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HomeMy WebLinkAbout20161074 Ver 3_I-3802B second permit modification_20180719Carpenter,Kristi From: Euliss, Amy Sent: Thursday, July 19, 2018 1:28 PM To: Wanucha, Dave; Roden Reynolds, Bryan K CN (US) Cc: Miller, Vickie M(Vickie.Miller@hdrinc.com); Rice, James R.; Yelverton, Wyatt; Seitz, Phillip K; Fine, Lowel) C; Carpenter,Kristi Subject: I-3802B second permit modification Attachments: I3802B_Permit Modification 4_07_l7_l8.pdf Follow Up Flag: Follow up Flag Status: Flagged We ran into a couple issues in the field that require us to add some bank stabilization at one site and build up the stream bed at another site. Attached is the permit modification request. If you have any questions or need additional information, let me know. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 336 747 7802 office aeuliss .ncdot.qov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOV�RNOR JUIy 17, 2018 U. S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. James Lastinger NCDOT Division 9 Project Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Request for Modification of 5ection 404 General Permit No. 198200031 and Section 401 Water Quality Certification for the Interstate 85 (I-85) reconstruction, widening, and interchange improvements from north of SR 1308 (Moose Road) to north of the US 29/US 601 Comiector (Exit 68), Rowan County, Division 9. Federal Aid Project No. NHIMF-085-2(78)63, TIP Project No. I-3802B. Reference: Section 404 General Permit No. 198200031 — Action ID No. SAW- 2016-02325, issued November 21, 2016 for I-3802B. Section 401 Water Quality Certification — NCDWR Project No. 20161074 issued November 30, 2016 for I-3802B. Dear Sir: The North Carolina Department of Transportation (NCDOT) requests modification to the exisring General Permit No. 198200031 and associated Water Quality Certificarion for reconstruction, widening, and interchange improvements along I-85 in Rowan County. This project is currently under construction. This modification will result in no changes to wetland impacts previously documented. It will result in 15 linear feet of additional permanent stream fill impacts and 3 linear feet of additional bank stabilization impacts. There will be no change in linear feet of temporary stream impact. The total project impacts include 1,627 linear feet of permanent stream impacts of which 793 linear feet is bank stabilization, 611 linear feet of temporary stream impacts, 0.01 acres of permanent wetland impacts, < 0.01 acres of temporary wetland impacts, and 0.08 acres of hand clearing in wetlands. Previous impact information was provided in the Pre-Construction Notification dated November 1, 2016. Mni(ing Address': NC DEPARTMENT OF TRANSPORTATION DIVISION I 375 SILAS CREEK PARKWAY WWSTON SALCM, NC 27127 Telephone: (336) 896-2330 Fc�x: (33C) 703-6693 Cu.rtrni�er Se�l�ice: I -877-368-4968 Website: www.ncdot.gov Gocution: 375 SILAS CREEK PARKWAY WINSTON SALEM, NC ?71?7 Please see the enclosed revised permit drawings and updated impact summary which highlights the new impacts. Permit Impact Site Modifications Site 26 (Sheet 27A): The 60" RCP outlet extension was constructed per plans; however, actua] stream elevations immediately downstream of the new pipe are lower than indicated on the final survey. The result is a 1.5 foot step-down fi-om outlet of pipe to stream bed level. To remedy this fill material and Class I Rip Ra� will be installed in the channel bed for a length of 15 linear feet in order to stabilize