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20120073 Ver 3_Application_20131209
V STATE OF NORTH CAROLINA '��- 4,� � DEPARTMENT OF TRANSPORTATION �`t, ?; 194,Ty PATRICK L. MCCRORY ANTHOM 4. TATA GOVERNOR SECRETARY December 6, 2013 Raleigh Regulatory Field Office US Army Corps of Engineers Wilmington District 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Attention: Mr. Eric Alsmeyer, Project Manager rZ ow oo-7 -Sv•3 Subject: Application for the Modification of the Section 404 Individual Permit and the Section 401 Water Quality Certification for US 501 from NC 49 in Roxboro to SR 1602 (Jesse Banks Road) in Person County, Division 5. Federal Aid Project No. STP- 501(11), WBS Element No. 34406.2.3, TIP No. R- 2241A. Reference: - Section 404 Individual Permit MOD Issued August 27, 2012; USACE Action ID 2009- 00439. Section 401 Individual Water Quality Certification MOD authorized August 13, 2012; NCDWQ Project No. 20120073. Construction of TIP No. R -2241A is currently underway. At Station 76 +45 —L- RT (Plan Sheet 22,. Site where the 750mm and 900mm RCP outlet to the base tail ditch, it was recently discovered that there are issues with the elevations needed to provide positive drainage. The plan elevation of the base tail ditch at the outlet of these pipes which have been installed is lower than the existing elevation of the stream bed at the end of the TDE by roughly 8 -10 inches (0.25 meters). There is about a one foot drop in the bed elevation approximately 46 feet down stream of the TDE. If the base ditch could be graded out to this point then the ditch would drain and a ponding situation could be eliminated. Therefore the North Carolina Department of Transportation (NCDOT) proposes to extend the base tail ditch another 46ft (14m). Also for permanent stabilization rip rap armoring is proposed along the entire base tail ditch from the outlet of the 750mm and 900mm RCP to the extent of the excavation (see attached revised permit drawings). This proposal would result in the following change of impacts: • decrease of 181 linear feet of temporary channel impacts (181 Ift changing from temp to perm) • increase of 227 linear feet of permanent channel impacts (181 Ift that was temp + 46 Ift new perm) o total permanent channel impacts at Site 18 now total 581 linear feet (181 Ift + 46 Ift + 354 Ift old) Note�that since the stream impacts at this site are non - mitigatable, then the proposed increase of impacts would not affect the mitigation for this project. Therefore no additional mitigation is proposed. Division Five— 2612 North Duke Street, Durham, North Carolina 27704 Telephone: 919- 220 -4600 Fax: 919 -560 -3371 In coordination with the Project Development and Environmental Analysis Unit, application is hereby made for a modification to the Department of Army Section 404 Individual Permit as required for the above - described activities for the proposed TIP project R-224 IA. Also by copy of this letter we are also hereby requesting a modification to the Individual Section 401 Water Quality Certification from the Division of Water Quality. If you have any questions or need additional information, please contact Mrs. Heather Montague at (252)492 -0111 or hwmontaguekncdot.gov. Sincerely, for