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HomeMy WebLinkAbout20170239 Ver 2_2002-20667 Permit Modification 1 and Plans_20180530Regulatory Division/1200A Action ID No. SAW-2002-20667 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 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: May 30, 2018 Reference the Department of the Army (DA) permit dated June 27, 2017, to Mr. Philip S. Harris, of the North Carolina Department of Transportation (NCDOT) for impacts associated with the widening and new location project identified as U-3109A&B. The 4.8 mile project includes 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 area contains McAdams Creek and 12 unnamed tributaries (UTs), Mill Creek and 4 UTs, UT to Mill Creek (Forest Lake), 5 UTs to Back Creek (Graham-Mebane Reservoir), 3 impoundments (ponds), and several adjacent wetland areas in the Cape Fear River Basin (8- Digit Cataloging Unit 03030003). Total impacts authorized by the pennit include: 1) the permanent discharge of dredged or fill 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 wetlands (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, and 2) the temporary discharge of dredged or fill material into 461 linear feet of stream channel. Compensatory mitigation was implemented for the unavoidable impacts by debits from the NCDOT South Buffalo Creek Mitigation Site (I-2402, U-2525A, and I-2201 F/E) as well as payment into the North Carolina Division of Mitigation Services. However, NCDOT did not provide mitigation for U-3109B at that time. Per Special Condition 2 of the DA permit, Construction may commence on U-3109B only after: 1) final design has been completed; 2) the -2- permittee has minimized impacts to waters and wetlands to the maximum extent practicable; and 3) any modifications to the plans and a compensatory mitigation plan have been approved by the U.S. Army Corps of Engineers, Wilmington District (Corps). Also reference your permit modification request letter and attachments received via email dated May 4, 2018, additional dewatering information received via email dated May 15, 2018, as well as your revised information received via two emails, both dated May 21, 2018 (herein referred to as the "Modification Request Letters"), proposing the following: 1) Modification to U-3109A Permit Sites 18, 19, and 20: a. Site 18: Culvert alignment change resulting in no changes to previously authorized impact amounts; b. Site 19: Proposed change of Y-10 roadway design from a shoulder section to curb and gutter. Since the curb and gutter typical section is wider than a shoulder typical section, the skew of the culvert was reduced to make it shorter. Although stream impacts stayed the same, proposed wetland impacts increased by 0.01 acre due to taking the impacts out to the edge of the easement; c. Site 20: Culvert alignment change resulting in reduction of previously authorized mechanized clearing in wetlands impacts by less than 0.01 acre; 2) Release of U-3109B for construction per Special Condition 2 of the DA permit dated June 27, 2017; 3) Authorization of pennanent discharge of iill material into 647 linear feet of stream channel related to: a. Placing 562 linear feet of stream channel in culverts, and; b. Adding rip rap bank stabilization to 85 linear feet of stream channel; 4) Authorization of permanent discharge of fill material into 0.27 acre of wetlands related to: a. Filling 0.23 acre of wetlands due to fill slopes; b. Excavating 0.01 acre of wetlands due to grading; c. Mechanized clearing in 0.03 acre of wetlands due to installation of erosion control feahires. 5) Authorization of temporary discharge of fill material in 90 linear feet of stream channel related to temporary construction access and dewatering for culvert installation. Following evaluation of the information submitted in your modification request, the U.S. Army Corps of Engineers, Wilmington District (Corps) has determined that it is appropriate and reasonable, is not contrary to the public interest, and no public notice is required for this �� modification. Furthennore, the requirements of Special Condition 2 of the DA permit dated June 27, 2017 have been completed as follows: • All appropriate and practicable avoidance and minimization measures have been approved, as discussed during the 4B and 4C Merger Meetings for U-3109B, held October 19, 2017 and February 16, 2018, respectively, and documented in the Modification Request Letters; • A permit modification request for U-3109B including final plan design and compensatory mitigation plan was completed per submittal of the Modification Request Letters, and approved by the District Commander via this document. Therefore, the permit is modiiied to include changes to U-3109A Sites 18-20, and to release U- 3109B for construction, including the requested modi�ed stream and wetland impacts. For U- 3109A Permit Sites 18-20, this work must be constructed as shown on the U-3109A Permit Drawing Sheets 31-36 and 40-43, submitted via email on May 4, 2018, as well as the dewatering