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HomeMy WebLinkAbout20171082 Ver 1_401 Application_20170828August 25, 2017 U.S. Army Corps of Engineers Asheville Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 Attention: Mr. Jason Randolph N.C. Division of Water Resources 401 and Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Attention: Ms. Karen Higgins Reference: Pre-Construction Notification: Nationwide Permit No. 14 / WQC No. 4088 Windy Road Driveway Cabarrus County, North Carolina S&ME Project No. 4335-17-061 Dear Mr. Randolph and Ms. Higgins: S&ME, Inc. (S&ME) is submitting this application for authorization of impacts to waters of the U.S. in accordance with Department of the Army Nationwide Permit (NWP) No. 14 (linear transportation projects) and corresponding North Carolina Water Quality Certification (WQC) 4088 pursuant to the Division of Water Resources (DWR). The project will involve construction of two 10 x 8 foot precast concrete box culvert associated with a new driveway, which will result in the permanent fill of 22 linear feet of jurisdictional perennial stream channel. The project will also result in 87 linear feet of temporary stream impact as a result of construction equipment access. An existing bridge will also be removed as part of the project. In support of this application, please find enclosed the following: Figures — Site Vicinity Exhibit (Figure 1); USGS Topographic Exhibit (Figure 2); Soils and National Wetlands Inventory Exhibit (Figure 3); Approximate Waters of the U.S. Exhibit (Figure 4); and Proposed Project Impacts (Figure 5). Appendix I: PCN Form, Agent Authorization Form; Appendix II: Site Photographs; Appendix III: Engineering Plans; Four copies of this PCN, along with one electronic copy and a check for the processing fee, are being provided to DWR for written concurrence. S&ME, Inc. � 9751 Southern Pine Boulevard � Charlotte, NC 28273 � p 704.523.4726 � f 704.525.3953 � www.smeinc.com Pre-Construction Notification: Windy Road Driveway Background Information August 25, 2017 Page 2 The purpose of the proposed project is a new driveway associated with the property owned by Duke Energy. The site is located on the southwest side of Mooresville Road just south of the intersection with Norwood Drive. An existing access driveway and culvert/wood deck bridge are located across Cabarrus County Tax PINs 46834522520000, 46835405750000 and 46834405380000 (owned by Duke Energy and/or Colonial Pipeline). The existing driveway and culvert/wood deck bridge are not wholly contained on Duke Energy's property, however, Duke Energy through a transfer of ownership of the wood deck bridge from Colonial Pipeline, maintains responsibility for the condition of the bridge. It was determined that the culvert/wood deck bridge is currently unsafe. Repairs to the existing wood deck bridge were evaluated, however, there are significant design or construction issues with restoring the load capacity of the abutments where scouring has removed most of the supporting soil. In addition, the existing culvert is undersized for the current stormwater conditions. Therefore, replacing the bridge/culvert was determined to be the best long-term solution. Duke Energy is proposing to construct a new driveway and associated culvert that is wholly on their property, and remove the existing unsafe culvert/wood deck bridge and abandon the existing driveway that services the properties. The approximate location of the project area is depicted on the Site Vicinity Exhibit (Figure 1), USGS Topographic Exhibit (Figure 2) and a Cabarrus County Soil Survey and National Wetland Inventory Exhibit (Figure 3). Field Observations On September 9, 2016 Mr. Joey Lawler with S&ME visited the property to assess potential jurisdictional areas within the project area. Please reference the previously submitted Request for Preliminary Jurisdiction report, prepared by S&ME, dated September 28, 2016. Within the project area, waters of the U.S. are limited to an approximately 500 linear foot portion of Emerson Branch (S1 — Relatively Permanent Water with year-round flow), an approximately 50 linear foot intermittent stream (S2 - Relatively Permanent Water with seasonal flow) and an approximately 0.19-acre