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HomeMy WebLinkAbout20170239 Ver 1_C203844 Combined EC Plans Permits for Site 7_20180325�I • � -L- POT Sta. 26 + 80.46. `�' -SBL- PC Sta. 20 + 80.46, -NBL- PC Sta. 20 + 80.46_ -Y2- W. DEERFIELD TRACE � TD =4 � J � �� ; -Y3- E. DEERFIELD TRACE -NBL- STA. 25+45 +/ { ,�„�,�; ��E�A,,E �,� _ � i,�, ����� �� ����� � ���� � �������� �� �������� -L- POC Sta. 34 + 25.0� _ - BL- PT Sta. 34 + 50. 2 -SBL- PT Sta. 34 + 55.35 �o���'� � -NBL- STA. 27+65 +/- 1 BEGI11 t TIP PR OJECT U-3I09A -L- STA.14 + 30. 00 GRAPHIC SCALE 50 25 0 50 100 �� PLANS ,�T� ����� ,,,..� MEB�`\M`�� tqU�' 'L �,�aE a� � � �. _ ��E � U Ya- SK ' �a� N Z O -Y6- � � � THIRD ST. � �� � . � � tin � �l i,`. , � THESE EROSION A111D SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTI011i PERMIT EFFECTIVE AUGUST 1, 2016 A111D ISSUED BY THE NORTH CAROLINA DEPARTME11tT OF E11lVIR011lMENT AND 1VATURAL RESOURCES DIVISI011t OF WATER RESOURCES. I�� ��> I'� 1�� I'� ��> 1�� ��> � I�: II) ��' �) � � � �' � ' ,; �' ' ' �) �; / \ � ♦ ♦ � i; LOCATI01�: 1�C 119 RELOCATI01�1 FROM I-40 /85 TO 11tORTH OF SR 1921 (MEBA11lE ROGERS ROAD /STAGE COACH ROAD) TYPE OF WORK: GRADI1�lG, PA VI11lG, DRAI11tAGE, STR UCTURES, A11tD SIG11lALS \ -Y26- LAKE LATHAM- 8�95 Np`� BEGIN BRIDGE -I - STA 14�+41 +/- BEGIN CULVERT _i _ cTn aF+aF nF �� END CULVERT -L- STA. 97+09.21 Y9� F�E��SToNE �` � ���F k�1� �q'I -Y10- STA. 19+63.69 ��� �� � �� ��t� . � ����� ,� � ,: . Prepared in the Office of: SUNGATE DESIGN GROUP, P.A. . ' 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 . TEL (919) 859-2243 - ��I I�� _ ENG FIRM LICENSE NO. C-890 Designed by: 11 �\ `� � � 9'?�''Ty O1 T ti END BRIDGE i -I - �TA 147+'�ti +/- END CULVERT _ n_ _ T a+� BRIA11l 11t ELAM, PE #3195 NAME LEVEL III CERTIFICATION NO. 31 � � � \\ 0 � ff -Ylb- RAILROAD ST. (US 70) (SR 1964) 0 � O � r � � � O rn11 z � O v 1. V � W A� E ` �O• �'� DO �O �q, .y -Y20- MEBANE ROGERS / STAGE COACH RD (SR 1921) - � ���119 E11tD TIP PROJECT U-3109A -L- STA.196 + 00.00 NOTES: 1. THIS IS A LIMITED CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. THE INTERCHANGE WILL BE FULL CONTROLLED ACCESS. 2. PROJECT IS PARTIALLY LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF MEBANE. 3. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. Revlewed in the Office of: ROADSIDE E11tVIR01�ME1�TAL U1�IT 1 South Wilmington St. Raleigh, NC 27611 2012 STA11tDARD SPECIFICATI011tS Reviewed by: JE11 r11 tIFER PARI SH, EI, CPES C, CPS WQ STATE STATE PROJECT REFERENCE NO. �����u� T�➢`1'.�L N6D. S1HlE�T� �a�a Up3109� ECpI 3TATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 34900.1.1 STP-0119(10) PE 34900.2 . FRU4 STP-0119 (10) UTI LITY 34900.2.FR4 STP-0119(10) ROW �R��I�N �N� ���IMENT C�N�R�� M���VR�� � SEd• Descri�Eion svmbo] 1630.0� ���IlIl�1][D7iflll°��Il°�' �Illlt� ll.%Il�C1[]I ..... ... ........... TSD 1'U�O.o� ���T�l][DcflIl"�1II"g' �Il`Y%�IlTSIl�ID➢1l ........ � TD � 1605.01 �I°��������,� �Il�� IF���� 1606.0� ��i>���CIl�"tll ���'LIlRll�1�2Illllt �l�S9IlIl�ll`c�ll ��IYIl�C� 1622.01 °I[���,��������� ]�,��n��� ,��,d� ������ ������� �•-- � 1630.02 �Il��t 1���IlaIl °1���« 1B' - - - - � 1633.01 �[°�Il���,�m����� ]E���l� �Il�� �����ll�- �'������ � � � ��Il7CIl][�r4Il�,�Il'�' �iD�CJh� �llllit ��I����ll� ll �'�i��.�il `SyIl�ll1 �1������� ���� ��m������������,��� ������. � 1633.02 °I[��;��a��,�a����� II����➢� �Il�� ������;�� °IC'��>�_� i ����E�� // �mnn° �° Il��e�° ����i��� � ew- CRW - V'V' ����.u�// �I��IlR' �IlID�eIC` V'V' �il��ll� � �S Il I� 1�1 1f' � ll,�' a�L 2' ]P' \V ll �t Il IT➢1 c{Il ��1 ll_!�'� .L� !1 � � 163�.0� ll ��IlIl7l]�QDll`�L1�� ll���'Jk� �iE�LIlIlllIl�C➢1� ll.I,�IlIla �a'][D��P�- �oaGoc 163�4.olr ��PllIlSI��DI['�lll°4 llO�DCll4 ����CllIlIlIlll�➢Ili� �a`�Il4Il ��Y�[D�c1L9-- � �D 1�i35.01 1[����� I���<<� l�a������ �,��t����,�Il�� �R,�� �'���EP-� �� 1�a�5.02 �����: �u��e �m��iE ��ed�i�nm�en��E �'��� ���n�e���_--g g 1630.0� ��Il��ll�� i ��IlIlll aoo� � 1630.06 �����a��� ���➢la�� ����pIl � ll`\�D�!�� Jllf➢ll�lf, ��c�IlIl�]�1��II?l� 1l IL�]�o 1632.01 �'��� � - - - - - - A � 1632.02 �'���� '� - -- - -- -- - -- - - -- � � 1632.03 �['��� �� C � �1�IlIllt�lGtll�]C 1LD��IlIl➢...... � 1 Il�II'�� �1{iIlIl11�IlITli�`]C` 1L��4IlIlll----------------------------- �llll]CIlll�1CdlI�Rc�Il7l ��L�Illlll..... � l 303(d) IMPAIRED WATER(S) F,XIST ON THIS PROJLC"I' 303(d) Impaired Water Zone(s) Exist From Sta. Be�in to Sta. End Refer To E. C. Special Provisions for Special Considerations. ENVIRONMENTALLY SENSITIVE AREA( S ) F.XIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLF.ARING AND GRUBBING PHASE OF CONSTRUCTION. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. HIGH QUALITY WAT�R(S) EXIST ON THIS PROJECT High Quality Water Zone(s) Exist From Sta. Begin to Sta. End Refer To E. C. Special Provisions for Special Considerations. Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632A1 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sedirnent Trap Type C 1607.01 Gravel Construction Entrance 1633A1 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633A2 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640A1 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installa�ion C " 1.) CONSTRUCT SKIMMER BASIN 8.4. 2.) CONSTRUCT TEMPORARY CHANNEL CHANGE #1 WITH LINER (SEE DETAIL). 3.) INSTALL IMPERVIOUS DIKES #1 AND #2 AND DIVERT FLOW THROUGH TEMPORARY CHANNEL CHANGE #1. 4.) DEWATER CONSTRUCTION AREA, UTLIZING SKIMMER BASIN 8.4 AS STILLING BASIN. 5.) CONSTRUCT PROPOSED 66" RCP, HEADWALL AND INLET AND OUTLET CHANNELS IN ACCORDANCE WITH THE PLANS. 6.) REMOVE IMPERVIOUS DIKES #1 AND #2, TEMPORARY CHANNEL #1 AND DIRECT FLOW THROUGH 66" RCP. 7.) 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' TEMPORARY CHANNEL — — � ��� � � ��� � � � � � — — _ � � � � ��—�\� CHANGE #1 W/LINER —_����������\�� ��—�=` ---� __� � — .� _ �� � � � SEE DETAIL � <j`'_\ � � �� � � �a�� � � _ _ ^ _ — _� �o�_ � � � � � � � � — — �\ � — � �_ � -� � ��, r� � ,�rV � � � �� � � � � — � � � �'J� � � � a� �iR � �� � � � � � ''-I � � i3c y �� � � �J>�,.=-- �� � ,� � � �—���==_ �l'�� ---�_��� � In\ — i1 � —�j/ .., �j� — _ _ -- \_ � \ ` C ` *, � = � � ��—_ --__ � ///� —_ ��\ � � �� � < � �,Zg � ��. � ��'J Tc= . 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I� �`� , -, Type of Liner CI'I' Riprap b-Varies \ 1 I 1` f '� I � \ � \ Est 230 Tons � � CL 'I' RIPRAP %" � \ � z � "" CL 'I' RIPRAP w/ �nP� �� I - � , ' - �� . . / NATIVE MATERIAL 1�,,, \ , _ _\ FROM STA. 93 + 93 TO STA. 96 + 36 -L- RT N 03°56' 57" E PLACED oN ror -� !_ i TO FILL VOIDS '�� �� 2j 32;�_ 95.34' 11' 22' -1 ���_��� �j �\� 'S`T�'`_ �^-' _ �. 3p j 32„ w S 87°41'48" W _ ' ����-,� j` • 3q- \ *THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER \ �� J� , �' �\ 5 06,\�,q�° E 9.60' MATTING AND THE PERIMETER SHALL BE LINED WITH CLASS 'I' < �>.� ` __ � ; �/ RIP RAP. IF FILL IS NEEDED FOR THE BENCH, USE CLASS 'I' I� 2"(3•5� RIP RAP AND PLACE NATIVE MATERIAL ON TOP TO FILL VOIDS. _ - . \ � � � FOR -L - PROFILE SEE SHEET 35 , PROJECT REFERENCE NO. SHEET NO. U —3/09A Ec-ioaiconrsr.io R�W SHEET NO. ' ' ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER � � • � P HAS E I P HAS E I I 1.) CONSTRUCT STILLING BASIN #1 (MIN. CAP. 170 CY). 1.) CONSTRUCT STILLING BASIN #2 (MIN. CAP. 290 CY) 2.) CONSTRUCT TEMPORARY CHANNEL CHANGE #1, INSTALL IMPERVIOUS DIKE #1 AND DIVERT FLOW INTO TEMPORARY CHANNEL CHANGE. 2.) INSTALL IMPERVIOUS DIKE #4. 3.) INSTALL IMPERVIOUS DIKE #2 AND #3 AND DEWATER CONSTRUCTION AREA. 3.) DEWATER CONSTRUCTION AREA, UTILIZING STILLING BASIN #2 FOR EFFLUENT. 4.) CONSTRUCT PROPOSED 3@11'x9' RCBC, INLET & OUTLET CHANNELS, CHANNEL CHANGE AND BANK STABILIZATION IN ACCORDANCE WITH THE PLANS. 4.) PLACE FILL MATERIAL IN EXISTING CHANNEL IN ACCORDANCE WITH THE PLANS. 5.) REMOVE IMPERVIOUS DIKES #2 AND #3 AND DIRECT FLOW INTO CHANNEL CHANGE AND THROUGH 3@11'X9' RCBC. 5.) REMOVE IMPERVIOUS DIKES #1 AND #4 AND STILLING BASIN #2. 6.) REMOVE TEMPORARY CHANNEL #1 AND STILLING BASIN #1 6.) 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A 1 I 1 1 I I I �y, 1 �1 � � � . � � � \ � � � � �.� \ ��� � � �� � � � \ � \ �� � — � � � �, � �,_ � \ � 9� � A \ B Min. D = 5.0 Ft. ;� � � \ \ � A \ �� � A � �J O 2�J O J� O � OO B a 6.0 Ft. 0 Ft. Type of Liner= GEOTEXTILE (NCDOT Type 4) PLANS �,µ 5YA7f a i� ��� Y[�, 't0 i -0= :y,y C: '.� �0 32' ,���� . STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR MEMORANDUM TO: FROM: June 30, 2017 Mr. Mike Mills, P.E. Division 7 Engineer Philip S. Harris, III, P.E., Manager �°� Natural Environment Section JAMES H. TROGDON, III SECRETARY '`� SUBJECT: Alamance County; NC 119 Relocation from I-85/I-40 to South of SR 1918 (Mrs. White Lane) in Mebane — Mebane Bypass; Federal Aid No. STP-119(1); WBS 34900.1.1; TIP U-3109. Attached are the U.S. Army Corps of Engineers Individual Permit and N.C. Division of Water Resources Water Quality Certification. All environmental permits have been received for the construction of this proj ect. A copy of this permit package will be posted on the NCDOT website at: https://connect.ncdot. gov/resources/Environmental/Pages/default. aspx Quick Links>Permit Documents> Issued Permits. cc: w/o attachment (see website for attachments) Mr. Andy Gay, P.E. Contracts Management Ms. Jerry Parker, Division 7 Environmental Officer Dr. Majed Al-Ghandour, P.E., Programming and TIP Ms. Brenda Moore, P.E., Roadway Design Mr. Carl Barclay, P.E., Utilities Unit Mr. Matt Lauffer, P.E., Hydraulics Mr. Brian Hanks, P.E., Structure Design Mr. Mark Staley, Roadside Environmental Mr. Ron Hancock, P.E., State Roadway Construction Engineer Mr. Brian Yamamoto, P.E., Project Development MailingAddress: Telephone: (919)707-6000 Locafion: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1020 BIRCH RIDGE DRNE ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RAI.EIGH NC 2%61� IS9H MAIL SERVICE CENTER Rni.E[GxNC27699-1598 Website: www.ncdot.gov PROJECT COMMITMENTS T.I.P. Project No. U-3109 NC 119 Relocation from I-85/I-40 to South of SR 1918 (Mrs. White Lane) in Mebane — Mebane Bypass Alamance County Federal Aid Project No. STP — 119(1) WBS Element No. 34900.1.1 State Proj ect No. 8.1470901 COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN Project Development & Environmental Analysis Branch / Right of Way Branch The NCDOT will continue to coordinate with St. Luke's Christian Church throughout the project and work with the church to develop a detailed plan on the timing and means of the relocation prior to right-of-way acquisition. Advanced acquisition of the church has been completed. The church plans to relocate to and build on property on US 70 approximately '/ mile from its current location. Project Development & Environmental Analysis Branch / Highway Division 7 Office This project involves an environmentally sensitive area, identified on the preliminary design plans. No earthwork, staging, or storage of any kind should occur within this environmentally sensitive area. The environmentally sensitive area will be identified on the final design plans for Section B of the project, which will be designed at a later date. Project Development & Environmental Analysis Branch — Human Environment Unit The NCDOT, in consultation with the North Carolina State Historic Preservation Officer (HPO), the Eloise W. Cates Estate, and the Marsha A. Ritchie Trust, will develop and implement a landscape plan for the portion of the historic Cates Farm directly impacted by the project. No action at this time. The photo-documentation of the Cates Farm will be completed prior to construction. The landscape plan will be prepared in coordination with the property owners when the Section B design is prepared. Hydraulics Unit / Roadway Design Unit Investigate a spanning (three-sided) bottomless culvert at major stream crossing Site 2(Unnamed Tributary to Mill Creek [UT14]). U-3109 Permit Greensheet June 2017 Page 1 of 3 This stream is located in Section B of the project. The final design has not been prepared for Section B at this time. However, a bottomless culvert will be investigated once final design for Section B is