phasing plan for the revised culvert at Site 18, titled "2@ 10'X8' CONSTRUCTION SEQUENCE STA. 19+77 -Y10- McADAMS CREEK", submitted via email on May 15, 2018. For all U- 3109B Permit Sites, this work must be constructed as shown on the Wetland and Surface Water Impacts Pennit drawings for U-3109B (Permit Drawing Sheets 1-22) submitted via email on May 21, 2018. In addition, the following special conditions regarding additional compensatory mitigation are hereby incorporated into the permit: x) 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. xx) In order to compensate for wetland impacts associated with U-3109A Permit Site 19, 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 0.01 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. All other conditions of the permit, including the permit expiration date of December 3 l, 2022, remain in effect as written. The U-3109A&B project now totals 1) the permanent discharge of dredged or fill material into 5,573 linear feet of stream channel (5,321 linear feet of permanent loss and 252 linear feet of bank stabilization), 0.66 acre of riparian wetlands (0.51 acre of permanent fill, 0.03 acre of excavation, and 0.12 acre of inechanized clearing), and 0.32 acre of open water, and 2) the temporary discharge of dredged or fill material into 551 linear feet � of stream channel. Should you have questions, please contact Mr. David E. Bailey, Raleigh Regulatory Field Office at telephone (919) 554-4884, Extension 30, or at David.E.Baile�(c�r�,usace.annv.mil. FOR THE DISTRICT ENGINEER Digitally signed by MATTHEWS.MON DN,cHUS,o=US GoKemm4entb33 TE.K.1284867633 �n=MATfHEWS.MONTE.K.1284867633 Date:2018.053012:56:55 -04'00' Robert J. Clark Colonel, U.S. Army DistricY Commander Copies Furnished (w/enclosure): Ms. April Norton Transportation Pennitting Unit Division of Water Resources North Carolina Department of Environmental Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Ms. Carla Dagnino North Carolina Department of Transportation Division of Highways 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Mr. Jerry Parker Division Environmental Supervisor, Division 7 North Carolina Department of Transportation Post Office Box 14996 Greensboro, North Carolina 27415 Copies Furnished (w/o enclosure): U.S. Fish and Wildlife Services Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 28516 �� Ms. Amanetta Somerville U.S. Environmental Protection Agency Region 4 NEPA Program Office 61 Forsyth Street, SW Atlanta, Georgia 30303 Mr. Travis Wilson North Carolina Wildlife Resources Commission 1718 Hwy 56 West Creedmoor, North Carolina 27522 U.S. ARMY CORPS OF ENGINEERS Wilmington District Compensatory Miti�ation Responsibility Transfer Form Permittee: North Carolina Department of Transportation Action ID: SAW-2002-20667 Projett 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 Requiring Mitigation*: Stream Impacts (linear feet) Warm Cool 408 8-digit HUC and Basin: 03030002, Cape Fear River Basin Wetland Impacts (acre Cold I Rioarian Riverine I Rioarian Non-Riverine I Non-Riaarian 0.27 Coastal *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030002, Cape Fear River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 816 0.54 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. I 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 14 September, 2017 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 ofthis 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 compensatory mitigation required for stream and wetland impacts authorized for U-3109B are included on the above form. • NCDMS accepted responsibility for providing the mitigation required for U-3109A via signature, on July 11, 2017, of the Compensatory Mitigation Responsibility Transfer Form included with the Department of the Army (DA) permit dated June 27, 2017. This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1J the Permittee, 2) the USACE Project Manager at the address below, and 3J the Wilmington District Mitiqation Office, Attn: Todd Tugwell, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (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, NC 27587 Email: David.E.Bailev2@usace.armv.mil '%��% _ � / Digitally signed by BAILEY.DAVID.E.1379283736 i':r',�� �r�/ DN: r—US, o=U.S. Government, ou=DoD, ou=PKl, �f ou=USA,cn=6AILEY.DAVID.E.1379283736 Date: 2018.0530 14:5738 -04'00' USACE Project Manager Signature Mav 30, 2018 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://regulatory.usacesurvev.com/ to complete the survey online. South Buffalo Creek Mitigation Site ONEID 041-009 The South Buffalo Creek mitigation site is located in Guilford County within the USGS hydrologic unit 03030002 of the Cape Fear River. NCDOT acquired a 31.73 acres parcel to mitigate for unavoidable, jurisdictional impacts associated with TIP I-2402, U-2525 and I- 2201F/E. This parcel produced 16.2 acres of Riparian Wetland Preservation and 15.53 acres of Riparian Wetland Restoration. Monitoring requirements were performed from 1999 to 2003 and the site was closed out in 2004. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03030002. Table 2 indicates all mitigation debits that have occurred per regulatory agency approval. In order to offset an additional 0.01 acres of unavoidable impacts on U-3109A at Site 19, NCDOT will be debiting the South Buffalo Creek Mitigation Site at for 0.01 acres of impact at a 2:1 ratio, totaling 0.02 acres of mitigation. Table l. Mitigation Quantities Approved HUC Mitigation Type Starti (AC; ount Additional Notes 3030002 Riparian Wetland 16.2 Preservation 3030002 Riparian Wetland 15.53 Restoration Table 2. Mitigation Debits — Mitigation Type Riparian Wetland Preservation Debit Amount Status (Ac) SITE TIP II Action ID# II Notes 3.36 Close I-2201F Out Riparian Wetland 1.23 Close I-2402D mod 199502886 Preservation Out Riparian Wetland 9.4 Close U-2525A & I-2402D 199300243 Preservation � �Out TYPE Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Debit Amount Status SITE TIP (Ac) 0.96�CIose Out �I-2201F 0.351CIose Out II-2402D mod 0.141CIose Out IMit Work 0.95 �Close Out �R-2000AA/AB Action ID# 199502886 9.11CIose Out IU-2525A & I-2402D 1199300243 0.711CIose Out IU-3109A 0.011CIose Out IU-3109A mod Notes 220667 Impacts were 0.33 acres with 2:1 ratio and 0.05 acres at 1:1 220667 Impacts were 0.01 acres with 1:1 ratio N Z � � � Nq p �95 PROJECT REFERENCE NO. SHEET NO. Cl-3/09A 30 R/W SHEEf NO. 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R BC. . - - _ I : >;._ � �y esr 1� I �� �',. �;� �� � � \ � II 11x�., � � �5:.__ � I � \ _ �� r�_, V M � � _ , � , -- � \ ,�_ � �._, � ��_ �&� - - -� � i i_ _. � �� � \ � _ � SITE 1$ 4 - i � a i i <� I— , � �a �� � o , , _ .a- ,� � , '� i i ,_� � \ ��\��� -� � y � � `�X S� \ � ,z �` � s� i � � o � , , . n � x o�o � ;� . � _ __�., _ �� �, � � , � � \ \ \ ` � i i � ,n�;:�-' �� � �.- r B � _ �F � � � � � —� � __ � � _ x � �� � �_� X TOWN 06 MEBANE� �, � � s � .. is . j �1 �I t-, �,; � - �\s � � � y�,,_�� � � - `\ � _- < . e- , _ _ _� � � \ � i , � � -_,_ � `- �-- �_ �- — � \ \ � `� °�' �� � 1� \ �� , � � _ _ _ , � ��t9� _ � , � �� � _ �� � � _ , � � \ , ,,, _ . — oe3 � � � s � - -� �� � � � - � �� �� , � � �� � �� � n , _ �` � \ ~ _� DENO E5 IMPACTS IN ° � 9� Ns ��\\�,� � / � � m �` \' SURF , CE WATER , �, \ � I ''� �_- 0''�\ � \� � i / /I i \ . ��, :� / / m H � DE�IOTES TEMPORARY ` � �;'�, • � � � I ACTS IN SURFA ��� ��4 E� , � � �1 � �� ENOTES �ILL IN �� �� �� � � � � �� �''� F,%' F% \ t � WETL�ND , ', � � I _� \ �� N� *� �,� * � � DENOTES MECHA IZED \ `�4� � � � � CLEARING \ lm � \ ` / \ FOR -Y10- PROFILE SEE SNEETS 48 & 49 / � � \ FOR CULVERT SEE SHEETS C-ITHRU C-l5 SITE 18 � m � L 2 S� E L � _ PROJECT REFERENCE NO. SHEET NO. RNJ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BNC�D�IPIl.� lE 1�1L�N� DO NOT USE FOR / W ACQUIS[TION 1�R,E1LdI�IN Ig� 1�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING SHEET 33 OF 43 l.) CONSTRUCT STILLING BASIN (MIN. CAPACITY=150 CY). 2.) CONSTRUCT TEMPORARY CHANNEL CHANGE #1 WITH LINER. (SEE DETAIL) 3.) INSTALL IMPERVIOUS DIKES #1, #2 AND DIVERT FLOW THROUGH TEMPORARY CHANNEL #l. 4.) DEWATER CONSTRUCTION AREA, UTILIZING STILLING BASIN FOR PUMPED EFFLUENT. 5.) CONSTRUCT PROPOSED 2@10'X8' RCBC, WING WALLS, FLOOD PLAIN BENCHES AND BANK STABILIZATION IN ACCORDANCE WITH THE PLANS. 6.) REMOVE IMPERVIOUS DIKES #1 AND #2, TEMPORARY CHANNEL AND DIRECT FLOW THROUGH CULVERT. �ii��� ��� � �,� � � � ��� \ �, � � � _— _ \ � \ �\ �.\ �d �'- — -re � � �-- a�. �� ��.�.�.� _. ��. k� ., �_ . _ �,`���—� 1 .� � / � ��_ 7.) REMOVE STILLING BASIN. 8.) COMPLETE ROADWAY. ,����\ \ \ � ( �_=� __ v \ ��\\� ��\\� � �r,- � � �� I 3 a / � �VGJ� ` ` — � � � _ _ ` � � "�-.�- — — --, \ � \� `y � \�. � �x I -r BEGIN CONS7`Rt�C-�t6�- – _ _ ' � � � `���- – ,� � � � � � � \ \ \ IMPERVIOUS \ � , �' I��f� �OC Sfo��668:00– `_ – – �D ����- – � \\ \ \P \� \ � � �l \ DIKE #1 \ ��\ �� / �-� �� �� � �_ �� \ � \\ r�, � \ \ \ �; \ � � \ '� �-���L� � -- 1 ` � �� �����-__ ��\ x \ \ \ � \ \ \ \ \ \ ��\ � � � � � � � � � � '/�'�� i �–«�--�i ��--�� �� �� �� � � � � � � \ � � � ��� ��� _ � ,�, � �, � � � 1 � � � � � � � � �i�X��— --�� � ��� \ r \ � � � � �zo \ \ � �\ –� � �_ � �� �� \ X 1 � � \ \ \ � �� \ \ \ � _i� /���� ��,� � \\ ��� 1 I 5 � � \ �\ � � \ \ \ � � / � � X � �o�� _ � � � _ � \ \ X I TOV�N 0% MEBA`�IE. �' \ � � � � \ �� �,�sl,�, I 1 � � \ � �.� � � � � � � � �o j\dl�, �'� �'� � \ \ \ \ I I I \ \ C'i�. .� � \ \ � \ \ � �_ � � � \ � � '� � /�� \ \ \ \ \ ` � � \I \ � ' � \ � �, �\P �� \� \� \\ � `\ \� \� ��\�� l \� \\ \ ��, � � \ \ I \ � �>> � \ �� \ � \ \ � � \ ���I�� '� �� \ �_ �� \ � ���, �� �� � \� � �—� � \ \ —� � r \D�.��� \� \ �� \P�� � l \ � �� � �� \� \�� \� � \ \� \ \ \ �� �� \ � \ � �\ � �\ � � –�\ �\ � � �oo•e \ \ \ �� \ \ �� � � � _ ��,. \ \ 1 � 50 25 0 50 100 PLANS �� � j ( �' j �l /P� ���I�I I � l.� _ , � • � �\ '� '` j '� � i � �/ i I� I ��� I 1 � 1 \ � � 1 �� � I� v i�� i i � � i i iii ��i �� � 1 � I � � � �/ � � l ��I ��� , � � � �� � � � ����1 I � � �� � � �' �� � �'/ II � � � /// � � ��� Q �--� `� � �\�\3, �= ���� �--�e ��//� ��I� � �. \ � \ \ �� ��� =\l� �> > ��,1......