portion of a mixed scrub- shrub/forested bottomland hardwood wetland that abuts both streams. Proposed Project Impacts The construction of a culvert for the driveway will result in permanent fill of 22 linear feet ofjurisdictional perennial stream channel (S1). The project will also result in 87 linear feet of temporary stream impact as a result of construction equipment access. The existing culvert/wood deck bridge will also be removed as part of the project. S&ME, Inc. Pre-Construction Notification: Windy Road Driveway Protected Species and Cultural Resources Protected Species August 25, 2017 Page 3 S&ME's consideration of potential protected species habitat began with a review of existing records obtained from federal and state sources. The U.S. Fish & Wildlife Service (USFWS) list of federally- protected species (updated April 2, 2015) was consulted for a listing of protected species documented within Cabarrus County, North Carolina. This review identified one plant species and two animal species. Listed fauna and flora and their federal status are identified in Table 1. Table 1: Federally Protected Flora and Fauna Summary Species Federal Rank Record Status Habitat Present Myotis septentriona(is Northern long-eared bat (vertebrate animal) Lasmigona decorata Carolina heelsplitter (invertebrate animal) He(ianthus schweinitzii Schweinitz's sunflower (vascular plant) Threatened Endangered Endangered Probable/Potential Historic Current Yes Yes � As part of the protected species review, S&ME also reviewed the North Carolina Natural Heritage Program (NCNHP) Geographic Information Systems (GIS) files of Element Occurrence (EO) and Natural Heritage Areas available from NC OneMap. This review found no extant EOs of protected species on record within a one-mile radius of the project area. S&ME completed a field reconnaissance of the project area on September 9, 2016 and again on May 5, 2017. The project area consists of agricultural land with active livestock. The stream riparian corridor is limited to the area around the observed wetland. The existing wooden deck bridge (to be removed as part of the project) was evaluated for potential bat use. The maintained active agricultural land is not the prefer��ed habitat for the plant species of concern, and the Schweinitz's sunflower plant species was not observed. The waters to be impacted are unsuitable habitat for Carolina heelsplitter. The evaluated bridge did not exhibit evidence of bat use. The project location map (Figure 1), the USGS quadrangle map (Figure 2) and the 2013 aerial photograph (Figure 3) were reviewed to determine the general land uses within a one-mile radius of the property. The surrounding land uses include residential, agricultural, woodlands, and an inline pond formed from the impoundment of S1 is located just upstream and outside of the project Area. Of these surrounding land uses, the pond is considered potential habitat for migratory bird concentrations. Based on the level of review and site reconnaissance, the project area was not considered to provide suitable habitat for protected species with a likelihood of occurring in Cabarrus County. S&ME, Inc. Pre-Construction Notification: Windy Road Driveway Cultural Resources August 25, 2017 Page 4 A copy of this NWP No. 14 application will be provided to the North Carolina State Historic Preservation Office (SHPO), requesting that they review their records regarding cultural, archaeological, and historical resources in or near the project area and provide written comments regarding the interests of their agency. In the event archaeological or paleontological remains are found during the course of project construction, and in accordance with NWP regional conditions, construction will be halted and USACE, SHPO, and the Office of State Archaeology will be notified. Avoidance and Minimization Impacts have been avoided and minimized to the extent practicable and have been limited to the areas necessary to meet current design standards and provide the necessary capacity to reduce upstream flooding risk. To prevent sedimentation of downstream waters, construction will be conducted in the dry. Temporary erosion and sediment control measures placed in waters will be removed