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HomeMy WebLinkAbout20190383 Ver 1_R-1015 Revised Individual Craven April 2 2019_20190402'"��E STATEoF `'�, y�.: u� wvxni� ti :. � ''., :,�� ��r �11y . f � � y Li c � ,�`-,' �� F� � r , +� �� `��-: :a ..,y � a�. +'•;a�l� +mnnR> � y .. ��.wvio�°'� , STATE OF NORTH CAROLINA DEPAR`TMENT OF T�ZANSPORTATION ROY COOPER GovE�rroR Apri12, 2019 US Army Corps of Engineers 2407 West Sth Street Washington, North Carolina 27889-1000 Attention: Mr. Tom Steffens NCDOT Coordinator Dear Sir: J�vtEs H. TROGDON, III SECRETARY Subject: Revised Application for Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed Havelock Bypass in Craven County. TIP No. R-1015. WBS 34360.1.2 The North Carolina Department of Transportation (NCDOT) applied for Section 404 CWA authorization to construct a new US 70 bypass of Havelock, North Carolina in Craven County on November 20, 2018. The purpose of this letter is to provide modified permit drawings that better depict NCDOT's adherence with clearing requirements between Stations 338+00 to 393+00, in compliance with project commitments in the Havelock Bypass Final EIS (July 2016, Sheet 4 of 7). Enclosed you will find revised permit drawings for the area between stations 338+00 to 393+00. This affects permit sites 26, 27, 28A, 28B, 29, 30, and 31. The mechanized clearing shown at those sites has been changed to hand clearing. This coincides with the clearing restrictions already indicated in the erosion control plans. Revised summary sheets are also enclosed, which show the shift of 0.6 acre of wetlands clearing impacts at the affected sites from the mechanized land clearing column to the hand clearing column. As a result, the Department will reduce the proposed compensatory mitigation to correspond with this reduction in permanent impacts. A copy of the latest NC Division of Mitigation Services acceptance letter forthcoming. A copy of this revised application and its distribution list will be posted on the NCDOT website at: https://xfer.services.ncdot. 7�ov/pdea/PermA�ps/ Thank you for your assistance with this project. If you have any questions or need additional information, please contact Gordon Cashin at gcashin@ncdot.gov or (919) 707-6107. . Si cerely, � ���� � �j �/ Philip S. Harris III, P.E,, C.P.M., Unit Head Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List Mailing Address: Telephone: (919) 707-6000 NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 ENVIRONMENT ANALYSIS UIVIT Customer Service: 1-877-368-4968 1598 M,�, SERv�CE CEN�R Website: www.ncdOt.gOv Rni,EiGx NC 27699-1598 Location: 1000 BIItCH RIDGE D1uvE RAI,EIGH NC 2%f)1 � � r O N � � \ � � � � ■ � � � v J 0 � � ., � V W O � � � � _ _ � • . . i � _ _ . i I I ' V/ I II `�I' �\ ` � \ ������ • � � � � -. .