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20170667 Ver 1_HCC drive permit application signed_20170530
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 24, 2017 Mr. Thomas Steffens U.S. Army Corps of Engineers Washington Regulatory Field Office 2407 W Sth St. Washington, NC 27889 Mr. Robert Ridings DWQ-Transportation Permitting Unit 1650 Mail Service Center Raleigh, NC 27609 JAMES H. TROGDON, III SECRETARY SUBJECT: Nationwide Permit 14 Application and Water Quality Certification Request for a New two-lane Access Road from SR 1641 (Country Club Road) to Halifax Community College. WBS # 80028 Dear Sirs: The North Carolina Department of Transportation (NCDOT) proposes to build a new two-lane access road from SR 1641 (Country Club Road) to Halifax Community College. The purpose and need of this project is to alleviate congestion that is currently being caused by only having only one ingress and egress to Halifax Community College. Additionally Country Club has a stop light condition at US 158 which will allow for safer left turn movements into and out of the college off US 158. This new road will impact a small hardwood flat wetland within this interstream divide. We propose a total take of this wetland and have included mitigation as such. If you have any questions or need any additional information, please contact Chad Coggins, Division Environmental Officer at (252) 640-6427. Your time and effort are appreciated. Res�ectfully submitted, ocuSigned by: �� or �imBL$���e Div. Engineer Mailing Address: NC DEPARTMENT OF 'I'RANSPORTATION DIVISION FOUR POST OFFICE BOX 3165 WILSON, NC 27895 Telephone: (252) 640-6400 Customer Service: 1-877-368-4968 Website.• www.ncdot.gov Locatian: 509 WARD BLVD WILSON, NC 27895 � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certifieation — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1e. Is this natification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in-lieu fee program propased for mitigation of impacts? If so, attaeh the aceeptance letter from mitigation bank 0 Yes � No or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h � Yes ❑X No below. 1 h. Is the project located within a NC DGM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Halifax Community College Access Road 2b. County: Halifax 2c. Nearest municipality / town_ Roanoke Rapids 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Versian 1.4 January 2009 4. Applicant Information (if difFerent from owner) 4a. Applicant is: ❑X Agent ❑ Other, specify: 4b. Name: Tim Little 4c. Business name NCDOT Div. of Highways (if applicable): 4d. Street address: PO Box 3165 4e. City, state, zip: Wilson, NC 27895-3165 4f. Telephone no.: 252-640-6400 4g. Fax no.: 4h. Email address: tmlittle@ncdot.gov 5. Agent/Consultant Informatian (if applieable) 5a. Name_ Chad Coggins 5b. Business name Same (if applicable): 5c. Street address: Same 5d. City, state, zip: Same 5e. Telephone no.: 252-640-6427 5f. Fax no.: 5g. Email address: tccaggins@ncdat.gov Page 2 of 10 6. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: 36.4243 Longitude: ��•6199 1c. Property size: 2 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Chockoyotte Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Roanoke 3. Project Description 3a. Describe the existing conditions on the site ar�d the general land use in the vicinity of the project at the time of this application: Forestry and agriculture dominant the immediate vicinity of this project area with residential and urban area within close proximity. 