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Home My WebLink About20110392 All Versions_R-2413AB Impact Changes_20161012Y �� PAT McCRORY Covernor NICHOLAS J. TENNYSON Secretary Transportation October 12, 2016 Mr. David Bailey NCDOT Coordinator U.S. Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 SUBJECT: Design Changes Update for Section 404 Individual Permit and Section 401 Individual Water Quality Certification for the new location facility frotn SR 20l 1 to the Haw River at US 220, Greensboro, Guilford County; Division 7; TIP No. R-2413A/B Reference: US Army Corps of Engineers (USACE) 404 Permit issued Januaf•y 28, 2014; Action ID: SAW2013-00557, Modified October 14, 2014, May 13, 2015, and May 17, 2016. NC Division of Water Resources (NCDWR) 401 Water Quality Certification Permit issued October 28, 2013, NCDWR Project No. 20130517, Modified February 3, 2014; NCDWR Project No. 20130517 v.2, Modified October 17, 2014; NCDWR Project No. 20130517 v3, Modiiied June 2, 2015; NCDWR Project No. 20130517 v4, and Modified May 12, 2016; NCDWR Project No. 20]30517v.5. Dear Mr. Bailey: The North Carolina Department of Transportation (NCDOT) awarded the design-build team this project on April 8, 2014 to construct projects R-2413A, R-2413B, and I-Sl 10. Sections R-24UA and B were authorized by the USACE and NCDWR as refei•enced above. We are writing to inform you of changes in impacts for Section R-2413A at Site 22 due to a design change for a development group. The development group Gi•eenlea recently purchased and designed a large development along - Y1G (road yet to be named). The development design included atraffic study that necessitated a slight change in the interchange configuration with main line. This change results in the following impacts to Site 22: elirnination of the 16 If of pet•manent bank stabilization increase of 16 lf of ternporary channel impacts The updated perrnit drawings and impact table are attached. We are switching from a pennanent impact, bank stabilization, to a tempora�y impact. Previous mitigation for this site remains the satne. There will be no perrnanent loss to wateis of the state dl�e to the tempot•ary impact at Site 22. Tllerefore, we are not requesting a permit modification. �Nothing Compares�.�_ State of North Carolina I Department of Transportation � PDEA-Natural Em�iromnent Section 1020 Birch Ridge D�i��e, Raleigh, NC 27610 I 1598 N(ail Service Centcr, Raleigh, NC 27699-I555 919 707 6000 T � 919 212 >785 F We are sending this letter and permit drawings to serve to inform you of the changes. Thank you for your time and assistance with this project. Please contact Deanna Riffey at either drif{�ev;i�;nc.t�ot•_� or (919) 707-6151 if you have any questions or need additional information. Sincerely, � `�- Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List � � � DENOTES TEMPORARY � _ - ;% ��i ji,� �, i��,ii�, �� IMPACTS IN SURFACE WATER �� _—_ —_ . . . Ql ,� � �e � �� GLI � oENOTEs IMPACTs IN 8.� SURFACE WATER S�QS -_ � � �/ � � �Op� �� - �'� � F F DENOTES FILL IN � SITE 3 � � wET��No � �� OE PROTECTION �� \ � DENOTCSERRINGNIZED AZ � � � � ..F. ... 2 TONS" � �'� • • � • � � CL B RIDPtAP ,n� % \ '\ \ � G w/ a SY �/ .�, A \ �so �Eo Fna ,� / �� V� ��- DETAIL CN DETAIL E DETAIL AB � _ � � � ��, �� " '� � LATEItAL 'V' DITCH TOE PROTECTION SPECIAI CUT DITCH '� 20 TONS CL I RIPRAP �J� \\ \� � � G z EL �� Wi39 SY GEO FAB \ . � r+oi io s�ie) � Nm ia s�i ) � No� �o s�ie7 � ROD $ �U , \ .. ON BANKS ONLY 'g . . \ �� OR� \o G �\ ^ � � \ \ E D � F�om � - � p� � � \ � \ Notuml — P SLOPE Gro�nd F P � '. 1� �iILL NONroI ! atcli Graund 7,.� p�j,.1 1,��. Fill HpiURAL .� �� 1 � � Ne Slo e � s, �. �\ � Geo�e.� e� Mox. d= 1�OFt, e GRouNo F _ �O � � ._ — _ I � � . . ry a d TOE PROTKTION � aoJ ;/ �� AT V DITCH-�-��, \ � . —GEoiE��E d M�.D=1.5 F. SEE DETAIL CN _ d-1.5 F�. S E E D E T A I L A Z� � \� ' , Type o f Liner- P S R M M o. d= 7. 