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This matrix will replace the old connection matrix. The matrix and <br />footnotes are completely revised. <br />TABLE -3 -.A -.H <br />AND 3.B.19 <br />WATER-&-WASTEWATER-CONNECTION-MATRIX- <br />FOR A NEW DEVELOPMENT <br />INSIDE OF THE URBAN <br />SERVICE AREA <br />thin 2001 of system X tside of 200' of system J X** <br />sidential Projects: <br />bdivision, multi -family <br />to plan, PD, DRI <br />thin J mi. of the system <br />25 units or more X <br />Less than 25 units X <br />tside of J mi. of system <br />25 units or more X <br />Less than 25 units X** <br />-Residential Projects: <br />2,000 gallons daily flow <br />or more * <br />Less than 2,000 gallons <br />daily flow <br />---------------------------------- <br />side of J mi. of system <br />2,000 gallons daily flow <br />or more * . _ <br />Less than 2,000 gallons <br />dai-1 f -low X** <br />�`-Dai-ly flow refers to, -water consumption -or sewer generation. <br />**The applicant for A,n,__v development project-, where such project <br />will not connect to a centralized system, must sign a developer's <br />agreement with the Indian River County Utilities Department to <br />operate on a private system with a commitment to connect to the <br />regional system when service is available. These agreements shall <br />be conditioned upon demonstration of c�l—ance with applicable <br />federal, state; and local permit requirements. When using a <br />private system or on-site-faciiities-,--the-developer must construct <br />a dry line or wet line at the time of construction, if required by <br />the Utilities Department. The final -determination for the type of <br />non-residential establishment which can utilize a private system <br />20 <br />SmeadSoft Reprint Date: Friday, September 27, 2013 - 10:53:58 - OfficialDocuments:577, Attachment Id 1, Page,10 <br />