3b. List the total estimated acreage of all existing wetlands on the property: 0.39 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 3d. Explain the purpose of the proposed projeet: Provide another ingress and egress for Halifax Community College in order to alleviate congestion. 3e. Describe the overall project in detail, including the type of equipment to be used: Grade and Pave new 2 lane road from Halifax Community College to SR 1641 (Gountry Club Road). Heavy Highway Construction equipment will be ur � 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the � Yes ❑X No ❑ Unknown Corps or State been requested ar obtained for this property / ro'ect includin all rior hases in the ast? Comments: 4b. If the Corps made the jurisdictional determination, what type � Preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): DEO delineation Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for �Yes ❑X No ❑ Unknown this project (ineluding all prior phases) in the past? 5b. If yes, explain in detail aecording to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes OX Na 6b. If yes, explain. Page 3 of 10 PCN Farm — Version �.4 January 2dd9 G. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Constructian 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impaet Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) ar DWQ (401, other) (acres) Temporary (T) W1 P Fill Hardwood Flat Yes Corps 0.07 �/2 P Excavation Hardwood Flat Yes Corps 0.04 �/� P Land Clearing Hardwood Flat Yes Corps 0.01 �/� P Total Take 2�1 Hardwood Flat Yes Corps 0.04 �/� P Total Take 1�1 Hardwood Flat Y�s Corps 0.23 �/g - Choose one Ghoose one Yes/No - 2g. Total Wetland Impacts: 0.39 2h. Comments_ 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impaet number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 - Choose one - - S2 - Choose one - - S3 - Choose one - - S4 - Choose one - - S5 - Choose one _ - S6 - Choose one - - 3h. Total stream and tributary impacts 3i. Comments: Page 4 of 10 PCN Farm — Version �.4 January 2dd9 4. Open Water Impacts If there are proposed impaets to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S, then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora T 01 - Ghoose one Choose Q2 - Choose on2 Chaose 03 - Choose one Choose Q4 - Choose one Choose 4f. Total open water impacts 4g. Camments: 5. Pond or Lake Constructian If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID r�umber Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one p2 Choose ane 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? � Yes � No If yes, permit ID no: 5i. Expected pond surface atea (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. BufFer Impacts (for DWQ) If project will impact a pratected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require miti ation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse � Tar-Pamlico � Catawba � Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reasan for impact Stream name Buffer Zone 1 Zone 2 number— mitigation impact impact Permanent (P) or required? (square (square Temporary T) feet) feet) B1 - Yes/No g2 - Yes/No g3 - Yes/No B4 - Yes/Na g� - Yes/No gg - Yes/Na 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken ta avoid or minimize the proposed impacts in designing project. total take 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. total take 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Daes the project require Compensatory Mitigation for ❑X Yes � No impacts to Waters of the U.S, or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑X Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this ❑X Payment to