`...� ��� � � � �� � ; ,;, , __— _—/ �_--- i�/��/ / d� j � � ��L�� �� i � — � cQ�, / - j / ,�� /��� � CpR jR GI.�OR RD h�BST \ � � � � � 4,ORRt�IDOR RD l7' BST �� � � � � �... —��, � � – �� � <� – _ � F>-�-�-�-�-� � \ /aTc ��� � � � � \ _� O � � � �\ ` �j � � � ���� �\ � �` \ � ��� ��� � � � � ��L �� �-- � ,'-- � �� \���� \ � —E�Q___ ��.�__��\ E� __ � � �� d � � ��,� �� � � � �—E�3-���_ �� ��� � ��: �' � � � � �E��,__ �� ��� ��� �� �,- , �� � \ � � � �� � �F� � � �_\ / . . \ � . �, �_ � �� s � ,� � �� �'1� � �a� � � � � - � �� �Eao, �`E�a---_ �--_ �� \s I ^� `��--�_ \� ell \ \ ,r I � � -� � � � \ \� � � `- — —EaR, � � \ `� `� �Id , �\ IIBi�1. 22�\f�a � \��, \� � � � 1 � � � � s X1 i i �- � �- � ��, � i � ��\ E _ � \ � � i � ! �\ - _- �_ . _ ��-� `-- / ------oe3--� — �� //� , � � -----Q[3--� �'�/ � --II�� \\� � /� � \ � Z -�j�� � � � `�` `r- \ \ ,o / ,� � — — � / \\ � ��� � — — ,� ^ � �— � .l / � �I�_ _ _ — � � -� I � � � � _ , TCl- - PROJECT REFERENCE NO. U —3/09A R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. -3oaiconrsr HYDRAULICS ENGINEER DETAIL TEMP CHANNEL CHANGE W/LINER ( Not to Scale) Natural Natural Ground ?• j D �,•1 Ground d B Min. D= 3.0 Ft. Max. d = 3.0 Ft. B = 3.0 Ft. of Liner= GEOTEXTILE � I N O � C rn 0 0 mi � a m � NAD �95 - m PROJECT REFERENCE NO. SHEET NO. Cl-3/09A 3/ R/W SHEEf NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER � �I$IELd�IN d8Y �1L.�N5 ,\ i ;' I � I. \ � P \� I ' . \ DO NOT USE FO CONSTRUCTtON � �� �� _ � � �i �.� / '' ,' ,I �' I o � � �\ � �, \. , � �� o � � � , .. � �� _ 1_ , �',.; I L� _ ' ,. I o ,� � MichaelBakerE80�in�eenn$a�c' SUNGATEDESIGNGROUPPA tl � � �I . . —_-- _ � . rcv a ... -_.. � I � ---� ��„O �� � n I�I ' � � ._,I ` \ � � � xa, oxa�Nc`ii"�e:'F{aoa+ � r�cc9onN.coevo� lf y � — . /_ _ - � i" _' ,��i< ° ' � � ----� _ �= --I L=_ - J / / \ xTEp DOCUMENT NOT CONSIDERED FINAL coRR�cicaR R� 2'esr ---1-�— __ / \ � k�\ WHiTFiE�o, CLIFFORD r. UNLE33 ALL SIGNATURES COMPLETED —�—_.T__---�—� � . .. —SPEE'CAT 'V' DIT�Fi� ___� �'� -� \ ` / i ' - .._ . � '",. . ___ STA 29+00 STA 30r50 -Y10- LT /. - 1 �� � , - . � -- - � " ��� ,se sEEo�A��z �__ � � . � � PERMIT DRAWING o� — 1 � _ TOWN OF MEBANf. . �--"� �� � � � _-� � .� _. . _ s�� - . ��> � � � , � ---, �0 �_ - � -� � ,6,6—� � SHEET 35 OF 43 _— � �� _—�----�oN�---- � \ \ � - �No, _ _ I � _ _ _ _ � _ �� , _ _ --, \ - .. � .. i �'.. . - � �_ � ow2• .. SPF,� LAT-v-DITCH wfRSR\ i �� � � � ' .�X- �. � � . _' , .. `2q ��'I _ : � � � \ . ._ . . 5 � 65 14D--.LT - � (O � � I \\\ ' .' � y �.� � Ey � / _ A 3 COLEMAN,�JAMES IL 3� - _ HEAD DITCH � � _ �� 6 � �., c,� � : x-_ � P � �R � ST +i 41 SV�� � - EST DDE +i 11 CY � ..._`'z ` � � - SNIP � � ARIIYN-HOLT_F o \ i , j. - - - ' SEe �ETnIL 40 � � v I � . .,.. �. ^ i I i � . � � � � �..-��ks>i,y�� . � . , __ _ -- - �\ SPEC LAT V-DITCI-I \ � I � M� .. �� ... I . - x �"�1'��. \\ l,�-��R:µ��. 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EST ODE t!- 20 �l'---- _ /1 ' . , - - - . ` � --- - -- EST GF 20 SY , k �� ` ' �/� � e _ � - ��\ ._SEE DEFAIL 4U ____ 3.�,.' / . . j � . - .._-__ . ._ �� , -: - _ .. - . , / _ . , � - _ _' \ - . � - . . . — � \ � � � _ -. � .,� -- ' � _ .�. ;;- .. - l. � =x'�^- ,%� X�x—=- � '/ . � � �e"o v �.. ^t,,.�v Fry � � .� �. v� . _. � ....._ _ __ j � . CHRISTOPHER� MVID E U ` �k \ : - `� �. � � k - -- - -. , ,'� - ���nt„���X � � lI � � �``F,, � E0 s g. A �� � `� . & . AM�L'IA. ,.� � -- _ � � Q i/ � � ' __: _ � - . '� �_`r'�-r',il k � -l1 �/�/ / .. ��� �s�� -, � __ � " � � . . _ _ �'_ � -.. .. � . �.� ��'�-'��". �� . /�/ . ��\ �� .. SP3C LAT V-DITCH. �. - "„ � - � , � ,� 4�� ` y�� � � � � ... � m r 00 -� 6 t80 -Y70- RT . � � _ - � ti ;i ��% �„ � �� �`^`�,.�' DENOTES TEMPQRARY ' ' �' � ,. � 4\� � �,w � � � SEE DETAIL E � � i a // IMPACTS -IN SURFACE WATER ' �_\, i , � , � "�-. e ��� �. '" _ �P�T'�,, �.� �, s . `v-�ti.. <;-- - . . . . . . . . . SETTLE JOHN D. 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ANGENET E 5 m � � � MqTC i' l l � I i�� �� isFo � I I ISFo BAR pEIS.R. R0. r PBZ74PGP454 9 �/) `00.�� / / ' � � ��� �— � zsFo �s�o iSFo � � s PB i PC 76 .,�,�� , H J�� � � �� � ' RS HARMON, i � �� . �.. � � � • I � �VE I � � . �. . . I HARMON� � 173 �, . _�� CL455 'B' IPRAP «„c JOHN H. HARMON, Mp� Iy�ARBARA R. / "� B 19�HPCH632 Z � e57 9 TO 5 � JOHN H. -'" �JEAA C ROGERS � � � _�'� - Rr' '-" ' ACCENT �TILr6�R� SY SPEC LA7 v-DITCH ..� PG 76 p wrPSRM H MON, � �-�j� � �iO� � ��� ` . . . , � & DESIGN INC S���kf.i��Nc��rT�T�.I :00 -vll- R7 174 B 19�PG 634 p "/ �/ � ���� � ./ -- ... S � r oo . ' �� SEE,DETAIL db PB �PG 76 � PROJECT REFERENCE NO. I SHEET NO. RNJ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][N��1�"d1PLE ]E ➢➢1Lr�N5 DO NOT USC AOR �/ W ACQC�ISITION 1�AE1LdI�IN �8� 1�LAN� DO NOT USE PO CONSTRI*CTION SITE ZO PERMIT DRAWING SHEET 36 OF 43 � 0 5 10 PROJ. REFERENCE NO. SHEET NO. M N U-3109A X-175 � � 7 0 1 0 1 0 7 0 1 0 7 0 0 0 0 60 50 0 0 20 1 1 20 30 0 50 0 0 0 90 1 0 7 0 1 0 1 0 1 0 1 0 P RMI D WIN HEET 40 F 4 �� h,,� F;� 0.�20 0.�2� — — — 4•.1 4r� � � �� — — — — — — — — — — — — — — — — — — — — 605. 