and the original grade restored upon completion of the project. Regulatory Considerations Sediment and erosion control Best Management Practices (BMPs) will be employed in order to comply with the appropriate turbidity water quality standards. These BMPs shall be consistent with specifications governing their proper design, installation, operation and maintenance, as outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" and approved by the local governing authority. Sediment and erosion control measures are not anticipated to be placed below the ordinary high water mark. Impacts have been avoided and minimized, and appropriate measures will be taken during construction to allow flow and circulation patterns of waters of the U.S. to remain unaffected. Excess material will be removed to a high ground disposal area. The project is located outside of and will therefore not disturb the Federal Emergency Management Agency (FEMA) designated 100-year floodplain, and complies with state and local floodplain management requirements. MltlgdtlOri Based on past conversations with the USACE and DWR and our understanding of agency guidance, we anticipate that the proposed project will not require compensatory mitigation for the proposed 22 linear feet of permanent impact to jurisdictional tributaries, due to minimal area affected and as appropriate avoidance and minimization procedures have been implemented during the design phase of the project. S&ME, Inc. Pre-Construction Notification: Windy Road Driveway Closing August 25, 2017 Page 5 By copy of this correspondence and completed PCN, we are requesting your written concurrence with this application for project authorization under NWP No. 14, WQC 4088. If you have questions or need additional information, please feel free to contact us at 704.523.4726. Sincerely, S&ME, Inc. e�"'" . � ��i � �� `�+.,�.� �'`"`�- � ,��.� Darrin M. Peine Kristy Smedley Project Manager Senior Natural Resources Professional S&ME, Inc. M�ORESVILLE 1146 n �— •,u •. I �i � '-' � ',�e i �' � ' r`�••,..� ,��,• lr �e� Y 1 �I� � ..�. ffj'� Y� �L t �� � • e � r d —, f � �1� � � � r —;� �� � � � � = } '� ��!;� ��1 ; � d�� T '1�'I�' � :� •ti . � �':�,�`i_ -� ��,� + � � C,e' ��` � P�� �"� r � �_ � Q . G�`��� ��� ` � ENOCHVILLE - � a �m_, r- � . _�_ � �-1. = –�- _ �s' � � _ .° �• � � ;' ,,. 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PLEASE NOTE THIS DATA IS fOR INFORMATIONAL LEGEN D PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO iRESPONSIBILITY FOR ANY DEQSION MADE OR ANY ACTIONS TAKEN BY THE USER Q PROJECT AREA LIMITS " BASED UPON INFORMATION OBTAINED FROM THE ABOVE DATA. - SCALE: 1"_ 1,000 � FIGURE NO. - _ USGS TOPOGRAPHIC EXHIBIT DATE: �9�14�16 DRAWN BY: AEM �� �� ����� � WINDY ROAD DRIVEWAY PRo�ECTNo: CABARRUS COUNTY � 4335-17-061 NORTH CAROLINA � iclB C;: P3 :' i':;- cc�,z -%\ _ Ch �--�,, � �i' W f'�sW;;l�� �. w � f PoD�~�„� � ChA - CHEWACLA SANDY LOAM, 0-2% SLOPES, FREQUENTLY FLOODED IdB - IREDELL LOAM, 2-6% SLOPES PoB - POINDEXTER LOAM, 2- 8% SLOPES PoD - POINDEXTER LOAM, 8- 15% SLOPES World Imagery Low Resolution 15m Imagery High Resolution 60cm Image High Resolution 30cm Image Citations 0 1,000 2,000 � ,� (IN FEET) REFERENCE: SOIL DATA WAS OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS). WETLAND DATA WAS OBTAINED FROM THE NATIONAL WETLANDS INVENTORY. PROJECT ALIGNMENT INFORMATION WAS OBTAINED FROM THE OWNER. PLEASE NOTE THIS DATA IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, [NC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY ', W ;-' C _ / IdB PROJECT AREA LIMITS SOILS FRESHWATER EMERGENT W ETLAN D FRESHWATER FORESTED/SHRUB W ETLAN D FRESHWATER POND World Imagery Low Resolution 15m Imagery High Resolution 60cm Imagery High Resolution 30cm Imagery Citations THE USER BASED UPON INFORMATION OBTAINED FROM THE ABOVE DATA. SCALE: 1�� - l,000 � NRCS SOILS & NATIONAL °ATE o9/14/16 � WETLANDS INVENTORY EXHIBIT DRAWN BY: AEM �����!'