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Home My WebLink About20160065 Ver 1_Application_20160115Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Rivenbark, Chris Friday, January 15, 2016 11:11 AM Brad Shaver (brad.e.shaver@usace.army.mil); Herndon, Mason AI-Ghandour, Majed N; Chapman, Amy; Collette, Karen E.; Fritz Rohde - NOAA Federal; gary�jordan@fws.gov; Joyner, Drew; Keith Hanson; Koch, Thomas K; Carpenter,Kristi; Lane, Stephen; Mathis, Stonewall D; Mellor, Colin; Staley, Mark K; Staples, Shane; Thomas, Roger D; Wilson, Travis W.; Twisdale, John W; Wilkins, Ronald B; Brittingham, Cathy Permit Application for B-4440, Brunswick County Follow up Completed The permit application for B-4440 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. A separate application will be submitted to the N.C. Division of Coastal Management at a later date. Chris Rivenbark Project Development & Environmental Analysis Natural Environment Section North Carolina Department of Transportation 919-707-6152 office crivenbark(cDncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 ,M II � �� , Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. iransportatian January 14, 2016 Washington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Mr. Brad Shaver NCDOT Coordinator Dear Sir: PRT McCRC7RY Covernor N[CHQ�.AS J. TEI'JNYSQN Secretary Subject: Application for a Section 404 Nationwide Permits 23, 13, and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 163 over Mulberry Branch (Swamp) on SR 1349 (Bridgers Rd) in Brunswick County, North Carolina; TIP No. B-4440; Federal Aid Project No. BRZ-1349 (1); The North Carolina Department of Transportation (NCDOT) proposes to replace the 41-foot, 2-span Bridge No. 163 with an 85-foot, 2-span bridge. Bridge 1Vo. 163 will be replaced on the existing alignment while traffic will be detoured off-site during construction. Permanent impacts to riparian wetlands are 0.08 acre. Please see enclosed copies of the Pre-Construction Notification (PCN), Jurisdictional Determination Form, stormwater management plan, utility drawings, and roadway plans for the above referenced project. The Programmatic Categorical Exclusion (PCE) was completed in October 2012 and distributed shortly thereafter. Additional copies are available at the NCDOT website: http://207.4.62.65/PDEA/EnvironmentalDocs�. This project calls for a letting date of August 16, 2016 and a review date of June 28, 2016. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: This project was processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by NW 23 for bridge construction and NW 13 for bank stabilization. Section 401 Permit: We anticipate 401 General Certification numbers 3891 and 3885 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental and 1Vatural Resources, Division of Water Resources. �Nothing �Cornpares�,� State of North Carolina I Department of Transportation � PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F CAMA Major Permit: An application for a CAMA Major Development Permit for this project will be request under a separate letter. A copy of this permit application and its distribution list will be posted at the NCDOT Website at https://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact John Merritt at jsmerritt@ncdot.gov or (919) 707-6140. Sincerely, / -= =��ii//__ _ _ .�cjr Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 23 13 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 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 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑ No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes ❑ No 2. Project Information 2a. Name of project: Replacement of Bridge No. 163 over Mulberry Branch (Swamp) on SR 1349 (Bridgers Rd) 2b. County: Brunswick 2c. Nearest municipality / town: Shallotte 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_4440 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6140 3g. Fax no.: (919) 250-4224 3h. Email address: jsmerritt@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 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: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 33.977221 Longitude: -78.399292 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 6.80 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Mulberry Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C;Sw 2c. River basin: Lumber 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: Existing conditions at the site include maintained/disturbed roadside shoulder and forested areas. Land use in the project vicinity is predominantly forested with some agriculture, and light residential development. 3b. List the total estimated acreage of all existing wetlands on the property: 0.57 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 200 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replaceing the 41-foot, 2-span Bridge No. 163 with an 85-foot, 2-span bridge on the existing alignmentet. Traffic will follow an onsite detour during construction. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: 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: NCDOT Name (if known): Chris Underwood Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. May 11, 2011 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ 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 � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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 jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T Site 1� P � T Fill Riverine � Yes � Corps 0.05 ❑ No ❑ DWQ Site 1� P � T Excavation Riverine � Yes � Corps <0.01 ❑ No ❑ DWQ Site 1� P � T Mech. Clearing Riverine � Yes � Corps 0.03 ❑ No ❑ DWQ Site 4❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.08 Permanent 2h. Comments: - There will be 0.8 acre of hand clearing due to aerial power line 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 Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1❑ P� T Bank Mulberry Branch � PER � Corps �� Stabilization ❑ INT ❑ DWQ Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 71 3i. Comments: Impact due to interior bent pile is < 0.01 acre 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 individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ❑P�T 01 ❑POT 02 ❑P�T 03 ❑P�T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction roposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporar T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is 44 feet longer than the existing bridge. The removal of existing road fill for longer bridge and increasing bridge opening will improve hydrological conveyance and wildlife passage, and reduce bridge opening velocities. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction will be top-down. Best Management Practices for Construction and Maintenance Activities will be implemented. 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? If no, explain: Compensatory mitigation is not proposed due to minimal im acts. 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: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 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: ❑ warm ❑ cool ❑cold 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: EEP acceptance letter forthcoming (request letter attached) 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. 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 � 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: 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 � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � 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: See attached permit drawings and stormwater management plan. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ 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 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No N/A 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 ❑ 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 � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � 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 additional development, which could impact nearby downstream water quality? � No 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. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 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. not applicable 10 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 � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NCNHP, USFWS website, field surveys 6. Essentiai Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 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 � 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? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �� Richard W. Hancock, P.E. -- Q j��' 2��6 ApplicanUAgenYs Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is rovided.) 11 �o�a � � �� + �+ ��+ �+ �� WILMINGTON DISTRICT Action Id. 2009 1814 County: �runswick U.S.G.S. Quad: Shalotte 1�10'I'�F�CA'�'I01�1 OF JiJ1�SDICT'IO1�AL DETEI�I�TAT'�O�T Properry Owner/Agent: IoTCDOT Address: attn: Chris Underwood, NEU 15981l�tail Service Center Ralei�h, NC 27699-159� Properiy description: Size (acres) +/=5 Nearest Town Shalotte Nearest Waterway Mulberrv Swamp River Basin Lower Pee I)ee USGS HUC 03040201 Coordinates N 33.97713 W 78.39927 Location description The site is located along Sid 1349 in Shallotte as it crosses 1Vlulberry Swamp at Bridge 163, Brunswick County. Indicaie Which of ihe Follo`vin� ESy�plya A. I'reliminat-y I)eierm�nation _ Based on preliminary infortnation, there may be wetlands on the above described property. We st�•ongly suggest you have this property inspected to detennine the extent of Department of the Army (DA) jurisdiction. To be considered fmal, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Prob am Administrative Appeal Process ( Reference 33 CFR Part 