� r���)� � �� . .. ���r � �� �. . l,/ � , ���1'I���� �AT�;� �� �� �,,��, �� �'���� \ 4 ; ���ri � 4�l� ���� O ��•tj���� ;��r � �`i, � �. �� �•, ��,�,_.��. `\\ �� l_, _ S��r� V lCINIT Y MAP -L - ST A 32 f80.83 BEGIN T lP PROJECT R-l0/5 GIN BRIDGE SBL F� - STA. 169+56.21 ��'�7'�pj SIT END BRIDGE SBL C''N � -L- STA. 740+25.23 RF�F ooinr_o coi ITF R � 4. 10+87 )GE NBL �. 10+3C �i I L- STA. 136+62.47 �SITE 6 ATLANTIC AND EASi CAROLINA RAILROAD � -RR EY1- 1� -� ��SITE 3 .�GC` \ F SITE 1 �, Z 4 2 3 �� .. A S E � 4 V� � o� � Mp \ S 6 �� END G _ � RFy�o -RP1AB- �� c/�y ,� END BRIDGE SBL � � ? SITE 2 -RP1A - TA. + 2. � � BEGIN CONST. ,��J END BRIDGE NBL o O -L- STA 32+50 v -RP1AB- STA. 12+53.45 d ,/� � N � V , * ,� ° SIGNAL LOCATION � �� NCDOT CONTACT: ROADWAY DESIGN PROJECT ENGINEER � � GARY LOVERING, P.E. � V GRAPHIC SCALES DESIG11i DATA � a�r zois = wa 50 25 0 50 100 ADT 2035 = 22,900 �,E PLANS K = 9 % ��� o �'�� � 50 25 0 50 100 D= 60 /o �' u, T = � % * w w ��a PROFILE (HORIZONTAL) V = 70 MPH N�w O l0 5 0 l0 2p * 17ST 3% DUAL 3% S��� V FUNC. CLASS = FREEWAY �' PROFILE (VERTICAL) FUTURE INTERSTATE a �� ; + ;E + l0 + SE P +14 �' I � � ' I � I �: �1��11 � "ii�I�o� I"'li�lll� I I . ��Qy> ��: u�,� �ia111. I . � � �,�I" (� 1. I . � � II� I � � I � I (�) :i�� I � (II� ;��I �i. �i� � ;1:�� 1�\ .��-11�'i����: I-I \V� � ' � CRA VE1� / CAR TERET CO U1�T Y STAT6 STATE PRO)ECI' REPBR8NC8 NQ T��� R-1015 BTwTE PROl.N0. P.A.PROl.NO. 34360.1.2 NHF-70t49j 34360.2.4 NHF-70[49J 34360.2.5 NHF-70 49 34360.3.4 , NHF-70�49} H¢¢T TIY�AL NO. SXBBTB � RIPl10N PE RW UTIL CONST LOCATION: US 70 (HAVELOCK BYPASS) FROM SOUTH OF CARTERET /CRAVEN PERMIT DRAWING COUIIITY LINE TO SOUTH OF SR 1176, (CAROLINA PIIKES BLVD.) SHEET 1 OF 167 TYPE OF WORK: GRADI11tG, DRAIIVAGE, PAVI11iG, WIDE11iI11IG, CULVERTS SIG11iING, SIGNALS AND STRUCTURES N\ BEGIN BRIDGE SBL O -L- STA. 282+89.33 83 UCTION pN \ '.69 f -� C � �i END BRIDGE SBL LAKE GE � � 5 + 51.03 )GE NBL 65 + 77.79 BRIDGE NBL . 169+56.21 O nm -L- STA. 292+35. �='+ SlTE 23 SI�E 43 \ -a SR V47 BEGIN CONS' �� UNSET R � Y4- STA. 33+ + BRIDGE A. 43 + 82.07 24 SITE 25 SITE 2i 3 SI ' 4 � S �D BRID E 4- STA. 5+63.57 TE 44 SITE 28 SITE 26 END CONSTRUCTION -Y4- STA. 59+37.00 -RP2AC- STA. 36+73.83 70 BUS. -L - ST A 579 t/7.5/ END T lP PROJECT R-l0/5 SITE 35, SITE 36��SITE 37 NTIC AND EAST 3 31 AROLWA RAIL ROAD -RR EY3- = BEGIN BRIDGE SBL 0 ,,p -L- STA. 505+59.99 SITE 38 E D BRIDGE SBL .5 7+ 4 ITE BEGIN BRIDGE SBL -BEGIN BRIDGE NBL � _L- STA. 516+19.62 -L- STA. 505+30.26 a END BRIDGE NBL '`r END BRIDGE BL - - . 