�''� � WINDY ROAD DRIVEWAY PRo�ECTNo: CABARRUS COUNTY � 4335-17-061 NORTH CAROLINA FIGURE NO �05 �� 'r;�834405 �.; 'i _ (_�;; �1 s �10 �os �' �� � � - � � ���, �= ���� '��- — _ ���_ �20 0 200 400 (IN FEET) REFERENCE: TOPOGRAPHIC DATA WAS OBTAINED FROM THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. STREET CENTERLINE AND PARCEL DATA WERE OBTAINED FROM THE REFERENCED COUNTY. THE LATEST AERIAL ORTHOIMAGERY (2015) WAS OBTAINED FROM NC ONEMAP. STREAM AND WETLANDS WERE DELINEATED IN THE FIELD BY JOEY LAWLER, P.W.S. ON SEPTEMBER 9, 2016. PROJECT ALIGNMENT [NFORMATION WAS OBTAINED FROM THE OWNER. PLEASE NOTE THIS DATA IS FOR [NFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON INFORMATION OBTAINED FROM THE ABOVE DATA. SCALE •� i ��0 ��S PROJECTAREA LIMITS STREAM WETLAND 72" RCP PARCELS (WITH TAX PARCEL ID) STREETS i ° = 200 � APPROXIMATE WATERS °ATE o9ii4�i6 � OF THE US EXHIBIT DRAWN BY: AEM ������ � WINDY ROAD DRIVEWAY PRo�ECTNo: CABARRUS COUNTY � 4335-17-061 NORTH CAROLINA FIGURE NO. \ \ �.�! �.w 1 � �, _���ti , , - - - {: -' - ��� - `� � ` 4� ''�. ' � �l � h � s ��'� � � ` � . ' _ �52- � �-�"� I �I ,`, k�' - � � � 'a'�,t, � . , _ '� — �� 4i y ,\ i., _ . � �. Y � . � .. .' � _ � i ` . .�' �'� � . .— � . -�� . . N - _- � � w � / Q � _ / / ❑ . j �_ // . _ �// 9 0 � u �'' J �/ : � ' � � � _ ` EXISTING BRIDGE / J TO BE REMOVED �� � Q r� � . ��. � r' - �r• � Proposed Dual 10'X7' Precast Box Culvert ProposedTemporary Diversion Channel / / \I / �i 22 LF of Permanent Impact (with Loss of Waters) �I to Stream 1 � due to replacement of 12 LF of 48" culvert �/ with 34 LF of dual 10'X7' precast box culvert � � I � � I � � / � , / �� I � � I �� i i� �� i� � ♦ � / � / � i � REFERENCE: DESIGN PLANS AND PROJECTAREA SURVEY PROVIDED BY UCS SYNERGITIC. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEYARE NOT BASED ON CIVIL SURVEY INFORMATION. UNLE55 STATED OTHERWISE. �/' // c�n �� ' / / / I � �' \ /". I � 0 o ~ z � � � w � � � O � a _ /�/ �I � � ' � � ' / ' � � � / / � / � ' I �' �' / �I / � i '' '' � �I ' ' � � / � Proposed Road i� �� I �. // 87 LF of Temporary Impact / / ' / ' / / \ / 0 20 40 (IN FEET) to Stream 1 for Construction Equipment Access, Installation of Coffer Dams and Temporary Diversion Channel, Bank Grading / Stabilization �� ` �. . r � _ �N - �i Proposed Permanent Stream Impact (With Channel Loss) 1 1 Proposed Temporary Stream Impact > - - - Existing Stream Centerline Existing Stream Banks Existing Pipe � H U a � Q z z Ww O O � U � � � p � U � p � _ a Q�� � °mo W �. Q z � 0 U Z a� � a FIGURE NO. 5 � � ���`r��,' X� s � �. . .:� �r � ti�: � . i:y- �,FrS�v_ _�� ' . —�P � h�.� ' ' � ��4�� i'�k�. ����• • � ,. y � � `�` .� - -��`��� i � � ; `� a—. e „*F. i � ' #s1`' �;, ��++':' '��.�a1°�� ��� _ �� c � �, Q ..� n ew of the existing bridge to be removed. �.. :s, . �p . . _ z r � : 3. � r , � '� ++� � fi i�' la . '1 • * }�qy'-� . __CyY.^!S� r -w�� -.�' �'T�_ : ,.. "� � ; ��.:-� . � . � ����� - _�� ,� S� +r. . ...� d � � _ , . .: .� t: +,f. i � t� , 1� � ��P� '� � ; � � �_', � . w •. 1 r � 7 9 S l ,� �`' _. '�"� � � � ��p A� . � �� 1r _ ���I � � oy},-:. �1� r.l. � IY�a� � � IView of the bridge span. �� � � � � �.-���, G ��� J+ �, i - a�' ,� M� �–� i � :T�� �. '� _ '. i.i�t � .�' �� rg �� ��s.- - - .'e �, � � M Js ,g�..,'! .. � � � ,�A . r � - . . "�: _. ������ �'�� - � - � .� �� �� . -� � _ . �F.� - �� . ; ,� ��� �,-. , p;�. � i.� _ - �:-: ��� � � � ,��-�' � T i � .� � _ • _y4=� 2 View of the wood decking. 4� � �, � ,r�.-� - - — � - — - - - — - _ . a - � � ,. . . _ - - - S3� � . � , .LM� r= _ , . I� �, ` � ��� ., � �' �i �- .¢- _ - -_.., �..- � y-r � — -�.t — -_� — - - �''F y ;= �,� � , s `_ - � �- �, �- ,� _ - � ' �_. �� _„V_ _ nli e�+_7'—� �, �. ( i L h 6+: . 4 The underside of the bridge was inspected for evidence of bat � use. No evidence of bat use was observed. .����� Windy Road Driveway S&ME Project No. 4335-17-061 Duke Energy - Cabarrus County, North Carolina Taken by: DMP Date Taken: 5/05/2017 �� ,''d �, rt9,. 4-' � `— .... �,'r �7 -/� �_ 0 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 1 a. Type(s) of approval sought from the Corps: 0 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 0 No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑x 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification 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 proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank � Yes 0 No or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑x No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Windy Road Driveway 2b. County: Cabarrus 2c. Nearest municipality / town: Davidson 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: Duke Energy Carolinas, LLC / Colonial Pipeline Co 3b. Deed Book and Page No. DB 7560 Pg 239, DB 4224 Pg 21, DB 4224 Pg 24 3c. Responsible Party (for LLC if Duke Energy applicable): 3d. Street address: 526 South Church Street 3e. City, state, zip: Charlotte, North Carolina 28202 3f. Telephone no.: 704-382-2381 3g. Fax no.: 3h. Email address: Mayur.Patel@duke-energy.