331). �. Approved I)et�r�eination _ There are Navigable Waters of the United States within the above described properiy subject to the pennit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X There are wetlands on the above described property subject to the pe�mit requn�ements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notifcation. _ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered fnal, any delineation must be verified by the Corps. X The wetland on your properiy have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this stu•vey should be reviewed and verified by the Corps. Once verifled, this survey will provide an accurate depiction of all areas subject to CWA jiu-isdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed r._ ..•,__ �,�___�• - - a r••__..._ � uu,.a r....:,,a•,.u,...,.� r.., a......,, •a,.a �-_ Pd�vvi� I°ILiJ� 11vZ yeaiS. a ue u�uaeCatlGia e3 d Cjid CJCIdLCU V!d d� l�'U1 G J GII6ILIGU JUL IJLLICLIVIIdI 1 CaILLI GJ �i �Jiucu v� attached. There was one change to the submitted ,TI), VVD was not considered to be wet after a recent field review. The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law ar our published regulations, this determination may be relied upon far a period not to exceed five years from the date of this notification. _ There are no waters ofthe U.S., to include wetlands, present on the above described property which are subject to the per7nit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. Page 1 of 2 Action ID: �,g-1� � �/ y X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC at (910) 796-7215 to determine theu• requirements. Placement of dredged or fill material within waters of the US and/ar wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact �rad Shaver at 910-251-461 L C. Basis �or I)eter�inataon The subiect area exhibits characteristics of wetlands as described in the 19�7 Corps I9elineation Manual and is abuttin� a perennial channel locallv known as Mulberrv �wamn that ultimatelv emnties into the Shallotte River, a navigable water of the �JS. De lZemarks The site was originallV visited on 9/22/2009 at which time comments were generated for a potential bridge replacement proiect. Post a site visit on 5/11/11, the feature labeled WD was considered to be non iurisdictional as it did not possess characteristics as described in the 1987 Corps I)elineation Manual and regional supplement. E. Attention ITSDA Pro�ram Part�cipants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/detennination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Fo Appe�l5 I�lfort�l�ta011 ('I'his information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this detennination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn: Brad Shaver, Project Manager, Wilmington Regulatoiy Field Office 69 Darlington Ave. Wilminb on, North Carolina 28403 In order for an RFA to be accepted by the Coips, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by 7/11/2011. **It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this coirespondence. * * � �� Corps Regulatoiy Official: �;�� Date 5/11/2011 Expiration Date 5/11/2016 Copy furnished: Mr. Stonewall Mathis DEO, Division 3 5501 Barbados Blvd Castle Hayne, North Carolina 28429 Page 2 of 2 H��,,�,��, North Carolina Department of Transportation �tarm�vater ,,,,, , Highway Stormwater Program ��_ STORMWATER MANAGEMENT PLAN ``�--��°°�'"p4 (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 38367.1.1 TIP No.: B-4440 County(ies): Brunswick Page 1 of 1 General Project Information WBS Element: 38367.1.1 TIP Number: B-4440 Project Type: Bridge Replacement Date: 9/10/2015 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: Craig A. Freeman Jr., PE Address: NCDOT Hydraulics Address: NCDOT Hydraulics 1020 Birch Ridge Road 1020 Birch Ridge Road Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919-707-6707 Phone: 919-707-6721 Email: patkinson@ncdot.gov Email: cafreeman2@ncdot.gov City/Town: Shallote County(ies): Brunswick River Basin(s): Lumber CAMA County? Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 597 feet Surrounding Land Use: Commercial and rural residential Proposed Project Existing Site Project Built-Upon Area (ac.) 0.6 ac. 0.4 ac. Typical Cross Section Description: Two lane roadway with 12 foot travel lanes and 4 foot paved shoulders. Proposed Two lane roadway with 12 foot travel lanes. Existing bridge width is 24 feet across. bridge width is now 45.5 feet across to allow for future sidewalk installation. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 6,432 Year: 2036 Existing: 3,792 Year: 2016 General Project Narrative: B-4440 is the planned replacement of bridge 163 in Brunswick County. The project lies within a CAMA county but no CAMA wetlands are involved. The existing structure (Description of Minimization of Water over Mulberry Branch is a dual span bridge with RC floors on I-beams with a total length of 41'. The proposed structure will be a dual span 21" Cored Slab structure with an Quality Impacts) overall length of 85'. The final proposed structure does not require deck drains. All stormwater drainage structure outlets were designed to be placed outside of wetland boundaries. 