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11141985 Special Meeting
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11141985 Special Meeting
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8/28/2007 3:45:08 PM
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12/2/2003 4:53:14 PM
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City Clerk
City Clerk - Document
Minutes
City Clerk - Type
Special Meeting
Date
11/14/1985
Volume Book
73
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<br /> ~)!. <br /> plan as lows: <br /> t boundaries the North San Marcos were selected, <br /> with primary consideration given the abi 1 to serve an area with a <br /> lzed wastewater col1ectlon and treatment area se lected <br /> drains into sect ions Sink Creek, the Blanco River~ and an unnamed tributary <br /> the San Marcos ultimately can be a <br /> central ized treatment on an unnamed <br /> Marcos the San <br /> attached map). 1 summarizes the acreages in <br /> A land use map was prepared for the Area. <br /> land uses are based on annual population the Aust <br /> MSA, Hays County, the City of San Marcos, and specificaì1y the North <br /> Marcos Service Area. Land uses were determined on the basis of the <br /> Comprehensive Plan, topographic and other environmental constraints, <br /> to roadways, and market considerations. The land use classificatlons and <br /> dens it are compatible with the Comprehensive Plan and may be <br /> incorporated as land use amendments the Comprehensive Plan in late 1985. <br /> They provided a reasonable basis for determining the amount and <br /> distribut ion of future wastewater generat ion throughout the Service Area. <br /> The land use plan was evaluated over time in order to establish <br /> bul1dout schedules for land uses over a 20-year planning period. Two <br /> independent real estate market studies and an analysis of recent development <br /> trends were used to determine the Hkely absorption land uses <br /> within the North San Marcos service area. <br /> Wastewater news were calculated by multiplying the acreages of <br /> use by 1 iving unit (LUEs). were <br /> based on the fonowing criteria: <br /> 1 gal capita-day average weather flow <br /> 3 persons per LUE, or 300 gallons per day of average dry <br /> weather flow <br /> 1000 gallons per infi1trationl1nflow al1owance for <br /> calculatlon of peak wet-weather flow <br />
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