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Darrin Peine 5b. Business name S&ME, Inc. (if applicable): 5c. Street address: 9751 Southern Pine Blvd. 5d. City, state, zip: Charlotte, NC 28273 5e. Telephone no.: 704-523-4726 5f. Fax no.: 5g. Email address: dpeine@smeinc.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 46834522520000 46835405750000 & 46834405380000 1 b. Site coordinates (in decimal degrees): Latitude: 35.482079 Longitude: -80.730579 1 c. Property size: 5 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Emerson Branch 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Pee-Dee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project area consists of agricultural land with active livestock. 3b. List the total estimated acreage of all existing wetlands on the property: 0.19 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 550 3d. Explain the purpose of the proposed project: The purpose of the proposed project is a new access driveway associated with the property owned by Duke Energy. 3e. Describe the overall project in detail, including the type of equipment to be used: See attached cover letter. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the 0 Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / project including all prior phases) in the past? Comments: s&ME, dated September 28, 2016 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: s&ME Name (if known): �oey �aw�er Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. An official agency determination has not been finalized. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes ❑ No X❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Duke Energy has no plans for future development of this property. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 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 impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporar T W1 - Choose one Choose one Yes/No - �/�/2 - Choose one Choose one Yes/No - �/�/3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - �/�/6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 2h. Comments: wetland impacts are not proposed. 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 Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 P Culvert Emerson Branch PER Corps 10 22 S2 T construction access Emerson Branch PER Corps 10 87 S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 109 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts 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 Temporary T 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: open wa er impac s are no propose . 5. Pond or Lake Construction If pond or lake construction pro osed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number 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 one 5f. Total: 5g. Comments: N/A 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all bufFer impacts below. If an impacts require miti ation, then ou 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 Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or required? (square (square Temporar T feet feet B1 - Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: N/A Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See attached cover letter. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See attached cover letter. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � 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): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: Compensatory mitigation is not proposed. 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 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: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes 0 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 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes 0 No within one of the NC Riparian 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? 