517+7 .57 -L- STA. 507+18.76 BEGIN CONSTRUCTION US 70 BUS ; 4� ' - ERVEXT- T.1 +. 0 � END CONSTRUCTION SERVEXT- STA.21+64.8 n� � SITE 40 F $ITE 41 EGIN BRID NBL -L- STA. 515 6.84 CTION END BRIDG BL 38 +27.00 -L- STA. 517+37.93 �.. BEGIN + ;TI + THIS IS A CONTROLLED-ACCESS PROJECT WITH PUBLIC ACCE55 BEING LIMITED TO INTERCHANGES, GATED ENCROACHMENTS HAVE BEEN ADDED TO PROVIDE RESTRICTED ACCESS FOR US DEPT. OF AGRICULTURE (CROATAN NATIONAL FOREST) AND FOR UTILITY OWNERS. WETLAND AND SURFACE WATER IMPACTS PERMIT PROJECT LENGTH ��0fe° � � �� � � HI'DRAULICS ENGINE 1/11 moffatt & nichol 9100 FALLS OF NEl15E ROA�,SIIITE 300 RALEIGH, NORTH CAROLINA 2T609 LENGTH OF ROADWAY TIP PROJECT R-1015 = 9.691 MILES 's's"a' °626 "°'�E �9i9i'a'-^as9 F^x �F-oios� LENGTH OF STRUCTURE TIP PROIECT R-1015 = 0.657 MILES zota sTavnaxn srEc�Frcar�oNs TOTAL LENGTH OF TIP PROJECT R-1015 = 10.348 MILES USED NBL FOR PROJECT LENGTHS s�cwirunE: RIGHT OF WAY DATE: TIM REID, PE SEPTEMBER 16, ZO�G_ pROJECT ENGINEER ROADWAY DESIGN - ENGIXEER LETTING DATE: TRENT HUFFMAN, PE ��~ _MARCH �9� 20��%_ pROJECT DESlGN ENGINEER moffatt & nichol SEAL 032561 SEAL 015869 � TO NEW N OOGUMENT NOT GONSIDERED FINAL UNLEEE ALL SIGNATURES COMPLETED � � O N � � � � � 4) � > 4) � � O N � � \ � � � � ■� � � /� LARRY $,PAUL / O W0005 / CELL TOWER AND BWLDING LOCATION APPROXIMATE WRHIN FENCE / Q� O =1 OOCfS / V10 = 3.2cfs � \ / / EDIIARD J. CESZKO tESTATEI OREfAIN o PIPES 6 Q10 = 2cfs SPECIAL CUT 8' BASE DITCH V10 =1.5f S SEE DETAIL CCC END FENCE p _ -. 1 W W FCEE CE -- � HAND CLEARING _ _ -_ --_- � -� � � � 1 � 1W����T � �N�� N - ���� ` l / �j %�i _ i ���I � I SPECI�CUt 8'�eASE �ITQH 1 I � /�/��"/ t 1 �' � � METER 1 � ( BOX � -. � { � 1 � � 1 � a 1 � g, � � 0 � 1+�� � %i I Y� i _ � � � � � � � � EE D IL CC . � � � �< � � _ �� � _- � i �� 1 FIL� POND TO ' I. 1.. 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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) (tt) (ft) 20 57+34 TO 62+48 -Y3- RT ROADWAY FILL 1.46 0.10 0.18 21 58+2g TO 63+51 -Y3- RT ROADWAY FILL 0.55 0.22 0.08 21A 58+89 TO 64+03Y3DET- LT/RT TEMP DETOUR 0.25 0.11 0.12 22 267+g3 TO 273+g0 -L- LT/RT 84" RCP, BURIED 1' 0.86 0.12 0.05 0.01 583.6 61.1099 23 280+57 TO 293+27 -L- LT/RT Dual Bridge; 7@ 135', 72" MB 1.03 0.15 3.05 24 308+19 TO 314+60 -L- LT/RT 42" RCP 0.74 0.04 0.06 25A 328+41 