undenvay. Hydraulics Unit Hazardous spill protection measures will be provided at stream crossings within 1/2 mile of the water supply watershed critical area of the Graham-Mebane Reservoir during final design of Alternative 9. Hazardous spill basin(s) will be included in the design of the project. Coordinate with the NC Floodplain Mapping Program (FMP), the delegated state agency for administering the Federal Emergency Management Agency's (FEMA) National Flood Insurance Program, to determine status of project with regard to applicability of NCDOT'S Memorandum of Agreement with FMP (dated 6/5/08), or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). NCDOT is coordinating with the NCFMP regarding a CLOMR due to floodplain impacts resulting from two crossings of MoAdams (McAdams) Creek. Highway Division 7 Office This project involves construction activities on ar adjacent to FEMA-regulated streams. Therefore, the Division shall submit sealed as-built construction plans to the Hydraulics Unit upon completion of project construction, certifying that the drainage structures and roadway embankment that are located within the 100-year floodplain were built as shown on the construction plans, both horizontally and vertically. No action to date. This commitment will be fulfilled after construction is completed. Geotechnical Unit A re-evaluation of the two facilities containing potential hazardous materials/waste sites located along Alternative 9 will be completed once right-of-way plans are complete. Right of Way Plans are approaching completion. The Geotechnical Unit will follow through with the evaluation in the coming months. Geotechnical Unit/ Contract Standards and Development The GeoEnvironmental Section will provide a Project Special Provision with the let package notifying the contractor that contaminated soil may be encountered during construction. In the event that contaminated soil is encountered, the contaminated soil will be properly disposed at a facility licensed to accept it. U-3109 Permit Greensheet June 2017 Page 2 of 3 This commitment was added as of 11/03/2014. Action will be taken prior to let. COMMITMENTS FROM PERMITTING Highway Division 7 NCDOT shall design, construct, and operate and maintain four hazardous spill catch basins (HSCBs) adjacent to streams that drain to the water supply critical areas (WS CA) of Forest Lake and Graham-Mebane Reservoir. The HSCBs shall be located as shown in the Table below: Locations of Hazardous Spill Catch Basins Station Coordinates Surface Water 161+92-L-RT 361028 -79.2946 Back Creek 179+68-L-RT 361058 . -79.2901 Back Creek 20+90-Y16RPA-LT 361084 -79.2838 Back Creek 32+55-Y20-LT 36.1018 -79.2932 UT to Mill Creek U-3109 Permit Greensheet June 2017 Page 3 of 3 Regulatory Division/1200A DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 Action ID: SAW-2002-20667 June 27, 2017 Mr. Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head North Carolina Department of Transportation Division of Highways 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: In accordance with your written request of February 27, 2017, and the ensuing administrative record, enclosed is a Department of the Army (DA) Permit to construct the 4.8 mile long Mebane Bypass in Alamance County, TIP U-3109, including widening NC 119 to six- lanes from the I-40/I-85 interchange north to the existing 3rd Street Extension, improvements to a portion of SR 1997 (Corrigidor Road), including realignment to the east of its existing location and connecting it to SR 1973 (Tate Avenue) near the Mebane Wastewater Treatment Plant (WWTP), and tying-in SR 1970 (Roosevelt Street) into the proposed Corrigidor Road realignment just north of the City of Mebane Maintenance Yard. The project also constructs NC 119 on new location as a four-lane, median-divided facility from the existing 3rd Street Extension north until tying into existing NC 119 just south of Mrs. White Lane. The project involves the permanent discharge of dredged or fill material into 6,2321inear feet of stream channel (6,0651inear feet of permanent loss and 1671inear feet of bank stabilization), 0.89 acre of riparian wetlands (0.78 acre of permanent fill, 0.02 acre of excavation, and 0.09 acre of mechanized clearing), and 0.32 acre of open water, as well as the temporary discharge of dredged or fill material into 461 linear feet of stream channel. Any deviation in the authorized work will likely require rnodification of this permit. If a change in the authorized work is necessary, you should promptly submit revised plans to the Corps showing the proposed changes. You may not undertake the proposed changes until the Corps notified you that your permit has been modified. Printed on� Recycled Paper -2- Carefully read your permit. The general and special conditions are important. Your failure to comply with these conditions could result in a violation of Federal law. Certain significant general conditions require that: a. You must complete construction before December 31, 2022. b. You must notify this office in advance as to when you intend to commence and complete work. c. You must allow representatives from this office to make periodic visits to your worksite as deemed necessary to assure compliance with permit plans and conditions. You should address all questions regarding this authorization to Mr. David Bailey, in the Raleigh Regulatory Field Office, telephone number (919) 554-4884, extension 30. Thank you in advance for completing our Customer Survey Form. This can be accomplished by visiting our web-site at http://corpsmapu.usace.army.mil/cm ape�f?p=136:4:0 and completing the survey on-line. We value your comments and appreciate your taking the time to complete a survey each time you interact with our office. Sincerely, _�_1w .� ��`�t''� � Kevin P. Landers Sr. �Colonel, U.S. Army District Commander Enclosures Copy Furnished (with enclosures): Chief, Source Data Unit NOAAlNational Ocean Service Attn: Sharon Tear N/CS261 1315 East-West Hwy., Rm 7316 Silver Spring, Maryland 20910-3282 Printed on� Recycled Paper -3- Copies Furnished with special conditions and plans: Mr. Pete Benjamin U.S. Fish and Wildlife Service Raleigh Ecological Service Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Fritz Rohde Habitat Conservation Division — Atlantic Branch 101 Pivers Island Road Beaufort, North Carolina 28516 Mr. Todd Bowers Oceans, Wetlands and Streams Protection Branch Wetlands and Streams Regulatory Section U.S. Environmental Protection Agency — Region 4 Sam Nunn Atlanta Federal Center 61 Forsyth Street, SW Atlanta, Georgia 30303-8931 Mr. Doug Huggett Division Coastal Management N.C. Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557 Dr. Pace Wilber Habitat Conservation Division — Atlantic Branch NOAA Fisheries Service 219 Fort Johnston Road Charleston, South Carolina 29412 Printed on � Recycled Paper ... ,. ��..9, ,-..",� 1 _�.' ' " NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: NC Deaartment of Transbortation File Number: SAW-2002-20667 Date: June 21, 2017 Attached is: INITIAL PROFFERED PERMIT PROFFERED PERMIT (Standarc PERMIT DENIAL Permit or Letter of Permit or Letter of APPROVED JURISDICTIONAL DETERMINATION PRELIMINARY JURISDICTIONAL DETERMINATION See Section Below SECTION I- The following identifies your rights and options regarding an adrninisfrative appeal of the Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/re� or Coras re�ulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. A B C D E ve decision. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for fnal authorization. If you received a Letter of Permission (LOP), you rnay accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY NRISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CO�ITACT FOR QUE�fiTONS OR II�FOs�1VTATIbN: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you appeal process you may contact: may also contact: District Engineer, Wilmington Regulatory Division Mr. Jason Steele, Administrative Appeal Review Of�cer Attn: David E. Bailey CESAD-PDO Raleigh Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division 3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room 1OM15 Wake Forest, North Carolina 27587 Atlanta, Georgia 30303-8801 Phone: 404 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 da notice of an site investi ation, and will have the o ortunit to artici ate in all site investi ations. Date: Telephone number: Signature of a ellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David Bailey, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 DEPARTMENT OF THE ARMY PERMIT Permittee NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ATTN: MR. PHILIP S. HARRIS III, P.E., C.P.M. Permit No. SAW-2002-20667 Issuing Office CESAW-RG-R NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: The project involves construction of the 4.8 mile long Mebane Bypass in Alamance County, TIP U- 3109, including widening NC 119 to six-lanes from the I-40/I-85 interchange north to the existing 3rd Street Extension, improvements to a portion of SR 1997 (Corrigidor Road), including realignment to the east of its existing location and connecting it to SR 1973 (Tate Avenue) near the Mebane Wastewater Treatment Plant (WWTP), and tying-in SR 1970 (Roosevelt Street) into the proposed Corrigidor Road realignment just north of the City of Mebane Maintenance Yard. The project also constructs NC 119 on new location as a four-lane, median-divided facility from the existing 3rd Street Extension north until tying into existing NC 119 just south of SR 1918 (Mrs. White Lane). The project involves the permanent discharge of dredged or �II material into 6,232 linear feet of stream channel (6,065 linear feet of permanent loss and 167 linear feet of bank stabilization), 0.89 acre of riparian wettands (0.78 acre of permanent fill, 0.02 acre of excavation, and 0.09 acre of inechanized clearing), and 0.32 acre of open water, as well as the temporary discharge of dredged or fill material into 461 linear feet of stream channeL THIS IS A PHASED PERMIT AUTHORIZATION: This permit only authorizes work on Section A of TIP U-3109. Construction on Section B of TIP U-3109 shall not commence until �nal design has been completed for this section, the permittee has minimized impacts to waters and wetlands to the maximum extent practicable, any modi�cations to the plans, and a compensatory mitigation plan, have been approved by the US Army Corps of Engineers (the Corps). Project Location: The project area is located along NC 119 from the Interstate 40/85 (I-40/I-85) to the existing SR 1962 (3rd Street) Extension, in Mebane, Alamance County, North Carolina. The project then proceeds on new location, relocating NC 119 to the west and north of downtown Mebane before tying into existing NC 119 just south of SR 1918 (Mrs. White Lane). The project terminates just north of Mrs. White Lane. (36108733°N, -79.286213°W [central point]). Peimit Conditions: General Conditions: 1. The time limit for completing the work authorized ends on December 31, 2022. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325 (Appendix A)) 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit, Special Conditions: SEE ATTACHED SPECIAL CONDITIONS Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: () Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). ( X) Section 404 of the Clean Water Act (33 U.S.C. 1344). () Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modifcation, suspension, or revocation of this permit. ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325 (Appendix A)) 4. Reliance on Applicant's Data: The determination of this office that issuance ofthis permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this offce may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit, Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. (PERMITTEE) NC DEPARTMENT OF TRANSPOR TION +� ( ATTN: MR. PHILIP S. HARRIS III oG- 26- Zot (DATE) This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. �� 1 DER) KEVIN P. LANDERS, SR., COLONEL a � ��. �� �, (DATE) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE) (DATE) *U.S. GOVERNMENT PRINTING OFFICE: 1986 - 717-425 SPECIAL CONDITIONS ACTION ID: SAW-2002-20677 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION U-3109, ALAMANCE COUNTY Work Limits CONSTRUCTION PLANS: All work authorized by this permit must be performed in strict compliance with the attached plans for U-3109A, Wetland Surface Water Impacts Permit, dated February 29, 2016, Permit Drawing Sheets 1-43, dated February 1, 2016 (Sheets 4-9, 20-22, and 28-30), February 29, 2016 (Sheets 1, 10-12, 15-17, 23-27, 31-33, 36-38, 40, and 41), March 10, 2016 (Sheets 2, 3, 13, 14, 18, 19, and 39), October 5, 2016 (Sheets 34 and 35), and December 12, 2016 (Sheets 42 and 43), which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USACE) prior to implementation. 2. PHASED PERMIT: This permit only authorizes work on Section A of TIP U-3109. Construction on Section B of TIP U-3109 shall not commence until fnal design has been completed for those sections, the permittee has minimized impacts to waters and wetlands to the maximum extent practicable, any modifcations to the plans, and a compensatory mitigation plan, have been approved by the USACE. 3. LJNAUTHORIZED DREDGE OR FILL: Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fll or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. 4. MAINTAIN CIRCULATION AND FLOW OF WATERS: Except as specified in the plans attached to this permit, no excavation, fill or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands. DEVIATION FROM PERMITTED PLANS: The permittee shall ensure that the construction design plans for this project do not deviate from the permit plans attached to this authorization. Written verification shall be provided that the fnal construction drawings comply with the attached permit drawings prior to any active construction in waters of the United States, including wetlands. Any deviation in the construction design plans will be brought to the attention of the Corps of Engineers, Mr. David E. Bailey of the Raleigh Regulatory Field Office prior to any active construction in waters or wetlands. PRECONSTRUCTION MEETING: The Permittee shall schedule an onsite preconstruction meeting between its representatives, the contractor's representatives and the appropriate Corps of Engineers Project Manager prior to undertaking any work within jurisdictional waters and wetlands to ensure that there is a mutual understanding of all terms and conditions contained within the Department of the Army permit. The Permittee shall notify the Corps of Engineers Project Manager a minimum of thiriy (30) days in advance of the scheduled meeting in order to provide that individual with ample opportunity to schedule and participate in the required meeting. SPECIAL CONDITIONS ACTION ID: SAW-2002-20677 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION U-3109, ALAMANCE COUNTY BORROW AND WASTE: To ensure that all borrow and waste activities occur on high ground and do not result in the degradation of adjacent wetlands and streams, except as authorized by this permit, the permittee shall require its contractors and/or agents to identify all areas to be used to borrow material, or to dispose of dredged, fill, or waste material. The permittee shall provide the USACE with appropriate maps indicating the locations of proposed borrow or waste sites as soon as the permittee has that information. The permittee will coordinate with the USACE before approving any borrow or waste sites that are within 400 feet of any streams or wetlands. Related Laws 8. WATER CONTAMINATION: All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-3300 or (800) 858-0368 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. Project Maintenance 9. NOTIFICATION OF CONSTRUCTION COMMENCEMENT AND COMPLETION: The permittee shall advise the Corps in writing prior to beginning the work authorized by this permit and again upon completion of the work authorized by this permit. 10. PERMIT DISTRIBUTION: The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all conditions, shall be available at the project site during construction and maintenance of this project. 11. PERMIT REVOCATION: The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative rnay direct, restore the water or wetland to its pre-project condition. 12. CLEAN FILL: Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated from an upland source and will be clean and free ofany pollutants except in trace quantities. Metal products, organic materials (including debris from land clearing activities), or unsightly debris will not be used. Soils used for fill shall not be contaminated with any toxic substance in concentrations governed by Section 307 of the Clean Water Act. SPECIAL CONDITIONS ACTION ID: SAW-2002-20677 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION U-3109, ALAMANCE COUNTY 13. SILT-FENCING: The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). Fescue will not be planted within wetland areas. 14. EROSION CONTROL MEASURES IN JURISDICTIONAL WATERS: A. During the clearing phase of the project, heavy equipment must not be operated in surface waters or stream channels. Temporary stream crossings will be used to access the opposite sides of stream channels. All temporaiy diversion channels and stream crossings will be constructed of non-erodible materials. Grubbing of riparian vegetation will not occur until immediately before construction begins on a given segment of stream channel. B. No fll or excavation impacts for the purposes of sedimentation and erosion control shall occur within jurisdictional waters, including wetlands, unless the impacts are included on the plan drawings and specifically authorized by this permit. C. The permittee shall remove all sediment and erosion control measures placed in wetlands or waters, and shall restore natural grades in those areas, prior to project completion. 15. PROHIBITION ON CONCRETE: The permittee shall take measures to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with any water in or entering into waters of the United States. Water inside coffer dams or casings that has been in contact with concrete shall only be returned to waters of the United States when it no longer poses a threat to aquatic organisms (i.e. concrete is set and cured). 16. INSTALLATION OF CULVERTS: Unless otherwise requested in the applicant's application and depicted on the approved work plans, culverts greater than 48 inches in diameter will be buried at least one foot below the bed of the stream. Culverts 48 inches in diameter and less shall be buried or placed on the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall be made to maintain existing channel slope. The bottom of the culvert must be placed at a depth below the natural stream bottom to provide for passage during drought or low flow conditions. Destabilizing the channel and head cutting upstream should be considered in the placement of the culvert. SPECIAL CONDITIONS ACTION ID: SAW-2002-20677 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION U-3109, ALAMANCE COUNTY 17. AQUATIC PASSAGE: Measures will be included in the construction/installation that will promote the safe passage of fish and other aquatic organisms. The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed opening should be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. Spring flow should be determined from gauge data, if available. In the absence of such data, bankfull flow can be used as a comparable level. ESA 18. THREATENED AND ENDANGERED SPECIES: All necessary precautions and measures will be implemented so that any activity will not kill, injure, capture, harass, or otherwise harm any protected federally listed species. While accomplishing the authorized work, if the permittee discovers or observes a damaged or hurt listed endangered or threatened species, the District Engineer will be immediately notified to initiate the required Federal coordination. 19. NORTHERN LONG-EARED BAT: This USACE permit does not authorize you to take a threatened or endangered species, in particular, the Northern Long-eared Bat (NLEB) (Myotis septentrionalis). In order to legally take a listed species, you must have separate authorization under the Endangered Species Act (ESA) (e.g., a Biological Opinion (BO) under the ESA, Section 7, with "incidental take" provisions with which you must comply). The U.S. Fish and Wildlife Service's (USFWS's) Programmatic BO titled "Northern Long-eared Bat (NLEB) Programmatic Biological Opinion for North Carolina Department of Transportation (NCDOT) Activities in Eastern North Carolina (Divisions 1-8)," dated March 25, 2015, and adopted on May 4, 2015, contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with "incidental take" that are specified in the BO. Your authorization under this USACE permit is conditioned upon your compliance with all the mandatory terms and conditions (incorporated by reference into this permit) associated with incidental take of the BO. Failure to comply with the terms and conditions associated with incidental take of the BO, where a take of the listed species occurs, would constitute an unauthorized take, and would also constitute non- compliance with your USACE permit. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its BO and with the ESA. Section 103 20. CULTURAL RESOURCES: The Permittee shall fully implement the Memorandum of Agreement between the Permittee, the North Carolina State Historic Preservation Officer, and the Federal Highway Administration, dated October 12, 2009, which is incorporated herein by reference. (See Exhibit A) 21. LJNKNOWN CULTURAL RESOURCES: While accomplishing the authorized work, if the permittee discovers any previously unknown cultural resources, the District Engineer will be immediately notified so that required coordination can be initiated with the North Carolina Division of Cultural Resources. 4 SPECIAL CONDITIONS ACTION ID: SAW-2002-20677 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION U-3109, ALAMANCE COUNTY Enforcement 22. REPORTING ADDRESS: All reports, documentation and correspondence required by the conditions of this permit shall be submitted to the following address: U.S. Army Corps of Engineers, Regulatory Division, Raleigh Regulatory Field Office, c/o Mr. David E. Bailey, 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587, and by telephone at: 919-554-4884, extension 30. The Permittee shall reference the following permit number, SAW-2002-20667, on all submittals. 23. REPORTING VIOLATIONS OF THE CLEAN WATER ACT AND RIVERS AND HARBORS ACT: Violation of these conditions or violation of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permitee's discovery of the violation. 24. COMPLIANCE INSPECTION: A representative of the Corps of Engineers will periodically and randomly inspect the work for compliance with these conditions. Deviations from these procedures may result in an administrative financial penalty and/or directive to cease work until the problem is resolved to the satisfaction of the Corps. Compensatory Mitigation 25. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. (See Exhibit B) 26. In order to compensate for wetland impacts associated with this permit, mitigation shall be provided from the NCDOT South Buffalo Creek Mitigation Site (I-2402, U-2525A, and I-2201 F/E). The NCDOT will debit 0.71 acre of Riparian Wetland Restoration credits from the site. NCDOT will provide a copy of the ledger to the Corps of Engineers, Raleigh Regulatory Field Office, prior to initiation of permitted wetland impacts. 5 _._. . _._.�_�� Exhibit A 1�+IEMf3F�ANptlN� �� �#taREEMENT BETW� ��V '�H� FEQ��#;L H��H1NA`�' AaNli�'�fl�`f�TI�?�V ANQ THE �t?RTH �AR�LTNA ST'A`T� �II�T�R�� PRE�ERVATx�N �FFT�Ef� FC}R �� �.1'� REL�CaTIC�N �-85J�i� Tt] St�UTt� ClF ��t i918 �MiRS. WHiTE LAiN�) ME�ANEI _A,LANIANl�E !",;��hITYr IVC�RT�-1 �AA'.ULIN1�1 'i�P Pi�4JECT N�. tJ-3109 �E[?ERA►1. AT[� P�ttOJE�T �1i�. �TR-�1'�(Z) WHEREAS, th� F+�d�r�l Mighw�y Adminf�tr�ti�r� (�HV1IA} h�s deterrr�in�d that th�e relc�ca�ipn �f h1C 139 frvm ti�e I-�����D ir►t�rchartge sout:�tw�s� of Meb�n� ta �xisting N� � 19 n��r 5�.1�1� {Mrs. �+/hit� Lar��� nar�h Qf M��ane In Alamar�ce Caunty, incl��ling 9mprovemer�tis ta a p�rti�n c�f SR �.'