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Agenda - 05-01-1989
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Agenda - 05-01-1989
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3/10/2017 2:49:26 PM
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BOCC
Date
5/1/1989
Meeting Type
Regular Meeting
Document Type
Agenda
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• <br /> ----- ....................- <br /> - <br /> eeLeenan's,Farm <br /> ...ibdiviion <br /> 37 <br /> Page 2 <br /> . . <br /> Utilities . <br /> The project is not located in OWASA's present service area, and <br /> . since it is in the University Lake protected watershed there are <br /> * . . . no current plans for extension of lines. Therefore, water and <br /> sewer Service will be handled on site. Waseeueter disposal will <br /> be handled by a low pressure system which collects wastewater at <br /> - each lot and conveys it to a central cemmunityeowned nitrification <br /> . . <br /> -. . <br /> field , This system is explained in further detail in the attached <br /> • report by Craig Horgan, PE, our wastewater consultant. Domestic <br /> water will come from private individual wells installed by the lot <br /> . purchasers. Since this area of the County does not have a good . <br /> record of high flow wells, a community system is not deemed <br /> economically feasible. Electrical service will be supplied by <br /> Duke ?veer 'and will be underground along the* road right-of-ways. <br /> Telephone and cable television lines will also be installed <br /> • underground. A twelve foot easement is provided oh either side of <br /> both roads for utilities. <br /> ; - • - <br /> Storm Water . . • <br /> . . <br /> ranaeeeent <br /> • <br /> . . <br /> Since the site is characterized by center slopes in the 2 to 1D <br /> percent range, we feel that,seormwater will run slowly enough <br /> across land surfaces to provide infiltration for water quality <br /> purposes. Storm drainage from the new-roads will be conveyed with <br /> shallow swales on the high side to nemerous culverts located at <br /> • • <br /> • natural drainways. Water flowing from the culverts will be . <br /> • dissipated with rip rap aprons and allowed to flow overland <br /> - - : through areas of existing dense bereeee grass and woods, finally <br /> entering the existing natural streeez. Detailed calculatices of <br /> . infiltration rates, swale and culvert design and outlet control <br /> . . <br /> .• - . • - will be provided with the subzieeal of final plans. t'--eion <br /> . <br /> . -. <br /> • control devices will be installed during construction operetions <br /> • in accordance with Orange County repuirements. - A detailed erosion <br /> • * <br /> . - . control plan will be sebmiteed alone with final plans. <br /> . <br /> . . <br /> . . • . . - <br /> • . • _ <br /> .. . . . <br /> . .. _ . . . <br /> — • --• — ' - . - , - - - ' . <br /> .• Recreetion/Deen Space • .• .- - . . . <br /> - - •. <br /> --- . . . . . _ . <br /> •--- .. . . <br /> _ • e - — ..• . . <br /> • - -. . .. e _ A tract of land .4.22 acres in size has been set aside for use as ' • <br /> . • - both a eitrificatioe field and improved open space. Teis .trece is <br /> . • <br /> . e -- about 7D open field and 3De. weeds. A jogging trail will be <br /> • - • • _._ e- Installed to correct with Meleneanle Fare Road and loop -trough . <br /> • -_ • eee- <br /> - - _ er open space. Nemeroes exercise etaeions and picnic tables will - <br /> _ -- <br /> • . - . , - . <br /> . . <br /> . . <br /> . . . <br /> . _ ... . _ . --- . - - • . - - - . • .- - • - <br />
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