this area. As a result of this change, 15 additional ]inear feet of permanent stream impact will be taken. The previously illustrated bank stabilization impacts will be reduced by 15 linear feet. The new total for permanent stream impact at this site is 25 linear feet. The new total for bank stabilization is 6linear feet. Site 28 (Sheet 27C): Additional bank stabilization is needed upstream of the newly constructed 60" RCP extension at Y19RPC Sta. 21+35. There is an area approximately 25 feet upstream of the new 60" RCP (right bank looking downstream) with unstable, actively eroding banks. Contributing to the bank instabiliry are three trees with exposed root masses. The trees and root masses will be removed and Class I Rip Rap will be extended to permanently stabilize these banks. Bank stabilization will be increased by 18 linear feet for a total of 49 linear feet of bank stabilization at this site. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Amy Euliss at either aeuliss@ncdot.gov or (336) 747-7800. Sincerely, Amy Euliss NCDOT Division 9 Environmental Officer cc: Kelly Seitz, Resident Engineer Phil Suggs, Roadside Environmental Beth Harmon, Division of Mitigation Services Amy Chapman, NCDENR-DWR Dave Wanucha, NCDENR-DWR � � N O � O V T� C ���TTF rc Sh�el '>A For ��nvci��ti��na/ Symro/nqv , �,� � � 0 SR 1308 a � � MOOS�'� RD ��a THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCE55 BEING LIMITED TO INTERCHANGES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF GHINA GROVE. S 1��� J�I'� �1�" ���I��' II---� �C°s�l�' �Ll��s'� �Jl D�����511`�' `.U/� �111��iM1��\�'V'ye�� i19� ROWA1� COU11tTY LOCATION: I-85 FROM 1VORTH OF LANE ST (EXIT 63) TO 1VORTH OF US 29 /601 CONNECTOR I11lTERCHAIIIGE (EXIT 68) TYPE OF WORK: GRADING, DRAINAGE, PAVING, GUARDRAIL, STRUCTURES, � SIGNALS BEGIN TIP PROJECT I-3802B '""""'—""v" L— STA. 773+34.53 —L— STA. 484 + 40.00 SUBMITTED: 07-17-2018 Prepored for tl� Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2016 = 85,90o DIVISI0IV OF HIGHWAYS 50 25 0 50 100 ADT 2040 = 128,300 i000 at.�r, erage nr., naretgh xc, z�cto ��,� ��a� �.� DHV = g% LENGTH ROADWAY TIP PROJECT I-3802B = 5.472 MILES zarz sraxnnno srEcrFicAz7oxs �� ° ( -��Q PLANS ;� � o p.c. D = 55 /o sfcNArunE: � � '� 50 25 0 50 l00 T– 15 %* LENGTH STRUCTURE TIP PROJECT I-38028 = 0.000 MILES RIGHT OF WAY DATE: JONATHAN HENDERSON, P.E. � g rRo�cr sxcrNEEn ROADWAY DESIGN ^���� ��� ` V= 70 MPH FE_B_R_UARY 25� 2016 ��� ��, ENGINEER PROFILE (HORIZONTAL) •(TTST 11% + DUALS 4%) TOTAL LENGTH TIP PROJECT I-3802B = 5.472 MILES ��?���, v����� FUNC CLASS = INTERSTATE LETTING DATE: CALVIN W. MOODY, III, P.E. ��—����� l0 5 0 l0 20 STATEWIDE TIER FEBRUARY 25, 2016 PRo�Ecr DEsrcx ExcrN�R PROFILE (VERTICAL) BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION P'E' S7GNATU7tE: r- 0 m � C.i C' G O — O Z � - � W > L J LY � � r YY W W + �, L ¢� a � u � �G ti "� c a � c. 0 z� � .. w � > � w � � _ Y d 1 L� � °�� REVISIONS �v � REV. 001 O6/16/2017: REVISED GUARDRAIL AT Y19RPA- STA. 10+00, REVISED DIMENSIONS AND NOTES FOR Y19RPD ; ADDED DITCH TO PIPE DRAINAGE STRUCTURE #27109. REV. 003 09/14/2017: DRAINAGE PIPES UPDATED BASED ON ALT PIPE GUIDELINES; REVISED GUAR�RAIL ANCHOR UNIT LABELS; DRAINAGE STRUCTURES 2798 AND 2787 MOVED BASED ON FIELD SURVEY. DRAINAGE STRUCTURE 2799 DELETED. \ 19 , � .�.r�.ri'- . �" �, �///��/ \ ' '/_ /�` `}' . � .., \ \ 1= '\ 1 . / r / / / r _ : J. . . . �� � � PROJECT REFERENCE NO. SHEEf NO. t.