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Home My WebLink About20090104 Ver 6_Modification_20180509Action History (UTC-05:00) Eastern Time (US & Canada) �brrrit by Anonymous User 5/9/2018 5:42:53 PM (Message Start Event) Accept by Carpenter,Kristi 5/9/2018 5:44:00 PM (DOT project) . The task was assigned to Carpenter,Kristi. The due date is: May 14, 2018 5:00 PM 5/9/2018 5:43 PM Water Resources ENVIRONMENTAL �UPLITV Staff Review ID#* Version* 6 20090104 Is this project a public transportation project? * �' Yes �' No Reviewer List:* Rob Ridings:eads\rgridings Select Reviewing Office:* Central Office -(919) 707-9000 Submittal Type:* Modifications Does this project require a request for payment to be sent? * l' Yes r• No Project Submittal Dated 5/9/2018 * Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all mandatory questions are ans�red. Project Type:* �' New Project C' Pre-Application Submittal C' More Information Response r Other Agency Comments l' For the Record Only (Courtesy Copy) New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and do not have the e�ectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an ebsting project. Project Contact Information Name: Email Address:* Project Information Project Name:* Kristi Lynn Carpenter for Chris Rivenbark Who is subrritting the irrforrration? crivenbark@ncdot.gov Rolesville Bypass on US 401(R-2814 A, B& C) Is this a public transportation project? * C•' Yes C' No Is the project located within a NC DCM Area of Environmental Concern (AEC)?* C' Ye�" No �' Unknown TI P#: R-2814C County (ies) * Wake WBS#: 34506.1.1 (Applies to DOT projects only) Please upload all files that need to be submited. C7ick the upload button or drag and drop files here to attach docurrent R-2814C Individual Modification Wake Franklin May 9 2018.pdf 20090104v.6 Email.pdf Only pdf or Ime files are accepted. Describe the attachments: Originally submitted via email by Chris Rivenbark. 7.22MB 85.2KB * rJ By checking the box and signing box below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY') o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY'); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: ::�jr'�ltr'�j+rrr ['��r�t�.r�frt Submittal Date: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 9, 2018 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Dr., Suite 105 Wake Forest, NC 27587 Attention: Eric Alsmeyer NCDOT Coordinator, Division 5 JAMES H. TROGDON, III SECRETARY Subject: Modification Request for Section 404 Individual Permit, Individual Section 401 Water Quality Certification, Neuse Buffer Authorization, and Issuance of Tar- Pamlico Buffer Authorization for the Rolesville Bypass from NC 96 (Zebulon Road) to SR 1103 (Flat Rock Church Road/Clifton Pond Road), Wake/Franklin Counties, Federal Aid No. STP-401(249), State Project No. 81403001, Division 5, TIP R-2814 C. Debit $570.00 from WBS Element 34506.1.1. Reference: Section 404 Individual Permit, issued July 14, 2009, USACE Action ID 2008-01316 Section 404 Individual Permit modification, issued December 6, 2016 Section 401 Individual Water Quality Certification, Isolated Wetlands Permit and Neuse Riparian Buffer Authorization issued June 16, 2009, NCDENR-DWQ Water Quality Certification Project No. 20090104 ver.l Modification to the 401 Water Quality Certification, Isolated