5 0�0 2b. Does this project require a Stormwater Management Plan? ❑ Yes 0 No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: low impervious coverage. stormwater will be controlled through grassed swales. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local overnment's 'urisdiction 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 � Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ 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 ❑Other: 4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ 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 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes X❑ 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 ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑x No or Riparian Buffer Rules (15A NCAC 26 .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 ❑ 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. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 9 of 10 PCN Form — Version 1.4 January 2009 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 � 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? USFWS and NCNHP 6. Essential Fish Habitat (Corps 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? http://ocean.floridamarine.org 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 designated as having historic or cultural preservation � Yes ❑x No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? SHPO online GIS web service 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? Available FEMA mapping E N� � Darrin M. Peine �� �"" � - �.� 08-25-2017 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) 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STA: 5+81.78 LOW PT ELEV: 695.86 PVI STA: 6+25.00 PVI ELEV: 695.60 K: 12.13 LVC: 1 Q0.00 0 0� O o� �ri �ri � � + � � w � jj U � > i m m �___ � � _ _ az- ,- - ae- - -_._�- p , BB � _ _ , � � - � �� I W r �r - wer = �T - BB_ _ - - �t `BB- - B6= - - = BB_-- B�J � � � � .�.__ � ` _B � � �i ��� � .,�-� � �� Q� / �� 1`�'� � / � -�_ � �� ��/��,�,� m I/ j � \ � � � � , � � � J � � i / /� �� � II �' � 1 w 3 � � �I I�illd�l_ �'� I � � � , z � �� ' � �i � � 1 �,/ � � �� � i � ��� I, ,� � 3 � ,�� � , 1 � ��,.� ,, � J w I � \,? i i( � 1 �0 m o � � �mi � \ � . / \ NEW 4-STRAND BARBWIRE-' ` � � - i7iC I `°I � lvi I � FENCE TO TIE INTO EXISTING r- � , �i � �a, J NEW 4-STRAND BARBWIRE ; ,, � FENCE TO TIE INTO EXISTING � � I �� � \ I i � � � � �, � i ' � n, c � � �i � I � �. , z �; � � � � ^ �� � I � � ��� � , � �� � � ��� � , �� � � � 'r' � / 1 ACCESS ROAD PLAN � SCALE: 1"=40' 0 20 40 80 7+00 6+00 0 0 5+00 ¢� � J c� w ll r o r� O � o � o � + � � w (j-j U � � � W w 0.58% I � / 4+00 LOW PT. STA: 3+93.91 LOW PT ELEV: 696.11 PVI STA: 3+50.00 PVI ELEV: 695.84 K: 10.42 LVC: 100.00 ACCESS ROAD PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=10" O � O r7 0 0 O O + � � w �jj U j> m m 3+00 O O O � �ri r�i c0 O + � N w � jj U � > � W w 698 � �9 � PVI STA: 2+15.00 PVI ELEV: 708.00 K: 49.78 LVC: 100.00 2+00 � O O O � �ri � � � + � � Uj U � � � m m O O �ri � + � C� > w � �i � w U > W S44°42"L � "' HIGH PT. STA: 0+65.41 HIGH PT ELEV: 716.04 PVI STA: 0+85.00 PVI ELEV: 717.10 K: 9.94 LVC: 100.00 ,1•��% I _--------- � � � __� �-- I <<:�=�,i���� �YNE.��ET�C � UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 1+00 � � �i � w U > m / �'� �`s 1 � / � �\ 1 � ��� � I � � � � � � � -STRAND BARBWIRE I � � i TIE INTO EXISTING a � m \ � � ,� 1 �: , 1 I ��� � .� �,, I m �X � �.IN � I , �I � � I \ I N7 � ca Nr� "� 1 (.n �o ��� - �N i� �� ' a - - _ � � I � � I � I N . 'I Q � I \I � � � 50 _ - � � � � �+00 �0�-� Qi o i- � �- 1 \ ' � w II �s 1 I \ ' � � _-- � I � _-- �V _- - � � m � � I � � 1 1s. , ` '� J� � �, \ 1 �,�Y � "� I � 0 I1��� � �� ,' I O I �O-r NEW 4-STRAND BARBWIRE �I� � I \ FENCE TO TIE INTO EXISTING �-� �I � � \ � � 1� m � I �i C � i � � �� � �''� � � r � �ep� � `�V m ;�� 70 � �, � i I O i�i I ' o �� l � � �I , � � �I � �, �,1 ► � �m ��, I I I !I 'i � w-740 o Q 0 o � 0 o W u J QaJ Y��-730 w�W � � m �� O 0>0 Qw `�'w� 720 0+00 710 700 .