��% �CorriAi�d�r Roa�) and SR �970 {f�oos�v�lt �tr��t} (�h� Undertaking} wil) have �n ��verse �ff�r,t �pc�n th� Charles �, an� H�ward Cat�s ��rm, a prpp�rfy (isted vn the Na�ional R�gister art Hist�ric l�laces �NRHR); �nd WHEREAS, fih� l,nd�r�aking will alter th� historic s�tting qf the �h�rEes �, anc! Hc�w�rd !���tes �arm �y 1} r�:quiring th� a�cqi�isitinn �= �2.fi ac��� �f rir�h�,�f-way; 2j isQlating an ad�ita�r�al �.G ��r�s from �h� re�t of t�e �arm; �nd 3j �r�atin� a r�a�way visEble fram, at I�ast, th� w�stcrn haif af th� pr�perty �nd rY�� elust�r r�f buildings comprisi�g t��� farmstead, includ',ng th� occup��d main hc�us�; and WHEREA�, the �HWA has �:vnsulted with th� Nv�fih CarQlin� �ta�e �li�torie Pr�servatio� �fficer �SHPC?) purs��nt to 3� �FR Part 800, regulati�r�� Implem�nkf n� ��c�i�n IOG �f th� Natic�na ( H`s�tori� Pr�servati�n A�t ( l� U.S.C. ��a�; a�,c� WH���AS, �h� Nor�h Caroiina p��a�tmer�t �of'frans:part�ti�n �N�D+QTjt khe Elo�s� W. Cates Es��te, and the Mar�h� A� Ritchl� Trusk {�he la�ker twa �haring fih� ownersha� c�f ti�� par�els �onrained w+ithin th� N�tional Regis��r b��,ndary ot the CI��rEes F� and Howard Cates F�rmj h�ave parkiciF7�tsd in t:h� �ansultation �nd b��n invited by� FHWA �nd th� North Car+aflna SMPC3 �o c�ncur i►� this Nl�morand��m of 1�gr��m�nt �N3QA�; and U-_a�11�, ,���m�rtcc� G`c�nty t��tnhet 1,�, �ClQ9 �`l�nrc�ra�tc�urrx r�f A_ArE�rrt`�nt Page 2 �nf 9 `1NH�R�AS, the F.HWA has nat'r�i�d the /�dvis�ry Coune�l nn Historic Pres�r�va�ion (C�uncll� of the adv�rs� �ffect �nd �hc: Govncii has r�e�Iir�erl to camm�n� t�r p�r�i�ci�at� in the �on�ulkatic�n; N�W, TH����Ql��, �l�WA �nd th� N�rt�r Carc�lina :SHPG �gre� that kh� iJnd�rtakin� sh�ll b� �mpl�mented in �e��rdanc� with the faElowing stipWiations in order �o take ir�ta �cc�punt kh� ��f��ts �� the Unde~k�king on th� hlst�ri� I��Qp�Y, STIPULATIt�NS Th� FN3NA s�tall �nsu��� ttt�Y �h� foll�wir�g me��ur�s �are carried �ut; I, Phr�todocur�entat�o� �f �he �Chartes �, �nd Howard Cates �a�n Pric�� tc� th� initiatiar� af ��ns�r��l�n, N�GC�}T s��ll r�cpr� khe ChaTl�S F. �tld F�pVMi�t'd ��t�S F.�r�'f �nd ik5 surrpUndirl�S 1�1 actord�ne� w)t� t�e ai�t��h+ed "Hi�t�rl� Structur�s and l,a�dsc�p� R�c�rdatic�n P{an" (App�nd�x A). NCDOT �h�ll depa�i� copies af the dac�.im�r�tatinn wlth Xh� SMP�, NCU�71' Hi�taric Ar�chitecture (�rou�, th� El�ise IN, �ates �sfia�e �nd th� M�rsh� A: �t(t�hi� Tru�t witi�in thre� �3j years crf fih� �xe�utit�n t�f this (�t�A. �I, �reservation and Restorati�n Qf l.a�tdscape Fe�tures NCaQT; in consult��iar� virith the N�rth �arolina SHf�p, kh� �Idise W. Cates �state, and the Marsha A. Rlt�hie Trust, sha{I dev�lop and 1mpCement � lar�d�cape plan F�r that p�rk af tt�� Gharies F. and H�w�rd Ca��s �arm �ir�ctly� imp�ct�d by the under�aking (sp�cifically, the tc�p of t�►e r.�advY�y s�cpe}, fih� plan will utiliz� mat�ri�ls fr�m n��ive plant c4mmuniti�s and repl�ce �xi�ting fencir�g as n�ce��ary tc� ree�ta�ilish a r�atural �pp�aran�e and r.nm�►���r�r�nt �,� w�ll �� hel� �cre�n the farrr� fr�m th� prop�s�d ro�dvt►ay. NCDOT Rc��dsid� EnVir�nmer�tal Unik shall inv��t�ry th�e exis�it�g featur�s and ��ordinate writh th� prc�p�rty owners. N�DC�T �Iis�arlc Archft�ctur� �raup and the Notth �arc�l�ri� SHR+� s�all r�vi�w �nd comment �n th� resul��nt Rla�. III. ReFn�ment af �e�ign NC:�i�i Ftoadway b�sign Ur��t shal! low�r tk�� �r�posed ro�db�d appraximatiefy twc� to tt�r�� %�t b�low �he roadway d�sir�n t�rade in �ii� ��icini�y af k�nnamed Tributary (tJT) Ct� Mil) Cr��k ta reduce th� vislb°lity �f v�t�i�ies an kh� �arc�p�s�ri r��dway fram tl�e far�n. f,1��i11,1 f�1E71rh?/)C� �L'OJi1� C1Li�'CJ��'l j,�, �(�'L19 hJ�mc�rr��dum r�f�gre�.wrtertt P,�,�� � af �' 11i. Tr�atrr��r�t of �st►l��e�d A�rr�ag� Futc�r� us� �f the �;6 a�re�. i�alated fr�r�'i �he r�st t�fi th`� C�arl�s �. and How��d Ga�es ��rm by the underi�kii�g i� .unknown;at this kim�, N��OT m�iy purcha$.� khe.acreage as ar� un�car��m��al r�mn�nt �r �rc�vid� it wikh � s�rv3ee r�ad. �f purehas��, N�DaT shali insure �h�� 7ncam�rat�bl� �itiviti�s,. suct� �s bilit�ca�r� plac�m�r��, d� nat ��cur an th� i�nd, V. lln�n�icipa�ed I�iscovery Ira ac�ard�r�c� with 36 CFR 800.ii���j, f fVCi��1T id�ntffi�� �any a�di�i�r��i �I�ur�l r�sc�urc�{s} during �gnstructFc�n �nd ��t�rmines it �tr�emj ta b� �iit�ibl� fQr tt�� I�RNP, �li work wilC be halt�d wl�hin khe limits af tl�� �IRHP-elEgibf� r�s�urce�s} and t�e FHiNA �nd SHPq c�nCack�d, Zf ��tEr CortsuCt�tl�n with �he 5i�natc�ry and G�ncurrfng Part}+(iesj �ddi�iQnal mit(g��l�n is det��rnin�d �ecessary,'th� NCa�3Tr fn cqnsul�i�it�n wfthr tY�e Sign�fiary �r�d G�n�urrir�g Fart�r{i�sj, wi11 develop �rtd im�l�ment �pprapriat� prot��t�onJrrril•igatiori m�a��res fc�r the res�urce(sj. lnadvert��� vr �c�i��ntal disCovery afi human r�main�-wlll �� h�ndlcd in ac��rdanc� wi�t� Narth CarolNr�a G�n�ral Statut�s G� end i0, V�. C�ispute R�sc�l�tian Should any caf thhe Sign�tpt� .�r �ri�urring Pariy(fes) c�E�je�t wikhin �hirty �3U) days to any plans �r do�r�m�nt�tion prov�ded for r�vi�w pur���ant tc, t�tls M{�A, the F�lWA s�all c�nsult wft.� the a6��c�ing p�rt}+���5� fi0 �'�Si��VE�' �fl� {3�)��IOCt. If t�e ��IWA �r ab}�cting part�����s� determin�s th�� th� ob�ectio� c�nn�t be resolv�d, the FNWA w111 F�rward alf c�ocument�tion r�l�vant tt� th� dis�ute ta th� ��uncii. Wi�hir� C`hirly (�Uj ��ys after �eGe�p� �f �II p�r�'rrlerlt d�cum�nta�ian, th� C�urtcil wfll �ikh�r� 1� Provid� k�� �HWA with re��mm�ndat�ons w�icl� �t�e FH1NA wili t�k� ir�t4 a��a��.pt�� in r��chin� .� �nal d�cisiQn r�garding �he dis�ut�, or �} Nr�ti�y th� �H1NA t�at It will comment pursu�nt to 36 C�R Se�ibr� 80�,7��} and pr�c�ed to romment. Any �vun�il �camm�nt pra�vic��� in r�sponse to such � r�qu�st will be taEten t�i�a �c�ount ay the FFIUVA, In ��co�danc� with 36 CFR �ecti�n 800.7�e){�� wit�i re��r�nce to the subject �f the dis�u�e, U-s�1179, �41�smance �'o�nty �ctni3er 1�, �oD9 1�7�mar�r2�%�nt c�f �ic�r�m�trt Pay� 4 of � Any re�omm�n�i�ti�ans �r rc�mment pr�vi��d by the �o+�neil wlii #�� understn�� t� p�rtalin a�fy t� �h� �ubj�c� �f fi�t� dEs�ute; �H1N�'s r�p�r�s��iiit� t� ��rry c�ut �ll of t1�re ��f�ns und�r t�is agreem�nt th�t are r��k �he subj�cr v� th� di�put� vvill r�.m��in unc�anged V�i, Amehdm+�ht,� If any ��g��tory t� this MC�A b�li�ve� �h�l f�s t�rms cannot b� �rried vut �i- ti��C �rt �m�n�ment tci kh� terms must b� m�de� that (th�se) p�rty�i�s� shall Immediatelu consult with khe okh�r ��rty(ie�j k� d�vela� �m�n+dmer�ts ir� ��cord�nce v+�ith 3E ��1� ��Q.��ej(7). I��n �rn�ndment canno� be a�re�d u�o�n, �he disput� re�ol�k1�� prut�s� seC fr�rih irt Stipul�tic�n �lI will be folkaw��i� Vlii, T�rminati4n Any �ig�atory tc� th�� MC�A �n�y kerm+n�te th� agr��m�nf by pr�v�din� rt�iti�e t� th� �rther p�rkle-sr pr�vided fi�a� the Signatnri�� and C�ncurrin� p�ri.Yii�s� �ill c�r�sult c•uring �fie peri�d pric�r k� terrr�inatiort #g ���1�- agr��rr��rat on amendmen� �r r��h�r aciit�ns that w4uf� �v�id t��r�ir��kic�n. fi�rmin�tion of �his i�QA �rill r�qui�e c�mpii�nc� t�ith �� C1=R ���. T�i� MUs� may be t�rmina��c� by th� �xecu�i�n �f a �bs�qu�nt �iQ� t�at ��pli�itly kermina��� �r• sup�rs�cl�.s its �erms, I�f, [�uration Unless termir��k�d pur�ua�tt t� �tipul�ti�st� VIII abc�ve, tttis MC�A wiH be irr �fFec� unti( F�i1NA, in cvn�ultation wi�h �h� vther Sign�t�ry and C�nc►�rrin� R�rty(i�s), �.eterm�nes �ha� a1� pf its terms have satisf��fiarfly b�en �ulfll�d or if NCDt�T is ur�ab�� t�r decicie� n�k ko cQnsit�u� .th� Und�rtakin�, t�-.�,t U�l, A�anr�il�e G��rity f�ctvE�r .��', ��14� M�rrrnr�nrlr�tr� n�Agr�ement P�ge 5 of9 Ex�cutic�n c�� this Memar�n�urr� �� Ac�r�er��n� by �H�'VA and t?�� Nor�h �arolina �H(�a, (�s �Ut��ec���nt #iiing with �h� �o��r�c�i, �nd imptem�ntati�n of �ts t�rms �vid��ee that �Ht^JA has �fFard�d th� CaunciC �n o���rt�niky tQ �ommenk or� th� linde�-t�kin� �nd t-iat FHWA has t�k�n in�c� �ccount the eF�e�ts of the �nd�r#akin� on th� hlst�rlc �rt��erty. A,GRE�; Fecl�ral �lighw�x Administration � ��' .��hn F. Sullivar� IIC, p��, �ivi�ion Adrninistr�tor ��f`.�' ;� : �� �taY� Mistvri� FrQs�erv�tiv� �ffi+�et- ���fr�y J. Cro+lv� �i'� N�rth C�rol�r�a St�ke FIL��: ric Pr���ation �7�cer �y: AtJuisory ����n�i1 on Historic Pres�rvatiQn U-.�1d�, A1��7�rrrnc� �n,�n!}i t�l��t�t�r�n�r�m of,�c7r���r�r�t p��� �� D�te Qate ,� f3ct�l�r ��, ?f1D� � Pagr+ 6 0l'9 i•������V�� �� ����G���� ������ ��� FEQERAC ����VIiAY �,���NI�T�Ai"ICtI►� A�I� 'TME N�1�TH �AR�LINA S7A�E HI�i'���� PR����V�Ii'xtfN �'JF�IG�Ft ��`3R N � 11�► C�E �,fl�AT�C�N I-8�/4� T`� ���1�`H �i� �i�`t, 1'9�� (1�+fR�. W�l�i"`� 1.�►[��� �++IEB:Is1NE, �,L.��/�N�� �t��,�il�Tlt, 11�t�i��� ��4R��.�P�A fiI� �Rt����` �#�, �!—�1�� �E����. ��� ������r r��. �P-�t���.� �x�cuti�n �f thi� Nl�ma��ndum �� ��r��rr��r�� �y FtiWA and th� N�r�h ��r�li�a �MI�Q, �t� sub���uer�t filing with lh� C�ut��ll� �n� impl�m�n��ti�n of it� t�rm� �vl��n�� that FHWA has af€�rd�d tF�� C��un�il �n o�por�unity t� ��mm�r�t c�n �h� I�r���rtaking �nr1 tii�t FHWA l��s ��k�n 1nt� ���c�unt the �ff�ct� �f �I�� �n���kin� �n th� hist�ri� �r�p�rty. ��Fl7���lM ��r�h Caralin� I�e�a�rtrnent �►f �ran��or�ation �� R�►b�r� Ar�dr�w : H�rrr�n �nvironi �r, P,E, Ur�it He��! �� lJ-�tti�, r�l��n�c�nee +����nty C�c�t�t��� 1�, ���7�9 l�f�ntra����r�lunl vfAgr���nt �?��� �?T [4� � #*l���iSl���A#!'! �� i'i�������� ������ ��� _ ����afi�'!� ����T1��� �R'ili.��l.�■���R�►�WE7 ��� ��� ; ����� Si��1i.�iF-#.�� �T'ATE �I�T���� P�,���E��`J��"�C��V �I�I�I��F� (�� 1�� ����►��A"�`�+t�t� �-����� �r� ��u�� �� �� �.��� ��►��, v��t�� �r��} ���i�kii�r ,�������+ ������ ��!' �'� �t����..��� �� �i����+�`r' t��� u^��.��► �E#���� �1�� �f�����T' C�f�. �?'P-ii9��� Ex�cu���n �t tht� �i€�mr���r�t�t��� t�� t��rr�+�t��n1 �y �=H1N.A �nd t-he tV�r�ttj �;�rnkr��t� �P•I�i�, its �4j��Er�r��n1' �il�hc�- V4t1� t%� �t7�t��'t�i ���{ i�n�l�f1�1��t��Ari Ctf i[� �errC'�� �y�d��r�� �h�t �t�1��V1� h�s �Ff�r�i�� �i� C��n�f( �n t��a��t�un��y c� �c�mm�r�t �r� ki7f; Lind�rt�'kinc� �rid �h�� �a-lWl� h�s t���r� �r�t�a accnurjt th� �#��ct� �� t�� Ur1tl�rt�k,irt� f�r`► lti� kli�tt3�i�: (,�����t'��+, C�?N��F�t; �I�is.� W. C�te� E��a�� !�"�.� �E��r ry � Ex��:�.rtrix r� �.�c� � L��ie u1. ?r���), .��r?f!'r?17K::' t i?i17;1"P� ��,5�'tb�f7t.3` ti r'��'!U '�it}!�?izrr:ll{frltJd t'tht;:t�7i7?�'ti( A�y� #� c�f9 �E���tA�li�#�M �1F A�1���I�EN�` ��T�Al��� �'HE F�I�E�AL MI���VAIi �#i��1��I��'RAT��� A�IE� TH� ��i��'N CARt�LIl�A ��rAT� Mi�i���c�c �������ra�rra�v ������� ��� t�C i1� R�Lt���17�C�N �r�s�I�+� �r� ����r� �►� �R �.��,� �t���, r��rr� ��v�� ������� ��a���+�� ��►�t��rv, �t��t�r� ���t��.�r�� "i'�P� �R����"!" �V+�. U-�109 ��b��L ���► P�t���t�T N�. �TR-�.i��1� �x��ution Qf ��is Mer��r�ndum �� �gr��rn��t by FHWA and tla� N�r�h �rt�fin� St-1P�, i�� subs�qu�r�t fii�ng wi�� t1�� ������I, �nd imp�eme�X��i�rt �f it� t�rn�s �vid���c tt�at �F�WA h�s �f��rci�d th� �t�u��il �n vppQ�tun�ty t� ��r��n»rt� �n kl�� IJnd�>.�-��k�nc� and ri�at �H1NA h�� ��k�� Ir�t� ����Wnt th� �t��� r�F th� llnd�r��king �n t�t� his�t�ric �ro��rty. �A��URs Mar�ha A. �itc�ie 7rust M�rsi�a Rltchi� �Alti�ey�r t�a�� _ U•.�1�7�, Al�m�n�� Gaunty Ck:tr�l��r ! ? �D�I� l�9'�'t�tA,"r�r7�iLtI! DfA,�i�rn�lJf t����.�a�� ������� � �i���►r�� �trc��,t�ur�� �n+� 1��r�ds�ap�e R�+��r�i�t��� P��r� NC 1�.� R.�lacatic�n ��8�/�40 �� �a►u�h af �fi� 1��,8 ��Ir�, �11hit+� I�ar��} Mebane, A��m�n�+e ��ur�ty, North �aral�na �`i� �r����t I�It�. 1����49 ��deral Ai�! �rt�,��c� �o. STP�1�.9��.