0 60 .21 \ _. ' f; ,�� 0.020 0.020 � — '� I ! (I — — — — — — —1 _ � — — — — — 60 .97 — — — — — � 6 r � 604.63 �� ni u� • o o SITE 79 Z Z m m � � Z Z �J( W y~j 3 3 0.020 o.oz � r-� � — — WET D — — ---- — �— �, --- — — — ---- — — ---- — ---- — — h 03.47 60 .23 -� 21 + 0.�� �,� �,� ;n o.ozo 0.020 ^r �_ _ _ �� �; -- — --- — — — — — — — �— r 3.� 3.� ---- — -- ---- � 60 .38 � � r �r� a — a� �O � O.00 a c 9(� �_ — j� � — o � NQ � �G � GiB ��,�° 1 0 1 0 1 0 7 0 1 0 7 0 0 0 0 60 50 40 0 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 � 0 5 10 PROJ. REFERENCE NO. SHEET NO. N � U-3109A X-I(1 � � 1 0 1 0 1 0 7 0 1 0 7 0 0 0 0 60 50 0 0 20 1 1 20 30 0 50 0 0 0 90 1 0 7 0 1 0 1 0 1 0 1 0_� � P RMI D WIN - -- - ---- HEE 41 F 4 �3r — ;t-, _ � � �� — � o.oi9 0.0�9 � ,, � 677. 0 � _ — F � 67 .30 � � — — — — — — F;l� 29 + 0.00 r p a SITE 20 � � hr m SURF CE WATE p m 0 0 ; — — — — — — Z Z - � — _ 3 CLEARIN �; � F LL IN ETLAND � h� ��\ 0.005 0.005 XC VATI N 4�. � — _ ECHANIZ D CLEARI G 6 6.70 61 .25 — — — I — — — — — — — — — � � — � � F ) F' �4l 5 — ---- — — — ;�� � ?, � � � � � �J� 4:� 4; 15.73 bl .40 � — _ _ _ � r; 7 t= � I;�r �51 � � _ �'� � h � � �' o ' � 4•.1 � � 4�.1 � 14J2 615.6 —�-- — — �/f -- � — --- F� a. a� a �_o —\� � — o � } NC � / GiB ��,�° 1 0 1 0 1 0 7 0 1 0 7 0 0 0 0 60 50 40 0 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 1 0 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 63+59-65+75 -L- 48" RCP 0.03 235 48" RCP 0.01 < 0.01 117 16 2 69+92-70+95 -L- 54" RCP 0.04 < 0.01 348 17 3 11+61 -Y7A- 66" RCP 0.04 < 0.01 320 10 4 78+10-79+64 -L-LT ROAD FILL 0.10 5 78+25 -L- RT 3 AT 30" RCP < 0.01 16 6 85+02-86+67 -L- 54" RCP 0.02 < 0.01 257 35 7 93+65-97+92 -L- 3@ 11'x9' RCBC 0.15 0.02 501 52 STREAMBANK STABILIZATION 0.02 63 7A 94+25 -L- RT CHANNEL REALIGNMENT < 0.01 < 0.01 18 20 8A 108+00-111 +82 -L- 48" RCP 0.04 < 0.01 463 19 8B 110+64-111+10 -L- RT 48" RCP < 0.01 < 0.01 82 21 9 113+72-114+35 -L-RT ROAD FILL < 0.01 0.01 10 125+99-127+49 -L- 72" RCP 0.04 < 0.01 396 25 10A 127+41-127+99 -L- LT ROAD FILL < 0.01 74 11 133+53 -L- 48" RCP 0.02 < 0.01 270 25 12 155+09-157+67 -L- 30" RCP 0.08 0.13 12A 156+91-157+54 -L-LT 0.03 12B 157+25-157+73 -L-LT < 0.01 < 0.01 105 7 12C 157+55-L-LT < 0.01 13 13 162+01-162+68-L- 66" RCP 0.07 0.01 0.09 < 0.01 183 21 14 26+00 -Y16RPA- LT 36" RCP < 0.01 19 15 178+79-180+22 -L- 1@ 10'x7' RCBC 0.06 < 0.01 447 44 SUB TOTALS *: 0.18 0.02 0.82 0.05 3879 360 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 16 17+83-21+62 -Y6RPA- 42" RCP 0.03 < 0.01 494 32 17 33+97 -Y20- STREAMBANK STABILIZATION < 0.01 35 18 19+72 -Y10- 2@ 10'x8' RCBC 0.02 < 0.01 122 45 STREAMBANK STABILIZATI < 0.01 25 DS STREAMBANK STABILIZATION < 0.01 44 19 20+18-22+74 -Y10-RT ROAD FILL 0.05 0.01 20 10+14 -Y11- 60" RCP 0.05 0.02 0.05 0.02 < 0.01 327 24 TOTALS FROM PREVIOUS SHEET 0.18 0.02 0.82 0.05 3879 360 TOTALS*: 0.28 0.02 0.09 0.91 0.06 4926 461 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 N Z O W � DETAIL 20 LATERAL BASE DITCH ( Not to Scale) Natural � �-- I Ground 3•� 3'.� 1'%F1. fill � Slope � p � Min. D= 2.0 Ft. I_u_I 6= 2.0 Ft. b = 5.0 Ft. NA� �9 5 PROJECT REFERENCE NO. SHEET NO. U -3/09A 30 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FROM STA. 19+35 TO STA.20+50 -Y10- LT �������� �����I`��� �� N�-� u�� r� ��rr��°��c°�d�N Sta. = 19 + 50 -Y10- LT Q= 9.2 CFS ' i V= 2.6 FTiS Q /\ �� j �' d= 0.81 FT j (� -� _i � /� � � s= 1.5/0 � � - �= o.oa5 I �l -- �// ,�� �/" Michael Baker Enqineerin , Inc. 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IF FILL IS NEEDED FOR THE BENCH, USE CLASS 'I- FOR -Yl0 PROFILE SEE SHEET S 48 & 49 RIP RAP AND PLACE NATNE MATERIAL ON TOP TO FILL VOIDS. / � � FOR CULV ERT SEE SHEET S C-1 T HRU C-l5 N z � i W � � NA� �95 R, � v i , , � _ � � _ � \ �'j - - I �, , � \ � i � I �� I \ � ;�� � � 1 � � , , - � ' y y I � � � � _� � � �� � � I � � __ D � �- ( � � �`� � tn � � � A / � � � _c' � � c�� I � . � Mi \ ; J � � � � ( � �� � � ii � I � \ � \ \ FROM STA. 33 + 75 TO STA. 35 + 50 -Y10- LT �� � \/i�� �'�� � � �� � � � � I� . � 1 FROM STA. 36 + 00 TO STA. 36 + 80 -Y10- RT PROJECT REFERENCE NO. U -3/09A RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 3/ HYDRAULICS ENGINEER l�][$]EIL,��'][�N ]l$� ]�]LAl1�T� Il9� N�T U�]E 1F� C�N�"�ff8�[TC7l'I��N %` I �� ��' � I n � � ` � FROM STA. 13 + 50 TO STA. 14 + 50 -Yl l- LT FROM STA. 10 + 65 TO STA. 13 + 50 -Yl l- LT i � �;; ; I z� I I � � � Michael Baker En�qineerin�, Inc. SUNGATE DESIGN GROUP, P.A. ; ,_. \ ;; �- � � �-_ � X ' �i- ���,�_, �--�._ � ,�; � �,_ _ �� i�i �"� `� I� -- � -° I � �� _ �� � �� �� � - / � � � � --- � � � " f -- � � � � \ \ � �. \ � i>��f . - • - � - � - � - �= --� , _ � �I _ I I `^ � - -- � Sta. = 32 + 50 -Y10- LT _ _ , _ _ _ -�..,� � _ o �� � - � - - -I � _' yl.l�- - _ _ � _ 1 .�� - Q= 3.6 �FS � � . _ - - . . - - - / � � � � �- . - . -- - . i I -'_ -- -- -- - I 1 _ J... V= 3.2 FTiS _ _ _ , � -,.; . . . < CORRIGIDOR RD l7' BST ` � / � � - - - - - - /\ ' / � J WHITFIEL L ORD . - = T DEl`�AIL 2 ' d F � . . X IFF T �, �, ; � ��. � s �:o% � � - 3PEE �AT 'V' DIT�kI `_ - �/ ` � � D -- , n = 0.045 , � . � 3�J-°.,� I ATEIYAL '� [�T H - - . ; -- _ - - - _ , � _- STA 29 �cJ STA 30 + 50 -Y10- LT / � ' - - _ .' � �---��-�-.