in-lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Usin a Miti ation Bank 3a. Name of Mitigation Bank: Type: Choose ane Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: 0.55 aeres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. COmr'n�niS: total wetland area =0.39ac 0.16ac @ 2�1 =.32ac .23ac @ 1�1 =.23 ac So total payment is based off .55 ac 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee respor�sible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version �.4 January 2dd9 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the projeet result in an impact within a protected riparian buffer that requires � Yes ❑X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑X No within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. � Yes � No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? o�o 2b. Does this project re uire a Stormwater Management Plan? ❑X Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Proposed new acess road from the Halifax Community College to SR 1641 with at grade intersection. Project consists of shoulder section with grass slopes and grass lined ditches. Minimum fill slopes of 3� 1. Ditch side slopes of 3� 1 with some 2:1 back slopes to stay within right of way. 2:1 slopes will be lined with rip rap or erosion control matting Rip Rap is used in steeper ditches to prevent erosion. 2e. Who will be responsible for the review of the Stormwater Managemer�t Plan? 3. Certified Local Government Stnrmwater Review 3a. In which local government'sjurisdiction is this project? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): � USMP � Water Supply Watershed 0 Other: 3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑X No attached? 4. DWQ Stormwater Program Review �Coastal counties ❑HQW 4a. Which of the following state-implemented stormwater management programs apply �ORW (check all that apply)_ ❑Session Law 2006-246 ❑X Other_ 4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes � No 5b. Have all of the 401 Unit submittal requirements been met? � Yes � No Page $ of 10 PCN Form — Version �.4 January 2dd9 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the doeument review been finalized by the State Clearir�g House? (If so, attach a copy of the NEPA or SEPA final approval letter. ❑ Yes ❑ No ) MCDC campleted Camments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .050Q), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in �Yes ❑X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. only provide another ingress and egress for Halifax Community College in order to alleviate congestion. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater ger�erated from the proposed project, or available capacity of the subject facility. Page 9 of 10 PCN Form — Version �.4 January 2dd9 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑X No i m pacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? gis ncnhp data as well as habitat assessment 6. Essential Fish Habitat (Carps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? no streams present 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have desigr�ated as having historic or cultural preservatior� � Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and arehaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? nc shpo gis data 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? nc floodplain mapping DocuSigned by: For Tim Little �� 5/30/2017 v Applicant/AgenYs Printed Name Applicant/Agent's i�nature Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 Environmentttl QuaCity ROY �OOPER Governor Mr. Chad Coggins NCDOT Division 4 Environmental