3:1 fill slopes were used in wetland areas to minimize impacts. Waterbody Information Surface Water Body (1): Mulberry Swamp NCDWR Stream Index No.: 15-25-2-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � •� � V � � O V See Sheet 9-A For Index of Sheets See Sheet 9-B Far Conventlonal Symbols �� !L 1L'e �ll' �� ll �� `� � 1l V V � 1S � BR U1�S WICI� CO U1�lTY PERMIT DRAWING SHEET 1 OF 8 LOCATION: REPLACE BRIDGE 11I0.163 OVER MULBERRY SWAMP 0111 SR 1349 WETLAND AND SURFACE WATER IMPACTS PERMIT TYPE OF WORK GRADING, PAVING, DRAINAGE, � STRUCTURE a�� B-4440 38367.1.1 BRZ-1349(1) 38367.2.FD1 BRZ-1349(1) �� B6CRIPTION P.E. WW & UTIL. �e��'�'�i�l�E�r��'�;, ��i�►��R��`" �,�, rr�ti�1'�'�►��`��,��,�,��,�� ,� +�l��,�� r THIS PROJECT IS WITHIN THE SHALLOTTE MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 70 5 0 70 20 PROFILE (VERTICAL) DESIGN DATA ADT 2016 = 3,792 ADT 2036 = 6,432 K = �� % D = 55 % T = 7 % * V = 40 MPH *( TTST 1% + DUAL 6%) FUNC CLASS = ROCAL SUB—REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4440 = 0.097 MI LENGTH STRUCTURE TIP PROJECT B-4440 = 0.016 MI TOTAL LENGTH OF TIP PROJECT B-4440 = 0.113 MI Prepored ln 1he Offlce of: DIVISI0111 OF HIGHWAYS /000 Birch Ridge Dr., Raleigh, NC 276/0 2012 S7'ANDARD SPEC7F7CATIONS HYDRA ULICS ENGINEER P.E. S7GNATURE: RIGHT OF WAY DATE: GARY LOVERING, PE ROADWAY DESIGN ENGIIVEER FEBRUARY 19,_ 2015_ PRo�Fcr eNc.rvFEn LETTING DATE: SUSAN C. 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SEE PERMIT DRAWING \ ` � //� �� A �� 1 � � �� r- � ��\ //' — � � � , � �- � i � ) SNEET 4 OF 8 FOR � � " � �' � � � � % a�,° /,�-� � \ \�\�I�� ENLARGEMENT �� I V A � � _ _ � ` : ,� �� _ � � �, � �?� \ 1,��\, � � � . _ \ � I \ � �,� �\ `�� '� �� 'i � -_ _ ji \ � � �1 \\� ��1� >�,\ 1 � � _ � , � _ �,\�, ��.� � � �'� � \ ��1�\��1�\\\\ � � � \� � �� \ �� `,,,�_�,� , \ m � � \ � �� ` � �V�� 11�\ I I � � � � � � � — �,a_ , � 1 �� i <� . � �� 1 \1!��I�II � j � � `� � � � - � �' �� A �oo ��o � � 1��.� ��1 V��\\V � � � � � ,'� � � `, `� \\\ V � \ � �� RAPH�� s�A�� \\��>>%l � � / � — , .� �� — — � �,� � � � / � � �—�� — � � � � � , /�/// � � \ \ � / �� \ �� '_ A ' \ � � � � i � � �� _ ,� , - � - �� , � i �� '_ � � E 0 0 N 3i E L Q � � � _ � 0 � � � m � � �3 0 � � i a `c � E � 0 � .� c w I N F � � W d V .' � C O �e 'O �O � T = � � � ; �, o j � � o r�r 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. N ��1� 8-4440 X-1 � 5 1 1 1 1 5 P R I WIN ' S EE F 8 � .020 .02 � ' -- — :� _ � ' io�o -- — ---�— -- -- _. —._ , , — � - — - — - - � — —_� ._.. — — —� --- — _ — _ I � I 0. 03 I .02 i I _ _ -; —. 3 _ . --- — — 1 ,_ — -- ---- -- -- -- __ __ , _ -- _— _. _ -- — + o.o � � � _ -_ _ _ � 3' _ _ — ? �� 1.89 I 13 19 � � i i �' � 16 + 0. 0 9. 4 � � � � � - Y � r r i� � r 3 3� 3'� _ I ' .OS _ ,_ �— T —_ -- -- — i — — 3 � j ,]$ 1513 � i � I ' � 16 + 0. 0 ; ,� � ; - ; � �. 0.54 -- -- — — —. , - .-�s _ � _..�_ _ 3� � — 3 — — — — � — 15 91 — 3 � - i i � — � 15 + 0. 0 �.14 � � B I P EC L— A.1 + 0. 0 � � � � — � — — — -- -- � —�— �-- -- -- -- — — -- -- --y -- �, i , , — — U> �� ,�� 15 + 0. 0 �� Q �z �� w �� s s s � , i i i s T 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. N ��1� 8-4440 X-2 � 5 1 1 1 1 5 P R I WIN -� �-- - 3 � 3.� S EE F 8 � �� 1096 � _ _,_ � i i � .�� —. .11: -- -- -- —? :1 _. io5� �� I 1 + � � - -- �,� -- -- .16 r ' BR D E-L T. 1 3.0 � , : � � � � , - - ', � r r r i� � � —} — — — — — — _ _ n— — I � � i �--- —_ � � . j — — _ ,� _ s 0. 4 — i I � I ; � � % — .9 _0 — — � � _— _ _ __ _ — —. � , s � 9. 5 � � ; . � _ _ � — -- _ _ _`_` _ —. � / � — — — — — — — — — — — — — — — — — � - B B I -- T. 4. i � 0 020 .02 � �� _ _ � � to is — — � � � -- -- � -- '— -- — __ � — -- -- � 7 � � + �� ,�� Q �z �� w �� s s s � , i i i s C a7 � Q T � O � d' d' m N L77 C .3 a 0 i a c m E c 0 .� c w N H � � w a N U 7 � a o�� C °. _ rn E� P D CN EG ND PROIECTBR4A4O E NO. SHEE5N0. d � LEFi D� CH —'' ' ROA NGINEDRSIGN HENGINEERS RlG T D TCH - - - - - ]PI81E]Ld�dN lfB�Y 11➢]L�ilNS DO NOT lrSE FO CONSTRUCTION I � ER I I I L= 12. 0' EL 11.06' C 1 9' VC = 1 9' i = K = 64 = 40 mph I V 40 mp 1 45' @40 21" COR D LAB 40 S EW = 90 D GRE S 40 B GIN GRADE -- S . 15+80 00 _—. — — — EL =1 .03' E D RAD -L- STA. 21 + 5.0 _ -- — EL =13 72' 30 30 EGI B IDG E D ID E _ � .— . � = = - — —. L- _A. 1 + 4 . - I 1_� _34_ 5 _. � � 20 � � 20 �` 10 � ,3J �_ �� ( )0.3 26% I (-0.30 6% + .714 % � � +) 72. � 10 � I II l J�� - -- ----� !12 � I� � O C SS II R P RAP � t} � O � tl' � KEY IN 3 'TYP. �I . ( � � O ' �I p EXC VATE AND EMO E � .�. _�� EXI TING ABUT ENT ND RUT I� DI 'F ^a � I� � � O� W � BE T TO ELEV. 5.0' PPRO . 52 I �O �i I � Q* 1j � M ST UCTU E PA ITEM / - °u� PFF II 11 lV � V � 2� x 1 N 5=2 9' (M . 