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Home My WebLink About20181598 Ver 4_20181598 v4 in-field mod signed_20210422ROY COOPER Governor DIONNE DELLI-GATTI Secretary S. DANIEL SMITH Director NORTH CAROLINA Erri,frorrrhtrtfef Quality North Carolina Division of Water Resources Transportation Permitting Unit In -Field Minor 401 Water Quality Certification, Buffer Certification and Isolated Water Permit Modification Project Name/ TIP Project No: Havelock By-pass / R-1015 Date: 4/22/21 DOT Division: 2 County: Craven DWR Project No. / Permit Type: 20181598 v.4 / IP DOT Staff: Brad Mcmannen DWR Staff: Garry Ward ACE Staff: Tom Steffens Modification Description: DWR Regional Office: Washington An additional 0.0105 ac of mechanized clearing and 0.0256 ac of excavation along with 0.0294 ac of temporary fill is needed to construct the dual bridges at Site 9. Most of this area was originally permitted as hand clearing. The impact footprint remains the same, however the result is a minor change in in impact type and amount as noted in the revised impact summary sheet. Total wetland impacts at Site 9 now include 4.9 ac of fill, 0.03 ac of temporary fill, 0.03 ac of excavation, 0.65 ac of mechanized clearing, and 3.92 ac of hand clearing. Modification Sketch: See attached drawings North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 This in -field modification is required for the following reason(s): In -Field Modification Page 2 of 3 The information contained in the application or presented in support thereof is incorrect in the following manner: Lx Conditions under which the original certification was issued have changed in the following manner: Impact types and amounts have changed slightly at Site 9 although the overall impact footprint and amount stays the same. This in -field modification is valid only if issued by an authorized agent of the Division of Water Resources, Transportation Permitting Unit 1 This in -field modification authorizes the NCDOT to convert a small amount of hand clearing in wetlands to excavation, mechanized clearing and temporary fill at Site 9. in Craven County. The project shall be constructed as described in the Modification Description and Sketch on Page 1 of this document dated 4/22/21 to improve/construct the dual bridges at Site 9. The approved design is that described in the Modification Description and Modification Sketch on Page 1 of this document dated 4/22/21. Any further changes to the original Water Quality Certification dated April 3, 2019 may require a formal written modification request. The description of the proposed action provides adequate assurance that the proposed action in the Neuse River Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Section 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. Should your project change, you are required to notify the DWR and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all conditions. For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state, or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations. This Modification Approval shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Conditions(s) of Modification Approval: 1. All the authorized action activities and conditions of the certification associated with the original Water Quality Certification dated April 3, 2019 and all other corresponding modification still apply except where superseded by this certification. 