Officer North Carolina Department of Transportation Post Office Box 3165 Wilson, North Carolina 27895 Dear Mr. Coggins: May 26, 2017 Subject: EEP Mitigation Acceptance Letter: Division 4 Project, Halifax Community College Access Road, Wilson County, WBS Number 80028 The purpose af this letter is to notify you that the NCDEQ Division of Mitigation Services (NCDEQ DMS) will provide the compensatory wetland mitigation for the subject project. Based on the information supplied by you on May 24, 2017, the impacts are located in CU 03010107 of the Roanoke River basin in the Northern Inner Coastal Plain (NICP) Eco- Region, and are as follows: Roanoke 03010107 IVICP Stream Cold I Cool Impacts � (feedacres) *Some of the wetland itnpacts may be Wetlands Warm Riparian Non- n:�_�_._ 0 039 to be mitigated at a 1:1 mitigation ratio. See permit Buffer (Sq. Ft.) Coastal Zone 1 Zone 2 Marsh 0 0 0 �lication for details. This impact and associated mitigation need were under projected by the NCDOT in the 2017 impact data. NCDEQ DMS will commit to implement sufficient compensatory wetland miugation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Sectian F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Beth Ha�rmon at 919-707-8420. Sincerely, Jam . Stanfill Credit Management Supervisor cc: Mr. Tom Steffens, USACE — Washington Regulatory Field Office Ms. Amy Chapman, NCDWR Ms. Linda Fitzpatrick, NCDOT — PDEA File: Halifax Community College Access Road �Nothing Compares ��_. State of Norih Carolina Environmental Quality "LI7 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina "L7699-1601 919 707 8600 .Y ta �.✓ r !` � 'n� . .'� �'' � ,Y.t'�� `� � , �F� �� r . y' ��1. � �3 �' S �.�: !i:. � A7�. i : i � � �("�+uKf"`9 �.�",�.Yr�,��p�r��` x ' �� �� , �� a� ' '�x i ��l ;� �z,� , � '� , � . y � `�f � . � ��� .� �:�;�; ����� �. s , , � . � _ Le end � -�.� �,, �C:�,�,��s _ ;� r ,� ,�� -, �.,yfi. ..�,����x��l�. �;�M�������r�. � ' . � � ��� � �'� �� - - �-�-,. . . : s�, g - �7` ��e �'?V � ` �`�'� �� � ;� � � � � " r s � ''R� � ro � fi sr x.nr w\' M4 'R, . 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R �, . ..,+s �' '� , .re; _� ��� ; ° 4. � �_ - � # � { � s �_"�� I -. .,. ±. .. � ..� ., .,+ -�� � '.�. � � ., : .P .a .-�.., ;�� .,.:�.,.>.. . ��-;.. � . . �_ t- r,r � . ._ �..'•i :.. i.....�,, . ., .. �::;� � .., ...e�. .r . �:� � � � �� . , .� � .:�. ,. .�r,_. f , ,�-, ,_ `.,•.. • . , ., `.�. , . h - �,.,�����.... ., il, r _ .,� i�, l,_: r_. � .fl� � _, J:,Cz. �L f u �- i' � � . - ' n'. Y � , , `'J' �` ;> ` • ., .�. �... , - � , •. ,., .. ». .., . �. ..: �,. ,>,,.. .> ., __, _,.,.,_c., r. ,�_` �,.,.-�ieima�.INCREMENTP NRCan EsriJa an ME�LEsri'China Hon -Kon..,.CsiKore�„ s�i'Th'�ila d �1�,��� .nr,a VVCC; , , . :. , . �.. ,�. . ,... � � ;:�,. ,... .a �� -s: r. �, � �, ,�., I , � P , �z, i ..9 �J1,_ �e�., )_� Y ,_ .. , x _ ,� ; .,.. _';'s, . �t :.... i , i t _rt � n t� �r :,_^ �. ' t . ,, �' , � � .. , „ �r _ ' `: ' ': . , ` :, , i, }-: =� _. a ,� � -.�: �.. �.� . . � :: . � ` � g , r.�.. . ; ."7 t,i� 1.�... -, �'1 -'����a'.. . :�. ;.i,u , .(,..a.IrJ ��, _ � _. ._ � ' • ,_ ,-:�s ,.�:' ,i •. �„ ...;: ,.� �,„F ' ' , ,' ,' , k ;�.. � -; > .. ,,` �r: +rr � ; v , - „� � � _ui "ser Communit NC OneMa NC Centerfo,r:Geo ra hic Irifo,rmai�on �nd.An�,l sis, N:C�J."141 Bc�,rc . , ; r . .. , . - �� t,� ._�_ � _,.�� ,: . �.� � � ,. �, ., �• . ��� I� Y, P, 9 P X -_ e..� � , ,: , . ,..., . , . >-. . ., � . , . .. � . Sca le �f N��=:;�q . Halifax Community College 9 �� o,. 