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Home My WebLink About20160605 Ver 1_Re-Issuance_Renewal Request_20210506 (2) STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J. ERIC BOYETTE GOVERNOR SECRETARY 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 May 7, 2021 U.S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest NC 27587 ATTN: Mr. Eric Alsmeyer NCDOT Coordinator Subject: Request for Permit Modification and Extension to Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed improvements to NC 3 (Mooresville Road), Kannapolis Parkway to Dale Earnhardt Boulevard/Loop Road (SR 1691), Kannapolis in Cabarrus County; Division 10, TIP No. U-3440. Debit $570 from WBS 39010.1.R2. Reference: 1) Section 404 Individual Permit, Action ID SAW-2012-00417, issued October 4, 2016 2) Section 401 Water Quality Certification No. 20160605, issued September 30, 2016. Dear Sir: The purpose of this letter is to request a modification and extension to the United States Army Corps of Engineers (USACE) Section 404 Individual Permit and associated North Carolina Division of Water Resources (NCDWR) Section 401 Water Quality Certification for the above referenced project. During an agency site visit to Site 6 (a culvert replacement and extension to an UT to Irish Buffalo Creek) it was noted that this stream has shifted into the roadway fill slope and was not in the location as depicted in the permitted drawings. This modification reflects the current location of the stream, and presents a design that is intended to stabilize this sandy system to ensure roadway fill slope stability. As depicted on the attached revised Site 6, (Plan sheet 12) hydraulic designers have retained the previously permitted bank stabilization near the outlet of the culvert but have added 80 linear feet of channel relocation where the stream currently turns back into the roadway slope. A 7-10’ floodplain bench will be re-established. The adjacent roadway fill slope will be armored as a “Hardened Fill Slope” for protection during high flow events. Impact Revisions: Site 6: Site Stream Name Stream Number Impact Type Permanent Impact (linear feet) Temporary Impacts (acres/feet) Mitigation Requirement (linear feet) S6 UT to Irish Buffalo Creek (Perennial) UT-5 Perm. Fill 246 -- USACE & DWR Stream Realignment 72 -- USACE & DWR Downstream Stream Realignment 80 -- TBD Bank Stabilization 15 <0.01 / 17 DWR Temp Fill -- <0.01 / 10 -- Revisions to Total Impacts: Permanent Bank Stabilization Total Permanent Impact Mitigable Impacts USACE 1,812 + 80 = 1,892 255 2,067 + 80 = 2,147 1,812 + 80 = 1,892 DWR 1,954 + 80 = 2,034 255 2,209 + 80 = 2,289 2,043 + 80 = 2,123 A revised DMS acceptance letter reflecting this increase was issued on April 29, 2021 and is included with this request. In addition, the current permit expires on December 31, 2021. Construction is not anticipated to be completed until 2023. Therefore, NCDOT requests the current 404 expiration be extended to December 31, 2023. Application is hereby made for modification and extension of the USACE 404 permit and the 401 WQC from NCDWR as required for the above-described activities. We have provided a method of debiting $570.00 to be submitted to the NCDWR for processing the WQC renewal this project, as noted in the subject line of this application. A copy of this permit application and its distribution list will be posted in the NCDOT website at http://connect.ncdot.gov/resources/Environmental. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Michael Turchy or Joel Howard at either maturchy@ncdot.gov (919) 707-6157 or jmhoward@ncdot.gov (704) 983-4400. Sincerely, Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List U-3440_rdy_psh12.dgn 5/13/2016 4:04:54 PM / wuT DEN FILL SLOPE CHANNEL CH SEE DETIAL PA DBE4136N, PC 161 L. CL. 1 RIP RAP EST. 37 TON- s=�` EST. 19 CY •F�.=- _ DETAIL 12A DETAIL 12B DETAIL 12C TOE PROTEt to CTION c E PROTECTION to PIPE OUTLET CHANNEL Y\o,e Qe iP �q,K I ( Not to Scale) Nt4�� -'F4' - 'V 5\ ura Y Ground d FILL ry. SLOPE VATU Grtrn1- - T,roun3 VATUND d ND F,� 1D d =1.5F. PSRM OTEXTILE d= F. d=1.0Ff. BED Type of r= PSRM '/CHANNEL Type of Liner= CL. B 24--Rap (Variable) L th=PIPE DIAMETER PI IAMETER Est.=15 To of Class II Rio -Rao 0/ FROM -L- 11/4.90 TO 120+10 LT FROM -L- STA. 117+5 TO 118+00, RT FROM -Y13- 12+25!0 13+00 LT FROM -L- STA. 125+�2 TO 125+ FROM -L- STA. 125+41 TO 127+1 Ground Z7 TD Type of I Only on Channel & Roadv Do Not Do Not 1 DETAIL 12H CHANNEL CHANGE ( Not to Scale) Proposed Natural Fill Slope Ground Ltd Min. D=3 Ft. ��i:t. Channel Max. d=5 F. iner= CL II Rip Rap B=Varies 7-10 Ft. Near Side of 6=5 Ft. 3ank ey Fill. ;yIn. Jse Geotextile FROM -L- STA. 114+20 TO STA. 116+40 LT EXISTING R -r F w: NC 3 MOORESVILLE RD ILLIAMSON, JOSEPH DB 6585 PG 194 w` / / OTCB CL. II RIP RAP EST. 37 TONS EST. 19 CY DD VARGAS, JAVIER DB 3881 PG 31 PB 5 PG 49 CL., RIP RAP EST. 4' TONS EST./12 SY GEPTEXTILE ss _ MIMEOBM "16 /IJ„ INEMiirgd- Ire 4z1iimmi-aptim / _ - J OTCB CORNER TO JADCSKSONN, ROBERPG T A. 112PB 5 PG 49 BERM DIT0145011/ EE DETAIL 11G / / DETAIL 12H PIPE OUTLET CHANNEL ( Not to Scale) round E( 202.00' RT v oun1 d=1.5Ft. CHANNEL BED (Variable) Length-4 X PIPE DIAMETER D=PIPE DIAMETER Est.-17 Tons of Class 1 Rip -Rap FROM -Y15- STA. 12+27 RT PDE p_/ 25.00' RT +48.71 / DUEO'R 4/6" E / DAVID MILLER / QO REALTY & / INVESTMENT. INC. DB 11837 PG 16 .` ESTATE OF MINNIE B STROUD \.. DB 1091 PG 138 DPB 3 PG 140 6 PB 5 PG 49 TOE PROTECTION LINE WITH CL. B RIP RAP EST. 17 TONS EST. 52 SY GEOTEXTILE SEE DETAIL 1213 NOTE: DRIVEWAY RADII ARE 5FT UNLESS OTHERWISE NOTED BROWN, JEROME W. D P6250 PGG49 3 GEOTEXTILE DETAIL 12D LATERAL BA( Not to Sc leDITCH) 'When B is < 6.0' Min. D=2.0 F. Max. d=2.0 Ft. B=2.0 Ft. Type of Liner= CL B Rip -Rap b=5.0 Ft. MIN VARIES DETAIL 12E STANDARD BASE DITCH ( Not to Scale) Natural Ground di Geotextile ■ 4 Wh�6.0' Natura Grounf Min. D=2. F. Max. d=1 Ft. B=2.0 5t. Tr.:: of Liner= B Rie-Ra FROM -L- STA. 118+00 TO 119+35 RT THOMPSON STEPHEN P. DB 7249 PG 345 PB 5 PG 49 29 TO ♦Ai LI �I PSR4 ', 46 EST. n54c�8SY p5 t F AIEE -`i ll 12A,, TOE PRGTEC _ _ -L- STA. 117+90 TO - LI WITH