( 3�t , , � r� � I-38026 27 SN�'v" ! ��� / ' � i � � � t'�� � /�� / I j'7 �,35 _� /% } ) �` �' FNJ SHEETNO. I � /� �� � �� �. y� 9 '� ' \\ �5 '� ��l / / / � ��t - �y � l ,�h � �' �� �66�� ROADWAY DESIGN HYDRAULIGS S� r �„f� =., � y � / � � / / �� �' ENGINEER ENGINEER � \ 1 \�� // `;�':;r'.' � � � — / � / � J�� 1 \ �„ / � / � �7b6 � / HDR Engineenng, Inc. of the Carolinas 50 � / � / � �� �,1 0; � � � r - � � _ � ; , 555 Fayetleville SL Smte 90� Raleigh, N.0 27fi01 \ � � ' 1 �/�� � `I / , � / ��� N.C.B.ELS. License Number. 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'� P R � �� / CP ,. [ST. 3 TONS � `� � � � � 1.. C �� ��� 2�.: �- �\ ''�` G � � / i- -' - CL45S'I'RI AP /t �� �1E CSP � . F HW _ F' ^ �EEL- -- / -- � CLASS 'I' RIP RAP �� EST. 57 TONS O �L - (� 0 $Y GEO-TEXTILE- � _ - - - - -- _ _ F � \.a - \ ' . � . �1 '� L ` � - ` � '�\ � -l� W; LBOW � � S �`' E �� JS�_ � � \ � � � � _/ _� IN CNANNEL BED \� 104 SY GEO-TE%TILE / N �� I� _� . � . � _ -- W - -� �_o,. \ �' � � - SEE DETAIL'EE' �,.\� _'' ,.. . � � \� -_...�,.�5 _ '_ __ �. W �,ec- � � _ � _ .� � � � � u cse I HW JB W/MH ._ / � � �' � � -� � � - � \ERAL 'V' �ITCH ��� � j5 �- �- W'ElBOWS DROP BOx .�F � � � -' / .. � \ - � \ � � �` ENERGV DISSIPATOR BASIN -� .�� F -_ `5EL ��--- �J ��� U+TERAL BASE DITCH i... F 2A" RCP-IIj � _ ..� , 2GI � SEE DEFAIL 'N' C SP SEIE DETAIL I1CH � SEE DETAIL 'Ti' SHEET 2D 3 . , . ��. G -- W/C1A55 8 RIP RAP N \ � ` 4 60' RCP-III J � 2GI \\\ W�FG �� STAN�ARb V' DITCH i G� \� G � `�9L -� � SEE DETAII P' � �- � �� � ` SPECIAL CU� DITCH m '" �' � �- � . COLU+R - � I � \ SEE DETAIL'H' � W �� �-.��' � � � . - .___ � - EST.46 TONS . ....., C - : SEE DETAIL K' � \ � IAIERAL Y' DIiCH ' R _ N .. � �. . � 702 SY GEOTEXTILE � , REM'�V I � \ \ . � �� '. \ � � 1 \ N � �— R�° �� S E E S H E ET 2 7�— —�� �,5 \; � � � � } oE To } �.� J - 1� W�MH 0. -R'NC1 L � DRAIN \ ��� S�IL'N' - � W -- - � � _ CAT-1 F I � 8 � GRAD I \ f � j`� � � � �.-_ � � � � � ' _ _ - _ _ _ E TO DRA N � � — — — — — — — � =� � r c � � i � Q 0 � � c i \ /c , � - � - - _ \ _ r � � 3 0' R C P- I I I �. �.. � � - � _ _ _ � - _ _ _ 2GI W FG � i � " _ _ _.�- . _ _ . - _ _ � � � ' . ' �,:n . 1 � � ' -/ O _ - __ _ - . . q. �� � . -' . .. - - - ���� .. F __._._---_� _ - _ \ W�FG �\ � � -� =r�-'_' -.'_'_- - I. „ + _ _ - - ._. __ EA,�q, \ F O ' F� 15,,. \ � .. ._:�. _:"� '. _ ��,. `- � -_ - - - _ - __ _�_ �.. -._ r / �HfJA GROVE �li�_ L 41�i-=-__ _ .. _` - - F I _ _ _ _ _ � � . _ _ _ - � \ - _ _ ._ - _ i � ' N � T --- - -- - - -- - . SPECIAL CUT DITCH O / � 2GI \ : 2GI -- - � � \- � � O 1� � . . .• w C \ i � � - - - _ _ _ . SEE DEtAIL 'F' F � � � W/FG � � �� � Wi'FG . , � 1 1 1 _ _ _ _ - - I , / I _ / i - _ - - � i' _ � . � .. . . .. _ . ..� . . � - . . = � ' ' � i � � � � 2GIID7 � � ,� _ _ . .. SEE CROSS SECTIONS FOR . . . - - _ _ .. . _. .. _ -_ ___ . . - . . � 2GI�OJ �� ' - ' � - - - ' RETnIN DI � � C � �- - - - - - REMOVE DI '. \ `�, ' TYPE � � + . N' �_ +28 CAT 7 \ DITCH BACK SIOPE GRADE$ AND � � .'�4„ �... . ... - � . .. � � �-. �. . .- . �r . RFTq�N FS CONV. �ITO �GI NPE�. ,'�77 TYPE 18" RCP-III GREU,TL-3, +31 Of-FSET TO PROPOSED RIOGE . _ . .. N -i , � TB 2GI . .. .- ._ - -- � _ � _ _ _ i W.�FG �77 ' -L- STA.7 - 7171 00 � � ' - _ _ - - - -..__ -. _ - : _ _ _ _ - - RETAIN :i RCP-lll REMOVE � . . .. -_ _ _ _ . � . > . . _ _ _ � . _ _ _ � �. �'� 1B WiMH ., _ - 8-77 _ ' _ _ _ _ _ . - - - --- � 0 13 F 50 � � , Q 24^ RCP-.III . _. _ - . _ -... _ .. �-----_-_ . _ _ _ - _ _ _ . _ . - - - - _ _ - - _ . _ - T�1B wM1H - _ _ - _ _ - _ _ _ _ . _ . . _ - - _ _ _ . _ . _ . ? � TB 2GI � .. � . ._ _ . . _ RE_ E _ _ wMH . _ _ . . . - _ _ . - _ _ . . . ..