2. Additional Conditions: 4.7E\ 9 1- 3 North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 In -Field Modification Page 3 of 3 Failure to construct the proposed action as described in the Modification Description and Sketch on Page 1 of this document and/or violations of any condition herein set forth may result in revocation of this modification approval and may result in criminal and/or civil penalties. This modification approval shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. If the Corps of Engineers requires a formal written modification to the 404 permit for the proposed action, the NC DWR must require a formal written modification to the 401 WQC, and therefore, this in -field modification is invalid. If additional (wetland, stream, buffer) impacts for this project (now or in the future) exceed (one acre, 300 linear feet, or one-third of an acre/150 linear feet, respectively), or if mitigation is required above and beyond the current mitigation requirement for this project, this in -field modification is invalid and a formal written modification is required. This in -field modification is effective upon the date the last party signs this document. This in -field modification is made upon mutual agreement between DOT and DWR as indicated by the signatures below and is, therefore, not subject to appeal by either party. Appeals by third parties must be made within sixty (60) days of notification pursuant to the contested case provisions of the Administrative Procedure Act, NC Gen. Stat. §150B-23 et seq. DWR Staff Signature: Gi2�-�y u/ Date: 4/22/21 DOT Staff Signature: Date: `{/�/u USACE Staff Signature: Date: 04/22/2021 (7a u.A 1 — An authorized agent of the Transportation Permitting Unit is defined as DWR staff that are DOT -funded and review and issue 401 Water Quality Certification for DOT projects. These staff include Central Office and Regional Office personnel. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J. ERIC BOYETTE GOVERNOR SECRETARY April 21, 2021 N.C. Division of Coastal Management 1638 Mail Service Center Raleigh, NC 27699-1638 ATTN: Ms. Cathy Brittingham, NCDOT Coordinator Subject: Certification for DCM Consistency for the proposed US 70 Havelock Bypass in Craven County. TIP No. R-1015. WBS 34360.1.2. Dear Madam: The purpose of this letter and information package is to request concurrence from the Division of Coastal Management (DCM) for the North Carolina Department of Transportation's (NCDOT) consistency certification for this project. This request consists of additional impacts needed for installation of permanent bents at Permit Site 9 which will result in 0.0105 ac of mechanized clearing, 0.0256 ac of excavation, and 0.0294 ac of temporary fill in wetlands for matting. The U.S. Army Corps of Engineers and N.C. Division of Water Resources are aware of these changes and intend to address this as an in -field permit modification. As you are aware, the US 70 Bypass of Havelock is currently under construction, and this review is urgently needed so that work at the site can proceed. Enclosed you will find a revised impact summary sheet accounting for the proposed revisions. NCDOT has reviewed the State's coastal program under 15 CFR 930.58 and 15A NCAC 07M. Specifically, we have considered the shoreline erosion, mitigation and coastal water quality policies, and the Craven County CAMA Core Land Use Plan as well as the City of Havelock 2030 Comprehensive Plan. NCDOT certifies that the proposed activity complies with the enforceable policies of North Carolina's approved management program and will be conducted in a manner consistent with said program. If you have any questions or need additional information, please contact Gordon Cashin at (919) 749- 0442 or gcashin@ncdot.gov. Sincerely, EDocuSigned by: fka C. R:.4/1-4444/6 III AAAD1248B3D9416... Philip S. Harris III, P.E., C.P.M., Unit Head Environment Analysis Unit cc: Mr. Stephen Lane, NCDCM Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: (919) 707-6000 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 Submitted 4/21/2021 Note: Bent 1 falls outside of wetlands however one (1) 8" diameter tree was assumed in the 457sqft total in the unlikely event a tree within the adjacent wetland will conflict with bent installation and need mechanized clearing. Submitted 4/21/2021 5.58S;F STR5 0 �c0 Lco 1.1111 'sic° 101 STR6 \ t`�` \ \I \ 1 \ Submitted 4/21/2021 co c a) m I 1 1 1 1 1 1 ISTR5 1 ' 1 1 I '`00 I O0 I xe0 1 r♦I,• \ blr�� Q� 'ck� e NO .s(`.ce , , lb,.s, I, �7t= `�=t-=1---- L --- JL.