PSRM DUE CL. 1 RIPRAP EST. 40 TONS CH NEL TIE-IN WITH FLOODPLAIN BENCH +65.00 136.56' RT 2' LATERAL BASE DITCH / LINE WITH CL B RIP RAP EST. 91 TONS, 175 CY DDE 141.23RT 152.00' RT EST. 238 SY GEOTEXTILE +90.00 SEE DETAIL 12D 185.00' RT nDOSTER, SANFORD R. BANK EROSION DB 5587 P1 118 "ustft� POWELL. JAMES DB 8138 PG 267 PB 5 PG 49 tts / 142.02' R Me15NPo PIPE OUTLET H WITH CL. I RIP RAP EST. 17 TONS SEE DETAIL 12H -Y15- +52.00 34.82' R DITHEFMETHODIST CHURCH F DB 486 PG 106 BRG S 87° 00' 58.2" E NOTE: SEE SHEETS /8 THRU /9 FOR -L- PROFILE SEE SHEET 23 FOR-Y13-,-Y14-,& -Y/5- PROFILE SEE SHEET 24 FOR -Y16- & -DR3- PROFILE SEE SHEET 25 FOR -RABT- PROFILE SEE SHEET 2B-2 FOR -DR3- DETAIL SEE SHEET 2B-4 FOR-L-,-Y/4-,& -Y15- ROUNDABOUT DETAIL SEF CULVERT SHEETS C2-I THRU C2-8 Y15 STA. 15468 TO A2+10 LT ANGELA WILLIAMS PHILLIPS DB 1025 PG 298 DB 1308 PG 182 PB 5 PG 49 ANGELA WILLIAMS PHILLIPS DB 7P724 1PGPG 51262 ROK GRATE DR3- POT Sta. 10+00.00 BEDBV61R42 EPCG341 L. -DR3- PC Sta. 10+20.00 OT ILON G 373 Sea ntac Stantec Consulting Services Inc 801 Jones Franklin Road Suite 300 Raleigh, NC 27606 Tel. (919) 851-6866 Fax. (919) 851-7 www.stantec License No G S 3' 08' 03.6° W FOIL, FRANK E. DB 549 PG 544 39.00' LT 15.38' LT 39.00' LT 15.50' LT -Y/ �- POT S LIR3- POT - BRG 2+12.86 = St. 11+28.82 5` 38.5° E COOPER, /23JB 9 74.10' 12F BANKMENT ) GEOTEXTIL Type of Liner= t TONS,CL 1 R lGoOtexfile Y1 STA.12+10 LT -JAN M IGGERSTAFFB DB 463 PG 2' BASE \EINE WITH CL B RIP €3F2:4. 5,17 CY • DE EST. 6 S� a-T °ILE •ETAIL 12E DETAIL 12G BERM 'V' DITCH INotto Stole/ - L- STA. 1T3f00 - L- STA. 114+ TO 114+00 RT TO 115+50 RT T Sta. 9+00.00 BRG S /7' 7'02J" E a41,y0 z;20.00' LT -Y14- +69 ATTS. BILLY E. DPB 34 PG 3701 -Y14- +60.00 69.65' pb 91E00' LT p F +13.00 oG Y+-0R WA ETE IPE R FAILU J4 OSION P� 82.46' RT Jl CL 1 RIPRAP - BANK STABILIZATION SEE DETAIL 12F '5 \ \ 14-S 1�44' 47.7" E PREIMIFjE88 333 OPP8TIIFE6 aC. �P 1 O�\`PT\ SAFRIT, JUDY J. 585 PG 531 41.50' RT +4:.tt 85.00' RT SEALED ONLY FOR REVISION AREAS & THE ADDITION OF -DR3- DORA DB 25 �k y. DB 10662 PG 06 HAPBB L' 5TH OT' TION'q E TONS EST. 20 SY GE• EXTILE SEE DETAI 121f PIPE OUTLET CHANNEL WITH CL. II RIP RAP EST.15 TONS SEE DETAIL 12C ROBERT W. SMITH DB 950 PG 106 PB 3 PG 18 PROJECT REFERENCE NO. U-3440 R'W SHEET NO. ROADWAY DESIGN ENGINEER 4,76ESS ky o o a a SEAL $ 025513 a °°`4 INo o��Opcaada0000 NoO000 SHEET NO. /2 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -DR3- PT Sta. 10+99.76 -Y16-+01.26 DED ITCH H CL EST Y 14.53' RT OT ION 5' �QNS O@OT-. ILE DETAI 128 MMY R. PG 88 0 + \ FSNF �/t T LT/ �(tyOB 9j5, ✓/414 FF c1 G, PG B.R�fa, Ht ;Lk. r . EET GUTTE 0 PAV Ir 0 N FS Tin file (0riginalGround Surface) PROJECT REFERENCE NO. SHEET NO. PAW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER LiDar Data From DWG Flle Recleved 7/14/2020 -L- 114+00 LT A -L- 114+20 LT (-52.75) 707.91 A 611.11,1 °14 0 00 00 3 < 50 0 0 0, 0e 0 0 1 .0 .0 . 5. 00 0 .0 00a 001 .a50.00 A.1 -L- 114+30 LT (-52.75) 707.73' 88.73' 90.91' 102.34' PRINT SCALE 1" = 20' 21.36' D B C -L- 114+50 LT 89.49 101.22' -L- 115+00 LT 120.24' Kf '1*) 5.0 0. 