TN)/Total Phosphorus (TP) <br />4. Public Health - Based on the availability of potable water <br />Community Development Department <br />Indian River County 23 <br />Appendix A <br />
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