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Page 2 of 3 <br />• There will be six (6) openings in the seawall at common area tracts where access to the <br />water body and maintenance shelf can be made via 6:1 or flatter slopes. <br />• The pond depth is shallow (2' to 3') at either end of the Con -Span culvert connection <br />between the pond and the 32 -acre recreation lake. This location is accessible for <br />equipment and designed to provide a location to construct a temporary cofferdam in the <br />event that the pond needs to be drawn down for any future major lake bottom or seawall <br />maintenance. Design draw down elevation is 13.5 ft. <br />Stormwater Tract/ lot interface: <br />• Adjacent homes would be subject to a min. 6' rear primary building setback <br />• Decks/ docks may extend into the setback, and over the seawall and water body into the <br />tract as much as 5'. <br />• Decks may be supported by pilings installed waterward of seawall. <br />POA regulations will include: <br />• Lot owners are permitted to encroach into stormwater tract for construction, use and <br />maintenance of decks/ pilings, and access to the pond for recreation. <br />• POA or its designated agent will be the sole maintenance entity for all properties/ all lots. <br />• All lots are subject to a general access and maintenance easement for maintenance of <br />the grounds, including drainage, irrigation, landscape, seawall and adjacent pond. <br />• POA retains rights to maintain the seawall and lake bottom and may remove decks/ pilings <br />as needed. (POA rights to the construct and maintain the seawall supersede lot owners' <br />rights to the deck structure). <br />• All rear lots adjacent to the stormwater tract are subject to a 5' construction and <br />maintenance easement for POA. <br />• The building foundation for all homesites shall provide design considerations that permit <br />long term viability of the residential structure, and the design shall consider possible future <br />seawall repair, reconstruction or replacement. Foundations will be designed to a depth <br />and location that would not be undermined or compromised in the event of the removal, <br />replacement or repair of the seawall. <br />Maintenance provisions: <br />• The seawall will provide a hardened edge of the water body and should minimize common <br />maintenance issues that would otherwise occur at standard SMA's (erosion of lake bank <br />and regrading/ sodding needed). <br />• POA, as the singular maintenance entity, will annually inspect the seawall and adjacent <br />grading and stability of earth, and make repairs as needed. <br />• POA will, when necessary, draw down lake and access the lake and seawall via the <br />maintenance shelf for inspections, repairs, reconstruction, or replacement of seawall, and <br />provide any required regrading and stabilization of the lake bottom or areas landward of <br />the seawall. <br />We believe that a waiver from the required stormwater maintenance area should be approved <br />with the condition that the above outlined design, operation and maintenance provisions are <br />incorporated within the land development permit engineering design, individual home site design, <br />and within the development's covenants and deed restrictions. <br />779 <br />