TO 336+g0 -L- LT/RT 2@ 72" RCP, BURIED 1' 1.80 0.10 0.12 25B 325+13 TO 325+48 -L- RT ROADWAY FILL < 0.01 < 0.01 26 337+97 TO 342+81 -L- RT 72" RCP, BURRIED 1' 0.48 < 0.01 0.11 27 340+63 TO 344+g3 -L- LT 72" RCP, BURRIED 1' 0.79 0.05 0.07 28A 348+96 TO 349+65 -L- RT ROADWAY FILL 0.01 0.02 28B 351+33 TO 352+19 -L- RT ROADWAY FILL < 0.01 0.02 29 355+33 TO 357+51 -L- LT ROADWAY FILL 0.03 0.07 0.04 30 355+g3 TO 357+47 -L- RT ROADWAY FILL 0.27 0.04 31 373+16 TO 380+23 -L- LT/RT ROADWAY FILL 2.23 0.07 0.31 32 392+gg TO 399+33 -L- LT/RT ROADWAY FILL 0.56 0.15 33 408+22 TO 408+87 -L- LT ROADWAY FILL < 0.01 0.01 34 409+25 TO 409+75 -L- RT ROADWAY FILL 0.18 < 0.01 35A 432+62 TO 449+72 -L- LT/RT ROADWAY FILL 5.49 0.77 35B 450+94 TO 454+47 -L- LT/RT ROADWAY FILL 0.71 0.11 36A 456+65 TO 461+70 -L- LT/RT 84" RCP, BURIED 1' 0.79 0.15 36B 462+57 TO 464+60 -L- LT/RT ROADWAY FILL 0.50 0.02 0.05 37 468+g5 TO 486+g4 -L- LT/RT ROADWAY FILL 3.43 0.01 0.50 SUB TOTALS THIS SHEET*: 21.93 0.25 0.79 2.47 3.77 0.05 0.01 584 61 0 "Rounded totals are sum of actual impacts NOTES: Bridge Impacts at Site 23: 0.04 acres for Temporary Bents, <0.01 acres for all permanent bents. � L�lJ � O N � � � � � � � ■ � � WETLAND AND SURACE WATER IMPACTS 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) 38A 489+64 TO 493+80 -L- LT/RT ROADWAY FILL 0.49 0.03 38B 496+92 TO 498+23 -L- LT/RT ROADWAY FILL 0.30 0.06 39 507+39 TO 518+70 -L- LT/RT 2@ 10'X8' RCBC 2.99 0.07 0.20 0.22 0.03 984.87 116.37 40 RP2AC/RP2A/LP2A ROADWAY FILL 5.38 0.12 0.78 41 41+40 TO 47+97 -RP2AC- LT/RT EXTEND 3@ 9'X7' RCBC 0.03 0.12 0.05 0.08 48.71 56.79 42 34+08 TO 37+91 -Y4- LT 72" RCP, BURIED 1' 0.01 0.04 0.06 < 0.01 < 0.01 20.43 11.6 43 33+80 TO 35+02 -Y4- RT 72" RCP, BURIED 1' < 0.01 0.01 0.04 < 0.01 < 0.01 41.75 10.35 44 51+17 TO 53+70 -Y4- LT 2@ 84" RCP, BURIED1' 0.24 0.02 0.09 0.02 < 0.01 121.5 10.7 45 50+49 TO 57+08 -Y4DET- LT/RT 2@ 84" RCP, BURIED1' 0.35 0.12 0.04 0.02 116.4 98.9 45A 50+47 TO 57+03 -Y4DET- TEMP DETOUR 0.51 0.19 46 533+11 -L- RT 30" RCP < 0.01 < 0.01 10.0 16.0 47 563+36 -L- RT 36" RCP < 0.01 < 0.01 12.0 10.0 SUB TOTAL THIS SHEET: 9.79 0.51 0.27 1.50 0.19 0.34 0.14 1356 331 SUB TOTAL SHEET 1: 66.94 0.20 2.39 7.46 4.07 0.16 0.04 930 248 SUB TOTAL SHEET 2: 21.93 0.25 0.79 2.47 3.77 0.05 0.01 584 61 TOTALS*: 98.66 0.96 3.45 11.43 8.03 0.55 0.19 2869 640 0 *Rounded totals are sum of actual impacts NOTES: At Site 45/45A, 0.03 acre of Temporary Fill in Wetlands in the Hand Clearing area for erosion control measures. 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