� �ho�+�graphic Requir�m�nt� i3v�r�ll vi�ws �F �e �t�irl�� �� ��d ht�w�rd �tes F�rm �r�� it� in�m�di�te su���undinc�s; flv�rall vie+r�s o'� tn� f�rm�fi��d �r�d r�l�t�cci �ie�ds and wc��dland; �I�v�ti�n� and o�i�qu� ����vs c�F �II ��ri�p�r��ri� �u9l+din�s, ��ructur��, and la�ds���e el�m�ni�s and d�t�il� Q� r�presentiativ� sfiru�:ur�i �nd v�'r��mer�ta! Featur��. Rho�c��w�phi� Farmat » AI! im�g�s wil! �e �ptur��, 1�b�l�d, and �t�red a�c�arding k� th� N�rt� C�r4iir�� St�te Mi�t�ri� �r�:tv�tt�r� t7ffi�e's "'Policy� and Gui�E�lin�5 ��r [3i��tai PF�atc��ap�y f�r Mi�tori� ���pe�y �urvey�, i�aklvn�l R�c���tcr N�r�inatic�n� �nd ��A� �'�w�r�v�r�� Pr+��r�t�tiic�r�s, (��uis�d N�vemb+er ����,{� �t�pi� �nd Cura�i+�n t�n� { 1 j set �f all ph����raphic dv�u�eniati�n will b� d�pc�sit�� with kh� Nc�r�i� Car�iin� �ivisi�n �� /�rct�iv�� ancf Hlstary/5tat� Hi�t�rlc pr�s�rv���on C7F#1c�{ tt� b�e ma�� a p�rm�n�nt p�rt of th� statewtd� survey �nd ►�an�gr�phic coll�ctian; �ne �1� set �f �I� ph�t�c�r�pl�ie d��um�n�tia� will b� d�pasik�d �n �h� iil� nf th� Hls�aric Ar��tiC����r� Cr�up o� �iCaaT; iJne ��.� s�t of �l� ��ta�tt�gr�p�i� Gf��um�n�ti�n wili be ��rc�vid�d ��r rgpr�n�tive� �f the ���is� Yt/. ��t�� �stat� an� ih� �I�rs�ia A, i�it�hi� �'�`t��k, Ll��:�l�►�, ���7r�tan�� G'r��rnty C�ctp�r��r 1 �, ��1�� 1�1��t�r�r�tr�lur�'i �J�'A,�r�rrtent SHPd CONSULTATION dN ARCHAEOLOGICA�. ISSLT�S J��t�U �RY 27, 2003 T'ROJLCT: TIl' # U-3109 NC 119 Rel.ocativn - Archaeological i�pL�t on new Alternatives NCDQT ARCHAEC}LOGTST(S): Brian �vetto�, l'aul Mvhler C�NSULTATIQN WITH: Dolores Ha�l DATE: Ja;nuary 24, 2003 �QNSULTATION TYPE: ❑ T�.�.rl-�or�� � IVILB'['ING Paul Mohler and I sxaet with Doloxes Hall of OSA on January 24, 2003 to d'zscuss a:echaeological. issues Eor new and/ox selected alternatives for the NC 119 Relocation Project in .A.3amance County (I'TP # i.i-3109). Thtee alteinatives {8, 9 and 10) wete selected for detailed study as a result of the NEPA inerger team meeting on june 13, 2002. We teviewed the previous atchaealo,gical wotk com.pleted by NCDOT archaepiogists ovex the past several yea�s (Glover 199�, 1997, 2000). In addition to aetial mapping of the proposed cortidors, topagraphic mapping showing pteviously surveyed areas and identi�ied sites were also stud'zed and discussed, We concluded that the previous archaeolagical sutveys have covered the APE (Axea aE Potential Effects) for the thtee alternanves being considered. It is unlikely that the project will. impact any undiscovered azchaeological sites eligible foc the Natio�.al Register o£ Histoxic Places. Dalores Hall further comrnented that the eligble Coolr s Mill (31Arrx3G9**) should be avoided, if possible, as noted in previous documents, No further archaeological work is expected fvr tlus ptoject. U.S. ARMY CORPS OF ENGINEERS Wilmington District Compensatory Miti�ation Responsibilitv Transfer Form Exhibit B Permittee: North Carolina Department of Transportation Action ID: SAW-2002-20667 PYojeCt Name: NCDOT / NC 119 / Mebane Bypass / U3109 / Alamance County / Division 7 COunty: Alamante Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS�, who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Reauirin� Miti�ation* 8-digit HUC and Basin: 03030002. Cape Fear River Basin Stream I Warm 4,506 (linear feet) Cool I Cold Wetland Im n Riverine I Rinarian Non-Riverine I Non-Riparian I Coastal *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. �pensatory Mitigation Requirements: Stream Mitigation (credits) Warm Cool Cold 8,394 HUC and Basin: 03030002. Cape Fear River Basin Wetland Miti�ation Riparian Riverine I Riparian Non-Riverine I Non-Riparian I Coastal Mitigation Site Debited: NCDMS (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. � also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Page 1 of 2 Form Updated 23 November, 2015 USACE Wilmington District Compensatory Mitigation Responsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF instrument. Comments/Additional Conditions: • Note that only authorized stream impacts for U-3109A are included on the above form. • At such time that NCDOT submits a permit modification request for U-3109B, including revised stream and wetland impacts and compensatory mitigation plan, the USACE will re-evaluate compensatory mitigation requirements per applicable law, policy, and guidance at the time of the request. This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, ihe Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2J the USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of Neuse Road, Wake Forest, NC27587 (email: todd.tugwell@usace.army.milJ. Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: David Bailey USACE Field Office: Raleigh Regulatory Field Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Email: David.E.Bailev2@usace.armv.mil ' � � June 21, 2017 USACE Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.armv.mil. Page 2 of 2 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://resulatorv.usacesurvev.com/ to complete the survey online. Er�vrron�nental Quality March 24, 2017 Mr. Philip S. Harris, Ill, P.E., �PM Natural Environment Section Head Peaject D�velopment and Environn�ental Analysis North Caro1�na Department of Tra��sportation 1598 Mail Service Center Raleigh, North Carolina, 27699-1598 ROY COOPER Gcmi rrrcar MICHAEL S. REGAN Se�c�A�urart� S. !AY ZIMMERMAN !_iirer7��r Suhject: 401 Water QualiQy Certification Pursu�ant to Sectiom 401 uf the Federal Clean Water Act with ACIDiTIONAL C4NT)ITIOEVS fpr t'he pr�posed relocatian of NC 119 from Irsterstate 40185 ta north of SR �9i8 (N��es. White �.ane) in Mebane QMebane Bynass), Alamamce County; Federal Aid Project No. STP-119(1); TIP U-3109. NCDWR Projeet No. 20170239 Dea� Mr. Har�is: A�ttached heretc� is a copy of Certificativn No. WQ�04� 1 0�ssued to T`he North Carolina Departraaent oi �'ransportati�n (NCD��') dated Marcb 24, 2017. If we can be of iurther assistance, da not hesitaKe to cou�tacrt us. Sincerely, � � � � � �'•�..` I, Q_ S. Jay Zimrrie aru, Dieector Division of Water Res�urces Att�c�ments �Eectronic copy oroly d�stribution: Dave Sailey, US Army Corps of Engineers, Raleigh Field Office Jerry Parker, �ivisian 7 Envirc�nme�rtal O£ficer Nicole Thoms�rn, Division 7 Environmental Officer Assistant 62odg�r Roehel�e, NC �eparhmernt af Transportatian Carla V'7agnin¢s, NC Depart�nent af Transp�rtation 17r. Cynthia Van Der Wiele, US Environmenta0 Pratection Ag�ncy Gary Jvrdar�, US Fish and Wildlife Seeviee Travis Wilsan, NC Wild[ife Reso�rces Commissimn Beth �larmon, Division of Mitigation Services Daae Wanucha, NC C�ivision of Water Reso�urces File Cvpy _s"s'`N,�tFtl�ag Campa�es�`- � �tate of North Carolina � F..nvironmental (�ualiry 1617 Meil Serv�ce Centzr � Rale�gh. North Carolina 27699-1b17 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with ADDITIONAL CONDITIONS THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Resources (NCDWR) Regulations in 15 NCAC 2H .0500. This certification authorizes the NCDOT to impact 0.38 acres (in Section A) and 0.51 acres (in Section B) of jurisdictional wetlands; and, 5,387 linear feet (in Section A) and 1,3061inear feet (in Section B) of jurisdictional streams; and, 032 acres (in Section A) of open water impacts in Alamance County. The project shall be constructed pursuant to the application dated February 27, 2017. The authorized impacts are as described below: Stream Im acts in the Ca e Fear River Basin for U-3109A Permanent Fill in Temporary Permanent Stream Temporary Fill perennial Stream Fill in Fill in Total Impacts Site �n Perennial linear ft Intermittent Intermittent Stream Requiring Stream Impact Bank Stream Stream Mitigation (linear ft) Fill Stabilization (linear ft) (linear ft) (linear ft) ��inear ft) 1 16 117 - - 235 368 - 2 - - - 17 348 365 - 3 10' '320 - - - 330 320 5 - - - 16 - 16 - 6 - - - 35 257 292 - 7 52 501 63 - - 616 564 7a - - - 20 18 38 - 8a 19 463 - - - 482 463 8b 21 82 - - - 103 - 10 25 396 - - - 421 396 l0a - � 74 - - - 74 - 11 25 270 - - - 295 270 12b 7 105 - - - 112 - 12c 13 - - - - 13 - 13 21 183 - - - 204 183 14 19 - - - - 19 - 15 44 447 - - - 491 447 16 32 494 - - - 526 494 17 - - 35 - - 35 35* 18 45 122 69 - - 236 191 20 24 327 - - - 351 327 Totals 373 3,901 167 88 858 5,387 3,690 Note: *Stream at Site 17 is the same stream in Section B(Site 1) of which impacts (all totaled) exceed mitigation thresholds. Total Stream Impact for Project: 5,3871inear feet. Site 9 12 12a 13 19 20 Totals Fill (ac) <0.01 0.08 0.03 0.07 0.04 0.05 0.27 Wetland Im acts in the Ca e Fear River Basin Ri arian U-3109A Fill Excavation Mechanized Hand Clearing (temporary) (ac) Clearing (ac) (ac) ac - - 0.01 - - - 0.01 - - - 0.01 - - 0.02 0.06 - 0.02 0.09 - Total Wetland Impact for Project: 0.38 acres. Total Wetland Impact (ac) <0.02 0.08 0.03 0.08 0.05 0.13 0.38 O en Water onds Im acts in the Ca e Fear River Basin for U-3109A Site Permanent Fill in Open Temporary Fill in Open Total Fill in Open Waters ac Waters ac Waters ac 4 0.10 - 0.01 12 0.13 - 0.13 13 0.09 - 0.09 Total 0.32 - 0.32 Total Open Water Impact for Project: 0.32 acres. Preliminar Stream Im acts in the Ca e Fear River Basin for U-3109B Temporary Stream Temporary Fill Permanent Fill Fill in Permanent Fill Total Impacts Site in Perennial in Perennial Intermittent ►n Intermittent Stream �equiring Stream Stream Stream (linear Impact Stream Mitigation (linear ft) (linear ft) ���near ft) ft) (linear ft) (�inear ft) 1 - 280 - - ' 280 280 2 - 0* - - 0 0 3 - - - 400 400 - 4 - - - 146 146 � - 10 - - - 299 299 - 11 - - - 181 181 - Totals - 280 - 1,026 1,306 280 Notes: * lmpacts are not determined at this time. Total Stream Impact for Project: 1,306 linear feet. Preliminar Wetland Im acts in the Ca e Fear River Basin Ri arian U-3109B Fill Fill Excavation Mechanized Hand Clearing Total Wetland Site �a�� (tem acrary) (ac) Clearing (ac) (ac) Impact (ac) 4 0.01 - - - ' - 0.01 5 0.12 - - - - 0.12 6 0.11 - - - - 0.11 7 0.18 - - - - 0.18 8 0.06 - - - - 0.06 9 0.01 - - - - 0.01 10 <0.01 - - - - <0.01 Totals 0.51 - - - - 0.51 Total Wetland Impact for Project: 0.51 acres. The application provides adequate assurance that the discharge of fill material into the waters of the Cape Fear 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 Sections 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. This approval is only valid for the purpose and desigri that you submitted in your application dated received February 27, 2017. Should your project change, you are required to notify the NCDWR 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 the conditions. If any additional wetland impacts, or stream impacts, for this project (now or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). 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 Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. - Condition(s) of Certification: Any modifcations to this 401 Water Quality Certification that propose additional stream impacts or increased impervious surface requiring additional stormwater management may be subject the Jordan Water Supply Nutrient Strategy (15A NCACO2B .0267). The NCDOT shall coordinate with the NCDWR prior to submitting a modification request to determine the applicability of the Jordan Water Supply Nutrient Strategy. This condition does not apply to major modifications for additional sections (i.e., Section B) of the project that were covered under the Finding of No Significant Impact or approved in the Avoidance and Minimization stage of the project. 2. NCDOT shall design, construct, and operate and maintain four hazardous spill catch basins (HSCBs) adjacent to streams that drain to the water supply critical areas (WS CA) of Forest Lake and Graham-Mebane Reservoir. The HSCBs shall be located as shown in the Table below. Locations of Hazardous S ill Catch Basins. Station Coordinates 161+92-L-RT 36.1028 -79.2946 179+68-L-RT 36.1058 � -79.2901 20+90-Y16RPA-LT 36.1084 -79.2838 32+55-Y20-LT 36.1018 -79.2932 Surface Water Back Creek Back Creek Back Creek UT to Mill Creek Unless otherwise approved in this certification, placement of culverts and other structures in open waters and streams, shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and downstream of the above structures. The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by the NCDWR. If this condition is unable to be met due to bedrock or other limiting features encountered during construction, please contact the NCDWR for guidance on how to proceed and to determine whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)] 4. For sltes where multiple plpes or barrels will be utilized, they shall be designed to mimic natural stream cross section as closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel should be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)] 5. