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October 16, 2017 (Regular Meeting) Page 3334 <br /> While North Carolina law exempts bona fide farms from local zoning regulations, <br /> the County strongly encourages the use of best management practices in farming. <br /> A waterbody buffer is one of these practices and is therefore consistent with <br /> North Carolina Sediment Control Law and thus is a 75% reimbursable North <br /> Carolina Agricultural Cost - Share Program. This program is administered through <br /> the Cabarrus Soil and Water District. The following text shall apply to all <br /> development or changing of conditions (e.g. , timbering, land clearing, etc. ) <br /> adjacent to waterbodies as defined below. <br /> 4 . 9-1-Impoundments for agricultural purposes <br /> Impoundments used primarily for bona fide agricultural purposes, including <br /> animal watering, irrigation, or other agricultural uses shall not be subject to <br /> buffering requirements unless the waterbody is part of a natural drainage way <br /> (i.e. , unless the waterbody is located on a perennial Glass--ar Glass 2 stream) ; <br /> Section 4-10 Requirements of the Waterbody Buffer Zone <br /> 1. A minimum 50-foot buffer shall be established from the stream bank on <br /> all sides of perennial eE Glass 1 streams in addition to any lakes, <br /> ponds or impoundments located along, or on, those streams. Glass l <br /> Perennial streams include all rivers, streams, lakes, ponds or <br /> waterbodies shown on the USGS Quadrangle Maps as a solid blue line or <br /> identified in the Cabarrus County Geographic Information System. <br /> 2. A minimum -3-9 25 foot-spa buffer shall be established along the edge <br /> of iiefft -`� e streafft banle en all sides of all intermittent ei! Glass 2 <br /> stye M,. an any identified wetlands. Glass 2 Streams shall inelede <br /> all-�i-,;-ers er s t y e amts s hew•e-e n t <br /> ii:nes dentified—as a streafa en the NGRS Seil Survey fer- ^emu <br /> Geunty, identified en €fie—Eabarres Esen*=yGeagr-aphie - <br /> Systef -identi€ied-asp-strreehm by a efualified stEeam ela5sifieatien <br /> prefesslenakas-de€ineb in Geetien 4 !9-" <br /> 3. The applicant must provide a detailed survey that field verifies the <br /> location of all perennial n;Tel j:nccr�d:tt-en1c streams, lakes, ponds, <br /> impoundments and wetlands on the subject property and within 100 feet <br /> of the boundary of the subject property for all proposed plats and <br /> site plans. <br /> 4 . Streams may exist even if they are not mapped on the USGS Quadrangle <br /> Maps or NCRS Soil Survey Maps. A qualified professional must identify <br /> streams that exist on the site but are not mapped. For purposes of <br /> this section, a qualified professional shall mean an individual that <br /> has attended wetlands delineation training using application of the <br /> 1987 Wetland Delineation Manual by the US Army Corps of Engineers and <br /> Identification of Perennial and Intermittent Streams training <br /> supported by the North Carolina Division of Water Quality. <br /> 5. The determination that a waterbody or stream indicated on a USGS Map <br /> or NRCS soil survey map does not exist must be concurred by the NCDENR <br /> Division of Water Quality and/or the US Army Corps of Engineers. <br /> 6. The Waterbody Buffer Zone shall be determined and clearly delineated <br /> on site prior to any development or pre-development activity occurring <br /> in order to protect the required buffer from encroachment or damage. <br /> No development, including soil disturbing activities or grading, shall <br /> occur within the established buffer area. <br /> 7. The waterbody buffer shall be maintained as follows and shall be shown <br /> on all site plans or subdivision plats related to the project <br /> submitted for review, including soil and erosion control plans: <br /> a. The size of a perennial stream er saes 1 waterbody buffer shall <br /> be measured from the annual average stream bank, perpendicularly <br /> for a distance of 50 feet plus 4 times the average percent of <br /> slope of area adjacent to the stream. This slope shall be <br /> calculated by measuring a distance of 250 feet from the center of <br /> the stream. The percent of slope for this distance shall serve as <br />