Wetlands Permit and Neuse & Tar- Pamlico Buffer Rules issued November 18, 2016, NCDWR Project No. 20090104 ver. 5. Dear Sir: Please see the enclosed revised permit drawings and impact summary sheets for the above referenced project. Due to the installation of a new driveway access along US 401 (Sta. —L- 311+74 RT), there will be an additiona10.02 acre of inechanized clearing in jurisdictional wetlands (Permit Drawings Site 13B). An additional impact to Tar-Pamlico riparian buffers will occur due to this work totaling impacts of 1,013 square feet in zone 1 and 1,991 square feet in zone 2(Buffer Permit Drawings Site 9D). Also, the design has been revised at Site 14 (Sta. —L- 314+63 RT&LT). The raised grade at this site will result in an additiona10.01 acre of inechanized clearing in jurisdictional wetlands (Pernut Drawing Site 14). Additionally, the raised grade will cause the proposed culvert to be lengthened by 5 linear feet. Bank stabilization at this site is adjusted for this increased culvert resulting in no net change in permanent stream impact. MailingAddress: Telephone: (919)707-6000 Location: NC DEPARTMENT OF TRANSPORTATION FCIx: �919� 212-5%$S 1 OZO BIRCH RIDGE DffiVE ENVIRONMENT ANALYSIS UNIT CuStO»t2Y' SC7'ViC¢: 1-H%%-36H-496H RALEIGH NC 2%61O IS9g MAIL SERVICE CENTER Website: www.ncdot.gov R.ai,EiGx NC 27699-1598 During review of the buffer drawings for the permit modification request it was noticed that the buffer impacts for Site 9C were incorrect. Values for Zone 1 and Zone 2 had been reversed. This modification corrects these values on the buffer impact summary sheet. Total impacts to Tar-Pamlico riparian buffers (03020101) are 71,894 sq ft for Zone 1 and 51,226 sq ft for Zone 2. Mitigable impacts to Tar-Pamlico buffers, minus buffers in wetlands is 60,150 sq ft for Zone 1 and 37,584 sq ft for Zone 2. There are no change in impacts to buffers in the Neuse River basin as a result of these revisions. Miti ag tion Compensatory mitigation for the additional, unavoidable impacts to jurisdictional features is reflected in the attached revised DMS acceptance letter. These changes include an additiona10.03 acre of mechanized clearing in wetland mitigated at a 1:1 ratio, 5 linear feet of permanent stream impact mitigated at 2:1. A copy of this modification request will be posted on the NCDO�' website at htt�s://connect.ncdot.�ov/resources/Environmental/. If you have any questions or need additional information, please contact Jason Dilday at 919-707-6111 or jldilday@ncdot.gov. Sincerely, e. � � Philip S. Harris III, P.E., C.P.M. Environment Analysis Unit cc: NCDOT Permit Application Standard Distribution List Environmentdl Quality ROY COOPER Cc��ernor 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: Subj ect: Reference: November 18, 2016 Mitigation Acceptance Letter: TIP Number R-2814C, US 401 Improvements from NC 96 to SR 1103, Wake and Franklin Counties USACE 404 Individual Permit issued December 6, 2016 (USACE Action ID 2008- 01316) NCDWR 401 Water Quality Certiiication {WQC) issued November 18, 2016 (NCDWR ID 2009-0104) The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the additional stream, riparian wetland and Uuffer mitigation for the subject project. Based on the information supplied by you on March 28, 2018, the additional impacts are located