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage. Bioengineering boulders or structures should be properly designed, sized and installed. [15A NCAC 02H.0506(b)(2)] , 6. For segments of streams being impacted due to site dewatering activities, the site shall be graded to its preconstruction contours and revegetated with appropriate native species. [15A NCAC 02H.0506(b)(2)] 7. The stream channel shall be excavated no deeper than the natural bed material of the stream, to the maximum extent practicable. Efforts must be made to minimize impacts to the stream banks, as well as to vegetation responsible for maintaining the stream bank stability. Any riparian impacts for access to the stream channel shall be temporary and be revegetated with native riparian species. [15A NCAC 02H.0506(b)(2)] 8. NCDOT shall be in compliance with NPDES Permit NCS000250 issued to the NCDOT, including the applicable requirements of General Permit for Construction Activities - NCGO 10000. Please note the extra protections for sensitive watersheds where applicable. 9. Erosion control measures that NCDOT employs in areas that drain to streams classified as High Quality Waters (HQW), Water Supply (WS-II) or are listed for turbidity on the 2014 Fina1303(d) List of Impaired Waters for North Carolina, shall be based on Design Standards in Sensitive Watersheds (15A NCAC 4B.0124[a]-[e]). Off-Site Stream Mitigation 10. Compensatory mitigation for 3,690 linear feet (Section A) and 280 linear feet (Section B) of impact to streams is required. We understand that you have chosen to perform compensatory mitigation for impacts to streams through the North Carolina Division of Mitigation Service (DMS) (formerly NCEEP), and that the DMS has agreed to implement the mitigation for the project. The DMS has indicated in a letters dated February 16, 2017 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced project, in accordance with the DMS Mitigation Banking Instrument signed July 28, 2010. Phased Projects [I SA NCAC 02H. 0506(b)J 11. When fmal design plans are completed for U-3109 Section B, a modification to the 401 Water Quality Certification and shall be submitted with five copies and fees to the NC Division of Water Resources. Final designs shall reflect all appropriate avoidance, minimization, and mitigation for impacts to wetlands, streams, and other surface waters. No construction activities that impact any wetlands, streams, surface waters located in U- 3109 Section B shall begin until after the permittee applies for, and receives a written modification of the 401 Water Quality Certiiication from the NC Division of Water Resources. General Conditions ' 1. The Permittee shall report any violations of this certification to the Division of Water Resources within 24 hours of discovery. [15A NCAC 02B.0506(b)(2)] 2. If concrete is used during consmzction, a dry work area shall be maintained to prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills. [15A NCAC 02B.0200] 3. During the consh-uction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or riparian areas. [15A NCAC 02H.0506(b)(2)] 4. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC 02H.0506(b)(2)] 5. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. [15A NCAC 02H.0506(b)(2)] 6. The Permittee shall ensure that the fnal design drawings adhere to the permit and to the permit drawings submitted for approval. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)] 7. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in flowing water. [15A NCAC 02H.0506(b)(3) and (c)(3)] 8. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)] 9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC 02H.0506(b)(3)] 10. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification. [15A NCAC 02H.0506(b)(3)] 11. Discharging hydroseed mixtures and washing out hydroseeders and other equipmentin or adjacent to surface waters is prohibited. [15A NCAC 02H.0506(b)(3)] 12. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other appropriate requirements of State and Federal law. If the NCDWR determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify this certification. [15A NCAC 02B.0200] 13. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized by this certification. [15A NCAC 02H.0506(b)(2)] 14. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on-site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)] 15. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC 02H.0501 and .0502] 16. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and sedimentation control requirements, etc. 17. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT Division Engineer (or appointee) shall complete and return the enclosed "Certification of Completion Form" to notify the NCDWR when all work included in the 401 Certification has been completed. [15A NCAC 02H.0502( fl] 18. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project by the end of the growing season following completion of construction. [15A NCAC 02H.506(B)(3)] 19. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact from road construction activities. [15A NCAC 02H.0506(b)(3) and (c)(3)] . 20. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards [15A NCAC 02H.0506(b)(3) and (c)(3]): a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 21. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this Certification. [15A NCAC 02H.0506(b)(3) and (c)(3)] Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shalI become null and void unless ti►e above conditions are made conditians of the Federa1404 and/or Coastal Area Management Act Permit. This Certification shalI expire upon the expiration of the 404 or CAMA permit. If you wish to contest any statement in the attached Certification you must file a petition far an administrative hearing. You may obtain tt�e petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (6Q} days of receipt of this notice. A petition is considered filed when it is received in the office af Administrative Hearings during normal offrce hours. The Office of Administrative Hearings accepts fiiings Monday through Friday between the hours of 8:OUam and S:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office af Adminis�ative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. Ti�e mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Sen+ice Center Raleigh, NC 27699-6714 Telephone: {919) 431-300Q, Pacsimile: {9i9) 43i-3100 A copy of the petition must also be served on DEQ as follows: Mr. Sam M. Hayes, General Counsel Department of EnvironmentaI Quality 1601 Mait Service Center This the 24th day of March 2017 DIVISION OF WATER RESOURCES � ,d �,� C��� (� L� � �� ��s S. Jay Zimmerman, Dire or WQC No. WQC004 i l I Envrronmenta� Qua{ity I�CDVVR Projeet No.: Applicant: Project Name: Darte of tssuance of 401 Water Qualitry Certification. Cawnty: PAT MCCA�RY c�oven,or DdNALD R. VAN DER VAART Seceet�rr� JAY ZIMMERMAN ����F�t �a������,� Certificate of Completion Upon completion of all work approved within the 4Q I Water Quality Ce�ification or a�aplicable Buffer Rul�s, arnd any subseyuent modifieations, the applicant is req�tired to return rhis certi�scate to the 4�1 Transportation I�ermiMing Unit, North Carolina �ivision of Water Resources, 1617 ltilail Service Center, RaleigE�, NC, 27699-1617. T�is form may be returned to NCDWR by the �pplicant, the appVicant's authorized agent, or the project engineer. [t is not necessary to send ce�t'rficates frorn a91 of these. ,�4�plicant'.s Certifreution I, , hereby state that, ta the b�st of my abilities, due care and diligence was used in the observatian oithe constructipn such that the consEruetion was observed to be built within subsbantial compliance and inzent of the 401 Water Quality �er��ficativn and BufFer Rules, the approved plans and specefications, and other supporting materials. Si�nature: �ate: .9ge�rNs Certificatiori P, , hereby state that, to the best af my abilities, due care anc� dili�er�ce was used in the obsePvation af the eornstruction such that the construction was �bserved to be built w�thin substantual compliance and intent of �he 401 Water Q�aloty Certification and �uffer Rules, the ap�roved plans aneV specificat�ons, anc�' other supportin� materials. Signature: Date: Engi,tteer'.s Certi�cariorr Pat�ial Fina1 I, , as a duly registered Professional Engineer in the State oiNorth Carolina, havin� been authorized ta observe (periodically, wueekly, full time) the construcdnn of the praject,far the Permittee hereby state that, to the best of my abilities, due care and diliger�ce was used in the observation of the eonstruction such that rhe construction was observed to be built within substantial compliance an� intent of'the 401 Water Quality Certifocatoon and Buf�er Rules, �he approved plans and specifications, and oiher supporteng mate�ials. Signature R�gistratian Na. Date �''1�Inthing Campare�'ir State of North Caeolina I F,nvironmental Qualiry 161 I Mail Service Center I Raleigla, North Carolina 27699-C61 I 9 i q-�o�_y�on F�Y��l�v�ly North Carolina Department of Transportation `.��UI"C11Wcl�i: i . ,._,.,,, Highway Stormwater Progrem �. STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 34900.1.1 TIP No.: U-3109A Count ies : Alamance Page 1 of 4 General Project Information WBS Element: 34900.1.1 TIP Number: U-3109A Pro�ect T pe: New Location Date: 2/25/2016 NCDOT Contact: William (Bill) S. Zerman, Jr. PE Contractor I Designer: W. Henry Wells, Jr. PE Address: NCDOT Hydraulics Unit Address: Sungate Design Group, PA 1590 Mail Service Center 915 Jones Franklin Road Ralei h, NC 27699-1590 Ralei h, NC 27609 Phone: 919-707-6755 Phone: 919-859-2243 ext. 202 Email: bzerman ncdot. ov Email: hwells sun atedesi n.com CitylTown: Mebane County(ies): Alamance River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 3.44 miles Surrounding Land Use: Urban, Residential Pro osed Pro'ect Existin Site Project Built-Upon Area (ac.) 70.8 ac. 16.8 ac. Typical Cross Section Description: The pavement consists of 2-12' lanes and a 4' paved shoulder in each direction with a N/A raised 30' median. In cut sections, the roadway ditch will have a 6:1 front slope and a 4:1-6:1 back slope. For Site 1 and 2, the 4' paved shoulder is replaced with a 14' lane and C&G. Annual Avg Daily Tra�c (veh/hr/day): Design/Future: 28,400 Year: 2036 Existing: 21,100 Year: 2016 General Project Narrative: A combination of grassed swales, roadway ditches and structural BMPs (Preformed Scour Holes, Energy Dissipators and Hazardous Spill Basins) were used to minimize the (Description of Minimization of Water Water Quality Impacts. In most locations, the outlets for the storm drainage systems were placed at least 50 feet from the Jurisdictional Stream. However, due to topography Quality Impacts) none of the lateral grass swales located along the embankment fill slope met the recommended minimum length of swale. Waterbod Information Surface Water Bod 1: McAdams Creek NCDWR Stream Index No.: 16-18-7 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SI Buffer Rules in Effect: Project Inciudes Bridge Spanning Water Body? No Deck Drains Discharge 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 justifcation in the General Project Narrative) General Project Narrative) � Qr����,�v North Carolina Department of Transportation SiCl1'tI1�VF1t�1' 1 ,,. .,,,, Highway Stormwater Program �; STORMWATER MANAGEMENT PLAN _ (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 34900.1.1 TIP No.: U-3109A County ies : Alamance Page 2 of 4 Additional Waterbody Information Surface Water Bod 2: Back Creek Graham-Mebane Reservoir NCDWR Stream Index No.: 16-18- 1.5 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: Hi h Qualit Waters HQW NSW Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge 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 Body (3): UT to Mill Creek NCDWR Stream Index No.: 16-18-3-2-(1) NCDWR