___ _ _ _ _ _ _ ' _ . _ _ (/� - - REMOVE DI . . . . w . _ 9�' - . . _ . _ _ _ - _ . _ _ _ _ _ - - - _ . . - _ _�B _ \ C 78' _ _ . - _ _ - _ _ _ _ - - _ - . . . _ - -- �.�o 'F _ - _ _ _ - ' -- �` TB 2GI 75" RCP- .. 9 _ /_ _ -- - - MOv � 18 ' O . f - _ _ _ - . _ -_ -- - m �,� - _ _ _ waMH _ . - . _ - _ _ _ _ - _ _ - . � � . ._ _ _ �- III 76 2GI - - - _ _ _ _ _ �_ . _ _ - . D . _ _ _ _ - _ _ . . REMOVE DI � \ - _ - - _ -- - _ . _ . _ - _ - . .. � _ - _ _ _ _ - _ � - �W SlA�6 2GI 15„ , _ - . - . - - . . _ ' J --- -.. rA*� -,- � ___ TB 2GI ... .. -_- - .-- _ __ . . _ - _ _ �� _ -_ -- _ _ . - __-_ .., \ . . _ __- -- __- _ _ _ _ _ - _ _ - _ ..._ -__= T6 2GI _ . ^ .. _ . -- � _. .RCP..III (V , - - - __ ._ . - . - .15 RC _ _ . _ - - - _ _ _ _ - - CP II _ _ __ - _ Z I - _.__ _ .. . ��.�..RCP-III - ��' -- _ - . T� 2GI ' _ . - - _ _ - _ .. _ - _ . _ _ . _ _ _ �,.'RTB 2GI � W . _ ___ - - . .__ : .. . P.EMOVE DI 8 2GI � _ _ - - _ - _ .. 9/ TB 2GI - _ _ _ - .. - - � . _ \ � �, Td '1GI 15" RCP III � Z - �___ _ __ _ . - . T�1GI -.i-�. Q 18" RCP-.111 � - \ P-III TB 2G1 REM '� TB 2GI . � SPECIAL CUT DITCH �+0�� GREU, iL� �. .. . . ' - - e -�- _ TB 2Gi - � � OVE DI - - � _ - _ - RETAIN - --- -� _ � � _ - - 5.. RCP-III - . _ --- - - - - - _- - - � � � � . . • .] - . - -- _ � 15" RCP-III� - _ ._ . � ��. . , TB 2G1 - - m _ _ _ _ _ _ - _ _ J SEE DFTAIL G' � . . � ._ . - . REMOVE DI Tg ZG� - � _ . - - _ _ _ _ N : C � � REMOVF DI ...2GIiDi .. -. '�:'� ' . � �F - . _ TB 2GI '� \ _ _ _ __ _ _ _ . - _ _ - - _ _ � � q+� -- �, _ ' REMOVE DI TB 2GI _ -� - T6 2GI REMOVE DI _ _ - - - - - _ - - - - ' \ _ � COLL4R AN� EXTEND FS � +O�,CAT_i - . ' �� - 15" RCP III -ryp. . - _ -- - - - _ _ . � \ - - _ - - _ - - _ _ - _ - _ _ _ - - - - J REMO�E DI _ _ U `_� - - _ - - - - ,� _ — _ -- _ �` _ � — - � ' � .. � � � REMOVE�.. 18" CSP - . - .. _ _ _ _ - � _ �\�� . 3 � _ _ _ _ _ _ _ _ - - - . _ _ _ _ _ _ Q � .. f . _ - _ - - . _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ -Pi'.. �- _ _ _ _ _ - _ _ _ _ - - _ _ - _ _ - . � ' � _ - �L60W5 SPEC'�AL CUT DITCH - � �� SPECIAL CUT DITCH � - - _ . _ - - _ �g' W-5�qg , W WE � � � SEE DETAIL 'G' � _ - ' SEE DFfAIL 'F' r- - _ - _ � - - - - _ - - - - - - 2GI � � � .. . .- .. . BDO � f y � _ - - � � _ _ _ JB W-MH IS RCP Iil � - - - � - - - 2GI A EMOVE DI - 3p., f5 � � � � . Y � Z } � .� ,. . - � �� F� � _ � . - - . .18 W.'MH � . - _ I ) RCP--III . 2-l" RCP-III � i . , ` � _ I � F -" \ \ sfl" . . -30" - - REMOVE DI . REMOVE � . � � � - _ , _. . � ' . - . _ .J�.. 30" . . � WiELBOWS � � - _ - - - . I \-. . � '� . � \ FS -.REMOV. � 24' CSP � `� � / / 2' BASE BERM DITCH � \ FS \ 2GI W�"FG .� � JO W-MH 30' - _ � � ..- I � +05, GREU, TL-3 �`� . �, � CP,/// 2GI,A � 2GI A �. ` I J ' ,J � ` � - . ... .�... RCP-III . '.-.B-77 NPE . � I I ,.- 3�" . .� / I . W.'CIA55 'B' RIP RAP r �� ' � 16 WSLi16/ BDO .. __ _ � _ 2GI�DI � TYPE R � f EST.20 TONS BERM DITCH . , C '� \ 44 SY GEOTEXTILE - � _ � ' SEE DETAIL 'A' 18" CSP � � � . � B � . . .. - ' ' RC - - .. _ . _ . _ _ _ _ . _ - � --- - - '. ..- � - � 1 SEE DETAIL'D' ��' I,. �� �' ! � \ � • &77 REMOVE � � � P III � ` \ � . � � . .. . � W,'ELBOWS \ l`' SlS-- �-���_ � � \ 2GI � ZfG `/ .. ., . �� SPECI I NT DI?�H - � ., _ __ / \ w: � _ . - . �... � �C � SEE DC-TAI. '(,� . \ ._.l ' %�� . - � F W�FG � : -. � .. , . . ._-' . � . . .. . . � _ _ - - __ �... \ � � � ' 75" . '� .j� s _ ' ; %' �IfiG - i _ } SPECIAL CUT DITCH � C / _ - _ � _ .�_ .;. . _ \ � � .. � .� , . � : ^ , � . � ". \ _ . _ _ - - . - _ _ � SEE DETAII H _ _ . . --_ �� � ' , :' . � � .. � \ �...