� � ( tfo s�are) � - - � `- ; - ` � � � ,r �/ p , � �- 1S SE� QETAIL 2 _ _�� �0.. 9 f��6 � � . _ _ -- 8 � - • -- - - , _ , ���� _ � , , � � � --, _ , - TOWN OF MEBANE, � � ,, � < - . - __ - � , � : �, � � - � - � `A(atural � �.'� e� ' � ` . ^ _ C� � � � . 20.98 - - - , - � -'� � ' � � _ - - - -- � Y� Yll PO�T Sto 0+0 _ � � Grouisd / � p� Slope � ` O � _ + _- . \ � � _ -- . .�� � � Yl0 POC.- Sta. 30 25:L4 N0� - --- - � � - -- _ i I p A ,_ CONC ._ � � � . � � - _ � , , 80 0 Regency arkway 915 Jones Franklin Road �IIo�,Uu��O C��CS��r Suite 600 Cary, NC 27518 � Raleigh, NC 27606 I N T E R N A T I O N A LNC License: F-1084 NC COA No. C-0890 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - �2 � �- � I - 1 � . � � � � - �_ � _ _`_ ,_ : , � -- � � - _ � \ � � � ' ' `� -. ` � �- Y�� .� � �- - - ,` � FROM STA. 32 + 50 TO STA. 33 + 65 -Y10- LT � - �. - � _ \ \ FROM STA 36 50 TO STA 37 00 Y10 LT , - � �� � � • -Y10- L � � \ � � � � J , ' �I Ma. = 2.0 Ft. �� \ w2 `� ` ' $� L�i-�9ITGkl �AS/RSRI�i1 _ l . + . + - - Sta.= 33+75 T + 29.4$�� �� �� �� �_ , � Q � 'X-- a \\ o �` +¢ 5 -�� � � � Q= 5.2CFS O - _ � � _ . 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S �� --� J AN C ROGERS -- _ __ _ _. �PG 76 p � _ ; �Q � v F� R � ' / � � � ACCENT �I ,��R� �SY� ` SPEC LAT V-DITCH w/PSRM � / _ H��Mo►v � . : _ � • � � ' / �� � 1 �3 ' & DES M�C , ` � '�� +� �2 SY,� \ � / �- � � , , � � � _ � , z � S T 1+ 00 -Yl l- I J N H. � , S G� �f T B 19 PG 634 0 _ - , 171 � . / � - ,- - PB �PG 76 � � � ( `,, ' ,, \ SEE DETAIL 46 " NO CLAI � � _ -- -- - � o0 - - � " � L O� � L N E L a � T 2 m T � / �n 0 c 3 0 L 0 0 m � 0 L > C w �, � w � �� an 0 �- o� 0 �� ..a �.,,, � � • � � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAIVS PREPARED BY: HYDRAULICS oaMa, iNc. ENGINEER ADT 2018 = 8��09 5950FAIRVIEWROA�,SUITE320 rJO 2S O rJO �OO . CHARLOTTE,NORTHCAROLINA28210 �(� ���Y'�jj ADT 2038 = 10,983 LENGTH ROADWAY TIP PROJECT U-3109B ............1.394 mi (704)332-2289 � � K _ n p/0 ENGMEERS PIANNEas saENrisis NC LICENSE NO G22t3 as�i� �C+i°�Q PLANS D- 65 % LENGTH STRUCTURE TIP PROJECT U-3109B ........... 0.030 mi FOR ,,E. � � - DIVISION OF HIGFIWAYS S7GNATURE: � ' 50 25 0 50 100 T= 5 %` TOTAL LENGTH OF TIP PROJECT U-31098 1.424 mi � � • • • • • • • • • • • • • 20/8 STANDARD SPECIFlCATlONS �y � V= 50 MPH CHRISTOPHER K. HAIRE, PE ROADWAY DESIGN PROFILE (HORIZONTAL) (* nST =4% + DUAL 1%) RIGHT OF WAY DATE: PRo�ecrExcrNEes ENGINEER ���p Q�Q� AUGUST 30, 2017 MICHAEL D. HAGE, PE �� pp���Q � O S O � O Z O FU N C C LASS = PROJECT DESIGN ENGINEER MAJOR COLLECTOR LETTING DATE: NCDOT CONTACT: PROFILE (VERTICAL) REGIONAL TIER JULY 17, 2018 TATIA L. WHITE, PE, PLS r�. SENIOR PRO ECT MANAGER SlGNATURE: DETAIL A SPECIAL CUT DITCH � Not lo S�ole� t on�h �.ai � e� H � siece Gro�nd �7..� p p\o Min_ D=1.0 Ft. FROM S7A. 196+50 TO STA.199+50 -L- LT FROM STA. 196+00 TO STA. 198+50 -L- RT FROM STA.203+00 TO STA. 205+00 -L- RT FROM STA.203'-50 TO STA.205+97 -L- LT FROM STA. 208+71 TO STA. 211+00 -L- RT FROM STA.212+50 TO STA.213+50 -L- RT FROM STA.273+65 TO STA.214+00 -L- RT FROM STA. 218+00 TO STA. 220+00 -L- RT FROM STA.222+00 TO STA.224+40 -L- RT FROM STA.224-00 TO STA.224+60 -L- LT FROM STA.229-90 TO STA.230�i�50 -L- Li FROM STA.230+00 TO STA 232+00 -L- RT FROM S7A. 233-SO TO STA.234+50 -L- L7 FROM STA.243+OOT0 STA.245=50-L-RT FROM STA. 246+54 TO STA. 249=00 -L- RT FROM S7A. 249+00 TO STA. 250+50 -L- RT FROM STA. 243-06 TO STA.246+23 -L- LT FROM STA.253-76 TO STA.255+50 -L- LT FROM STA. 20+00 TO STA. 21 i-75 -Y21REV- LT FROM STA. 17+50 TO S7A. 18+00 -Y21REV- RT FROM STA.19+50 TO STA.27+50 -Y21ftEV- RT DETAIL B SPECIAL CUT DITCH � Noi �o Scolej � - r.am Nolurol r�� °� DmF Ground 3) Fo�°� Slope �iBp1� Min.D=1FI. Type of Liner= Clnss II Ri�r0.op Mav. d=I Ft. FROM STA.235+65 TO STA.237+00 -L- LT DETAIL C SPECIAL LATERAL 'V' DITCH (Nol�o S�vle) / No�urvl � \ � Fill c.o��a z.� p F�o ` sioc= Min. �=1 F. FROM STA. 251+50 TO STA. 252+50 -L- RT DETAIL D SPECIAL LP.TERAL 'V' DITCH � Na m s�me� - Fni Noturol p'� �� Slope Ground `�:) p f��a` d c��en�i��' nu�. o=i n. Type a( Liner= Class B Rip-Rap Mox. d=1 F. FROM STA. 149+50 TO STA. 250+50 -L- RT DEfAIL E SPECIAL L4TERAL 'V' DITCH �Nollo S�o�e7 C � � ��cai Naiurnl M1.\ Hs� SIoPe G.ou�d 3�� p F\o a Gao�aMilc-', Min.D=IF. Type of liner= Clau I Ri�Rap Mox. d=1 F. FROM STA. 245+50 TO STA. 246+54 -L- RT v � O D � T S ffl m O � � � a � a� �u o� �o �� DETAIL G SPECIAL CUT BASE DITCH � Noi �0 5<ale) Nnl�vol Z.� ` Ground � �V o.ioble B Fill Min.0=1 F. slupe 8=2 Ft. FROM STA. 16+50 TO STA. 17+50 -Y21REV- LT FROM STA. 18+00 TO STA. 19+50 -Y71REV- RT FROM STA. 11+00 TO STA. 12+00 -Y22REV- RT DETAIL H SPECIAL LATERAL 'V' DITCH � Noi �o scale� / �.ai roun 2.1 p ry'� v riable d � Sill io� Geo�anite-� Min.D=1 k. Type of Liner= Closs 9 Ri�Rop Mon. d=1 Ft. FROM STA. 257+71 TO STA. 259+00 -l- LT DETAIL I SPECIAL LATERAL 'V' DITCH �Nwro uaie� �/ Na�urul Gre�� 7.� - .�.