0 250 500 N ;N� 9\ Feet Environmental Features Map m� �_ ��9 ;� Drawn By: Chad Coggins 4/6/17 � r� Ve / �ery� OF TPPHSQO� � t �j�0 �,,� ��,w. North Carolina Department of Transportation St[3i'n14v�dtP'r' Highway Stormwater Program � �� , STORMWATER MANAGEMENT PLAN -- - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: Halifax C.C. Road TIP No.: 80028 County�ies): Halifax Page 1 of 1 General Project Information WBS Element: Halifax C.C. Road TIP Number: 80028 Project Type: New Location Date: 5/15/2017 NCDOT Contact: Chad Coggins Contractor I Designer: MI Engineering / Andrew Nottingham Address: 509 Ward Blvd. Address: 1011 Schaub Dr. Suite 100 Wilson, NC 27895 Raleigh, NC 27606 P hone: 252-640-6427 P hone: 919-851-6606 Email: tcco ins ncdot. ov Email: anottin ham mi-en ineers.com CitylTown: Weldon Count ies : Halifax River Basin s: Roanoke CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Length lin. miles or feet : 0.575 mi. Surrounding Land Use: Urba�, residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 2.2 ac. 0.7 ac. Typical Cross Section Description: Proposed new access road of 12' lanes each direction with 2' paved shoulders & widen Existing is wooded at new access road location. Existing 2 lane SR 1641 with 12' SR 1641 from 24'to 36' at at grade intersection. lanes. Annual Avg Daily Tra�c (veh/hr/day): Design/Future: Year: Existing: Year: General Project Narrative: Proposed new acess road from the Halifax Community College to SR 1641 with at grade intersection. Project consists of shoulder section with grass slopes and grass lined (Description of Minimization of Water ditches. Minimum fill slopes of 3:1. Ditch side slopes of 3:1 with some 2:1 back slopes to stay within right of way. 2:1 slopes will be lined with rip rap or erosion control matting Quality Impacts) Rip Rap is used in steeper ditches to prevent erosion. Waterbody Information Surface Water Body (1): Chockoyotte Creek NCDWR Stream Index No.: 23-29 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: mercury (Hg) Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? (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) � � •, � V � � O V See Sheet 1-A For Index of Sheets See Sheet 1 B For Conventional Symbols THIS PROJECT IS WITHIN THE TOWN OF WELDON. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS DESIGN DATA ADT 2018 = WA ADT 2038 = WA �Hv = wa �ra D = WA °/a 50 25 0 50 100 T= WA V = 40 MPH PROFILE (HORIZONTAL) l0 5 0 l0 20 FUNC CLASS =LOCAL STATEWIDE TIER TOTAL LENGTH TIP AROJECT 80028 = 0.227 MILES PROFILE (VERTICAL) ����� �� ����� ��������1 �������� �� �����-����� HALIFAX . CO U1�lTY LOCATI011L• PROPOSED HALIFAX COMMUNITY COLLEGE ACCESS ROAD FROM SR 1641 (COU11lTRY CLUB ROAD) TO COLLEGE DRIVE TYPE OF WORK GRADIIVG, DRAI11lAGE AND PAVING WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN PROJECT —Yl— STA. 12 + 00. TO US 158 LITTLETON �'1 SR 1641 COUNTRY CLUB ROAD PROJECT LENGTH SECTION 1: LENGTH ROADWAY TIP PROJECT 80028 = 0.227 MILES END CONSTRUCTION —L— STA. 28 + 38.22 —L—� HALIFAX COMMUNITY COLLEGE ACCESS ROAD � SITE 1 END PROJECT —Yl— STA. 24 + TO US 301 WELDON Prepored !n ihe Of(!ce of: CDM Smith Inc DM. 54ao ��e�wood A�e��e Smith SuIte400 Raleigh, NC 276123228 NC COA No. F-0412 FOR THE NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION 2012 STA,\DARD SPECIF7CATIONS STATE 9TAT6 PROIECT RePEReNCe N0. Jo�a ���2 � 9TATE PROI.NO. P.A.PROl.N0. ROW PLAIVS HYDRAULICS E1VGIIYEER DAVID Z. KEISER, P.E. r.c. RIGHT OF WAY DATE: rno�Ecr Excrx�e srcxaroas: MAY 2017 ADAM M. CONRAD, P.E. ROADWAY DESIGN YROJF'CT Dh:SlGN F'NGINF'F.R ENGI[VEER LETTING DATE: FRANZ ENDERS, P.E. MAY 2 O� % NCDOT CONTACT P.E. sxeeT Torw� NO SHBETti � DE9CR1%'ION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i