__`\ -� 4'STANDARD BASE DITCH �,1 15„ 2Gt � -��-- - .- - - � . �. a�- - - - - - � ... . . �� � _ � 1\ / � . .�ai , `\ � aj � '� I �...- --- - �' �-` � ' � ' - . W.'CLA55 B' RIP-RAP 18' .�� '-- -.`.�- �.. : . � - �- - - - / . � . SPECIAL CUT DITCH _ � / I I / / I � \ � -,` � / - / . . 7 9SEE DETAIL'BITCH '.-_:.-. . :',._: _ ... � ,B�O . \ \ \ � E E � H E ET 2 7 � . 'JS\JS��.._, .. _ � �S �' - . . . _ .. - _ _ _ � � `/ . . . BERM DITCH � - / \ ,fC" -II VV.FG `� _ � - / / SEE DE7All H � �V / / _ .� 80 SY GEOTEXTILE 5P j - SEE D / _ ~L9[ J 7 ' J ... - 5�53 TONSP RAP N� O 2GI F"- ��' ETAIL 'A' `��k. / I 1 i l- � �ff /1 � 1 � . - -" \ � �\ \ \ � \ \ 1S_�_ SEE DETAIL 'Jl' �8'IE � W FG . / �� � 7 � 2GI�A1 Zq. 2GI A / �� �\ . - 5-.. �' / � �9t� I � � � � � \ \ \ � � ti0 SY GEO-TEXTILE - �. � / / C / ( ' / / . \ �� -� � / � / /r �-i a� ,. � � ` Fseean� / � �_ . PUE . . r I k . \ �ANK SfABLIZAiION \ / / � � � _ - \ ��, / �bg�� / �.\ \ / ,� . � - '� -.. . 2' BASE BERM DITCH - � � � � CSnSS 'IT P.IP IiAV \ ' .. /C NT DITCH �p - =- � � \\\ / / / / - � \ � ?i SY GEO-TEXTILE 60" RCP-111 � � / � . ��` / / �r ' � � ' � SEE DEIAIL 'B' / 40 ONS SEE DETAIL 'H' C C�{O PUE � E � � 0C[� >EE DEfAIL 'EE' � � BPe- � \ l / r � __ �' � � / �/ � f - � \ \ \ ' � � "/ � � \ _ / � \ $TAS DADEfAIL HTCH . .. . W ELBOWS BDO � � / - PUE - ... . . ` � ' ;\ J / �ICG �_ � � � � \\\ ' � / � ( � ' � � \ � �. ,. \. ..,.,. \ ...., ..., COLLAR AND EXTEND � . . I \ � / / " PUE - � : �� �" - - \z iQ8 - � / � \\ � /' � \ � � � ,�j �/ �- {] , / L�' - -' \ \ ` � ` � \ \' / `^ G m � BERM DITC / 2' BASE BERM DITCH _.- �� � l� � � � / �_ �- � ��� � I` 1 � � 1 \ � \ \ \ % � r \ �_\ . \ .. �... ,,, .., f ) \ / / .. � / SEE DETAIL 'B' / _ 9,, ,i� '__ � '�� � . / �- . �, � ' , ' \\ � � 1 ' ` ` (/ / �� �\\ \ �[ � J 1 \ � /� � � R�, �Z I / 35 \ 2GI FS ETAIL'A' / /PU� �\`� /\_ �J �/ \ 0e�- . .` I / � � � 9LL= -\ � � � \ \� C ` � /' � - _ � .. BERM DITCH .. - � � T�� G �G \ - . , F 35 k� \x ftEMOVE DI 18" CSP SE/ / VE .' _ _ � - �@06[ � \\ / /�/��/�/_ L ' . I " � � � 1 � � � � \ � � >- SEE DEfAII 'A' ` � \ PG F � / P 8 - � \ �_� -- , " ` - � f � w e =_�c T i i , - ,_ ` / � � � �-- 1 m �LLL� �_ _- \� � � \ \ \ � I / � \ e 1 J � I - - i i \ L J J . r"BtL \ .1 � / � \ 9 g�� .' � 78" RCP�II \ ,\ I .�'-_- G� . / / / � � . . / � � 08 �.� � C \ � j 1 .`. -.... - ....., \ ' LBOWS � _ . /� `� . � / � -� � \ � �� I � / � . .. �bLL�` \ \ \_ / I \ D I � � \ \�g� \ X/ - \- � - �\ \. ' .�� . � ' SEERDETDAILCA' �� . / � � � _ _-I0B - \. . . -.. . ,; � \� \ � � � I �\ �\\ ( `� �`\� �<< �/ �� �� \ \�- \� I � \� I i, — �/ /Q � // / ���ze&�`/\�+i�\� I � � �'1 m I i / � s r.. � �- � i �� � � �� � soo U � / _- _ / .� , r-� �.� � � � � � ��. � �� � � `1 1 � � � \ ��;� _J/ z %_ ��� , �� . \o , �\ � i� �� PE 1 / / � ---�� � � is ; � � I _ . �, _ � \ \ / ` \ � ��� � � ' �. i / � 2A � _ � ' - CLA55 'B RIP RAP ...,.� .....� �- _. _ _ - _ _ _ I .. / / v /I / / / � a/ . __ 'z � // i 1 � � 1 � ` .��� � � � -_ -�Br � � / ' EST 3 TONS \ �O . \ _. F - J n n� PU� j r/ // �� / / / / / � 0 � � - � \ �� ,. ,_ _ . . _ ._ / ` I: - / 1 _ � 70 SY GEO-TEXTILE � I - / � � � �� � �_ � __ . -.�... - � .., \.O�v . __ _ . ._ .y REMo.,: � / � / /� / / � i---�-' �/ ? .i g� / � � I � _ - � � � _ - - _ . . �\ - _ _ _ _ - . ;%. � /c 6ERM oircH- pUE _ � V�/ . .