in CU 03020101 of the Tar-Pamlico River Basin in the Central Piedmont (CP) Eco-Region, and are as follows: Table 1— Additional Tar-Pamlico 03020101 I CP Impacts (feedacres) �cts (feet / acres / sr�uare Stream Cold Cool Warm 0 0 5.0 Wetlands �p�� , Non- Ri 7arian 0.03 0 Buffer (Sq. Ft.) Coastal Zone 1 Zone 2 Marsh (3:1) (1.5:11 461.0 j 1,784.0 *NOTE: Some of the stream impacts may be pmposed to be mitigated at a 1:1 mirigation ratio. See permit application for details. These impacts and associated mitigation needs were not projected by the NCDOT in the 2018 impact data. DMS is currently providing stream, riparian wetland, and buffer mitigation for the impacts associated with this project located in cataloging unit 03020201 of the Neuse River basin and cataloging unit 03020101 of the Tar- Pamlico River basin as required by the 404 and 401 pernuts issued in December and November 2016, as shown in the below table (in mitigation credits}: �Nothing Compares�,� State of North Carolina I Environmental Quality 217 West Jones Street I 160] Mail Service Center I Raleigh, North Carolina 27699 7601 919 707 8600 Mr. Harris TIP R-2814C March 28, 2018 Page Two Table 2— Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based on 2016 permits) and Revised Anticipated Impacts (based on mitigation request) Tar-Pamlico 03020101 Total Permitted Mitigation Provided by Additional Revised Total Impact Type Impacts DMS per Issued Impact (for Impacts* (feet / acre / sq ft) Permits (Credits) approval) Stream 1,021.0 1,710.0 5.0 1,026.0 Ri arian Wetland 0.33 0.59 0.03 0.36 Riparian Buffer — Zone 1 59,689.0 179,067.0 461.0 60,150.0 Riparian Buffer — Zone 2 35,800.0 53,700.0 1,784.0 56,376.0 �5ome ot tne addrtional wetland unpacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS will provide the amount of mirigation as determined by the regulatory agencies. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIP Number R-2814C. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. This impact and associated mitigation need were under projected by the NCDOT in the 2018 impact data. DMS will commit to implement sufficient compensatory mitigation credits to offset the additional impacts associated with this project as determined by the regulatory agencies using the delivery tixneline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, ' ,-'�,'�`.''`� ��' , -� � James B � Stanfill Asset �anagement Supervisor Cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: R-2814C Additional �Nothing Compares�.,�._ State of North Carolina I Environmenta! Quatity 217 West Jones Street � 1601 Mail Service Center � Raleigh, North Carolina 27699-1601 919 707 8600 � �j�� , Norch Carolina Department of Transportation Sti)1't73tiVrd1PF Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �'-�---• (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34506.1.1 TIP No.: R-2814C County�ies): Wake Franklin Page 1 of 2 General Project Information WBS Element: 34506.1.1 TIP Number: R-2814C Project T pe: Roadwa Widenin Date: 3/8/2018 NCDOT Contact: Linda Johns Contractor I Desi ner: NCDOT H draulics Unit Address: 1590 Mail Service Center Address: 1590 Mail Service Center Raleigh, NC 27699-1590 Raleigh, NC 27699-1590 Phone: 919-707-6728 Phone: Email: Im'ohns ncdot. ov Email: Cit ITown: Rolesville Count ies : Wake Franklin River