Surface Water Classification for Water Body Primar Classification: Water Su ly II WS-II) Supplemental Classification: High Quality Waters (HQW) (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species7 No Comments: NRTR Stream ID: SU Buffer Rules in Effect: 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 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) I II�.;�1w�1V North Carolina Department of Transportation Sio1'1114�dt[ r Highway Stormwater Program �.I STORMWATER MANAGEMENT PLAN - (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: U-3109A County(ies): Alamance Page 3 of 4 Preformed Scour Holes and Energy Dissipators a ion oor ma es rainage ipe ruc ure Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod T pe Ripra T pe ac Structure in cfs fps Buffer Rules? $ 80+50 -L- LT (1)McAdams Riprap Apron / Pad Class 'B' 0.3 Pipe 15 1.3 0.6 N/A 36.0814538/-79.2943632 Creek �� 97+gg -L- LT (1)McAdams Riprap Apron I Pad Class'B' 0.1 Pipe 15 0.2 0.3 N/A 36.0861900 / -79.2932986 Creek 10 100+70 -L- LT (1)McAdams Riprap Energy Class I 7.5 Pipe 30 18.3 1.3 N/A 36.0869283 /-79.2932099 Creek Dissi ator Basin 12 130+50-L-LT (1)McAdams pSH Class'B' 0.5 Pipe 15 2.0 0.6 N/A 36.0948746 / -79.2943008 Creek 13 140+50-L-LT (1)McAdams pSH Class'B' 0.7 Pipe 15 3.4 0.7 N/A 36.0973282/-79.2957894 Creek Additional Comments e er o e es anagemen rac ices o0 ox , an ar s, e e era ig way minis ra ion y rau ic ngineering ircu ar o. - , ir i ion, y rau ic esign o nergy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. C 1i�-;11�Y�1y North Carolina Department of Transportation blvi7�1�v0t�F Highway Stormwater Program � �' �% STORMWATER MANAGEMENT PLAN _ (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 34900.1.1 TIP No.: U-3109A County(ies : Alamance Page 4 of 4 Level Spreaders, Hazardous Spill Basins, and Forebays level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules? 15 161+g2 -L- RT �2�gack Creek Hazardous Spill Basin 1.00 0.90 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2480.0 cf 2630.0 cf N/A 36.1028543 / -79.2946013 cf 16 179+68 -L- RT �z�gack Creek Hazardous Spill Basin 9.70 1.45 ZYr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 6560.0 cf 7526.0 cf N/A 36.1058795 / -79.2901163 cf 27 20+g0 -Y16RPA- LT �2�gack Creek Hazardous Spill Basin 3.30 �.�p 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 3740.0 cf 4760.0 cf N/A 36.1088473 I -79.2838139 cf 39 32+55 -Y20- LT (3)UT to Mill Hazardous Spill Basin 1.00 0.70 ZYr, tc=10 min, td= 5 min storm runoff + 1,550 cf 2300.0 cf 2590.0 cf N/A 36.1018606 / -79.2932411 Creek cf `Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments � DETAIL 1 SPECIAL LATERAL 'V' DITCH �rvo��o scoie� I � d%� ��-Fill Ground J.� �F�o Slope D� Min. D= 1.5 Ft. FROM STA. W-i 00 TO STA. 14 r 33 -L- RT FROM STA.10+83 TO STA.13+00 -RPA- RT FROM STA. 13+50 TO STA. 17+00 -RPB- RT FROM STA. 19+50 TO STA. 20+68 -RP&- LT FROM STA.13�00 TO STA.76+50 -RPC- LT FROM STA.59+60 TO STA.61-36.6 -L- LT fROM STA.62+85 TO STA.64r50 -L- LT FROM STA. 11+00 TO STA. 72+90 -V19- LT DETAIL 2 SPECIAL IATERAL 'V' DITCH ( Nal lu Scale) c�o� n ?:i� F�o ` sioae D 1 Min. D= 2.0 F. FROM STA.11+50 TO STA.12-38 -YSB- LT fROM STA. 15+00 -RPD- RT TO STA 19-09 -RPO SPUR- RT FROM STA.31+00 TO STA.33+50 -Y7A- LT DETAIL 3 SPECIAL CUT DITCH I Ho� io s�aiel t - F�on+ I on�n Gr�r I _L 3'�!�¢� 5loae ound \ D � ���� �Min. D= 1.5 Ft. FROM STA. 11+00 TO STA.13+00 -L- LT FROM STA. 13 � 90 TO STA. 14 ! 50 -Y2- RT FROM STA.11+68 TO STA.12+25 -RPG- RT FROM STA. 14�+10 TO STA.15+00 -YB- RT FROM STA, 17+00 TO STA. 17+50 -Y26- RT DETAIL 4 STANOARD BASE DITCH INo��o Scale7 Na��,a� Ho��,a� Ground z� T ry.�/ Ground �J- / M��. o=z F�. � B=5 F. FROM STA. 11+45 TO STA. 11+67 -Y7A- LT FROM STA. 126-21 TO STA. 126+40 -L- RT FROM STA. 127+17 TO STA.127+45 -L- LT DETAIL 5 STANDARD BASE DITCH � No� io 5calel I Gro�nd z\\-� ,`.� Ground D Min.D-1 Ft. � B=VARIES 2-7 Ft. FROM STA. 78+12 TO STA. 78+32 -L- LT FROM S7A. 157+20 TO STA. 157+60 -L- LT DETAIL 6 SPEQAL lA7ERP,L 'V' DITCH � Nm io s�aie� � ♦/ �-r��n c,���e a:� p Fw�e` smne / Min. D= 1.5 F. FROM STA. 15+00 TO STA.18+50 -Y13- RT FROM STA. 17+75 TO STA.18+00 -Y13- LT FROM STA. 10 i 75 TO STA. 12 i� 40 -Y19- RT FROM STA.31+50 TO STA.32+27 -Y76- RT FROM STA. 32+27 TO STA. 33+50 -Y16- RT FROM STA. 33+10 TO STA. 34+50 -Y76- LT FROM STA. 19+88 TO STA- 20+25 -Y20- LT FROM $TA.10+15 TO STA. 12+50 -Y26- LT FROM STA. 291� 00 TO STA. 32 � 00 -V10- LT FROM STA. 33+75 TO STA.35+50 -Y10- lT FROM STA. 36+00 TO STA. 36+80 -Y10- RT FROM STA.13+50 TO STA.14+50 -Yll- LT FROM STA, 18+00 TO STA. 19+50 -Y16RPA- RT FROM STA.32+60 TO STA.33+58 -Y�O- LT FROM STA. 33 �i� 10 TO STA. 34 -i- 22 -Y20- RT DETAIL 7 SPEQAL BACK OF CURB CUT DITCH �NOT TO SCAIE� nntuxu -�. caourvo 3, ., ��`' I '�- FROM STA.42+10 TO STA. 44+00 -L- LT FROM STA. 46 h 62 TO STA. 49 �a� 50 -L- LT FROM STA. 49+75 TO STA.52+20 -L- LT FROM STA. 60+00 TO STA. 62+37 -L- RT FROM STA. 65+10 TO STA. 67+00 -L- LT FROM STA. 17+11 TO STA.20+50 -Y7- RT FROM STA.21+00 TO STA.21+90 -Y7- RT I���/��� SPECIAL CUT BASE DITCH ( no� �o Scale� Nolurol A.��� Fran� Ground 3.� H Dn�n d � F�� 51aae B Min.D=2 F. Mox. d=2 H. B=2 Ft. of Liner= PSRM FROM STA.11+70 TO STA.I5+10 -Y6A- L7 DETAIL 9 SPECIAL LATERAL 'V' DITCH � No� �o Swle) � - Fill Natural p'� � Slope Ground z:) O �o d Min. D= 2.5 F. Type of Liner= PS2M Mar. d= 2.5 Ft. FROM STA. 16+00 TO STA. 17+13 -Y6A- LT FROM STA.29+15 TO STA. 37+00 -Y7A- RT DETAIL 10 SPECIAL LATERAL 'V' DITCH � Nal w Smle� � fill Gow,oi eJ °`/ slope round 3.� �� �e� d D m��. o= zo Fr. Type o(L'iner= PSRM Mox.d= 2.0 H. FROM STA. 54 i 75 TO STA. 61 i� 25 -L- LT FROM STA.17+25 TO STA.18+50 -YbA- LT FROM STA. 12+50 TO STA. 14+pp -Y13- LT FROM STA. 26+00 TO STA.26+70 -Y16RPA- RT DETAIL 11 SPECIAL L4TERAL 'V' DITCH �Ho,�o s<oie� c�o��e a:�� Fo"° sioae �Min. D= 2.0 F1. FROM STA. 62+80 TO STA. 64+50 -L- LT DETAIL 12 SPECIAL CUT DITCH I�o�m scoie) �� ot � Di1�F u�al � pj �¢c Slope Ground �.3:� p /F\o � Min. D= 2-0 F. FROM STA. 65+70 TO STA. 67+00 -L- LT FROM STA. 17 f 00 TO STA. 78 i 70 -RPD- LT DETAIL 14 LATERAL 'V' DITCH � Nol ro Scolef .- �-�--{ /r{ Nai��ai I�-�� `F;II Ground \� � .�j,\ / ����. slope I Min. D= I.5 Ft. 6= 50 Ft. FROM STA.69i�95 TO STA.70+75 -L- RT FROM STA.69+95 TO STA. 70�10 -L- LT FROM STA. 70+10 TO STA. 70+68 -L- LT FROM STA. 96+50 TO STA. 96+80 -L- RT FROM STA. 10+95 TO STA. Ila-56 -Y7A- LT FROM STA. 125 � 36 TO STA. 126; 20 -L- RT FROM STA. 126+95 TO STA. 127+30 -L- LT FROM STA. 132+22 TO STA. 133+32 -L- LT FROM STA.157+77 TO STA.158-75 -L- RT FROM STA. 182+25 TO STA. 188-00 -L- RT DETAIL 75 L4TERAL BASE DITCH �No��o Scole) / / c�o��d �:i o ti.� i�� / �sioa� d GEOTEXi1LE - g Min. D=2 FI. Mo..d=2 Ft. •when B �s < 6.0' H=2 Ft. Type oSLiner= CL'8'Rip-Rvp 6=5 Ft. FROM STA. 708 i 24 TO STA. 108 i 69 -L- LT FROM STA.148+00 TO STA. 754+65 -L- RT FROM STA.180+00 TO STA. 182+25 -L- RT FROM STA. 26+00 TO STA. 26+50 -Y16RPA- RT FROM STA. 18+50 TO STA. 19+98 -Y10- RT FROM STA.20+40 TO STA.22+50 -Y10- LT DETAIL 16 LATERAL BASE DITCH ,� � rvd �0 5wle� b � tia��,ai ��i �� Fm ��7:1 p 2.L 1'SH_ Siaao d g Min. D= 1.5 Ft. - Max. d= 1.5 FI. a= z.a F. 6= 5.0 Ff. Type ofLiner- PSRM FROM STA. 94+00 TO STA. 95+00 -L- LT DETAIL 17 LATERAL BASE DITCM �No��a Scale� b % Grural � ��-FIII ound '- 7:] p,�.1 � �,.lr�. / sloPe T g Min.O= 2.0 F. Max. d - 2.0 H. B- 4.0 R, b- 5.0 FI, Type o(Liner= PSRM PROM STA. 95+00 TO STA. 97-50 -l- LT DETAIL 18 LATERAL 'V' DITCH �Norro s�aie� % I�j' �y '�� / ��ol f I�'// `-F'll Gro�nd 7.\ ry��/ 1"� . Slope � \ j Min. D= 2.0 F. 6= 5.0 F. FROM STA.11+86 TO STA. 13+50 -Y6- LT FROM STA. 15+15 TO STA. 18+50 -Y6- RT FROM STA.132+10 TO STA.132+22 -L- LT FROM STA. 154+70 TO STA. 156+25 -L- RT DETAIL 19 L4TERAL'V' DITCH � No� io 5<aie� / 6 j t / ��ei �- i '-wi G�ound 3./ p �� 1"�F�. Slape d Min. D= 1.5 F. Mo+. d- 1.5 Ft. b= 5.0 F. Type of Liner= PSRM FROM STA. 13+50 TO STA.15+60 -Y6- LT FROM STA.16+79 TO STA.18+50 -Yb- LT DETAIL 20 WTERAL BASE DITCH l�m�o s�oiei : b ��Noluml � � 6ra�nd \�J 3�/ "N. Fill ° / smp< �� m��. o= z.o h. e= z.a h. 6= S.0 Ft. FROM STA.15+67 TO STA. 16+55 -Yb- LT FROM STA. 62 i 85 TO STA. 63 i� 00 -L- LT FROM STA. 179+03 TO STA.180+00 -l- RT FROM STA.19+45 TO STA. 20+40 -Y10- LT DETAIL 21 SPECIAL LATERAL BASE DITCH � Ho� m s�ai�� Nm�rol � �� F� � Grovnd 1.� 6�' � Sope d D F\o Georenile� B Min. D=2 Fl. Mox. d=] Ft. Type of Liner= CL'B' Rip-Rap B=2 Ft. FROM STA. 58+25 TO STA. 59+60 -L- LT FROM STA.20+00 TO STA.21+05 -Y16RPA- LT DETAIL 22 SPECIAL CUT BASE DITCH 1Norm sm�el l Now�i �o< �-c,a G�ound 3� ��' oi��h �\�� ° � F� „0 slo� �,'.�,J Min. D=4 Ft. B=2 k. FROM STA.15+10 TO STA. 17+13 -YbA- LT DETAIL 23 SPECIAL LATERAL BASE DITCH �Nai�a Scalo� Guml � o� � Fill aund �� ` D A \o"`� Slepe F \ u Min. D=2 Ft. B=2 FI- FROM STA.59+60 TO STA.61+36.6 -L- LT FROM STA.63-F00 TO STA.64+50 -L- LT FROM S7A.708+20 TO STA. 109+75 -L- RT �E]"�l_�� DETAIL 31 SPECIAL CUT DITCH � No1 �a 5<ale) � Foiom DETAIL 24 �=h LATERAL 'V' DITCH ` s��'e � 7.� .� % /\o��¢� ( Hoi �o scule) j � D. -� Min. D-1,5 Ft. � � �� �fill I ��ou�e �z. D 1�" "�F', sleo� FROM STA. 26+00 TO STA 28+25 -Yb- LT d FROM STA.17-62 TO STA. )4-25 -Ylb- LT � a� x�.ie-'� FROM STA. 14+25 TO STA. 20+15 -Y16- LT Min. D=1.5 Fr. FROM STA. 19+00 TO STA. 20+15 -Y16- RT Mox. d=1.5 F. FROM STA. 20+ 15 TO STA. 21 �i 00 -Ylb- RT 6=i F�_ FROM STA.40+50 TO STA.42+50 -Y76- LT TypeofLiner-� CL'B'Rip-Rap FROM STA.45+00T0 STA.46+02-Y16-LT FROM STA.bS�r50 TO STA.69-+65 -L- LT FROM STA. 70+68 TO STA.72-00 -L- LT FROM STA. 8d+50 TO STA. 84-93 -L- LT FROM STA. 85+50 TO STA. 86+60 -L- RT FROM STA. 126+00 TO STA. 126+95 -L- LT DETAIL 25 SPEGAL LATERAL BASE DITCH � Noi lo Scale� 7. A� �� � G�ound `co.��e�i �S�oae d B Min. D=1_5 Ft. Max. d=7.5 Ft. Type of liner= PSRM B- Z Fl. FROM STA.17+06 TO STA.17-60 -YbA- RT FROM STA. 10 i.65 TO STA. 13+50 -Y71- LT DETAIL 26 LATERAL 'V' DITCH �No�ta Scolej / �� Nanml � � / `F�II Graund �.� .y�� 1"h�. Slope D �� Min. �- 1.0 Ft. b= 5.0 F. FROM STA. 11+65 TO STA. 12+31 -Y7A- LT FROM STA.84+93 TO STA. 85+74 -L- LT DETAIL 27 STANDARD BASE DITCH � r� � m s.oie� Notu.al No�urol Ground \ Gro�nd \z:� p �� � Min. D=2 FI. � 8 - 4 Ft. FROM STA.108+03 TO STA. 108+37 -L- LT FROM STA.162+25 TO STA.162=50 -L- RT DETAIL 28 SPECIAL L4TERAL 'V' DITCH � Ho� �o s�aiei ���FII �.�i a/ sioPa c°o��a �� , p F� ae a Geo�ex�ila -� Min. D= 1.5 Ft. Type o{Liner= Closs'B'Rip-itop Ma�.d= 7.5 Ff. FROM STA.29+70 TO STA.31�+00 -Y7A- LT fROM STA. 22+50 TO STA.24+00 -Y10. LT FROM STA.11+00 TO STA. 14+00 -Y13- RT FROM STA.32+33 TO STA.32+60 -V20- LT DETAIL 29 STANDARD BASE DITCH � Na� io Scole� u�al Nmu.al Gr�ound �\�1./ Ground ��i Min, D=2 Ft. I g I 9-3 Ft. �� PROM STA. 40+38 TO STA. 40+51 -L- RT FROM STA. 16-84 TO STA. 17+10 -Y6A- RT FROM STA. 17 .� 14 TO STA. I7 t 30 -YbA- LT FROM STA. 15+05 TO STA. 15+24 -Y6- RT FROM STA. 15+SA TO STA. 15+64 -Y6- LT FROM STA. 65+40 TO STA. 65+67 -L- RT FROM STA. 70+00 TO STA. 70+20 -L- LT FROM STA.70+66 TO STA.70+89 -L- RT FROM STA. 85+05 TO STA. 85+33 -L- LT FROM STA. 86+55 TO STA. 86+72 -L- RT FROM STA. 28+48 TO STA.29+34 -Y10- RT FROM STA.30+45 TO STA.31+58 -Y10. RT FROM S7A. n+81 TO STA. 18+06 -Y16RPA- RT FROM STA.20-:93 TO STA.21 I�38 -Y16RPA- LT DETAIL 30 LATERAL 'V' DITCH � Nal la 5<ole� � �I�' b _�II il NONroI � I" � �Fill Graund �.� ,L.\/ ,fi. SIoPe \D/ ( Min. D=1.5 Ft_ b=5 Ft. FROM STA. 23+50 TO STA. 28+00 -Y6- RT FROM STA. 96+80 TO STA.97+25 -L- RT FROM STA.45+00 TO STA. 45+06 -Y16- RT FROM STA. 20+00 TO STA. 21+00 -Y20- RT FROM STA. 18-50 TO STA. 19+20 -Y20- LT FROM STA. 16 -- 50 TO STA. 17 - 50 -Y20- LT FROM STA.09+70 TO STA.12i�00 -V20- RT FROM STA.09'70 TO STA.72+00 -Y20- LT FROM STA. 26-50 TO STA. 30+00 -Y20- LT FROM STA. 23+50 TO STA. 24+09 -Y16RPA- RT DETAIL 32 SPECIAL LATERAL BASE DITCH �Norro S�olo� / -rlll G�o�nd 7,.