19. 014) / uur aeHr � �I I� � N caurcr+ eeNr I. � W I W~ J ~* � � C SS II P RAP * 2 � .. R1�W � u Y I ' TY lV � I�"2 OO E CAVA E AN REM VE d � . i°l y, g h � p ENT T ELE .=5. 'APPR X.8 Y � 2,� j � ( TRUC RE P Y ITE ) m� W � 5 RU TU E D AU lC AT DES N SCH E _ l 00 CFS DES N E EVA lON = 7 FT ,„ _ —.. _ 8A5 Dl H . E _ / 00 GFS - _ _ _ BAS FR OU CY = l YRS OVE TOP lNG /SC ARG = J00 CFS OR -L- LAN SEE SHE T 4 � —... _ OVE TOP lNG RE EN = + YRS __ _._ ._... "' OVE TOP lNG LEV Tl0 = l 2 FT Z OR STR CTU E PL NS SEE HEE S 5 TH OU H S? �� I �� 10 11 12 13 1 21 22 23 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- Sta. 16+87 to 19+10 Roadway 0.05 < 0.01 0.03 1 -L- Sta. 18+91 to 19+06 Bank Stabilization 71 TOTALS*: 0.05 < 0.01 0.03 71 0 0 *Rounded totals are sum of actual impacts NOTES: Bridge pier permanent surface water impacts <0.01 acres. 2013 10 24 8-4440 NES �arrative Utility Owners: Power (Distribution): Brunswick EMC-contact Telephone/CATV: ATMC-contact Water: Town of Shallotte-contact September 22, 2015 Josh Winslow 910-755-4080 Josh.winslowCa�bemc.orq Phil Hill (Byers Engineering) 910-279-7499 bversphill(a�qmail.com pshill(a)atmc.net Albert Hughes 910-279-2766 shallottepwdCa�atmc. net Water: Brunswick County Public Utilities-contact William Pinnix 910-253-2408 William pinnix(cDbrunswickcountync.qov Sanitary Sewer: Town of Shallotte-contact General Utility Relocation: Cory Sumner 910-520-4473 Corv.sumner(a�brunswickcountvnc.qov Albert Hughes 910-279-2766 shal lottepwd(�a.atm c. net All utility lines inside project limits currently within construction limits will be adjusted as necessary or relocated away from construction before project is let. Existing Utilities: Power (Distribution): Existing power lines run overhead on poles crossing SR1349 from the south side to the north side at Station 22+00, then runs along the north side of the project and parallel to SR1349 and near Station 16+90 it turns 90 degrees and runs down an easement behind the movie theaters. • Telephone & CATV: Existing copper telephone lines and cable tv lines run underground, one each along the north side and one each along the south side of SR1349 with three perpendicular crossings, cable tv at Station 15+90, telephone at Station 16+75, and cable tv at Station 18+10. B-4440 NES Narrative Sepfiember 22, 2a15 • Water: Existing 6" DIP on the south side and parallel to SR1349 and under existing pavement from the beginning of the project to approximately Station 17+50 is abandonned. Existing Brunswick County 24" DIP waterline which is the main feed to south Brunswick County on the south side of SR1349 inside of its own 31 foot easement, outside of existing pavement. Existing Town of Shallotte 12" AC waterline on the south side of SR 1349 and under pavement from the beginning of the project to approximately Station 17+00. • Sanitary Sewer Force Main: Two existing Sanitary Sewer Force mains on the north side of SR1349, both outside of the project limits. One crosses the road perpendicularly and runs down the west side of a private driveway at Station 22+20 and one that remains on the north side of the road and stops at the movie theater property. Proposed Utility Relocation: • Power (Distribution): Overhead power lines and power poles will relocate to a position 10 feet farther north and parallel to SR1349 to avoid conflict with bridge construction with an additional 15 feet of PUE and tree clearing. The relocated power line will cross SR1349 diagonally at Station 22+25. Telephone & CATV: proposed telephone and cable tv line will be direct bored under the stream on the north side of SR1349 from Station 16+90 to Station 21+25, one foot inside of the new right of way line. The existing telephone and cable tv lines within these stations will be abandoned in place. • Water: 593 linear feet of proposed 12" DIP Town of Shallotte waterline will be installed with 417 linear feet of trenchless installation by direct bore under the stream on the south side of the project from approximately Station 15+80 to Station 21+80. The existing 6" DIP Town of Shallotte waterline has previously been abandoned in place. The existing 12" AC Town of Shallotte water line within the project boundaries will be either removed or abandoned in place. • Sanitary Sewer Force Main: Existing Sanitary Sewer Force main is not in conflict and will remain in place. � h • � � V � � O V ��i��i�i�: ��>i� .��>i��i�i-i ��i��>i.i��-� i�>i��i�i��> � ��i�� iii�;i.��_�� B� �L �( S��CI� CD �L �( T Y Sheet��! -of a`1 ng I � I ' ' ' ' : ' I I . I ' . . . S'"�� ►L!\`1 % ' ' ' ' � ' ' ' - , � • / �!►�'w ;,�'�I��1/r��i�'�'�;. .��1►��i�i �i�►�Ij��►'``��',�� r--�tr ��r��: ��"'�.