� � / � / / � - - � .. ` -- 1 ,� � � pp � � .: _ . � \ S[E DETAIL 'A' � � � �_ _ C � � � � ... � , � ' _� _ � � _ � � `_z �� I 1 � � � � — � � �i � � `sa� — — � T- , � \ \ � \` ` \� `s„ w �«��.,� z \�_� � _ —__ ___—=� REM���F � �ox$ P�E � \ �c / � � � � � � s r i � � � � i � i � � � � — _ —�oe— — � �� - - / % - � �o,_ l ` \ 4� sAse Lni EeA� �TCH --------- -- � 'i � ( // \ 6� / HI1 • - . _ rl5 / / � � / . / / . . � /-� \ \ W'CLASS '�' R.IP ftAP TOc PROTEGIIGN 18' � - � j' � . / � � \ / . . . I / yp6 �i / / /RQB j � - - /' J / -' j. / �� � \ \ \ \ � � E57 50 i0 IB W.SIA6 _ _ -- - � /\ � � yqL � / � � \ \ \ \ 120 SY GEOTE TILE SEE DETAIL QC1 �. R"r.v,OVE NW . - �� � / � \ / � � . . - . - / . SPECIAL CUT DITCH / � / / ~- I ��_ .\ � \ �� �� SEE OETAIL' ' . . �`� . . I . S TAIL H JW ob` � / � / / / . ' . _ _ . � EE DE � . � �7 \ _ / _ � � \ � � \� \... F . . . .2 . 2C•I I � 78 f5�` I . d .'_- �' �- �. - l\ \ / / / / � 0�� / / �/ / _ � . , -_ ' . . . -fi 89���a. � � \\ � .. .. . .. wf- WFG wFG �, �'', RCP_III . , \ �� ~/ � / / ///� �/ �/ / /" „ . � � � � , . . �.: . gl� \ � \ \ \ ., . � .. C o.P�A l, p _ I I . �. �� ` _� � i � � � �96 56[ / / / � J � / // // 90 / / \ � �`�I 1\ I - �'- _ � � Z� I . � � - ,/ �cb�'1 �. � °0 / / / . .. -9bL\ � � � \\ \ \ � 1 1� I I \� � \ \ \ HY/ � / \ ' . \ . . \ -� / / � / / / ti / / '" DETAIL EE Svecin� �- �' - � � � �e� � / / � � � �ib-°� % a DETAIL �0 DETAIL SS \ � � � �\ ` ) 1� � � ` \ � \ _ \ �cur �ircH ,� - � � -t L ` �' / / -v �� / �// e� %,b°% BANK STABILIZATION AT pf�p �j�N RIP RAP EXISTING DITCH - `\ � '�/'� � � SEE..DETAII'H' J ^ \ - / -b61 � �- � � �,� � � /� y��/j / / a' IURISDICTIONAL STREAM �Not to Scaie� IN��+a s�ary � �� � ' . I ^ .. . � �"� ���. PREFORMED SCOUR - 4 � �- v � � s � �_ ��0, � :0 5�oie1 �\ � :. I I � � .. HOLE DATA . \ � _00gi- _. \ / � /� 9i j /� / // � � „ _ , � _ _ _-�� � ��� - � � � 1 � PERMIT DRAWINGS �ao�,a, ��,�,o� / � � � � l � 1 � � NATURAL BED INoI �O �Q. FIII r un \ � Ground l PSH �� Z'� \ '� � �100 ! ELEVATION Nd1u�Ol Z�' jt SIOpC � 0 .� � �- / / /Q C Grountl �.P � � _ - � � \ \ ` �- BPNK STABLIZATION SEE DETAIL � F \ \ „ p� � � � ,�ZO$- - � \ / // �•a�pl G o�n � � e � c T-' � . . 45 ESY GEO-OTEXTILE � � - �" � . � � / � � + 1.5� tl iaDrlc _l�t�' \� '. l � S I TE 2 8 :N;✓S -- -SHEET 215 ' \ � . . / - � � � �8�3 / � �_ � � .� ��/ � I _ I � � � � \ .. -_ _ _ /. - � �.. ,. I � filter G`�p1 `� ' --g6L �_ � \ 12 � I ` _ SEE DETAIL 'EE' � y Q � \ ' \ � �� _ i� / � � _ . . , ' �� SHEET OF J d= �Ft. \ . UGEOTEMILE MQ\ I"ly��� L I a STA. 42+89 -Y19- LT FROM STA. 20+50 -Y19RPG TO B R�p-Rap Type of L ner- Class Type ol �ner CL I Rp-Rap TYDe of L�ner= CIp55 B Rip-Ra0 STA. 21 '� 13 -Y19RPA- RT ^-�� \\ \ � � STA 704 F 95 L LT �� � = sTn na oa L RT srA. zz+�3 -neaPc- ar �\ I� % \ � DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED + STA.22+73 -Y19RPC- RT L E G E N D• �� �\\\ I\\\\ S E E S H E ET �/ C `�i, C� � � SEE SHEEfS 54, 55, 56 FOR L- PROFILE � � , ��e�� \ \ � \ \ �� ( � `�I�1� � : \ 9 SEE SHEET 61 FOR -Y19EB- PROFILE IOCATION: � � \ � � 1 ( \���� ��s''' �` �_ /� � 'II � SEE SHEET 61 FOR -Y19W6- PROFILE ` 1\ \�� /� �' G G SEE SHEET 62 FOR -Y19- PROFILE � DENOTES IMPACTS IN \ � � I L1 \�II11\ (� "ij : ,\ -- � .� � � � ��� \., �������� �\ \�\ i � ' 4 '�JO SEE SHEET 64 FOR -Y79RA1- PROFILE SURFACE WATER � ������ ��111111�`����� /� \ �\\\�\\\\\\\\\\\\\\\\\\\\\\\ \\ \ / \ �`�Ok �O SEE SHEET 64 FOR Y19RA2- PROFILE G` " 3 k SEE SHEET 64 FOR -Y19RA3- PROFILE TIP NO.: COUNTI': _ � � 1 I I � III( �/ � ��\� �������\\\\\\\\\\\\\\\\\\\�� �\ ' " � '�P' �JO SEE SHEET 65 FOR -Y19RPA- PROFILE DENOTES TEMPORARY �� �)lI/I� � � � �i � \\\\ ����\\\\\����������\\\\\' I�s` l x � � S .