Basin s: Neuse Tar-Pamlico CAMA Count ? No No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 6.6 miles Surroundin Land Use: Rolling topography, agriculture, forests, rural residential, changing to urban Proposed Pro�ect Existin Site Pro'ect Buiit-Upon Area ac. 61.0 ac. 28.0 ac. Typical Cross Section Description: The proposed cross-section for most of the project is four-lane, 46 ft. median divided Existing US 401 is a two to three-lane roadway, with variable width grass shoulders. section, utilizing 4 ft paved shoulders. North of -Y8-, Beaver Dam Dr. to the end of this The existing roadway has 10 ft lane widths, with 2 ft paved shoulders. portion of the project, a four-lane 20 ft median divided section utilizing curb and gutter is proposed . Lanes along the -L- line are typically 12 ft, and 10 ft on the -Y- lines. Annual Avg Daily Tra�c (veh/hr/day): Desi n/Future: 15,848 Year: 2036 Existin : 10,892 Year: 2016 General Project Narrative: Design Rev 3-8-18 includes new driveway at -L- Sta 311+74 RT. Design rev 6-30-17 includes raising the grade at Site 14, left turn bulb widening throughout and (Description of Minimization of Water revision to spread criteria due to increased design speed within curb and gutter portion of the project. R-2814C is the third part of four on R-2814, widening of US 401 Quality Impacts) in Wake and Franklin Counties from SR 2044 (Ligon Mill Rd) to SR 1700 (Fox Park Rd) in Louisburg, to a four-lane, median divided, superstreet design facility. Widening will be to the east or to the west of the existing two lanes of US 401. The proposed project is needed to alleviate the existing and future capacity deficiencies along US 401. Best Management Practices include utilization of an open shoulder typical section, as well as steepening fill slopes (and providing guardrail) to minimize impacts to jurisdictional features. Grass swales are proposed primarily as stormwater control measures where possible throughout the Neuse River basin, WS II (HQW) NSW areas, and in areas adjacent to jurisdictional features in the Tar-Pam River basin Class C, NSW areas. In open shoulder areas, shoulder berm gutter are proposed to capture roadway runoff into storm drain systems and route to outlets located far enough away from jurisdictional features so grass swale treatment could be obtained prior to reaching wetland, jurisdictional stream and/or buffer zone. Design revision created adjustments to the grass swales, noted in red on the Grass Swale Tab. Rip Rap bank stabilization is included in the design upstream and downstream of all major stream crossings, and downstream of all minorjurisdictional stream crossings. Rip rap at embankment is also added at the ends of ditches that outlet to jurisdictional streams. Rip rap toe protection is proposed at the bottom of all fill slopes that are adjacent to wetlands. Flat rip rap pads were used at the ends of ditches to slow velocities and diffuse concentrated flow. Environmental Site Design is proposed as a stormwater control device for roadway drainage entering Crooked Creek Trib 3. Waterbody Information Surface Water Body (1): Little River NCDWR Stream Index No.: 27-57-(1)a NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: High Quality Waters (HQW (NSW) Other Stream Classification: Impairments: biological impairment Aquatic