0 0 0 30 0 a 00 00 00 89.67' 101.39' 121.83' Shoulderpoint based on XSC -L- 115+50 LT 706.793'. (-52.75) �e 0 0 00 00 0 5 00 00 35 0 0 .0 0. 1 . *0.0 . 40.0010500150.00 80.52' RECOMMEND TO HARDEN FILL SLOPE FROM -L- 114 + 00 TO 116 + 35 LT INCOMPLIETIE PLANS DO NOT USE FOR R/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 12H CHANNEL CHANGE ( Not to Scale) b Natural Proposed Ground _ _Natural _ d _ — _ Fill Slope Ground 2.7 T lift. _\ --- -R Type of Liner= CL II Rip Rap Only on Near Side of Channel Bank & Roadway Fill. Do Not Key In. Do Not Use Geotextile Min. D=3 Ft. Max. d=5 Ft. B=Varies 7-10 Ft. b=5 Ft. Exist. Channel FROM -L- STA. 114+20 TO STA. 116+40 LT April 29, 2021 Mr. Philip S. Harris, III, P.E., CPM Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: DMS Mitigation Acceptance Letter: U-3440, NC 3 Widening from Westside Bypass (TIP U-2009) to SR 1691 (Loop Road), Cabarrus County References: USACE 404 Individual Permit issued October 4, 2016 (USACE Action ID 2012- 00417) NCDWR 401 Water Quality Certification issued September 30, 2016 (NCDWR ID 2016-0605) The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the additional stream mitigation for the subject project. Based on the information supplied by you on April 28, 2021, the impacts are located in CU 03040105 of the Yadkin River basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Table 1 – Additional Impacts (feet / acres) Yadkin 03040105 SP Stream Wetlands Buffer (Sq. Ft.) Cold Cool Warm Riparian Non- Riparian Coastal Marsh Zone 1 Zone 2 Impacts (feet/acres) 0 0 80.000 0 0 0 0 0 *NOTE: Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. This additional impact and associated mitigation needs were not projected by the NCDOT in the 2021 impact data. DMS is currently providing stream mitigation for the impacts associated with this project located in cataloging unit 03040105 of the Yadkin River basin as required by the 404 and 401 permits issued in 2016, as shown in the below table (in mitigation credits): Mr. Harris TIP U-3440 April 29, 2021 Page Two Table 2 – Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based on issued permits) and Revised Anticipated Impacts (based on mitigation request) Impact Type Total Permitted Impacts (feet / acre / sq ft) Total Mitigation Provided by DMS per Issued Permits (Credits) Additional Impact (for approval) Revised Total Impacts* Stream (warm) 1,812.0 (USACE) / 2,043.0 (NCDWR) 3,624.0 80.0 1,892.0 (USACE) / 2,123.0 (NCDWR) *Some of the additional impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details . DMS will provide the amount of mitigation as determined by the regulatory agencies. This mitigation acceptance letter replaces the mitigation acceptance letter issued on May 19, 2016. DMS commits to implementing the additional stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, James B. Stanfill DMS Asset Management Supervisor cc: Mr. Monte Matthews, USACE – Raleigh Regulatory Field Office Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit File: U-3440 Additional