� 3 IMPACTS IN SURFACE WATER '�. ��� �� �� � g `f q�Q GS��G� � DESIGNED BY: SEE SHEET 65 FOR -Y19RP6- PROFILE GRAPHIC SCALE ��1 f -` \ \`'� \' \` \\\\\\\�1'' I I N /` 1�� ` 7� SEE SHEET 28-4, 26-5 FOR ROUN FOROU T NT RSECTRON4 DEOTAILS �I_� `I � lo � O CHECKED BY: DATE: � � � � � �,;; � , � � � .' �, A\\� � � � �.V A��� �n � _ 50 25 0 5 II �� S�' PLANS LEGEND: �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ZS O Z�J SO LA N� PROJECT REFERENCE NO. SHEET NO. �'-�7 � I-3802B 27A GRAPHIC SCALE RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER HDR Engineering, Inc. of the Carolinas � � 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 \� ^ O N.C.B.E.L.S. License Number. F-0116 IN�����Il[��I,� E 1PIL,.�N.si . . � . � . i - "�j' DO NOT I�9E POR 2/W .4fQ1'ISITION ✓ U� `� S ITE 2 6 ``� �`n� .,/� �, � � � � � � , �/ 1 � � , ; � �oo� BANK_ S�ABLIZATION S � � '` � �� � �LASS 'I' RIP RAP � ���-� � / ! ��� 5� CLASS 'I' RIP RAP �1� � EST. 57 TONS � / �. �7P0 IN CHANNEL BED \\ ' 104 SY GEO-TEXTILE �� � � SEE DETAIL 'EE' � � � JB W/MH � � 15" CSP HW DROP BOX ��� W/ELBOWS 24" RCP-III � � � � ' F - ;, � � � / COLLAR — � 30" � 60" RCP-III-J RCP-I / JB W/MH Cp�T_l _ 2G __---� 15" �G �--- 2G1 WiFG _ � -� _ \ � „ RFT '`� q�i� \ - — — — ���— _ � SPECIAL CUT DITCH - - — _ _ — — - -- - � SEE DETAIL 'F' � � � � � � � RETAI N w — � — � - ua � – � / � 15'" RCP-III _ TB 2G1 15" RCP-III TB 2G1 - - TB 2G1 _ _ _ _ -_ _ _ - _ _ - SPECIAL CUT DITCH ��� SEE DETAIL 'F' _� _- I� ��,� -- � _ � � _ ` �.� I -_ - _ � �` � - � �-�i �. I \ � �. ` eYji7 _' � ��' ��...., � \\ � `��..� _ ��; � _���� ,L CUT DITC\ ' I �- ` ` _,_ J M ` DETAIL 'G' � � � � \ ` __� - : , ` �; �O � � c DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWINGS SHEET OF LEGEND: �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER __-- JS; 8 S EY ETA�ILE JJILE ; \ �� �, �:,._��� - �� C F \ �,/ ,_, � _ t ,' , ' �a��\ S -�_, � /� � � \ _ CLASS 'B' RIP RAP �`N � EST. 3 TONS �/ BANK STABLIZATION � 10_ $Y GEO-TEXTILE _ � / CLASS 'I' RIP RAP � �' \ � / EST. 40 TONS \ - � 75 SY GEO-TEXTILE 60" RCP-III �� STANDARD 'V' DITCH � SEE DETAIL 'EE' �� SEE DETAIL ',K" __ I COLLAR AND EXTEND � � " � : � � �� �ITCH -�P TOE PROTEGTIO� I SEE DETAIL QQ :TILE � ' � - � J' � � ' `\ _ _ F — � --� —� � � � �—� � � C � ��� �� ��'� q �_ � � � _ \ \ � � � `� —__`��\ �\ \ � � ,. �,—_ �� � \ \ \ \ l I �� � �` � \\ 1I Iljl�lli� _����� �� �\ 1 1 I I I I 1/ 1/l!l l l; i � � 1 I I! 1 1 ���� \�� ///" � �-�,:,���� � \ �- �- , 9° _ i / � % �. ���\\�` \� � _ �F _ " / =. �c''`� � � �� � � -� � _ - �.�-�-s=;-r / ,„ �\\ - Z �_ - ' _ � � F �� _� - -t� .._ �,J-�z''�i ` -- ` �_' ' _— -� ayL = �o � / � �?*�; . ` C` ' - — �—��L_= _ \ :.� `� _L�1� � � ' _ — _ � �`��' \ � � �� — \� -������- � — _. �, ' ` —� `� �= � :. - � _ _ ' — _ — _ � - x�O � �� �`� �� �a,.B D O � - L`�-� �i��� /'� ' � _ ��__,� \�� I �---� ��, � _ , � � � _ ��`` � F �_____ �� \\`��� _ — — — �� 24„ CSp � � `'`'/�(g�Ws Z i — � \ \ ^� \\ i� \\ -�. �� � SITE 28 JB W/SLAB � � REMOVE HW BANK STABLIZATION EST. 24 TONS 45 SY GEO-TEXTILE SEE DETAIL 'EE' �� �cA � ��... \,,� , HW 18" _ _ �` 2 G ._ WiF � ---_ �' PSH � SEE DETAIL � �� SHEET 2D-:: � - � J' ✓S _-� — __-15- � �� LANE �1� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 ti��� ^I S�S — y �p,0 PROJECT REFERENCE NO. SHEET NO. I-3802B 27C RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC���1�IL� IE 1PIL�N� DO NOT I�9E POR 2/W .4fQ1'ISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 25 0 25 50 I GRAPHIC SCALE PERMIT DRAWINGS SHEET OF WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) 1 495+60 -L-LT BANK STABILIZATION < 0.01 < 0.01 24 10 2 513+02 -L- RT 48" RCP < 0.01 < 0.01 11 27 2 513+02 -L- LT BANK STABILIZATION < 0.01 25 3 521+12 -L- BANK STABILIZATION 0.02 < 0.01 60 20 4 525+41 to 531+21 -L- RT ROADWAY FILL 0.08 5 534+72 -L- LT 36" RCP < 0.01 < 0.01 6 536+57 -L- LT/RT CULVERT REMOVAL 0.03 40 7 554+10 - 554+35-L- LT BANK STABILIZATION < 0.01 < 0.01 11 10 8 560+02 -L- RT ROADWAY FILL < 0.01 9 571+62 -L- Exist. 