T&E Species? Yes Comments: Biological conclusions for Michaux's sumac, dwarf-wedge mussel, and Tar River spiny mussel are unresolved NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) [ Ii�hw� �lti' North Carolina Department of Transportation �tunia�•vat�r — Highway Stormwater Program �'t STORMWATER MANAGEMENT PLAN `' �'=�"� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34506.1.1 TIP No.: R-2814C County(ies): Wake Franklin Page 2 of 2 Additional Waterbod Information Surface Water Bod (2 : Little River Trib 3 NCDWR Stream Index No.: 27-57-(1 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I II WS-II Supplemental Classification: Hi h Qualit Waters HQW NSW Other Stream Classification: Impairments: Aquatic T8E Species? Yes Comments: Biolo ical conclusions for Michaux's sumac, dwarf-wed e mussel, and Tar River s in mussel are unresolved NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Inciudes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N!A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surtace Water Bod 3: UT to Little River Trib 3b NCDWR Stream Index No.: 27-57-(1 NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I II WS-II Supplemental Classification: Hi h Qualit Waters HQW NSW Other Stream Classification: Im airments: Aquatic TB,E Species? Yes Comments: Biolo ical conclusions for Michaux's sumac, dwarf-wed e mussel, and Tar River s in mussel are unresolved NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Inciudes Brid e Spannin Water Bod 7 No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod (4�: Crooked Creek Trib 3(Clifton's Pond) NCDWR Stream Index No.: 28-30-01 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW Other Stream Classification: Im airments: Aquatic T&E Species? Yes Comments: Biolo ical conclusions for Michaux's sumac, dwarf-wed e mussel, and Tar River spin mussel are unresolved NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? N/A Qf yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (5): Crooked Creek NCDWR Stream Index No.: 28-30 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: dissolved ox en DO Aquatic T&E Species? Yes Comments: Biolo ical conclusions for Michaux's sumac, dwarf-wed e mussel, and Tar River s in mussel are unresolved NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification i� the General Project Narrative) General Project Narrative) � i c rn v m 3 LI �I 'O .\ _ u� v ro N K � O 3 m 0 � � � v c 0 m 3 c a a � m 0 a 0 c d E c 0 .� c w .+> N I :i � iR K W 1 N � � � x � v �o - N '� i- ��.;,� �':�;� � �_ o^ ^�iw ?�,� M� o �� r_ ��;�,;�� x ��,�-� �� O V +' . � S ? � O a � � • � � V � � O V _`.ee ;n�er r a r or 1 n 7e a,,t � nF:ers = ��t 9-l� � �� i:u � ntic�nal V��tal� _:. Ic�'i� I 1 fhni lr_ F: l�"�u�vr� � r>ntrc��l "�l>r��t�s FLAT ROCK CHURCH RD. rqR � e��R Fr� 1 PROJECT ° I �� END PROJECT o ♦ � � 5°I's�'�'1� ��IF�' ��1—� �'��I' c�Jlel�� 1 PERMIT DRAWING �� j � �� SHEET 1 OF 61 WAI�E � FR .A1�lI�Ll1�l CO U1�1 T Y LOCATIOIV: US 401 FROM NC 96 TO NORTH OF SR 1103 (FLAT ROCK CHURCH RD/CLIFT011t P0111D RD) TYPE OF WORK: GRADIIVG, DRAI11tAGE, PAVI11tG, CULVERTS, £� SIG11lALS WETLAND AND STREAM IMPACTS REVISED: MARCH 9, 2o�s ** T C�TA '�n7 � A/1 �G' T.177"1 T77'1 7'177l1TT.l1T 77 �1A7Al1 sT�Te sT�� PRa�e�T R�N�u�e uo. �� R-2814C . VNOI. . .w.