oo' o' i oo' ENGLISH N.T.S u SEE DETAIL 'E' SPECIAL CUT DITC BEGIN RiW —Yl— POT STA. 11 +20.00 BEGIN PROJECT —Yl— POT STA. 12 + 00.00 � DENOTES EXCAVATIO� IN WETLAND DENOTES TOTAL TAKE 1:1 IN WETLAND PROJECT REFERENCE NO. � SHEET NO. WW SHEET NO. �/ ROADWAY DESIGN HYDRP,ULICS � ENGINEER ENGINEER 0 �� � DENOTES FILL IN � DENOTES TOTAL TAKE 2:1 WETLAND `�� IN WETLAND s c,� 5 DETAIL 'A' �0 �{� SPECIAL CUT DITCH O� *,� •** DENOTES MECHANIZED 0 SEE SN ,"°"°s`°'a, ,,,, . .'" ,.' . CLEARING �� k��' � �� � ����;s� � CDM oaA�e� ��„°���e�a��Pe � DETAIL D RIP RAP AT INLET N � � Na� �o s�oi,� CL B 3 Geo�exlile RIP RA � ecv v rev556� Z� � �P caosz s.cno STA.12-22 -L- lT EST.4 TONS CL455 B RIP RAP EST.9 SQ YD GEOTE%TILE EST. DDE= 3 C.Y. � � �, 360' TAPER SEE DETAIL'A' SPECIAL CUT DITCH � _ � — _ — _ _ � -Y/- � � 1 \ �..� ... DETAIL A � — SPECIAL CUT DITCH � H � io S�oie) — F,I �,� � � cF ural �'� �� Slope cro��d 3.� F�o��e� D Min. D- 7.0 k. FROM STA. 12+50 -Y7- RT TO STA 20-00 -Yl- RT FROM STA. 12 �s 00 -Yl- LT TO STA. 19 i- 00 -Yl- LT FROM STA.20'�. 00 -Y1- LT TO STA 23��50 -V1- LT .� ST P, �,o��d �., p F� s� e a�o � s,z �a�ee� N ���aA�a F�aa,�3�� ` �� e� 1� nn�,,. o= to F�. CH �-\�y C+ �� \ FROM STA 10+50 -L- RT TO STA 71+50 -L- RT `,�'( �r FROM STA.13+50 -L- RT TO STA.18+00 -L- RT IVv \ FROM STA. 14+00 -L- LT TO STA_ 27+00 -L- LT SEE DETAIL 'A' SPECIAL CUT DITCH TDE \ � �— �� +\ DETAIL 'A' \ \ O — — SPE L CUT DITCH , . \ Q �\� � / / I�/� C \ \ \ / / \ DETAIL 'E' \ �\ � — SPECIAL NT DITCH + �� �no��a s�aie� F�°^' � \ DETAIL 'C .�� °� siaFe � / SiANDARD BASE TCH Go�n 3�� F\�e� IN��oscalel �ral Min. D= 0.3 H. 4 Ground 3_� p 3\ Cmu�ol FROM STA. 73+00 -L- LT TO STA. 14+00 -L- LT \ +\ / FROM STA.10-50 -L- LT TO STA.11+50 -L- LT � � e_n. D-0 f2,o Ft. � SEE DE7AIL'E' FROM STA.19+46 -Yl- LT TO STA.24 85 -Yl- LT SPECIAL CUT DITCH \ 5=0.8500% 1� SEE DETAIL 'B' O EST. DDE = 205 G.Y. 5' TOE PROTECTION 7O $O DETAIL 'B' z' TOE PROTECTION p5. \ O REMO E CX 12" HDF �Ho�m s�omi F�o��e` \ z�o'Foryel ,�.��\\S�oPe y CLASS e RIP RAP INV-872 040 TOP:B9.0 � EST II TONS NY=85.5 REMOVE DI d 28 SV GEOTEXTILE $EE DETAIL'C' 040 Geo�exrile STANDARD BASE DITCH C(� d..- 1.0 F�. � . � .O T�F� /� Q Type ofLiner- CLASS B Rip-Rop FROM STA 11+50 -L- RT TO STA. 13+51 60 TONS CLA55 6 RIP RAP 157 SQ YD GEOTEXTILE � i � �J SEE DETAIL 'D' RIP RAP AT INLEf CLA55 B SEE DETAIL 'E' � $PECIAL CUT I �� � � � /Iq�1�17 • — '� ..- ' � � i—/:///��������� �•����w ��"���//.�:��//�///���� ����� �_____���>_� � I ,+���.r��1s����►;�i:�\_\\\\`\\\\\\`�������_��� �� ,�: ,�t�Ilj� �ir����,i_r<� . . . . ., � � \ � - ��•�♦�♦�•�����♦�•�•�. --.A�f�EA�A♦ (�\ \ '.�>A��v�t��� ``�' �i•'��, �!���>+��->���A��� �.E�1 ��� . _�_ � .. ��11�►� �III�� � 4 ��-- --------- —�---- � — — = — — — � — — — — — — o / + 'SEE DETAIL 'A' SPECIAL CUT DITCi' -L- �T SjO. �O'�'OOAO = -Yl- POT Sia.19+80.00 — — � SEE DETAIL'A' SPECIAL CUT DITCH � 360' TDE "TDE --�--_--_— �/�� ---- . � v� � �, �, � - -- ��-- —�— �-- —� SEE DETAIL'F' � SPECIAL CUT DITCH o 360' TAPER � DETAIL F END R/W SPECIAL CUT DITCH "°"° �`°�" —Yl— POT STA. 25 + 00.00 �iore Grou��l 2�� �F�O\te D Min. D= 1.0 Ft. FROM STA.20-50 -Yl- RT TO STA.24-00 -Y7- RT V � F �-- T� ,�C�� 2 �b �� I h REMOVE EX�18" HDPE J i. I /� N ENd PROJECT —Yl� POT STA. 24 00.00 / � — � _ i oo' o' i oo' ENGLISH N.T.S u SEE DETAIL 'E' SPECIAL CUT DITC BEGIN RiW —Yl— POT STA. 11 +20.00 BEGIN PROJECT —Yl— POT STA. 12 + 00.00 y ' �"� ii�l� ���� . i � DENOTES EXCAVATIO� IN WETLAND DENOTES TOTAL TAKE 1:1 IN WETLAND PROJECT REFERENCE NO. � SHEET NO. WW SHEET NO. �/ ROADWAY DESIGN HYDRP,ULICS � ENGINEER ENGINEER 0 �� � DENOTES FILL IN � DENOTES TOTAL TAKE 2:1 WETLAND `�� IN WETLAND s c,� 5 DETAIL 'A' �0 �{� SPECIAL CUT DITCH O� *,� •** DENOTES MECHANIZED 0 SEE SN ,"°"°s`°'a, ,,,, . .'" ,.' . CLEARING �� k��' � �� � ����;s� � CDM oaA�e� ��„°���e�a��Pe � DETAIL D RIP RAP AT INLET N � � Na� �o s�oi,� CL B 3 Geo�exlile RIP RA � ecv v rev556� Z� � �P caosz s.cno STA.12-22 -L- lT EST.4 TONS CL455 B RIP RAP EST.9 SQ YD GEOTE%TILE EST. DDE= 3 C.Y. 360' TAPER SEE DETAIL'A' SPECIAL CUT DITCH C ��� .