�--�J_ _^J le 50.03SF 11 Pi (z),) ��0 ♦� ic`� �♦.'♦ i t.6♦�R c a) m 22.73SF Submitted 4/21/2021 I I 1 ISTR5 ' I , 1 1 1 ♦'CN 1 1 , 1 t\Q I 1 1 , I I , I 1 I , 1 1 I 49.12SF 1 1 , 1 1 1 1 I I 1 1 1 I I 1 I , 1 1 I I , 1 1 I I , I ! 1 I 1 1 , 1 I I 1 I .� ee 1 • 1 ' 6sc\ 11 e , \Ai& k 1 1 ! rm e+ COP 1:3' -IT ,?._ - \s- \ C_ -\- \ \-1 -\ C \-.1t3-til *--- - I • ee I lee I I I I , I I I I ' I I I , I , e I I ISTR6 1 a) 45.57SF Submitted 4/21/2021 co a) m 26.09S F 'Ck ee STR5 ,ckee scc (z3sc\ •cce STR6 sCc co c a) m 39.36SF Submitted 4/21/2021 rn m 27.93SF ,Sc sze STR5 se0 oer 2P' C ��'�� STR6 a) co 58.03SF Submitted 4/21/2021 1 1 I 1 1 1 I I 1 I 1 1 1 1 1 1 I 1 1 I 1 1STR5 1 �k�� ce co ,ccQJ� I ��• I I1 1 7_, ti. 7:-:' 4--- . _ 1-;:- - -,-:.-1 - - - - - C L-' 1\ _h_L YI a) PJ 1 1 1 1 COiscQJ I Qj2 1 1 Z I 1 cI I �I I 1 ,...) OO I 1 1 I 1 1 1 I 1 I I I 1 1 1 I I I I 1 I 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STR6 1 1 1 o - T F - ,� (7,7 — v�v vv's�. - - I-J 4- L - --1-_- � 4 -I" _J m lS 1 1Z 1 ,cki 1 ,r'C� ; 17.12SF I ` I 1 I 1 1 I I 1 , 1 1 1 I 1 1 , 1 I 1 I 1 1 I 1 1 1 I I 1 I 1 1 1 , 1 1 1 I 1 1 , 1 Submitted 4/21/2021 Q\4 STR5 38.32 S F a , key •p •� o Ni U) m 32.96SF Revised 4/21/2021 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 42+12 TO 54+15 -L- RT ROADWAY FILL 0.59 0.32 0.25 2 57+70 TO 76+06 -L- RT ROADWAY FILL 2.68 1.65 0.73 0+00 TO 33+68-RP1CD- RT 3 70+94 TO 122+68 -L- RT/LT ROADWAY FILL 26.03 0.32 3.07 22+61 TO 29+63-RP1AB- LT 4 127+97 TO 132+42 -L- LT/RT ROADWAY FILL 1.53 0.09 5 136+88 TO 140+23 -L- LT/RT ROADWAY FILL 0.10 0.06 0.07 0.08 6 138+19 TO 149+15 -L- LT/RT ROADWAY FILL 5.17 0.37 7 154+60 TO 163+94 -L- LT/RT ROADWAY FILL 2.52 0.32 8 167+89 TO 168+21 -L- LT/RT ROADWAY FILL 0.02 < 0.01 9 170+05 TO 197+19 -L- LT/RT Dual Bridges; 12@ 135', 72" MBT 4.90 0.03 0.03 0.65 3.92 10 197+45 TO 210+28 -L- LT/RT ROADWAY FILL 6.69 0.55 11 211+31 TO 218+97 -L- LT/RT ROADWAY FILL 2.82 0.21 12 218+39 TO 224+77 -L- LT/RT ROADWAY FILL 2.46 < 0.01 0.16 13 229+73 TO 238+69 -L- LT/RT ROADWAY FILL 6.85 0.37 14 7+87 TO 11+18-Y3RPB- LT/RT 72" RCP, BURIED 0.83 0.16 0.05 < 0.01 337.9 56.1855 15 12+60 TO 13+72-Y3RPB- LT/RT ROADWAY FILL 0.32 0.03 16 237+79 TO 244+33 -L- LT/RT 72" RCP, BURRIED 1' 2.42 0.22 0.03 < 0.01 200.9 58.8936 17 52+61 TO 53+18-Y3DET- LT/RT 72" RCP, BURRIED 1' 0.04 0.01 0.01 0.03 0.02 129.7 88.99 17A 52+61 TO 53+18-Y3DET- LT/RT 60" TEMP PIPE 0.05 0.01 18 20+55 TO 24+91-Y3RPD- LT/RT ROADWAY FILL 0.98 0.02 0.10 18A 55+30 TO 57+16-Y3DET- LT/RT TEMP DETOUR 0.15 0.03 19 16+94 TO 17+92-Y3RPD- LT/RT 84" RCP, BURIED 1' 0.09 0.05 0.06 < 0.01 261.2 44.1 TOTALS*: 67.06 0.23 2.40 7.42 4.03 0.16 0.04 930 248 0 *Rounded totals are sum of actual impacts NOTES: Bridge Impacts at Site 9: 0.02 acres for Temporary Bents, <0.01 acres for all permanent bents. Revised 2016 09 09 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 04/21/2021 CRAVEN COUNTY R-1015 34360.1.2 SHEET 165 OF 167 Revised 4/21/2021 Revised WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (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 12.0 SUB TOTAL THIS SHEET: 9.79 0.51 0.27 1.50 0.19 0.34 0.13 1356 321 SUB TOTAL SHEET 1: 67.06 0.23 2.40 7.42 4.03 0.16 0.04 930 248 SUB TOTAL SHEET 2: 21.89 0.25 0.80 2.47 3.77 0.05 0.01 584 61 TOTALS*: 98.74 0.99 3.47 11.39 7.99 0.55 0.18 2869 630 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. 2016 09 09 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 04/21/2021 CRAVEN COUNTY R-1015 34360.1.2 SHEET 167 OF 167