�ROl.vO. 34506.1.4 STP-401(249) 34506.2.FR7 STP-401(249) 34506.2.FRU7 STP-401(249) 34506.3.FR6 � STP-40112491 TI.L HCC 5H¢CTS � ESCYUMION PE RNJ UTILITIES CONSTR �� .115�'. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 0 DESIGN DATA ADT 2016 = 10,892 ADT 2036 = 15,848 K = �0 % D = 65 % T = 6 % * V = 60 MPH TTST = 2% DUAL = 4% FUNC CLASS = MAJOR COLLECTOR STATEWIDE TIER PROJECT LENGTH Prepored In the Offlce o/: DIVISI0IV OF HIGHWAYS 1000 Birch Ridge Dr., Ra[eigh NC, 27610 LEI�GTH OF ROADWAY TIP PROJECT R-2814C = 6.580 MILES 2012 STANDARD SPECIFIGATIONS LEIVGTH STRUCTURES TIP PROJECT R-2814C = 0.015 MILES TOTAL LENGTH OF TIP PROJECT R-2814C = 6.595 MILES �GHT OF WAY DATE: PHILLIP E. ROGERS, PE JANUARY 28, ZO�S %ROjECT ENGINEER LETTING DATE: CASEY E. HARRIS, PE JANUARY 15, ZO�9 f'ROJECT DESIGN ENGINEER HYDRA ULICS ENGINEER ROADWAY DESIGN ENGIIYEER P.E. DOCUMENT NOT CONSIDERED FINAL UNLESS ALLSIGNATURES COMPLETED � , r / �� / � �- � \ . . �i � PROJECT REFERENCE NO. 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Y BASE DITChL�.""' „ .. l � S' L' � � �� - ' � � � �� . ' . � � � , � � - SEE OETAIL BA � � KL I RIP Rit�" � � , � � � � - r SEE DETAIL BK ,l � � `_. / . � ` I ``�- �-�oN,: � �� - � � / �� ✓r�_��-- -- _- �. SITE 13B _ ;. � ;%` �. � � - --' - %�� -�� S ITE 13 � f � , , __ � �,n� � / . � � - , i � � � ,-- / � _ � � �- � � - -- �- = '' � -�^ � (�� _�:•� ' / - DENOTES MECHANRED . � J I I _, . � � � ' '�' ' CLEARING � � DENOTES IMPACTS �N MARCH 9, 2018 REVISION INCLUDES IOO' � O' IOO' `� / SURFACE WATER GLI DENOTES TEMPORARY NEW SITE 13B ADDED FOR NEW DRIVEWAY 1 � IMPACTS IN SURFACE WATER CRAPHIC SCALE j� f r � l N Z 0 N W 3 E g x u � 3 � � � u ':. rZ» s°a«, M N H W W _ N W W N O O + M r M Q H N I J I w Z J _ V � \ \ ,��ti � � p� `��z �,��15 - ^"�' (✓ ///�� 2' LATERAL 8. i'" � ((( WIT / $EE I—BERM �ITCo 0 ono / L�� ' j BI ��r� ti ��5��_� �Y � -` �`cti� 4� �- �,,S ��,� -�i � / / � � / , � � � � ,5= �� ' 320 �s�� i '� � ��"'� � / cr — "� H ,s � �:� �� i� �� ti� f i �'. ! ' '�' ' DENOTES MECHANIZED GLEARING DENOTES TEMPORARY � DENOTES IMPACTS IN FILL IN WETLAN� SURFACE WATER �oo- o� �oo� GLI � DENOTES FILL IN � DENOTES TEMPORARY wETLAND IMPACTS W SURFACE WATER GRAPHIC SCAl.E PROJECT REFERENCE NO. PERMIT DRAWING R-2814C RN✓ SHEET NO. S H E ET 48 O F 61 ROADNGIN DRSIGN 8� S�S ,Lop� N� SHEET NO. HVORAUUCS ENGINEER �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C 27601 N.C.B.E.L.S. License Number: F-0116 REVISED 1-10-18 � � n _ r Z rn I r I N � D W N V + O O N rn rn N _ rn rn � NIw VI N Z 0 N W 3 E g x u � 3 � � � u ':. rZ» s°a«, M N H W W _ N W W N O O + M r M Q H t/') I J I w Z J _ V � \ \ ,��ti 0 J YL� �`� ��' z ' �i�, - / -� � � ,/ �,��"�- /." �' IAT[RAL B, / wfr / /`SEE - '-BnRM DITC�Ho oeo /�/ . /, . ./ ��/ �' ��> , �: �-, �oo- o� �oo� � GLI GRAPHIC SCAl.E ' '�' ' DENOTES MECHANIZED GLEARING DENOTES TEMPORARY FILL IN WE7LAN� � DENOTES FILL IN W ETLAN D PROJECT REFERENCE NO. � SHEET NO. PERMIT DRAWING R-2814C 24 RN✓ SHEET NO. SH E ET 49 O F 61 ROADNGIN DRSIGN ENGI^NEERS 8� S�S ,Lop� N� HDR 555 F� ' ,J .. /. --,y5: �' ., . � --�.�..� C � - - � N�ynber:,E;0316 . � - 32 0 ; __ =-� __�- �= � � � �vrSE� ��r�,�� 4 , � � � _ _ i� �� '� � � � � � �� i �, J ' � �_ �a� � ii: - = / _ � � / � _ -�� ,` — � �� — —" — ' / ' , i �j�j� - � � -., -J �' /i!