� p bF ei Siope U m��. o=z r�. B=2 Ft. FROM STA.11+10 TO STA.11+50 -Y13- LT FROM STA.111+10 TO STA.I11+50 -L- RT DETAIL 33 LATERAL 'V' DITCH (Na��o Scale7 : ti NoNml �/ � fill Graund 7�� � r��\� SIaPe ��r= M,� o-, Fr. 6=5 Ff. FROM STA. 76+50 TO STA. 78+00 -L- LT DETAIL 34 LATERAL BASE �ITCH �Nol�o Scole� ' b I �� G�nund 1,� p �;����_ / �Fill Slopo � Min. D=1.5 F. B=2 F. 6=5 Fr. FROM STA. 162+25 TO STA. 162+35 -L- RT DETAIL 35 SPECIAI LATER.4L 'V' DITCH INo��o Scole) � � �r�n s%e vare �z i F�°° d D Min.0=1.5 Fl. Type of Liner- PSRM Max. d=1S FI. FROM STA.12-40 TO STA.72-70 -Y19- RT FROM STA.32<50 TO STA.33+65 -Y10- LT FROM STA.36+50 TO STA. 3�+00 -Y10- LT DETAIL 36 SPEGAL CUT DITCH � �uei m s<aie� Front � � on<n ur I P� Slope G�ound 9�� O F\ �e� �' Min. D= 1.5 F. FROM STA.193+00 TO STA. 793+50 -L- RT FROM STA. 24+61 TO STA.25+00 -Y20- RT FROM STA.24+00 TO STA.25-60 -Y76RPA- LT FROM STA. 27 ��� 50 TO STA. 22 �i 50 -Y20- LT DETAIL 37 RIP RAP AT EMBAIJKMENT I Noi �o s<oiei t0'm�n- _ Gr dc-/ 1.0'min � h �; } -/ GEOTEXTILE - � � � Type of Liner= B TONS,CL I Rip-Rap Geo�evtile= lJ SV STA.33+59 -Y20- LT STA.34+36 -Y20- RT STA. 19+98 -Y10- RT STA.10+65 -Yi1- LT DETAIL 38 SPECIAL CUT DITCH �No��o Scole� /G / '-F.a�� � ` � on�n � Slope Ground ?'1 D / F\ �e �N�Min. �=1 Ff. FROM STA.12-F00 TO STA.13.15 -YS� RT DETAIL 39 STANDARD 'V' DITCH � Noi io Sr.aie� rvm�rai Naw.oi Ground �2,� ,��/� D d Geo�e.�ile � Min. D=i Ff. Type of Liner- Class'B' Ri�Rap Mav. d=2 Pt. FROM STA.154+50 TO STA.154+92 -L- RT FROM STA.157+66 TO STA.157+8q -L- RT DETAIL 40 STANDARD BASE DITCH � Not �o Scale� Nalurol NW�.oI Ground ��/ Go�na � D % Min. D=1.5 F. �/ B=2 Fi. FROM STA.20+20 TO STA. 20+36 -Y20- LT FROM STA. 12+18 TO STA. 14+07 -Y16RPA- LT FROM STA. 25+90 TO STA. 26+04 -Y16RPA- RT FROM STA. 25+57 TO STA.26+06 -Y16RPA- LT FROM STA. 25+99 TO STA.26+12 -Y76RPA- LT FROM STA.32+�97 TO STA.33+38 -Y70- RT FROM STA.33+56 TO STA.33+89 -Y70- LT FROM STA. 29+06 TO STA. 29+75 -Y7A- RT FROM STA. 17 �h 30 TO STA. 17 �I� 50 -Yll- LT DETAI_L_ 41 STANDARD 'V' DITCH �Notlo Scole) i �,o� Groun�,J �.� Gound �Min. D=1.5 Ft. FROM STA. 147 i. 87 TO STA. 148 -F 66 -L- LT DEfAIL 42 STANDARD BASE DITCH � No� �0 5coiel Natural Nafural Ground �� 2�� Graund d � Goo�e.r1�-" B Min. D=2 Ft Mox-d-2 F�. 'WFen B is c 6.0' B=i F�. Typeo/Liner= Closs'B'Rip=Rop FROM STA.23+70 TO STA.24+28 -Y16RPA- RT DETAIL 43 SPECIAL CUT DITCH �No�ro S�ola� .0 � .%-Fa�r No�uml M1�j�� S�lope Ground �! p �F\�e� d Min. D=1.5 Ft. Type of Liner= PSFM Max d=1.5 Ft. FROM STA. 19-I 50 TO STA. 20100 -Y20- RT FROM STA.32+00 TO 33-10 -Y20- RT DETAIL 44 TOE PROTECTION � Noi lo S�ole� � F� �e` Nolural- 11 �S\oQ Gro�nd \ �-b y F �L_I I `_�d d=2 FI. � 6-R Ft. ��Geotextile Type of Liner= Qass'B' 0.i�Rap DETAIL 45 SPECIAL CUT DITCH ( No� b S�ale� / `-Fram � / on�h G�ound 2 t 3���e� Slopa � D/F �' Min. D= I.5 Ft. FROM STA.16+00 TO STA.17+32 -L- LT DETAIL 46 SPECIAL LATERAL 'V' DITCH I�o�m Scoicl � � -fill Na�urol �% Slope Ground 7.) p P° e' d Min. D-1.5 F. Type ofLiner= PSRM Max.d=7.5 Ff. FROM STA. 77+11 TO STA. 18+00 -Y11- RT FROM STA. 17+32 TO STA. 18+00 -Yll- LT PROJECT REFERENCE NO. SHEET NO. ��-��O'.�:=a ��'-/U WW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1P1REll,d�IIN �`�' 1�1L.�I*7� DO NOT 1�5E FO CONSTRVCTION DETAIL 48 SPECIAL WTERAL 'V' OITCH � N � �o s�oie� / Nm�,ai � � �� �Fm Ground o) F� te Slope T Min. D- 1.5 Ft. FROM STA. 10+15 TO STA. 11+50 -Y26- RT DETAIL 49 RIP RAP AT EMBANKMENT � Noi lo S�olc� No+�rol Nafural Ground -0.8' Gro�nd GEOTEXIIIE -�� Type oftine�- d5 TONS,CL'B' Rip-Rap Geo_tile- 10� sr FROM STA.61+37 TO STA.62+53 -L- LT DETAIL 51 ROCK FILL IN POND � rvo o s�oie� Proposed �. �♦ Ezisting- \'� � Elev.-621.0 Earth Fill -� '� 5 0' i �-_ T Rock Fill �,o' L�.w.S.Elev.= � � t To Berm �'_ aaa.o FROM STA. 78+17 TO STA. 79+64 -L- LT DETAIL 52 ROCK FILL IN POND � No� ro Scale) Proposed -�� � Existing���i -�Elev.=589.0 Earth Fill -� \ Rock Fill �o� � N w.5. Ele�.- To 8erm - see.o FROM STA.767-00 TO STA.162+80 -l- LT DETAIL 58 SPECIAL L4TERAL 'V' DI7CH I Noi m s�aie� / �`�- F�ill No�urol p� �y< Slopa Ground �:) p j E\o a Min. D=1.5 F. Mox. d=1.5 Ft. Type o( Liner- PSRM � FROM STA.10+50 TO STA.11+08 -DWY4- RT DETAIL 47 HAURDOUS SPILLBASIN BASIN > IOCATION �AT OUTIET) 1 STA 161 -85 -L- RT ] STA 1)9-50 -L- RT 3 STA ]0+50 -Y16RPA- LT 4 STA 32+50 -VZO- LT TOTAL CAPACITY REQUIRED: 'A'cl TOiAL CRP�<Itt PROVI�fD� 'B'c� ��- ELEV.'C'wi'�'R.FRffBOARD ELEV. C — � G � ��i E ... , . ti� �Rtn.� MOOEL f0 OC SLUICE GATE Z I SI�IHOwLrE � I � K � H � I DETAIL 53 CMANNELCHANGE � Nol to Scole� _� ` �aaVral . _io c. ��d _ , a� z�,�� ��.,� --- ��s p� ��-- d ceaiexi�ie— � Min.D=5.0 F. —��i•�.ci�nnnni MaK.d=3.0 Ft. Type of Liner-- CI'I' Riprap B=12.0 F�. Est]30 Tons 6=Vor�es FROM STA.93r�93 TO STA.96 � 36 -L- Ri OETAIL 54 INLET & OUTLET CHANNEL DEfwIL � „o�o _ _ _ — — —,( �= — �� N I� I' ��� x� �I niPv.P ro rn� voioi � Ouie� � PREFORMED SCOUR HOLE DETAIL 55 'NOT TO SCALE PIAN VICW SECTION A-A PE Id - OP IB"1 invw (\\'l� ° vsxm �� N — — � �kouH"oo wRH GEOralIL[ e� �GM/ CK FROM STn. 130+39 TO STA. 130+60 -l- lT FROM STA.140i�39 TO STA.160+60 -L- LT B-6 Ff o-i Fr W-6 Ff � ENERGY DISSIPATOR DETAIL 56 RIP-RAPPED ENERGY DISSIPATOR BASIN DIM. RIP RAP BASIN N ��o� sNo �N) 1 A 2.5 a B ].0 r __ � xo C 20 Y D 09 , - E 11.8 � � \ F 10.1 aiv aw> rvo� snowrv � G 10.1 \ ..« ��mE„,�o�:...»o��M.�t PLAN BASIN 8 LOfATION (AT OUTLET� I STA 100�F]0 -L- LT 4 �_��.t i,., �. � .., ouNo G ����A55 II� � SECTION 7N8 DETAIL B7 00 FqLSE SUMP Ff o e � �, Ouhlde D' h �I �I .. Tra(f c FT , Q.= ZO.� � -���� f , r U \ t 5 S=Ditch Slope �} Proposed D'�1<h \ � � •, � V � � O V � Sl r , , �,,;i� t ;%, r � =�i i ,-� � ,,. �i�r ,��� � �u�:,l" �\\ � � �,� �� . ! ` "�' .� �� � `�� , ,11 • \ -L- POT Sta. 26+80.46 `='�� �� -SBL- PC Sta. 20 + 80.46, � �� ��� -NBL- PC Sta.20+80.4 ",��`�� �� ��, ��. ��, , , ,_ � \��� -Y2- W. DEERFIELD � �\�� TRACE �� I �\ II'i1� T��4 119 I' 11� , �, � 1�; = _ C� 1 4' mo � l�i ii . ��1* 5 J�'s=� J�I'� ��1�' �°� ��IIR�' II---1� (��'s� I� '�� II�I�,� �i ?��y��T��� ��1F" l���i[�������795 ALAMAI�CE CO U1�lTY LOCATI0111: 1VC 119 RELOCATI0111 FRQM I-40 /85 TO 1VORTH OF SR 1921 (MEBANE ROGERS ROAD /STAGE COACH ROAD) TYPE OF WORK GRADI11tG, PAVI11lG, DRAl1VAGE, STRUCTURES, A11tD SIG11lALS WETLAND AND SURFACE WATER IMPACTS PERMIT -L- POC Sta. 34 + 25.07 = - ta. 4 + -SBL- PT Sta. 34 + 55.35 ,� -Y3- E. DEERFIELD i I TRACE �' I 1� BEGIN TIP PRO -L- STA.14+30.00 I Iil�l � i,i � +/- 40 '�i � �� �-F�,t � p��,-� ,� 85 �11 � 1'1'�, 'IDGE I, 11� TA. 27+65 +/- �, � 1'� T U-3109A��,'� 11�'� �, ` SITE 4 SITE 2 -Y7- SITE I THIRD ST Y5B- GRAPHIC SCALES DESIGN DATA 50 0 50 10o ADT 2016 = 21,100 ADT 2036 = 28,400 PLANS DHV = 9 % D = 55 % 50 0 50 100 T= 3 %* _ \ I V = 50 MPH PROFILE (HORIZONTAL) * TfST 1% DUAL 2% t0 0 l0 20 FUNC CLASS = �--�� URBAN COLLECTOR PROFILE NERTICALI REGIONAL TIER -Y7A- THIRD �� ' -Y26- LAKE LATHAM \ 8�q5 , NP� SITE II BEGIN BRIDGE -L- STA. 142+41 +/- SITE 8 SITE 10 SITE 7 END CUL ERT. 1� BEGIN CULVE T L- STA. 9+09.21 -L- S A. 96+66. 6\ S I T E 6 �� ��� e il � L�e ��'\ I �3'�0 �:�� 1 NC 119 SITE 5 '�f. � SITE 3 EXT� Yq_ F1E�p5���� � ��� � pR1VE '�/cq �, ��, N a��'s -Y6- THIRD ST. � E � = PROPOSED SI( SITE 18 �9 END BRIDGE -L- STA. 147+ SITE 9 ���iiTti � °� � 31 / •� � Erv� cu�vERT ���� SITE 19 -Y1�S- Sl'A 19+g0:7$ Y16- RAI ���, (SR 1964) SITE 20 SITE 12 ST. US 70 SITE 13 SITE 14 \ SITE 16 _�,� �� > >�"� U-3109A ST_iTL Y0.0. . .w.PR01.�0. 34900.1.1 STP-0119(10 34900.2.FRU4 STP-0119(10 34900.2.FR4 I STP-0119110 s�1T S��E.� PSCRIMION PE UTI LITY ROW �P1E�iE1[.dI+^ddNr�lfB� 1PLAN� DO NOT t'SE POR CONSTRL�iT10N PERMIT DRAWING SHEET 1 OF 43 SITE 15 ,,- �I -Y20- MEBANE ROGERS / STAGE COACH RD (SR 1921) � i N � 18 T��C119 � _�' �, SITE 17 � E1VD TIP PROJECT U-3109A -L- STA. 196 + 00.00 NOTES: 1. THIS IS A LIMITED CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. THE INTERCHANGE WILL BE FULL CONTROLLED ACCESS. 2. PROJECT IS PARTIALLY LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF MEBANE. 3. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. PROJECT LENGTH PLANS PREPARED BY: HYDRAULICS ENGINEER Michael Baker Engineering, Inc. � 8000 Regency Parkway, Suite 600 LENGTH ROADWAY TIP PROJECT U-3109A ............ 3.280 mi �� Po�i sionalCoBporationLicenseNumber: F-1084 LENGTH STRUCTURE TIP PROJECT U-3109A ........... 0.161 mi FOR DIVISION OF HIGHWAYS TOTAL LENGTH OF TIP PROJECT U-3109A 3.441 mi zotz srallonao srccrFrcario.us TODD H. BUCKNER, PE ffiGHT OF WAY DATE: PftOJECT E,�'GI,VEER DE_CEMBER 1.9,_2014 WARREN E._JOHNSON - - PROIF.CT DESIGN F.NGINF.F,R LETTING DATE: xcnor con�r.�cr. DECEMBER. 20, 2016 RON E. McCOLLUM, P.E. -- � - PROJECT ENGMEER - R0.9DW11Y DES/GN ROADWAY DESIGN ENGINEER P.E. P.E. 0 � � I' ' � /_, � — � _ = = _ ,- - - i � -� a; _ /y� , -_ rtC-:n�� y— 4.=� � �: _ . ` II-'- �.'%'., . '_ _<__.�-,,_ J �`.*_� �'6•. c � :,:: , �� �'` I'I � TI j i / � I , / J / � ,�j - f =�_ � / / FER NCE NO. SHEEf NO. lI ' + � � . , _` i ...._.,y�. �,� �� �r� pF,�_r , �4 ,� � \ - � - / / / /c� n6 � --� � / —645- � j . R�� _S�H1 � . , I .. }z�c_.� _��- _.._�� '���F. rx �,� �=-� ,� ��;- -_\ i ' � / ��' ROADWA EET NO. / � / � / 1� � � � � _ � � � � __� �� �� �� � /� � _ � � Y DESIGN HYDRAULICS 1 � / " - � "'� � �� �� ` y�� .� �� I �- i �f � � �/ � / / �/ � ENGINEER ENGINEER \ � j � f=i �� *' N '-- � ��-' p � �� �� .`����9 ` �;, � � � I \ � � u� � %�� � �� � � / /���5 ��_Ea�"�. �1 �nI I , 0��i i�I �i ��I ,-'���x` _ �i_ �� �`-J - � �--' �" \_-' l / �/ �3 ��� a� � i� � ' � ,d i / ��fl'��� ��'� � E" -� I��� �= - _ _` _ -� �� �_' � �� � � r I �� � �/� ��/�� � 5� ��� �� `,�4 �� � 1 �`� 1 �� �- �- �� �� —� � ! i� ,m59' / / � � _ � � � ���� �„ II� � �., I I �� l-_-- �I- �� � o ;' � / � �' � /� �/ )� � �5 /�� 1�llT�]E]L�1�dN..][�� Il�1L9N� } / .�4�° /I `/ � � � DO NOT 1r56 PO ('OvSTRI'CTION 1� � \l �nl I� � � ��]\\ � — �. � ` -.�'—�Y � _— � E ic9� / � /�/� I \ � \ � � � �� ��'� �j I��� ��� I ����� �1� ��� �� ���---- ; � _ -- � ���� � � � �� � � ���,� ����� I / � l � � �� 1 � ,- -- � � ��' i � h '�7s% I I � II � _ � ( ��� '� �7�- � I '.9 , - � � � � � � �� � �� � � � � ' � - �� � , , � , �� �/,�'-, �, , , " ����' � � �� i � 1 � � ��� I� � ��+ / � � -- ��c5a � �� � � � � � � � � � � M' � �i �� j��iuK��,��`�N�.---`l , , �-�—r- � �� � , � , � � PERMIT DRAWING \ - — - = ,�;� % � � � ,. � � � � � � ��� � � ��i i i ' � � � � � � 3�� - - �- �_��, ' � a � :'i ������ a�E� ,,��, � �, —�`' " ���-�" E5 -x�. � ,N�� , � � SHEET 3 OF 43 1 � =` �I ,��� i� i , �%/� �'�� �� �-,� � � � AD ,� 9� � - � I �,,. � � l �� �� I�� �� �� - o � _ � �'i ��,'��� x� :o� �-��� i �'�� � � � � � l'� � I %� _ �i � � I 1 � I�L �, � � I - _ + -1 / � - ,� i . �V � � _ i � � > � � �� � ` � �s2�- ��. �. � � � p -__ � / %� � � �� i �o _ � � �, h n \ r � . � �i �� , � � - , �' � � �- ,� �� � � �� ��� , �� , � � ��5_�l � — , � x _� �, ' '' -� -- � � < I 1�� � �. �� `� � �� �� I � A � / r� � a� � \. � . _• � �;�. � � � �� �� �� � � ����_�� ��I \ �_ ��� ��� K , I _ i � ,,���� � . �^"-- ) � � � � i � �I f \.11 � � � ' '__ _ "_+' �� ' . � t;' .. , `� -� C� I / � � / � I��'�� I �� i 3 � � _� -� I �� , �� ` /i"_ ,,,� ' KiD�.g2 iNc. �� 3. i , �� � / � `I� � LAT A9 IT W'CL' RIP RAP / J / I i��,�� �T� � S'I�A�58 , ��T 59 0 �L L7 � / �� ��' � �� � � �' � �� � � /�fn � � � �� �� � � � � EST �a 70NES I I / „� �� �� � � � -� 7 � � _ / I � I � I HKID �42 IN� � �, � I � u, �i � �` � � I � �,���r FF isa sr �_ss� � � ��� �F_• �� �.�_� ,-_� � -, f ��' � � ^ � � ��� I � � . I I � l - / - � --- SPEC LAT 2 BA E fC ��� ' � . / 7 4G' / I � I i ';p �� " SE DC-fAIL 2l _�/ I�1 r � � �;� I Y - �� 111 srn es �-eo �i��ai��� e4� � � � � �� � � � � � I � V� \ i � �� � � 1 � � I�pSs . ,RiPanP � sE�n�a�r� /r ��i���,� �' �'`'����� i�� � �`1 /� j i � � � V �V° 1 i ' I'� � �11 I �Lr' � �� _a5-- � 11I � 1l I l t I 1 I SI gF�OI SY I �6��0' —_ � i� I �_ S� I�/`° �'. �'� @I`\� �S�E LAT `l� BRSE D�� I l r �/ / /��/ I I " T II �� TCHII I S ITE 2 I / I)-. � II , � � W+'�kY9 � b'E E�17�1�I;' \ ,5 � � � .'�"�--.-� -1 �,"� � e � � �1�r � I �., lv� � TA 63 TA� 4 i 50 L LT �� `Lr / STA (9 t p5 I p 1l � l I I'' \ I, � � a 11 I I C 5 �'RIPRAT _ 5 ' / / STA/62 ' � ; 5T�1 �7 �00 L -L ' II�`�� \� � Sic D�TM 1�3 I � �.�j__— / / / � / . / / / / E [� � j ` (. I I �� �' Il,i \— _/ N� DET�� � �� 4 � sns � j s Gr.hu i` O I �1 �� � I lE� is TONs - �' �' �. 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