5 f t. , � C�9G \\ �' \ t� , Type of Liner= Closz B Ri�Rap 6= S.OFt. Type of Liner- CL B Rip-Rop -yjC- $TA. 14+25 TO STA. 15+00 LT � `�Sp � � .. � -Y1C- STA. 16 i 00 TO STA. 17 � 50 RT � �., � SP.�EUT DITCH � � -Y1C- STA.12+88 TO STA.14+25 LT _pC- STA. 24+50 TO STA.25+50 LT � .�Y �.. G� �� C SEE DETAIL AB SI TE 4' , -��C- STA. 16+50 TO STA. 19+00 LT _Y1G STA.24+60 TO STA. 25+60 RT -nc- srn. n+eb ro srn. zo+oo eT DETAIL AZ �\ � � F . TOE PROTECTION \ � i (No�ro Smle� �� \ �E '' ^ ��20 TONS CL I RIPRAP � � — Fii` _ \ Wi39 SY GEO FAB O p1e� ti1�(CF0. �s�oPe g'3 � F, FS / �� ___ �� . pOF �ON BANKS ONLV 22 cxouNo d F�' . \ �O Q \ \ . � � / `�eorexr� IS" R�`P-III Q . '.-I C . ;�� / d=1.5 Ft � z roKs c� e R � � � �� / � RIPRAP W!7 SY / � C \ � � p�� .-, � . Yd PROJECT REFERENCE NO. SHEET NO. R-24/3A 37 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER REVISE 09/032014 PERMIT RAWIIVG y% ceq Fns � � �� p�� '� � � � � ' � ,' � �,' ,,' vic �sln�ii o0 1�Rop 2^ r O STA.12+88 LT f r� � L L / � O STA. 13+50 RT ; , �� / ,� ✓ � �52•' F\ � lAT V DITC � � // /� � � / t� �� p SEE�DETAILCN �� .., I � " �� I /� . ' � . � '� � . � f i � ,� �' �—___ F c F F \"'�. Aa j �-" �E �\ ' F 25 � -� � � �� %�� , A 2 TONS CL B RIPRAP �� Of�' G'P9(� \�. WX7 SV�GEO FAB � -LC . .' . / . \ l F �. 3s� \\ �. A � � _7� Il � N'�470�4 �\ \ \\ . \ 1 ��\ � \� � � l �� . / // // _�\�/�, . � I I YOE PROTECTION AO _ ` � � V �\ \ --_ _ 1 � I � SEE DEfAIL E �i` o�F � /� 1 \ I i �� , � � �� %� � F N� !, , i ,� �; 26 , ` , � r � \ � HW �. �\ e �SO FS '� � � __ '� 2GI � �� , , �1 �\\\ `� �'�, �� ; � ��;�__ �oxoo �� ' �% r; �°' � � � SITE 22 � � � , � �� ,A � i�l � a --�� F /�_� 1� � j % � l ,'; �V \ � �� m �� I � � � � , 1 I \\ ,\ \\ \� �I I I I I �/�c ' LAT N DITCH - � , � \ � I I I �/ % /I j ..�- � � � � � /� ` ��. � � PDE see pera� cN �� Fs � i � � � � �,' c � 1�� 1 i ��ppE �p_m 2ci \ F � � I � � � �� I � � � � �� i ,� �w� sv �eoei�an�PDE � �� I i� � i /�� l� �� ' � � �, � F � A � � i �� "�� F � � ,'�� ?� , � � � � � � � i � s'/ �� I � i . � � � � � � �' �, �° � � � __ � �� I�� \ �� r \ \ j- ,. / - � ! �� I � �� A � � , F � � � � � � � �', � / � �� F i �� ,� j � � o , � � � � � =.' � � � ' ' � � ��\� A � ' � � " � �� , � , �`_� � �✓ F � � � PDE RDE ' �� i � � �\ 1 \ \ � � \ \ TOE :PROTECTION � � � , � � \ 1 I ^� F \ SEE OETAIL E F \ I G .. �\.. . � � C / / � \ �� ,)S. �Da20 TONS CL 1 RIP � � �� / 5 .� � . W/39 SY GEO FAB I F � � � � f F � x�0 � � \ �� '' � ;�� , s � � � � �/ �— � � 2 JONS CL 6 RIPRAP •r \� G'Pq o.`�'� � � � /� � � s"�W/7 SY GEO FAB � � 3 � - � �. �� - , ' .� � �� P CUTiFII,L TRANSI7ION S i p . � .Fj - �� F q�"` O r 5 I . ...... �� Sec xO /5 �/� � �, ^°' TOE PROTECTION A� ' 'j " � SEE DETAIL E �� CSP V ELBOWS ��P• g LUG .. �..tl°� 2 TONS CL B RIPRAP ��tCH �� G� � W/7 SY GEO FAB '� �� ON BANKS ONLY � GRAPHIC SCALE � 50 o iqo �,� PLANS �`�v ALANS PREAARED BY : ,�G� � R� � RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 17 -L- 334+00-336+50 36" CSP 0.35 0.03 18**** -L- 338+00-340+50 Bridge 0.04 0.13 0.03 172 19 -L- 348+00-353+00 60" RCP 0.03 <0.01 507 34 20 -Y4- 17+50-19+00 36" CSP 0.11 0.02 240 21 -Y5- 29+00-36+00 1 @12'x12' RCBC 21A 2.11 0.13 0.06 0.09 288 262 250* 216 Road Fill 0.01 149 22 Y1 C- 25+50 42" RCP-V 0.02 <0.01 177 56 23 -Y5- 16+50 30" CSP/PDE <0.01 12 24 -Y1- 23+81 RT 2@ 72" RCPs <0.01 <0.01 15 10 Bank Stabilization <0.01 31 SUBTOTALS: 2.57 0.04 0.16 0.13 0.16 0.16 1407 546 250 TOTALS: 3.11 *' 0.04 <0.01 0.19 0.13 1.44 0.31 8993 977 "' 2390 * SEE PLAN FOR ON-SITE MITIGATION ** PERMANENT FILL IN WETLAND IN ORIGINAL PERMIT WAS SUMMED WRONG. IT WAS LISTED AS 3.13ac; IT SHOULD HAVE BEEN 3.14ac *** TEMP CHANNEL IMPACT IN ORIGINAL PERMIT WAS SUMMED WRONG. IT WAS LISTED AS 922'; IT SHOULD HAVE BEEN 952� NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS *"** PERMANENT PIER WETLAND IMPACTS= 40sqft ReNSM 3I31I05 GUILFORD COUNTY WBS - 34429.3.58 (R-2413A) REVISED SHEET 81 OF 81