� / �--- _' �'��i J / J � � // / � � �� '. �- - -� �°r. . � �— � — /� / / - � � `� � �j � � � _ ; / //// / J / -/ / / , j� � `— -_ Z % ; �"� !� � �� - � -; = � %/" / i -�j�i %; f % j�' � �— —��: —� �- � " , � ;� � - ; �� r �/� � � ; / / / i�� % -'- - \� �- � ' l �/ � l' l i� �' i ! i � / � � ' " . V _ �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS W SURFACE WATER � � n _ r Z rn I r I N � D W N V -� O O N rn rn N _ rn rn � NIw VI 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 -L- 55+75 RT 36" RCP 0.04 < 0.01 1A -L- 55+75 LT 36" RCP 0.03 2 -L- 58+80 RT 24" RCP 0.04 0.01 3 -L- 67+45 LT Pond 0.28 3 -L- 67+45 RT Bank Stabilization < 0.01 < 0.01 < 0.01 10 10 4 -L- 107+88 RT&LT 3@12'X11' RCBC 0.37 0.09 0.10 5 -L- 137+22 LT 1@12'X7' RCBC 0.42 0.06 0.02 0.07 0.02 123 5 -L- 137+22 LT Bank Stabilization < 0.01 < 0.01 64 39 5A -L- 137+22 RT 1@12'X7' RCBC 0.06 0.02 < 0.01 0.07 < 0.01 12 5A -L- 137+22 RT Bank Stabilization 0.01 < 0.01 60 31 6 -Y6- 21 +86 RT 1@12'X7' RCBC 0.04 0.03 0.01 0.03 < 0.01 49 6 -Y6- 21+86 RT Bank Stabilization < 0.01 < 0.01 59 33 7 -Y6- 31 +75 RT Road/Toe Protection 0.04 0.03 8** -L- 168+21 LT 2@7'X7' RCBC 0.19 < 0.01 0.04 0.10 0.02 161 8 -L- 168+21 LT Bank Stabilization 0.01 < 0.01 75 31 8A -L- 168+21 RT 2@7'X7' RCBC < 0.01 0.01 0.05 < 0.01 10 8A -L- 168+21 RT Bank Stabilization 0.01 < 0.01 42 28 9 -L- 175+00 LT Roadway Fill 0.17 10 -L- 180+25 RT "False cut" Ditch fill 0.01 0.05 11 -L- 229+60 LT 54" RCP < 0.01 11 11 *** -L- 229+60 LT Bank Stabilization < 0.01 < 0.01 21 6 11A -L- 229+60 RT 54" RCP 0.20 < 0.01 0.03 0.02 100 11A -L- 229+60 RT Bank Stabilization < 0.01 < 0.01 19 6 SHEET SUBTOTALS*: 1.58 0.20 0.11 0.56 0.40 0.02 816 184 *Rounded totals are sum of actual impacts NOTES: ** Rev 11-2-16 Site 8: Fill slope adjusted. Permanent Fill in Wetlands was 0.20 ac and is now 0.19ac. Mech. Clearing in Wetlands was 0.11 ac and is now 0.10 ac. *** Rev 11-4-16 Site 11 Ditch alignment adjustment. Increased Permanent Surface Water Impacts (Bank Stabilization) by 3', reduced Temporary Surface Water Impacts by 3'. ***" Site 14: Design Revision raised grade at -L- 314+63, culvert extended. ***"* Site 136: Design Revision added Driveway at -L- 311+74 Rt. New Mechanized clearing in Wetland. ised 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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) 12 -L- 283+77 RT&LT 1 10'X8' RCBC 0.03 113 12 -L- 283+77 RT&LT Bank Stabilization 0.02 < 0.01 99 31 13 -L- 307+70 RT&LT 66" RCP 0.02 217 13 -L- 307+70 RT&LT Bank Stabilization < 0.01 < 0.01 30 21 13A -L- 306+29-307+60 RT Roadwa Fill 0.02 153 13B""' -L- 311+74 RT Drivewa Fill 0.02 14 -L- 314+63 RT&LT 3 11'X11' RCBC 0.06 0.04 0.05 0.08 100 14 -L- 314+63 RT&LT Bank Stabilization 0.07 < 0.01 158 32 15 -L- 344+35 LT Pond Bank Stabilization < 0.01 < 0.01 8 10 SHEET SUBTOTALS': 0.06 0.04 0.06 0.26 0.02 877 94 TOTAL*: 1.64 0.24 0.11 0.63 0.66 0.04 1693 278 *Rounded totals are sum of actual impacts NOTES: was 0.11 ac and is now 0.10 ac. `*` Rev 11-4-16 Site 11 Ditch alignment adjustment. Increased Permanent Surface Water Impacts (Bank Stabilization) by 3', reduced Temporary Surface Water Impacts by 3'. `*`* Site 14: Design Revision raised grade at -L- 314+63, culvert extended. "�`� Site 13B: Design Revision added new Driveway at -L- 311+74 Rt. New Mechanized clearing in Wetland. Revised 2013 10 24 � � _ � � � � � � � � � s � � �� _� � � � � N