•1 .:1 rCall at least three working days before you plan on digging iV O 1"t il � Carolina� y www.nc811.org Dial 811 or 1-800-632-4949 PROOF ROLLING NOTES: 1. CONTRACTOR SHALL FURNISH AND OPERATE HEAVY PNEUMATIC TIRED COMPACTION EQUIPMENT FOR COMPACTING THE ROADBED AND TESTING THE ROADBED FOR STABILITY AND UNIFORMITY OF COMPACTION. 2. PROVIDE EQUIPMENT WITH THE FOLLOWING FEATURES: (A) FOUR RUBBER TIRED WHEELS MOUNTED ON A RIGID STEEL FRAME; (B) WHEELS EVENLY SPACED IN ONE LINE ACROSS THE WIDTH OF THE ROLLER AND ARRANGED SO THAT ALL WHEELS WILL CARRY APPROXIMATELY EQUAL LOADS WHEN OPERATED OVER AN UNEVEN SURFACE; (C) MAXIMUM CENTER TO CENTER SPACING BETWEEN ADJACENT WHEELS IS 32 INCHES; (D) LOAD CAPACITY FROM 48 TO 50 TONS UNLESS OTHERWISE PERMITTED IN WRITING; (E) COVER OR CONSTRUCT THE LOADED ROLLER TO NOT TRAP WATER THAT WILL ADD WEIGHT TO THE BALLAST; (F) OTHER EQUIPMENT OF EQUAL OR BETTER EFFECTIVENESS MAY BE SUBSTITUTED WITH WRITTEN PERMISSION, AND (G) TIRE PRESSURES SHALL BE BETWEEN 68 AND 72 PSI UNLESS OTHERWISE PERMITTED IN WRITING. 3. INFLATE TIRES WITH AIR ONLY; USE NO LIQUID. PROVIDE BALLASTS CONSISTING OF BULK SAND, BULK STONE, BAGS OF SAND, STONE OR OTHER MATERIALS OF KNOWN UNIT WEIGHT SUCH THAT THE TOTAL WEIGHT OF THE BALLAST USED CAN BE READILY DETERMINED AT ALL TIMES. PROVIDE A SUFFICIENT AMOUNT OF BALLAST TO LOAD THE EQUIPMENT TO A MAXIMUM GROSS WEIGHT OF 50 TONS. 4. USE RUBBER TIRED OR OTHER TYPES OF TRACTIVE EQUIPMENT FOR OPERATION OF THIS EQUIPMENT ON THE ROADBED. 5. AFTER THE SUBGRADE HAS BEEN COMPLETED WITHIN 0.5 FEET OF FINAL GRADE, COMPACT AND TEST THE ROADBED WITH ONE COVERAGE WITH A HEAVY PNEUMATIC TIRED ROLLER. COVERAGE IS CONSIDERED THAT STAGE IN THE ROLLING PROCEDURE WHEN THE ENTIRE WIDTH OF THE AREA BEING PROOF ROLLED HAS BEEN IN CONTACT WITH THE PNEUMATIC TIRES OF THE ROLLER. OPERATE THE EQUIPMENT AT A SPEED BETWEEN 225 FT/MIN AND 300 FT/MIN. PERFORM PROOF ROLLING ONLY IN THE PRESENCE OF THE ENGINEER. PROOF ROLL AREAS AGAIN FOLLOWING THE COMPLETION OF THE NECESSARY CORRECTIONS. 6. PROTECT ALL STRUCTURAL FACILITIES ON THE PROJECT, SUCH AS, BUT NOT LIMITED T0, BRIDGES, BOX CULVERTS, PIPE CULVERTS AND UTILITIES, FROM DAMAGE BY THE PROOF ROLLING EQUIPMENT. PROTECTION MAY INCLUDE UNLOADING AND RELOADING OF THE ROLLER, DETOURING, PROTECTIVE EARTH PADS OR OTHER SUITABLE MEASURE TO AVOID DAMAGE. FI LENAME: 2709523GRA. DWG L----81----81-1 11 m / — _ _ _ �� �---TB----TB� I �--81----81----81----81----81---- ----81----81---- � �8i� 81----81----81----81---- � 81----81---�g-1 — 81---- 81----81----81---- � 81----81 / — � � � 1---- — � w — — � I \ — — — — % 1 � � � \ � --�- m — _ � _ / \ � �-- — � / �TB----TB----TB----TB----TB----TB----TB----TB —TB----TB----TB-- TB TB--� T-�= � TB---- /¢> TB---- TB---- � � _ TB----TB----TB----TB----TB--J MOORESVILLE ROAD - ������ . � --TB----TB----TB----TB----TB--_ —TB----TB---- TB----TB— — —TB— —TB--- 10'X70' SIGHT VISIBILITY TRIANGLE PER NCDOT STANDARDS 713.1 INVERT ENERGY DISSIPATER RIP—RAP PAD EXISTING DITCH CL �; 'j_�: — `���" �� ��_. ; 0 � / - � �� � � BEGIN PROJECT STA. 0+00 � � �� � � N-635,158.73 E-1,485,183.46 � � ENERGY DISSIPATER MATCH EX PAVEMENT GRADE �RIP—RAP PAD _TB--__TB— `� TB � CONCRETE PAVEMENT / / � — � o � o� 0 10'X70' SIGHT VISIBILITY TRIANGLE PER NCDOT STANDARDS � ,� � i w �� �� �� �� ��/. / - - - � � � Q � , ' i- / �----TB----TB----TB—I— J TB----TB----TB--- ; _ � i � , : Q t - _;�'�-, .;..;. � � — — � /� in _O•n I N / ���� �o / INTERSECTION PLAN VIEW SCALE: 1 "=10' 90—LF 18" RCP ARCH — — CLASS IV PIPE � 1.33� SLOPE CENTERLINE CULVERT PROFILE SCALE: 1 "=10' HORIZONTAL 4X VERTICAL � 0 5 10 20 711.9 INVERT ENERGY DISSIPATER RIP—RAP PAD ENERGY DISSIPATER RIP—RAP PAD �" i � � � / � 81----81----81---- I81__--91--- 81----81---1 � � — �� l o+ o+ +�,. � ��—� ��0 / � "� - �P / �--TB---- TB----TB----TB TB----TB----TB---- __, MOORESVILLE ROAD ��_G - �. � ` ; -,� -j r� i � � _ _ � '' - . � �-jT�- ,- , � � ' " �' //' �-/ � L�� / — �/���%�7 /1 i� �—'—��--TB-- —Tes-- TB-- It3— TB— TB— —TB— — fB— — — — — — IB---- IEf---- — — -------- r�----r�-- - — — — — � PROPOSED 18" ARCH RCP STORMDRAIN PIPE AT 1.33� SLOPE EXISTING DITCH CL � � SYNE.�6ETIC ° UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 i x 18" RCP ARC� CL, ,-» n�ni�nrTr ��"���ENT TYPICAL CULVERT SECTION SCALE: 1 "=2' MIN. COMACTED ABC ���SHED STONE BEDDING rCall at least three working days before you plan on digging North� Carolina��� www.nc811.org Dial 811 or 1-800-632-4949 FI LENAME: 2709523GRA. 