42" RCP / 48" B&J < 0.01 < 0.01 < 0.01 < 0.01 23 10 10 577+06 -L- LT BANK STABILIZATION < 0.01 < 0.01 < 0.01 19 10 11 ** 584+60 -L- LT BANK STABILIZATION 12 592+80 -L- RT ROADWAY FILL < 0.01 < 0.01 13 591+60 -L- LT BANK STABILIZATION < 0.01 < 0.01 22 10 14 597+15 -L- LT BANK STABILIZATION < 0.01 < 0.01 10 10 15 602+41 -L- LT BANK STABILIZATION < 0.01 < 0.01 12 10 16 614+30 -L- LT BANK STABILIZATION (SJ) < 0.01 < 0.01 30 10 16 634+07 -L- RT 48" RCP (SJH) < 0.01 < 0.01 9 10 17 634+07 -L- BANK STABILIZATION (SJJ) < 0.01 < 0.01 24 20 18 639+60 -L- LT BANK STABILIZATION < 0.01 < 0.01 18 10 18A 637+25 -L- BANK STABILIZATION < 0.01 < 0.01 65 15 18B 24+00 -Y17- BANK STABILIZATION < 0.01 < 0.01 50 10 TOTALS*: < 0.01 < 0.01 0.02 0.08 0.07 0.06 413 232 *Rounded totals are sum of actual impacts **Culvert extension needed in I-3804, see Site 4 In I-3804 permits for impacts NOTES: -Site 6 culvert removal will daylight 132' LF of stream SI. Revised 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) 19 645+39 -L- LT BANK STABILIZATION < 0.01 < 0.01 13 10 20 654+55 -L- LT BANK STABILIZATION < 0.01 < 0.01 14 10 21 662+88 -L- 30" RCP < 0.01 < 0.01 40 20 21 662+29 -L- LT BANK STABILIZATION < 0.01 10 22 668+50 -L- 48" RCP < 0.01 < 0.01 55 24 22 667+10 -L- LT BANK STABILIZATION < 0.01 30 23 673+19 -L- LT BANK STABILIZATION < 0.01 < 0.01 7 10 24 676+00 -L- LT BANK STABILIZATION < 0.01 < 0.01 14 10 25 682+05 -L- LT BANK STABILIZATION < 0.01 < 0.01 12 10 26 706+38 -L- 60" RCP EXTENSION < 0.01 < 0.01 25 20 26 704+98 -L- LT BANK STABILIZATION < 0.01 6 27 42+15 -Y19- 7'x7' RCBC EXTENSION 0.02 < 0.01 87 20 27 42+86 -Y19- LT BANK STABILIZATION < 0.01 32 28 21+35 -Y19RPC- 60" RCP EXTENSION 0.03 < 0.01 153 20 28 21+35 -Y19RPC- BANK STABILIZATION < 0.01 49 29 21+32 -Y19RPA- RT BANK STABILIZATION < 0.01 < 0.01 15 10 30 730+66 -L- 36" RCP-EXTENSION < 0.01 < 0.01 4 23 30 730+66 -L- LT BANK STABILIZATION < 0.01 21 30 733+62 -L- RT 15" RCP EXTENSION < 0.01 < 0.01 5 10 31 744+00 -L- LT BANK STABILIZATION < 0.01 < 0.01 12 10 31 738+23 to 743+38 -L- LT DAYLIGHTED STREAM < 0.01 39 32 61 +09to 62+00 -Y30- LT ROADWAY 0.01 0.02 TOTALS*: 0.01 0.02 0.10 0.03 604 246 0 *Rounded totals are sum of actual impacts NOTES: -Site 31 culvert removal will daylight 483' LF of stream SKM. Revised 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) 33 758+85 -L- RT 54" RCP < 0.01 < 0.01 14 10 33 760+00 -L- RT 36" RCP REMOVAL 0.02 30 33 758+85 -L- RT BANK STABILIZATION < 0.01 15 34 26+58 -Y19WB- 30" RCP-III 0.02 < 0.01 93 20 34 26+58 -Y19WB- LT BANK STABILIZATION < 0.01 21 35 18+23 -Y30- 36" RCP-IV 0.01 < 0.01 186 30 35 18+23 -Y30- RT BANK STABILIZATION < 0.01 16 36 20+01 -Y30- RT 30" RCP 0.03 < 0.01 113 18 36 20+01 -Y30- RT BANK STABILIZATION < 0.01 13 37 33+96 -Y30- RT BANK STABILIZATION < 0.01 < 0.01 21 10 38 40+38 -Y30- RT STANDARD BASE DITCH < 0.01 16 39 20+39 -Y16- BANK STABILIZATION 0.01 < 0.01 102 15 Subtotal Sheet 1 < 0.01 < 0.01 0.02 0.08 0.07 0.06 413 232 Subtotal Sheet 2 0.00 0.00 0.01 0.02 0.10 0.03 604 246 TOTALS*: Project Totals < 0.01 < 0.01 0.01 0.03 0.08 0.25 0.12 1627 611 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24