�� - , , • • - . - - � � - - • • ��,,,,�► THIS PROJECT IS WITHIN THE SHALLOTTE MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. FRELIMINARY dDLANS DO NOT U96 FOR CONBTRUCTION GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared ln the Offlce of: 1Y1'DRAULICS EIYGIIYEER ADT 2016 = 3,�v2 DIVISI0IV OF HIGHWAYS 50 25 0 50 100 ADT 2036 = 6,432 LENGTH ROADWAY TIP PROJECT B-4440 = 0.097 MI /000 Bir�h xtdge or., eale�g��, ivc 2�6�0 4�0gi k9BPps4 K= 11 % 20/1 STANDARD SP&C7FICATIONS �@ �o� PLANS D= 55 % LENGTH STRUCTURE TIP PROJECT B-4440 = 0.016 MI P_E, � _ s 50 25 0 50 l0o T— 7 %* RIGHT OF WAY DATE: GARY LOVERING, PE srcxarur�: 9 0 V= 40 MPH TOTAL LENGTH OF TIP PROJECT B-4440 = 0.113 MI FEBRUARY 19 2015 �'ROJF.CT ENGINEER ROADWAY DESIGN ErVGINEER ��$P e0@aP PROFILE (HORIZONTAL) *( �ST 1% + DUAL 6%) �� p��B l0 5 0 l0 2� FUNC CLASS = RURAL LETTING DATE: SUS AoecCD�LAN EAS EER, PE LOCAL AUGUST 16, 2016 PROFILE (VERTICAL) SUB—REGIONAL TIER SIGNATURE: PE m � � u N � a O O Z 0 0 � h O z 0 a 0 0 a 0 a � � N � z 0 N Z w O � r w > � Q U' � � � � � Q� vm O Q � J o O �`.'% azN � vw zo3 �Q� a o 3Nz > � Z 0�0 a�� 000 omLL � V � � .. .. o�� >[YOO C' N N �� o � � a SITE 1 - HAND CLEARING (ACRES) = 0.076 - FILL IN WETLAND (ACRES) _ <0.01 ONE POWER POLE ! \�:''�\ �� BEGIN TIP PROJECT B-4 —L— POC STA 15 + 80.00 BEGIN CONSTRUCTION � \� —L— STA 15 + 03.50 � �. � ABANDON CABLES � ��/� � � \�\ � � PROPOSED HH � �8 � � DENOTES HAND CLEARING � DENOTES FII.L IN WETLAND � iz� "" ' �� STORE MASTER F �LLC � ( DB 336 � 0 Q � � }o/ j � a�\� /�// % cr � /. � � 6 . j �; ,�`�<P�y BEGIN ATMC BORE G �� - e�°� STA/ 50+00 '� pU pR/L �` \6 • 'v A q� �� Fo�°<�Fsar � �a� �Ci � BANDON CABLE h? 2/ .' +. Cd fl� ryDPE 4 e�-/ 0 a � � �F4 - � _ - e/ X4 __ � c� � — � — -1F��,` . � � oi �% —X p ��< ,..5�'� iA— I— .oi _ _ � / \�� x � �j /�� /% 1 Q � // / / � � E 0� a �i�/� � //� � ' / / // ,/��°��/%/�� f ti / �//�//�5��/// / E/: C� / � j� / lf/n/ /; . e/SiA� / / C; / // .O / �/ ,�a� � � LOWES HOME CENTER INC. � DB 1356 PG 456 : � /e�� ; PROPOSED CABLE BORES No � P�� G�p �N�� No jyN \cFS PR�P�� BEGIN WL BORE STA 0+42± SEE PROFILE ON SHEET 5 Pl Sta 14+29.22 0 = 52' l6' 42.0" (RTl o = io� oa oo.a� L = 522.78' T = 28/J7' R = 572.96' -L- � , � � • I� : �• •� � �� '� �• I �u .. � �.:� �. �. � � ��.. ,.��.� fr .�Ys�,�.s �� ,'�� 11 r� ` �+,�L �r"ii4i$'i� i�� aw��+��. � �i�+.�� iii�■ �� —r —��::y� � iii� • P i11I i �� 111ES PERMIT PLAIVS (September 22, 2015) PROIECT REFERENCE NO. SHEET NO. 8-4440 4 RA"/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I'RI'sLIMII�T R�' I'LANS DO NOT U6% PO CONBTRUCTION Utility Permit Drawing � ATMC CABLE TO BE BORED Sheet '� Of_� SEE PROFILE ON SHT 5 j O � N � ' — �� i NEW OH POWER ALIGNMENT. � � - ; ; SEE PROFILE ON SHT 5�- '' ,- � , ,I O ' ��I / JERRY DANFORD END TIP PROJE B-�4' �4 y q29 9�E oa zae Pc 3z9 —L— POT STA 21 -F �';•O �� r NEW POWER POLE I 1I Y � !1 � � � y- / e_. � 1 y. y -p �/ ; X � � \ \ \ � � � � i � I � I � _Y i � � � � ' `e ABANDON CABLE � %x / � � i' i Y �� wo s �w� � � i' END ATMC BOR �� ' � � � �' STA 54+40± H��s � ' i � � � ,� � � 5, PROPOSED HH "'� �;� ;/ � � PUErv UE E HH pU ++ocos � i i i .E� _._. : �n,i/ Q� r ` P_/��—` E POWER POLE �"TE }%^' x Ensnv- vr 1 ^ _ --- . .�jC—a--3E� � '� ° - - �� ,�..��-.,r�:✓�-� � x_ � --X -1( ---x '�� _- —_ -- ,� _. , k\ _ X- _ ___ END OF G' R I399 BRI £RS RO � �- •�_` � , o ---f. --.2'pc 1 — - _ — --_--x� _ _ _ y��l�r-'. u�r•- i IS RC � _ _ — _� — : ,_ �\\ W�ti t _ � I . CI � ._�_ _ __— � / i W/ T — --_ —T_ \ 7q'qCp\ � P � ��0 i� r,� ��Z��C��,�, �� \ "� �� jj�aR -- —�__e`.� � _ — — — � _ .c p-pE o4o QO� -� . nn� }i �� '� \� \` \. \ � � y Y _ 29' P _—_ ' .. zvr�� GATF �� i� � � ' \ � � } ABANDONE�D�� C�4TV -� - _ _ _, "'�c: �� ' c, \ � \ \fl � ROUTE i � � y � � � . `� � - �_ - Rf- °a- _ _'° aA.s�k, wA� E�'�`'�,�� TRENCH WL � �'p \ �L �O 1 � � � \} � �9�F �� n � T — — � — • � —_� \ o�; � � r JOHN D. WARD. etal � � �! �. � � � �-m- ��—�?�� —"— -t — 29• oiP_ � � DB 3345 PG 293 � �� ..W . i-nwN f� �� .. �\� �_ w oENSE �RusN � z�"�`�'��, END WL BORE STA 4+59t ` � � � Q �, a � � ,,�,� SEE PROFILE SHEET 5 r� ��0 6 N PT Sto. 16t70.8 y � � ��ti6� L„� �- ..trw,�. .. ��\ 1i1 � � � � Sto. �t47.83 �,''� � � F�} � . \p �\ Q �N s� � � , � `, �1 � F� � F Z ABANDONED CATV ROUTE. �"r�. �, `,£� �i � p�36' CP _' � �es 1 � � �'' �} � �'� �, � N\� ��\\ o --__36" HDPE __-. - O �.,L °� �� 1 `\\ �� } � � `\I _ - � � \ � T. EARL HUGHES, etal � I \�.�i �'1 � � �3 � � \ '� �; DB 430 PG 275 ,4 i � ; ��h , � �^ � �\ \\ � � � ; `,\ M� PT Sto. 25+49.95`� � �, �,� � / \ � � ��` `i �} � � i � \ X � �� V� I i � � � �� \ � ' � 1 � � �� , i'/i + �} � � � �\ �� eses � � r� � �} ; ; Pl Sta 24t03.47 � = 33' S6' 28.7" (RTl o = ir i4� o4r• L = 302J2' T = /55.64' R = 5/0.00' SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT 1 ,, ° � � � ;! F GRt�U 350 � �%�� 1� ■�� END BR�� , `' `'` i + � � t� � �� ' - - + . �'�,, '� � � ; � F�z, 8:1 PS TAPER � � � GRAU 350 '�� .' �' �� ; -----'�, GRAU 350 TYPE-III I°i TYPE-III GRAU 350 0 (NOT TO -a.