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YN � ` � N(O N CO m �� m II — °�° II I o d 7�� c`��3 w � w � W 7�� 0.7% 1.7� / 690 690 680 680 -80 -60 -40 -20 0 20 40 60 80 STA TION 5+50 J O C 730 �' o � 730 � � � o � O " ri a� . . 720 °� o � w � 720 m �� o 0 0� o� d � o 0 t� W °O II i_ ` n 710 � � � > 710 c� w o � 10.7% " w 700 � 12.3� 700 690 690 -80 -60 -40 -20 0 20 40 60 80 STA TION 7+50 � � s�rN�c,ETic ° UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 � � 0 0 0 0 o � � �n o I :: 730 �; � � _ 730 O ' Y a0 O d� Y� p rn Y � p 00 a`7 O o ^ � � m 720 m� � 00 i� „ u 720 � n v � �� o � � > � � c� w � N U' W �W 710 2.6%0 710 -2.9% 700 700 �I I � I I I I I I 690 690 -80 -60 -40 -20 0 20 40 60 80 STA TION 2+00 � J O 72O O � � 7ZO I „ � � ^ a> .� M p � 710 0� �� � � 710 Y M o � � � � � m � m II m �� � ' o a—>i 700 � 4J � w � w 700 4.8� -3.8� 690 _ � 690 680 680 -80 -60 -40 -20 0 20 40 60 80 STA TION 4+00 � J O O O 720 � o � 720 o �, w � y N y � 1� 710 �� �M �� 710 � � � �� � m II m � � II m �� � W 7�� c�`� w � w %�Q �.%% -�.2% 690 _ � 690 680 680 -80 -60 -40 -20 0 20 40 60 80 S7"A TION 6+00 J 740 � 740 N � � O � 730 � � , � 0 730 �� � � i� m �� O .. in y � 720 c� w $ � � � 720 m II Y o � a�i I� — o y m II 710 7.6% " ``' v � � w 710 -5.6� 700 � 700 690 690 -80 -60 -40 -20 0 20 40 60 80 STA TION 8+00 Call at least three working days before you plan on digging North8' Carolina � ,• www.nc811.org� � Dia1811 or1-800-632-4949 FI LENAME: 2709523GRA. DWG ?'1 2� 4'. i 1�� , 2% 1�� 2% � 2' TYPE "ABC" CRUSHER RUN GRAVEL, PROOF ROLLED TYPICAL ACCESS ROAD SECTION SCALE: 1 "=2' � � s�rN�c,ETic ° UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 EDGE OF ROAD 01 a 4:� 2� d GRAVEL ACCESS DRIVE DRIVEWAY WIDTH DRIVEWAY WIDTH AT PUBLJC ROAD PLAN VIEW PAVEMENT MUST EXTEND TO EDGE OF ROAD RIGHT-OF-WAY LIMITS (MIN.) EDGE OF ROAD NOTES: 1. ALL CONCRETE TO BE 4000 P.S.I. COMPRESSIVE NCREfE-DRIVE APRON (MIN. 4,000 PSI) STRENGTH. sxs-�o/�o WELDED WIRE 2. INSTALL A 3/4" BITUMINOUS EXPANSION JOINT FABRIC REINFORCEMENT PLACED BETWEEN THE HIGHWAY PAVING AND THE NPACTED ABC STONE CONCRETE PAVING OF THE DRIVEWAY APRON FOR THE FULL WIDTH OF THE DRIVEWAY. 3. CONTROL JOINTS MUST BE PLACED TO CONTROL �CTED SUBGRADE CRACKING OF CONCREfE PAVEMENT. BEGIN CONTROL JOINT SAWING AS SOON AS THE SURFACE WILL NOT BE RAVELED, SPALLED, OR DAMAGED BY CUTTING. JOINTS MUST BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT. PAVED ENTRANCE � Call at least three working days before you plan on digging North8' Carolina � ,• www.nc811.org� � Dia1811 or1-800-632-4949 FI LENAME: 2709523GRA. DWG / 1� , _�. � � �f � � _- - �� — / J / / / J � ,� ` ,, ;� 1 � � � � I I NEW 4—STRAND � BARBWIRE FENCE TO � TIE INTO EXISTING � � , . ;. . - � x �� � _��— \ \ C - - ,� � . 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DWG o i i i i i i i M I I I I I I I I I I I I I I PLAN VIEW PRECAST BOX CULVERT SCALE: 1 "=3' 0 0 PROVIDE PRECAST CAP BETWEEN BOX CULVERTS FOR INLET AND OUTLET SIDE ELEVATION PRECAST BOX CULVERT WITH WINGWALL SCALE: 1 "=2' rr���.r�� i �r�r oc i vr�uv �� � I i i� BOX CULVERTS FOR INLET � � I � � � AND OUTLET � � i ��i TYPICAL ISOMETRIC PRECAST CULVERT NOT TO SCALE <<:�=�,i���� �YNE.��ET�C � UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 2ETAINING : WINGWALLS 8' CONCRETE BOX CULVERT NOTES: 1 � K� Call at least three working days� before you plan on digging North8' Carolina `� ,• www.nc811.org \ � Dia1811 or1-800-632-4949 J � PRECAST CONCRETE PRODUCTS SHALL BE PROVIDED BY A PLANT CERTIFIED BY THE NATIONAL PRECAST CONCRETE ASSOCIATION. CONTRACTOR TO PREPARE AND SUBMIT SHOP DRAWINGS FOR APPROVAL. CONSTRUCT AND INSTALL CULVERT TO HEIGHT, GRADES, AND LENGTH SHOWN ON THIS DRAWING AND GRADING DRAWING. 4. ALL EXCAVATION, INSTALLATION, GASKET MATERIAL, BEDDING, AND BACKFILLING PER PRECAST MANUFACTURER AND DUKE EARTHWORK SPECIFICATION, SECTION 31-00-00. 5. STRUCTURAL FILL SHALL BE USED ON TOP AND SIDE OF CULVERTS, AND BEHIND WING WALLS PER PRECAST MANUFACTURER AND DUKE EARTHWORK SPECIFICATION, SECTION 31-00-00. FI LENAME: 2709523GRA. 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