I � / �� I � N I � � � � / I N � I �3 a I L � � / � I � � I � I = � � �i � I w � Fr NI � H �''� I � � � � w � I a � � ' �' I � � � � � � � � Z �� V �+ � —� I � �� I �� I �i�� I N �� o �� , � W�W � � r,F� � I ��Q O r'itr*L �� in � w I � _ ��,, � � �� O �V�� ; Z �� II � it+rtfF++� _�� • � GRAPHIC SCAL�S DESIG11t DATA PROJECT LEI�GTH Prepored in the office of: HYDRAULICS E1VGIIVEER ADT 2016 = 10,s92 DIVISI011t OF HIGHWAYS 50 25 0 50 100 1000 Birch Rid e Dr., Ralei h 111C, 27610 �'��10 �/� ` � ADT 2036 = 15 848 �� . � � � LE11tGTH OF ROADWAY TIP PROJECT R-28I4C = 6.580 MILES ��° � ��o,��, K — � O % 2012 STANDARD SPECIFICATI011iS ----------------------- ;;;, �:' � �r��,, PLANS — LE11lGTH STRUCTURES TIP PROJECT R-2814C = 0.015 MILES '�� " D = 65 % %E. /� � �� TOTAL LEIVGTH OF TIP PROJECT R-2814C = 6.595 MILES SIGNATURE: n ��--- � 50 25 0 50 l00 T— 6 ��o * RIGHT OF WAY DATE: PHILLIP E. ROGERS, PE � � V= 60 MPH JANUARY 28, 2015 I'ROJECT ENGINEER ROADWAY DESIG11t E11tGI11tEER ��-�� \ �� ,��„ PROFILE HORIZONTAL * � o �'� ��v�%' ( ) TTST = 2 /o D UAL = 4 /o , - � � � 5 0 5 10 FUNC CLASS = LETTI11lG DATE: CASEY E. HARRIS, PE �� '�� ,� � � MAJ O R C O L L E C T O R J A N U A RY 15 � 2 O � 9 I'ROJECT DESIGN ENGINEER ----------------------- P.E. DOCUMENT NOT CONSIDERED FINAL PROFILE (VERTICAL) STATEWIDE TIER SIGNATURE: UNLESS ALL SIGNATURES COMPLETED BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT SITE NO. STRUCTURE SIZE / STATION TYPE (FROM/TO) ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 30" RCP -L- 64+50 RT&LT X 20346 12410 32756 2 3@ 12'X11' RCBC -L- 107+gg RT&LT X 9087 5422 14509 3 1@ 12'X7' RCBC -L- 137+22 RT&LT X 15170 9506 24676 4 1@ 12'X7' RCBC -Y- 21 +86 RT&LT X 7518 3300 10818 5 TOE PROTECTION -Y- 31+25 RT X 2001 876 2877 6' 2@ 7'X7' RCBC -L- 168+21 RT&LT X 17507 9823 27330 7 54" RCP -L- 229+60 RT&LT X 9750 8540 18290 8 1@ 10'x8' RCBC -L- 283+77 RT&LT X 11339 7396 18735 9 66" RCP -L- 307+67 RT&LT X 18942 8927 27869 9A ROAD FILL -L- 306+50 RT X 10615 6758 17372 9B 15" RCP -L- 309+50 RT X 1438 2231 3669 9C 24" CSP -L- 312+57 RT X 79 1181 1260 9D Driveway -L- 311+74 RT X 1013 1991 3004 10 3@ 11'x11' RCBC -L- 314+63 RT&LT X 15391 8982 24373 10A STILLING BASIN -L- 314+g0 RT X 1038 1038 11 36" RCP -L- 343+79 RT&LT X 3327 4182 7509 TOTAL: 14363 12808 27170 129160 79755 208915 * Site 6: Revision 11-4-16: Fill slope adjustment: Reduced BZ 2 Impacts by 127 sf. * Site 9D: Revision 3-8-18. New site added for new driveway. Rev.Jan 2009 Carpenter,Kristi From: Rivenbark, Chris Sent: Wednesday, May 09, 2018 8:05 AM To: Eric Alsmeyer (eric.c.alsmeyer@usace.army.mil); Ridings, Rob Cc: AI-Dhalimy, Nadia A; AI-Ghandour, Majed N; Barclay, Carl A; Chapman, Amy; gary�jordan@fws.gov; Hanks, Brian; Hopkins, Joey; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Murray, Christopher A; NCDOT Service Account - Roadway Design; Staley, Mark K; Wilson, Travis W.; Harmon, Beth; Dilday, Jason L Subject: Permit modification request, R-2814C Wake/Franklin Counties Follow Up Flag: Follow up Flag Status: Flagged A permit modification request has been prepared for R-2814C. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ Chris Rivenbark Environmental Analysis Unit North Carolina Department of Transportation 919 707 6152 office crivenbark(a�ncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.