� d � Geaiesrile- Min.D=1F. Ma�.d=1 F. Type ofLiner= Class B Rip-Rap 6=5 F. FROM STA. 208+00 TO STA. 209+00 -L- LT DETAIL J SPECIAL L4TERAL 'V' DITCH INo�m scaiel �V M1, �d-.� 2j D 1�/ d Min. D=7 F. Georonile=� Max.d-7 R. 6=5 Ft. Typa of Liner= Class I Rip-Rap FROM STA.207+00 TO STA. 2081-00 -L- LT DETAIL K BERM 'V' DITCH � No��a Scole� F-b� Naiurol � I I Ground 1�� O �'�, RDMN �`, � Min. D-1 FI. b=5 k. l\� FROM STA.231+62 TO STA. 234-r00 �- LT FROM STA. 237+00 TO STA.243+06 -L- LT FROM STA. 243+06 TO STA. 246+00 -L- LT DFfAIL L SPECIAL LATERAL 'BASE' DITGH � Nol lo Smlcl ,y.\ Na�uml -�d-� ? � F ti \ T .� : I 3 `-F�� Min. D=7 Ft. B I D=2 Ft. b=5 Ft. FROM STA.206+00 TO STA. 207+17 -L- RT FROM STA. 226 �I 00 TO STA. 226 .� 86 -l- RT FROM STA.227+22 TO STA.227+41 -L- RT FROM STA 234+50 TO STA 237+p0 -L- RT DETAIL M SPECIAL LATERP.L 'BASE' DITCH �No�ro Scala� 3'j i i ��'�.2:� p ,�.� - d Min. D=1 F. Max. d=1 Fl. B B=3 Ft. Type of Linar= Closs B Rip-Rop 6=5 FI. FROM STA. 235+65 TO $TA. 237+00 -L- LT DETAIL N SPECIAL LATERAL 'V' DITCH �Not�o Smlej J� � Nolurol Gro�n 3;�\�� D Min. D=7 R. Max. b=5 Ft. FROM STA.207+34 TO STA. 206+71 -L- RT FROM STA 234+50 TO STA. 135+50 -L- LT FROM STA.249+78 TO STA.251+00 -L- LT FROM STA. 251+00 TO STA. 253+00 -L- LT FROM S?A. 253+77 TO STA. 255+50 -L- LT FROM STA.250+50 TO STA.253-69 -L- RT FROM STA.253+69 TO STA.255+28 -L- RT FROM STA.11+90 TO STA.14+00 -Y21REV- RT FROM STA. 10+50 TO STA. 13+50 -Y27REV- LT DETAIL "O" RIP RAP AT EMBANKMENT � No�+o 5<ole� to mt,,.- oa�n - t.o�m�o. -�_5� / Grode ♦ GEOTEXTIIE-'� �NWS See plans For quvnlilies STA.207+00 -L- RT NW5-581.2 STA.207i-3B -L- RT NW5=581.2 STA. 207+99 -L- LT NW5=578.1 STA. 208 i-20 -L- LT NWS=578.1 STA 246+87 -L- RT NW5=539.9 STA. 227+24 -L- RT NW5=539.9 DETAIL P INLET NPICAL (LT TO RT LOOKING DOWNSTREAM) � Nat lo Scnle) BFNCH DERH PPDX.a.� (TYP.) S�0.EFM OEPIH NnWral E%CAVATE- A 0X.3'(rvP.� G�ound CV35 'I' RIP PAP KEYE0.AN m.P.l ./�y I W/GEOTE%tILF c LOW FLOW BENCH CHANNEL WIOTH VhRIES FROM 0'i0 i' VARIES FROM n ro a EST TON C1A55 I RIP RAP=27 TONS �UVnTION=x6 CY ESi GEOTE%TILE=7a SY STA. 207+44 -L- RT NWS SB1.2 DETAIL Q OUTLEf TYPICAL (LT TO RT I.00KING DOwNSTREAMI I �a m s�oib� qervcn oerrn - PPDX.O S' T'P.1 Si0.EowX DEPRf Nal�ml EXUvntE _s'f�'r_I /G�w�d / J- CIA55 'I'NIP RAP �EYED-IN ceor�mc Irvv.l ^�° -0.1P PAP KEVfp-IN �Ok' FiOW s[HCH BELOW CHANNEL RIES FNOm 0'i0 �' BED CHANNEL WI�TN VnR�fS fRO,+. 6'TO 8' EST TON CL455 I RIP R4P=59 TONS EXCAvpnON=49 CY EST GEOTEXTILE=74 SY STA. 108+00 -L- LT NWS=578.1 DETAIL R �� FALSE SU�MP � Not to Sc le) � Outsida Ditch Traffic flow 2 . �O.l\� 2'�- �"5- 2GI S=Ditch Slope 4 Proposed Difch STA. 213+10 -L- LT STA.224+70 -L- LT STA 19+43 -Y21REV- LT DETAIL 5 =" FALSE SUMP � � � Nai lo S�ale) Oufside Ditch _ IZ o.l_ T�Io-,�O.\ 20:= '1 I' �5- � ]GI `\No�uml Grauntl S=Ditch Slope � Proposed Dii<h STA. Y29+75 -L- L7 DETAIL T PIPE OUTIFT CHANNEI ( Not �o S�ale) G aun� - - - G ountl i.]5' RIP 2AP KEYE0.IN-�Ra .--.��d ON BANI( z:i oa rurrex RIP IUP KEYE0.IN Length= 20 Ff. CHA:"_s` eEo BELOW CHANNEL BED d = 3.5 F1. EsL = 35 Tons of Closs I Rip-Rap STA. 233+62 -L- RT DETAIL U SPECIAL L4TERAL'BASE' DITCH �Nor�o S�aie� Nat�rui Graund 7.� T .1 �--�orioble � �% ill siova B I Min. D=1 k. B=3 F. FROM STA.246+23 TO STA.248-r00 -L- LT DETAIL V BERM DITCH 'Nmm xaioi i p� �F 5.0' t0' S 0' V �-.. 7.� Jp0/ -�1o.0'v.C. � d Gcolo�lilc -� Min. D= 1 Ft. Type ofliner= CLASS B Mov_d= 1 F. FROM STA.237+00 TO STA.239+00 -L- LT DETAIL W FALSE SUMP � � Nai �o Swle� - 5' Oufside D�fch Tra �ic Flow � ��� ( `5- a- 5 - �� 0'�'\..•..� S=Ditch Slope OuHefPipe= STA. 262+50 -L- LT DETAIL X FALSE SUMP � I No��o s<ola� 5' Outside Ditch 7raffic Flow j 7:� z.o�� r$� �� o;„°a Proposed Dirch � S=Ditch Slope STA. 12+00 -Y22- RT DEfAIL Y STANDARD BASE iAIL DITCH � Na� �o saalel I i c�o�� 3� � Gr� D Min. �=VAR F�. � B=2 k. B FROM STA.262+-74 TO STA.262+84 -L- RT DETAIL Z STANDARD BASE TAIL DITCH �No��o Swle) urul Not�ral roun� 3� .y�1 G.oun D Min.O=VAR Fi. � B=VAR 2-5 Ff. B FROM STA. 19+50 TO STA.20+00 -Y21REV- RT DETAIL AA TOE PROTECTION �No�to Scole� < %� e/ i Nm�rol - ry� ��5�°Q Grou�d �� , y , � � � �d b= 40 F�Geoia�nile Typa of Liner= Closs B Ri�Aop FROM STA. 256+75.00 TO STA. 258+50 -L- RT DETAIL BB WFfV.ND PIPE INLEf ( No� la Scole� \ �n.ro:o� ,E �w ` n`u � �\�-aSEf PROPOSED PIPE wEtV,No iimrt5 INVERT AT NATURAL (varioFle� GROUND ELEVATION OF WETIAND STA. 246+25 -L- LT STA.251+00 -L- LT STA 255+51 -L- LT �ETAIL CC PIPE INIfT CHANNEL SinBIIIIATION � Nol to Scale� ��� - - - ��J / d Geo�eH�ile � RIP RAP �EYF.6-IN Length= 20 Ft. cnnnNei eeo oH BhNF d= 3.5 k. No,;onivl s:i oR runEx Es}.= 20 Tons oi Class I Rip-Rap Es}. = 39 5Y Geotexlile PROJECT REFERENCE NO. SHEET NO. J-3/096' DETAILS-1 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PUNS PxEPAFSn B�': OO DRMP 54=oFA�R�EwR��� s��.E3�o NC LICENSE NO�G2313C� (>0!j 332-2289 PERMIT DRAWING SHEET 2 OF 22 N Z 0 N i � �T r C m s � D a T s � 0 � � 0 0 a �� a �n o� �o �� m _m om No �- N'� HAZARDOUS SPILL BASIN *NOT TO SCALE* DETAIL BASBN LAY4UT POINTS ANp ELEVATIDNS POVNT H5B3: 5#ation 2�16+Oa LT H5B2: Stati�n 2+35+[Jp RT HS83: Station 230+00 LT HSB4: Station 224+50 RT H5B5: Sia4ion 229+50 RT HS66: Station 255+5t1 LOCATIC7N NORTH EAST RADIUS NClRTH EAST RADIUS NQRTH EAST RADIUS NORTH EAST RADiU$ NC393S�i EAST RADPUS N�RTH EAST RA�IUS 1 859,�9.U8 3,915,$2�.1G 1.