- i9+aa.os aur �APPROACH SLAB FOR -L- PROFILE SEE SHEET 5 FOR STRUCTURE PLANS, SEE SHEETS S-? TO S-? WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln 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 Aerial Power line -L-17+02 TO 19+12 0.08 � -L-18+16 Power Pole <0.01 TOTALS: <0.01 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 Note : Utility Permit Drawing Sheet y of y Revisetl 3/3t/OS •� See Sheet 9-A For I ndex of Sheets See Sheet �-B For Conventlonal Symbols �� ' � � \ �. � \ �� i, ■ �, I� =I `r`�` ., �\ ��" � II) Ii � I I C�)' . C�) I '� I I i i • LOCATI01�: REPLACE BRIDGE 1�0.163 OT�ER M ULBERR Y S WAMP 01� SR 1349 TYPE OF WORI�: GRADIII tG, PA T�I1�G, DRAII�A GE, £� S TR UCT URE �j� \ //,i' /�i/ � �� ✓<� /� ji��J / �� /� � <�' � ��'`\ �\ \ \� \\ \1i \ � �I �� //��i /�) /� � \� �/ � \\ /� �� C�� / �/i � \ � �/ / /�/�) � <�/ �/ /Bl / � / ` \\� � / � -L- S % rr � � ��\ /i �%,� �� / ji��\ \�/i �/i/ /�j � % i � r `� ii�� I j� ��/ �� \�\ ' � � / j�i�� //� � \ - i� / � ��%� /�/i l �� \ ,/� //�✓� //�� i / \� �/// �/ �'� /' ,� ��`� �( � / � �� / // \ / / �_ � / � � \� �\ \ � � // / � \ \�\ � � � �� BEG 1'� TIP I'�O ECT B-44 /�� —L,— STA.1� + 80.00 / �� , � �� , �\ � � �� '`^�o , / ,� i� � � / �G / � � �/// �\ / � % / / ,�O / / �' �% � / � �%/ � � �� / �( � � � � � / \ �%'/ \ � � \\ � �� BRIDGE .18 + 46.67 THIS PROJECT IS WITHIN THE SHALLOIiE MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. ' L � \. BRI � � W E1VD BRIDGE -L- STA.19 + 34.05 1349 BRIDGERS ROAD �, o �, �o ,, ,, , , a � ,� , �, � �, �� , ?� Q � , �, Z� � � �, ,, �, �, �, �, �, �, �, �, �, �, �, �, �, �, �, �, -----___�� l � � 1 �� i �'-----� T� [� � � � �� >> �\ \ � �� , � , � � � �, � � � ,� � �� , �, � ' ' E111D ,� ,� , , —L— �� ,� � �� ` � \ � � � \� � I i �� I �� TIP PROIECT B-4440 STA. 21 + 75.00 ]��$]E]L��l[�NAt][$iY ]�ILAIN� ID� N�'1[° USE F�IB C�NS'J[°IBUCTI�N Prepared In the Offlce of: HI'DRAULICS E11tG711tEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH ADT 2 016 = 3, �92 DI T�ISI01� OF HIGHWA YS 50 25 0 50 100 ADT 2036 = 6�432 LENGTH ROADWAY TIP PROJECT B-4440 = 0.097 MI l000 Birch Ridge Dr., Raleigh, 1vC 27610 �� ►��y�� K = � � % 2012 STANDARD SPECIFICATI011IS �� Q� PLANS LENGTH STRUCTURE TIP PROJECT B-4440 = 0.016 MI P.E. � � 0 5 � 2 5 � 5 0 � � � = o SIGNATURE: � � T 7 %* RIGHT OF WAY DATE: GARY LOVERING, PE �' � V= 40 MPH TOTAL LENGTH OF TIP PROJECT B-4440 = 0.113 MI FEBRUARY 19 2015 PROJECT ENGINEER ROADWAY DESIG11l E1VGI11tEER �� 41� A�� PROFILE (HORIZONTAL) *( TTST 1% + DUAL 6%) l0 5 0 10 20 FUNC CLASS = RURAL LETTI11rG DATE: SUSAN C. LANCASTER, PE LO CAL AU G U ST 16 , 2 O � 6 I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER P�E� SIGNATURE: Note: 1 �lot to Scale *S. U.E. = Subsurface Utility Engineering BO U11lDARIES AND PROPERTY.• State Line ------ County Line ---- Township Line --- City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X 0 EIP � a ECM 123 x x— Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site �' Potential Soil Contamination: Area or Site � BUILDINGS A1�D OTHER CULTURE.• WLB EAB EPB :• � Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery t Building School � Church -v Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �----� �----� �s — BZ 1 BZ 2 o�-��--- � �' I' �� ' I' I ��' (� �� ° \ (�) I'� ' ' I I � �� I'� (� I , I :�' ��. II�' I�� I� I C�) .\\ C�)' I��' I� I I(1� I I �` .'�. �:� � � � � � i � RAILROADS.• Standard Gauge RR Signal Milepost $W11'Cil RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Contro) Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R�W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement �-I-�—f�---i--t--t-�- CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES.• Existing Edge of Pavement — Existing Curb — � 0 0 W . W i� 0 � W �^� � .- -' �� — �c� �-� �A, E -E- TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub ti ��i � * Hedge Woods Li ne � � � � � � � Orchard V i n eya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyard CONC J ��N� WW I � CONC HW }----------< � CB Os -s • • O /1 � .--a P - - - -P- - - - Existing Telephone Pole -�- Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T F° Designated U/G Fiber Optics Cable (S.U.E.*j- - - - -T Fo- - - � WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line Designated U/G Water Line (S.U.E. Above Ground Water Line O 0 � � -W� --w---- A/G Water TV: TV Satellite Dish C� TV Pedestal � TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� Fo Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line ----�---- A/G Gas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanitary Sewer Line SS Above Ground Sanitary Sewer A/G Sonitary Sewer Recorded SS Forced Main Line FSS Designated SS Forced Main Line (S.U.E.*) — - - - -F55- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • � 0 �s - ��T� - 0 UST 0 � 4 AATU R E.O.I. .