Orange County NC Website
^'Jti. • -.\« L1.1m. '!% <br /> J. 6*-B t,f%G n+ .A w-.r..s,•« .� 4`.. ..�. .:r..• .` <br /> 1 streams Carrboro al.sa has standards for intermittent st een. - ' 'Y'.. <br /> iahereas the County does not. <br /> { A-10 !i <br /> C! <br /> i I <br /> land-disturbing activity in connection with the construction of <br /> facilitiesito be located on, over, or under a lake or natural <br /> watercourse. <br /> b. Graded Slopes and Fills-- the angle for graded slopes and fills <br /> shall be no greater than the angle which can be retained by I <br /> vegetativelcover or other adequate erosion control devices or struc- .e <br /> tures. In any event, slopes left exposed will, within 30 working f <br /> days of completion of any phase of grading, be planted or otherwise i' <br /> provided with ground cover, devices, or structures sufficient to ;l <br /> restrain erosion. <br /> c. Ground Cover - whenever land-disturbing activity is undertaken <br /> on a tract comprising more than 20,000 square feet, if more , <br /> than 20,000;contiguous square feet is uncovered, the person <br /> conducting the land-disturbing activity shall install such 4' <br /> sedimentation and erosion control devices and practices as are <br /> sufficient to retain the sediment generated by the land-disturbing <br /> activity within the boundaries of the tract during construction <br /> upon and development of said tract, and shall plant or otherwise � ' <br /> provide a permanent ground cover sufficient to restrain erosion <br /> after completion of construction or development within 30 working <br /> days or 120 calendar days following completion, whichever period <br /> is shorter. (Amended effective (April 8, 1980). <br /> d. Design and Performance of Control Measures - erosion and <br /> sedimentation control measures, structures, and devices shall be so l `I <br /> planned, designed, and constructed as-to provide control of <br /> accelerated erosion and sedimentation from the calculated peak <br /> rates of runoff from a ten-year frequency storm. Runoff rates <br /> shall be calculated using the procedures in the USDA, Soil <br /> Conservation Service's, "National Engineering Field Manual for <br /> Conservation Practices," or other calculation procedures acceptable <br /> to the Erosion Control Officer. Runoff computations shall be based .K 1 i <br /> on rainfall data published by the National Weather Service for ` <br /> the area. <br /> ti:on 8.1 Add t onat Stand,ande aor Land-tgetubing Actcuity in Uuv enaity Laze Watenahed <br /> The ptavi,4.ion4 oS Section 8 4ha e.E apply to Land-di4tmb.Lng activity within. I; <br /> the Univer4i,ty Lake ft)aWti,hed. in addition, the de4ign, catt4trt.uction, and <br /> maintenance ob dra•inage, 4yetem4 .iii deveC.opmenta within the Univet4ity Lake <br /> W tee4hed 4h tt aZ4o be cone.ietent with the SIottotmalg 4.tandarde, and theee <br /> 4tandatd4 4haet eonttct to the extent that they are mote reettictive than tho4e 4et 5onth in Section 8. <br /> a. Channe.ci4 Runolf(t - ehanneting &uno66 di.tectCy .alto watch bodie4 4hacC <br /> be pat,alub.cted. k Runo4U ahatt be 'touted .•tivtough 4uatc4 and o..theft <br /> 4y4teme de4tgned to inc,teaae time o>S coneen-tAat.ion, deatea4e <br /> ve4ority, •inetea6e indietha,ti;on, aCCow 4u4pendcd 4otids to 4ettCe, <br /> and herove pot2u.tattt4, <br /> } <br /> b. A Clem t.%an o4 W tc t courts e4 - natu.taC wztet come e s 4 ha.C.e not be <br /> dte.dged, eteared o6 vegetation, deepened, widened, 4tta.iglt.tened, <br /> etabi.Z.i.ced oh ethehuiee aCtered except in accordance with an <br /> s � <br /> r c. <br /> r <br /> Y�,,,<f'.�vS- .�y� �,y "« r.�,+G .A�•" i5,'fi'�,: «4� 14" `r§ 'AT•'�-`^**�,,r sip»yK•r,h ', .r <br /> 4 «2�^ ,r .a• '���� �,,.+�..�„ a� `" •,-.�*..+G�., � -'�-r--a` .ric l��` WNiT y A���� "� <br /> t-rL -•- ,"- .x., c ,k .-•. , � ;-•_..;, m- 1i�Y+�� ,,,�.3+^, ,...j '"'rK'wy�.:'�t.'*C�•c. Sc^+iC�er r"'' 'r ��iy,.:r <br /> -�'`.9 C't"•,# '"+ +" �.•JS`-r-.� d.. ,;�.�'i^�,�, .fir <br /> x � -.,3� `'r vim, •y„ S"�i. d' „ 'y,. " /' y`'�n � '� "� fir tr fr` <br /> .. .. ... ..«u.�- t.. - ..... ... ,.,L" 4 .�w4+..{•wr+J:l i 4`:. ai.i+ <br />