(1' $54,S6Q.47 1,915,8r3.55 1.9' $6i),024.51 1,915,�71.&4 5.0' $61,33Q.71 1,516,�6E,15 4.0' $61,783.71 1,9fi6,853.70 4.�' 8Fi3,9p0.08 1,91$,445.Q4 $.D' 2 $59.683.$7 3,�15,�32.�7 10' $59,555.75 1,935,SE5.45 1.0' $6�0,027.50 1,915,976.21 5.0' 861,323.42 �,�16,682.?5 4.Q' $51,777.34 1,'916,868.21 4.a' $63,$91.$1 1,928,4fi3.99 $.0' 3 859,733.OtY �..915,839.45 d.�7' 859,60G.93 1,915,8�2.84 1.0' 8b4.055.98 1,915,483.59 5.0` �61,358.32 1,G16,675.01 4.0' 861,&1�.42 1,9�6,882.17 4.0° 853,935.33 1,91$479.�2 8.0' � 859,726.33 3,915,85fl.41 1.{7' 859,727.82 1,9i5,8S1.35 1.4' 8fi0,�54.97 1,915,988.27 S.0' 861,35II.22 1,916,698.�3 4.4' 861,$39.59 1,9Y6,&93.9i7 4.U' 8fi3,9a7.L15 1,91$,498.47 8.4" INLETJ$ASE ELEV = 595.d' INL�'f/BASE ELEV = 596.0' INLEf/BASE ELEV = 589.0' 1NLET/BASE ELEV = 5b6.C1' INLE'I"/BASE EL�V = 571.0' INLEi/BASE EL�V = 612.4' S7flRAGE ELEV = 596.8' STORAGE ELEV = 596.8' STORAGE ELEV =591.1' STORAGE ELEV = 567.6' STORAGE ELEV = 572.2' STORAGE ELEV = 613.4' ��RM/TOP ELEV = 598.0' BERM/TOP ELEV = 599.0' BERM/TOP ELEV = 593.0' BERM/TOP ELEV = 559.(3' BERM/TOP ELEV = 576.0' BERM/TOP EL�V = 615.0' OUTLEf ELEV = 594.8 OUTLET ELEV = 595.8 OUTLET ELEV = 588.8' OUTLET ELEV = 565.8' OUTLET ELEV = 570.8' OUTLET ELEV = 610.8' PROFILE - PIPE WLET SECTION A-A 3:1 OR FLATTER GRADE TO DRAIN MIN. SLOPE OF 0.3% E HEADWALL W/SLUICE GATE (SEE STD 838.02) OUTLET STRUCTURE HEADWALL W/SLUICE GATE (SEE STD 838.02) PLAN - DITCH INLE I PROJECT REFERENCE NO. U-3/096' ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEEf NO. �n_� HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ruxs PREPAAA BIS OO D R M P NC LICENSE NO�C 12t3� (>0lj332-2289 PERMIT DRAWING SHEET 3 OF 22 PROFILE - DITCH INLET SEi�TION A-A DITCH PROFILE GRADE TO DRAIN MIN. SLOPE OF 0.3% E HEADWALL W/SLUICE GATE (SEE STD 838.02) OUTLET STRUCTURE HEADWALL W/SLUICE GATE (SEE STD 838.02) � I T y PROJECT REFERENCE NO. SHEET NO. � � :� DENOTES TEMPORARY � q� �.�-J�IOyB -'�� � IMPACTS IN SURFACE WATER / RM' SHEEf NO. x ROADWAY DESIGN HYDRAULICS � � DENOTES IMPACTS IN / y`j� � ENGINEER ENGINEER ISURFACE WATER � / / 'Pp 8� � � y, , �°� ��1� .s�i I N �� , � I CIP tiy°� / �/ DOCUMENT NOT CONSIDERED FINAL ���s��� 5�� UNLESS ALL SIGNATURES COMPLETED � e� NCDOT �`� PUNS Pnarnr� BY: � �so Y�� � � OO DRMP ��,�sEFA���Ewaa�oso;E„o I S/, . r�s�r�o°czs 3czezm � saz-zzes � F � ` � � � `� PERMIT DRAWING I � cV \ B� ��� / N N [� 1 1 r r T A r1 r r1 r1 I /� � \ �� / -L- +50.00 �t,;,�_ �� 5� 180.00' LT i�� � �� ��r�� C �I 48" WW FE CE C I � w �1. � 9 CL45S I RIP RAP � // �f � `wr`�^'� � � ���'s TVPICAL�XTILE I � .f I W 91 \ SEE DETAIL "Q" ` y S ITE 1 � W y = NCDOT � _ IN fiormerly SWATHMORE FARM SPECIAL L4TERP.L'V' DITCH 1 I A I LqSS B RiP RaP ? N D8 3371 PG 501 SEE DETAIL "J" � I W,�GEOTEXTILE I � W HEADWALL Wj SEE DETAIL "O" w SPEQA NT DITCH SLUICE GATE' I-LX- POC SIO.ISf9O.8S = CL B RIP RAP W W z �\ SEE D AIL "A" INV=594.80 1\ � � I HEADWALL W/ � g p�p p,qp jfA_Ir _�"�`�` � wr�eorex�ae —L— POT Sta.207+99.46,Z7� RT ; SLUICE GATE „ EST 1 TON � EST 5 SY CL I RIP RAP 0 � N CLA55 B RIP RAP EST 1 TON N I +��+ � \ � SPECIAL LATERAL V' DffCH INV 588 8 � EST 5 SY . EST 7 TON SEE DETAIL 'O' Q — — _. _ _ 1 � SEE DE�AIL "I" � se o EST 15 SY � � . � o sz, � � � � 09031 ,�� � `ti �-� 0509� . �+ G � 513� � I'�- � � - . 1� \ 05045 � _i ,.0510? � � �� _ — — — _ � — � .- � �i / � \ � �'r �� � � ,. ''�.�c� ' �i i � i1 is" F � - z � � rise � � a„ , -_.�,�� �' #e ` � � � I � F F _ � � O > _ _ — — � � o ��z" ' : I � — � F — — _ _ — — _ � — — — — _`\��P � I � l N{T }'[rFQL ' +/\ �.E- 18" I ...,0 ��;0506% �,0512 � � r i , �. N GREU, 7L 3 _ � ! 057 � C ,�tl I .— �.. I��. 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SHEET NO. 1� �_ . .' ,. \ � � � \ . \ .. ����. '/ � /.. � '., � �, `,, .. � ^ � MPA�CTSS�INE 5 RF� �1NATER ' _ \,�.,.\ ` . % !/ - -!_c �� � \ �� . \ `..�� 9 'I �. / II / / I' I � \ � � 1 \` \� \\ . m\ � \ ,,. .. \ .. \.,. U-JIO�B 7 � � _ � � � � � ' � � � � � � � . �� . I ��� ��� � ROADWAY �IGN EEf NO. 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Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 207+00/208+15 12'X6' RCBC 0.02 < 0.01 120 50 1 -L- 206+99/207+50 Bank stabilization < 0.01 51 1 -L- 207+98/208+14 Outlet Scour Hole Stabilization < 0.01 27 2 -L- 226+82/227+21 Bank stabilization < 0.01 < 0.01 12 10 3 -L- 233+50/235+77 42" RCP-III 0.02 < 0.01 268 20 3 -L- 235+55/235+78 Bank stabilization < 0.01 22 3 -L- 233+44/233+64 Outlet Scour Hole Stabilization < 0.01 20 4-5 -L- 246+16/246+70 30" RCP-III < 0.01 < 0.01 < 0.01 0.02 < 0.01 127 10 6 -L- 250+61 /251 +17 30" RCP-I I I 0.06 < 0.01 0.01 7 -L- 255+17/256+42 36" RCP-III 0.17 < 0.01 0.02 TOTALS*: 0.23 0.01 0.03 0.07 0.01 647 90 0 *Rounded totals are sum of actual impacts NOTES: Revised 2016 09 09