J.W. Bowman, P.E. Division Engineer Cc: Mr. Rob Riding, NCDOT Project Coordinator NCDOT Natural Environment Section i STV / Ralph Whitehead Ass°ciatcs. Inc 1000 West Moreheod St, Ste 200 C�or1°tle, NC 28208 MATCHLINE STA. 74 +40 —L— SEE SHEET 21 a° I 11 a° 0o I $ I 3 ° V) BEGIN C/ & WW FENCE Sta 54473 n N e g m z till n .;� z-p ij ° pD r N 11 aDr ° 16) y a m° ° o 0. b10 n0 •. .. .. .. .. .. . '� N� o+in � 3 m- 3 9 END C/A & V1W FENCE Sta 74 +92 869 .n ° s � . H i m6119 I� 8$ 75 y _x & WW FENCE 5 +09039 x a I? O���p _ ct z ■■ BOOK � � N i o ° m - 1 \ O o f n ___.__- w t -- na D zip �I x® �m� I I o y m° nrD x I I g l GG END A& WW 4CE Sta. 75 +3 684 m °3 nl I I A X o � II _ B ^ m 0 ° b • •• .. . .. .. .. .. v — to D 3 m •' BEGIN NC Sfa 5+ 7. 72 a � Ali yD N n ^m o mI q3 E o °mm= / 2 OC I Z. `r.\ 03I G�- 'I o m 13 1 OQ II g Sn 5�6 =3I ■ O �0 n � x yPOTn V;yA _3 � ~-Or I I � N cs O N n'O 1 II I 613 = a3 i�� III II o a�e / i TDE T — � m n ^� TO z I III I I m�y�m °o / m m ooD 1 o moo I. omr 1 93 o c� m IV 1 n 0 eis ■ Nv ° µn DTnN I I y �m 8 °OZm b� m 1 I 1 / J } ° on> gy us 8 I III II / / oar a,. s �Zi ^ I I n i 6119 y25w 7 i m 1 1 I // / o rn o 1 011 • R e a w I! R * oz a . A Q*0 I r, z m d `. / \\ < A / / m 2 cn to cn Cn m m I 1I 4 / G Ill 70 mmmm �-D 44�- � — mmmm D F ; o (f) (f) Cn(n 3fm m - `$ O / I CD ( 2222 mmmm �I3i -I / / mmmm z � I I / O N N �• W m 3 -_ I I I / p nY � .; O v O m Cl) --A 3 L ZD C7 zJ GtK JO 'r; a mo N mm00 ` / / / �In 00mm 2Z DO 0 m / y m 2 `/ -- V1 I j A m o 3 __ - 1 rI I I/ if- m n v ZD �z 1 I I IS A x 0 Z 2� ms Z O o m(nDom \ ♦ t / / °O^ (witm __ ► t " o % o; = m C) nx ° zom 0x MATCHLINE STA. 78 +00 —L— SEE SHEET 23 0 0 - % °n °_. AN N o ma I r, STV / Ralph Whitehead Associates. Inc 1000 West Mo,eneoa St. Ste 200 Chadolle. NC 28208 tttttt SYSTIMEttttt NC U—se Number F -0991 Liff ...FRNGMFtffiDGNtitLLttttttLttti MATCHLINE STA. 74 +40 —L— SEES EET 21 se 0. o " �� 11 cc n o_ I 1 i ;g o BEGIN C/ & VVN' FENCE Sta 54 473n o I 1 _ n * �''g � 0 A I % -M �� z L ° ° F �R ° ° m > V � R >- VI O m D r a _ o 0 0 m o C C J l 0 - 3 � ND C/A & y 74 +92 869 X s - 1w ad •— � 13 rn W i t BEGIN &A 8 WW 9039 o z --oo►Z X'� fl a I © ���F O rt I m ° 0� a ,ten t?n _ � e y o X 1 < B I^ END A 8 N/W CE 75 +3 O o o 1 Sta 684 to x to ° 0 o 0 m is N BEGIN C to 75+57972 H I l P fA O o mI 41 1 ° =3 ! 1 I 5 oomm= ti ` - w R w ° C� If b ` - R, lz%/ /M ° N / —!� °1 NA °3 O 1 1 I �3 °3 03 03 / // /peg Y rn� 1 I II o / i •T r ✓ T E TD I I I m o°o Gl ^ ! 1 .3 Din o I R I D►yy / _ _ � NDv X a no to % F %A 44 m z °no TpE i ! o° 33 m CO ° mm O o OF r 1 1 °3 to a^ a moN m m n am° 59 1Q$j m 3 3 a A I- tw vA0m m ! 1 n / J k o(-) gy mm00 1 I! II ii // O,,,tr yQ ayv0 I I C I �• ? mo C►i sZ 1 ! �I O o (� mO3 3 V� OII DoD zm m 1 cn U) U') Cr) m m �In mmmm �D /4 / y .� U% N(0 (nN 3m N e /�� 1 / o < m ° m 1 1 fll mmmm (/13 N mmmm mm 1 / mmmm NNW ..3 t ✓ - 1 W m° n W J J - - - - - - --- - -1m -n -n 00 .0. 07 ZJ 00 �17 :DD C D m ° 3 N .w / O° _ D Z r El N ° m Z n„ �D�1 ZD N �I 1 / / / -Zi 3 Z m(n v �z / 1 / /�^ p z o2 o O cf) "mo mN �` I i / / Q — o < o cam x m nom (f) -n / / X N < o0 -0:1 m 0�J �� �� / /-' N n �: °_n o mom G1 = zom 0o Uw MATCHLINE STA. 78 +00 —L— SEE SHEET 23 0 0o _G EqQ A^ N o m D 0 is