� ST P, �,o��d �., p F� s� e a�o � s,z e� �a�ee� N ���aA�a F�aa,�3�� ` �� nn�,,. o= to F�. ���H �-\�y +_ �,� FROM STA.10+50 -L- RT TO STA.71+50 -L- RT FROM STA.13+50 -L- RT TO STA. 18+00 -L- RT �\. FROM STA. 14+00 -L- LT TO STA_ 27+00 -L- LT SEE DETAIL 'A' SPECIAL CUT DITCH TDE � � �— �� DETAIL 'A' \ \ �O — — SPE L CUT DITCH \ \+ � ..: � \ � U / / I�/� � �_ \ \ \' \ / / \ DETAIL 'E' \� �\ � — SPECIAL NT DITCH + �� �no��a s�aiel . F�°^' � \ DETAIL 'C .�� °� siaFe � / SiANDARD BASE TCH Go�n 3�� F\�e� IN��oscalel �ral Min. D= 0.3 H. 4 Ground 3_� p 3\ Cmu�ol FROM STA. 73+00 -L- LT TO STA. 14+00 -L- LT \ +\ � FROM STA.10-50 -L- LT TO STA.11+50 -L- LT � � e_n. D-0 f2,o Ft. � SEE DE7AIL'E' FROM STA.19+46 -Yl- LT TO STA.24 85 -Yl- LT SPECIAL CUT DITCH �� � \ 5=0.8500% Z� SEE DETAIL 'B' O EST. DDE = 205 G.Y. 5' TOE PROTECTION 7O $O DETAIL 'B' �'— - TOE PROTECTION p5. \ O REMO E CX 12" HDF �Ho�m s�omi F�o��e` \ z�o'Foryel ,�.��\\S�oPe y CLASS e RIP RAP INV-87.2 040 TOP:B9.0 � EST II TONS NY=85.5 REMOVE DI d 28 SV GEOTEXTILE $EE DETAIL'C' 040 Geo�exrile STANDARD BASE DITCH C(� d..- 1.0 F�. �. . � .O T�F� /� Q Type ofLiner- CLASS B Rip-Rop FROM STA 11+50 -L- RT TO STA. 13+51 60 TONS CLA55 6 RIP RAP 157 SQ YD GEOTEXTILE � -- _ — —� - -----�� — Y—_—= _ — — — _ -- - — -� \ �..� ... DETAIL A � — SPECIAL CUT DITCH � H � io S�oie) — F,I �,� � � cF ural �'� �� Slope cro��d 3.� F�o��e� D Min. D- 7.0 k. FROM STA. 12+50 -Y7- RT TO STA 20-00 -Yl- RT FROM STA. 12 �s 00 -Yl- LT TO STA. 19 i- 00 -Yl- LT FROM STA.20'�. 00 -Y1- LT TO STA 23��50 -V1- LT SEE DETAIL 'D' � RIP RAP AT INLEf CLA55 B SEE DETAIL 'E' � $PECIAL CUT I �� c c — — o � + 'SEE DETAIL 'A' O SPECIAL CUT DITCi' -L- �T SjO. �O'�'OOAO = -Yl- POT Sia.19+80.00 — — — � TDE � TDE�� � ��'TDE " TDE TDE �.. TDE --"'i't�E ' , _ - - •„ • ��, -� '-- �� ' . . . � � ` / —� �.- _ \ . / \ y REMOVE � \ � I � —a,. � \ ` �,.��� � .�—_— �� _9�, � _ \ � ���, \.� 9_ � � `� \ � �:.,� �- � / � _ _— O � \ ,'` � �N o — � � SEE DETAIL'A' . .. .. _. . ..�\ � -�� � SPECIAL CUT DITCH 360' � / -TAPER ' � 0 1 . �. � i �'�� \�� ���� � � SEE DETAIL'F' SPECIAL CUT DITCH DETAIL F SPECIAL CUT DITCH rio sWie1 �iore Grou��l 2�� �F�O\te D Min. D= 1.0 Ft. FROM STA.20-50 -Yl- RT TO STA.24-00 -Y7- RT % .r � N � r a _ _ ;__ - �' �-'�"' �C — — , ,�— ----- � �, SR l64/ � - c-- —� + END R�W —Yl— POT STA. 25 + 00.00 V � F �-- T� ,�C�� 2 �3 b ,�g `� I h HDPE J ` N PROJECT POT STA. 24 00.00 � `_�:' 0 PROJ. REFERENCE NO. SHEET NO. N i_�Ii� 80028 X-3 � � � � � � � � �' x « w :I w � � � - - � - - - - - - - - - - - „, - - - - � � � � � � � z � �� ��� ��� ��� ��� �w ��� ��Q ��z >�.� ��w ��� - ��� ��� ��� 2 1 1 1 1 5 5 5 5 ��� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Existing Existing Permanent Excavation Mechanized Total Total Permanent Temp. Channel Channel Natural Site Station Structure Fill In in Clearing Take 1:1 Take 2:1 SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands in Wetlands in Wetlands in Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 11+60 -12+74 -L- NEW ALIGNMENT -L- 0.07 0.04 0.01 0.23 0.04 TOTALS: 0.07 0.04 0.01 0.23 0.04