• : � c � � � � � J V N N J W V � � 0 w � 0 0 z 0 m � � � N � F- � � � DETAIL A SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � `�'1 Fill Ground 3•� • Slope D Min. D=VAR Ft. FROM STA. 15 + 80 TO STA. 16 + 70 -L- LT DETAIL B FALSE SUMP ( Not to Scale) Outside Ditch / TrafFic Flow Z�' �� 2� �- GI �- $ - etc. S= Ditch Slope � Proposed Ditch FROM STA. 16 + 72 TO STA. 16 + 87 -L- LT � BEGI N TI P PROJ ECT B-4440 DETAIL C SPECIAL CUT DITCH ( Not to Scale) Front Ditch Natural � '3'� Slope Ground 3• j , D Min. D= 1.5Ft. FROM STA. 19 + 50 TO STA. 21 + 75 -L- LT I �� i �� \� � � �� \ � < �� \ � \ � � �� -L- P TA 1 + \ � oc s 5 so.00 � ,� o � � o � li BEGIN CONSTRUCTION \ � > % �i -L- STA 15 + 03.50 �� \� j�`�% �� \ \� STORE MASTER F Dl�jl� III. LLC �� / � , \� \ DB 336 G�6'�'0 / / \J \� /� / �� / / \ // % `� / / �/ (�\ � �/ ,/' �� i i� � � � \ /�% l/'� na� i �✓�� % O�� \ � o � Do Not Disturb �U - $2•�\\, /. � � � \ /� Retention Pond �� 4� / / /� � �� ✓� � � / � 62 .0 LT /Q/ � / � � o DETAIL D SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � '�'1 Fill Ground �?.� D • Slope Min. D= 1.5Ft. FROM STA. 18 + 94 TO STA. 19 + 50 -L- LT O N � DETAIL E SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Fill Ground �'.•� '�, Slope d D . B Min. D=0.5Ft. Max. d =1.OFt. Type of Liner= PSRM B=3.OFt. FROM STA. 19 + 10 TO STA. 20 + 50 -L- RT � 4 IW� e � JOHN D. WARD, etal o N DB 3345 PG 293 " n �Q� EXCAVATE AND REMOVE EXISTING � ABUTMENT AND CRUTCH 0.00 B E N T T O E L E V. 5' ' LT APPROX. 52CY � / j /� \� � � REMOVE DI,. 5. ' LT CL RIP RAP (STRUCTURE PAY ITEM) � � � -L- + 80.00 / � � � ES � 3 TONS �� Q �� /� ��d'�, 38.6T LT /� � S E�D AIL B ES .11 SY GEOTEXTILE �I � � \/ // � � , � �C' 43.00 LT 0 - - + 70.83 CLASS II z o �� / �� o�. � 43.00' LT RIP RAP Q u'� \ �� f�� / � i� �� SPECIAL TERAL � (STRUCTURE PAY ITEM) � � � \�� / � � / �/ %� ��L, \�� V ITCH SEE rn � - N w V \ �// /� � �P�� 'o �\� TAIL A °� � _ , WOODS �' ° u � \ �� i �, � � �_ Q o _ � 5 TR�NSITIO � I�° � � a \ /� / �� /� A�,MpR'�q ��< RETA� =0 15�� TAPER L . 0 °a- Z \ \ '� � i�/ �� i / \� �o� F� �� Fs �TT � n��q< � 2�� REMOV �` UE �� P N Z \ � C� / �P `ti, R i .� 0401 � � 1� 1� � p O � � ��? '� ., ��i� � `' P,�,�,�P� � sti`�\ g cB � �►�� __ +z vII, F � �- _ � >- '.'-' \ \\ \ �� U °P�`'� i�� O 6' � M E V1 DI R � _ 402 30�6- REMC�YE Q m `\�� , / / , % // \Nv _ 0 06 S� _ ��. � _ � 3 � \ RETR� DRAINAGE SYSTEM �% /� ,r� OVE - -_-___ xisTi c-s v�-P c cR 97E W � � O� /� / o �`oe� P,��' _ q HDPE � - � Z \ '�� /�/ � RET / � e�\� - � - - -� � - - _ � � � /�� J'" ' - r O � O � � � Q \\ �'�� S / � 15" HDPE "�� 'J'�;52. // �55 � � i DI � /� �H - �W � � II eRiocE Q � � � / RETAIN � / � � �QE � W\D Q Q Q �\cP, \ . � D� �� / / � � � 30„" j �/ 4,t, E �Sj � �"� 01 - _ -�rT�- 6" DIP ABANDONED IN P - _ - _ No. �es w wZ � \ � / �� / R�P%� / � - _w - w�e- -T- - - � `_ � � \G' \ �� C'� � e� / / � / R% / REM _ � _ � � Q p � \ � C��/ .�o �i � � � % / / R�C,� �P _ 0 _ - � F �� - � mm \ �� / /,�� j� �/ ��=�'� �� 2 IP � - - -� - < � � � � � E -BIM� _ 1 � V 0 = � � � \RETAI N'( � 0� / � ��/� � / / e %' / RCP . � R 18�+ �5 LT.�f. - _ � � Z � \ �S �� // �� , �15"� ` � �� Q w � � \ � � � \ Rrs % �� / i " � 85 � �- � 1 M�zp � �' � �� eee �' / / / �� -+so. o� B� 5 � - J � � . I \ /� �, / � �� N �\ \ 41.42 R� -L- +70.83 REMOVE EXISTIN BRID E � � '-'.' 0 O m � \� � \ �OQ F`� / � � � � ��_ ' � \ .00' RT� � � � \ V � _ „ A � � /�.. � ��' � R �A N � , 50.00' RT � +9oa24 Q Z � Q � -„ � � i �-A i � / / �� Pe �INAGE �� 0 RT � � �T -L +55.00 L � � 3ova�, � � � � W W � � � � / �� PS�.�� E SYSTEM ��, \\� � .00' RT " I � . p � / /� // / �� -L- POC STA. 1 + 3 .00 = � � -L50 0 RT' Z 3 -�' � ��- � \ JOHN D. WARD. e t al � Q Z� u.i �/ �// � �P��' / � __ -DRV- P(O�T�ST .\�,0� d.00 CL B RIP RAP DB 3345 PG 293 � �� 6 00 T QQ � Q ��/ / / , ��S�G�, � �� ' ��,c �� 1 �\ � EST. 2 TO S LOW DENSE BRUSH I � . 8s � M ZZ � / � i /- � \\ ,\ EST.7 SY EOTEXTILE I C 3 N N i 1�, R,s � 3 � -D RV- C S�� 10 + 2.19 � ,r p � � �� ` i � �� , � PT Sto. l6 +70.8 � W Z � ee� � / J � o� O Z � � ,�a� �G LOWES HOME CENTER INC. � � � ,� � / END ONS CTI01�J � Q w 3 � � / ,� P Q DB 1356 PG 456 . ,36„ \ �,s / Q � � 0 c, ��`' / � / �� STA 10 + 51. �6 �R�p \� � g M # �J � � 0 � `-�'� R / / � �� C�' � � ��\� � � � Z w w q�94 � / � �� / �� 36" R / � t� ` � � Q � p Z / Ro / � ' \/ �� / � \�\� HDpE _ _ _ _ �_ Q � \ 36„ � � � V ��`'�� / � / / � O� / IND JB �\�� _ _ - � �� . i i � � -�y� � � �n `� `n �,^ , � \ " � � � � / �,'��"� �% � \ � �6 / .�" � RETAIN� Z�� So �� y 0 � ._.... �o ' / o�`� � -- `p�\ � '� 0�� `�N�- � � v' z zz ��e / Qe� � �\ �/ 0-�� F G�S \ � � o 0 0 � �� ' �� o�s � � P�� Z w w w } / �� / �� -�� RETAIN � AGE SYSTEM � N�� R // \ � G/ Q�O�� \ � � �� R�4S � \�_� �� G� \� PC . 11+48.05 � / 26 36 � \ � i ,� i o �\ � � � � , � � � ' � �, �/ �� % / �� \� s � � ��OT Sto.10+00.00 � � � � �� j% �� \ \ � �� \�� ) � � \ � �� -� - � �/ �o� � � � � � \ � o �� Pl Sto 14+29.22, Pl Sto 24+03.47, � L \� �� 0= 5 2 / 6 4 2. 0 ( R T ) �= 3 3 5 6 2 8. 7 f R T J �� D= i0° 00� 00.0° D= li l4� 04.i° � � � � , _ , o� �� L= 522.78 L 302.12 N� �� T= 28/.l7' T= 155.64' w� `�� (� R=572.96' R=5/0.00' o � � �� . �i �3� ��\ �� DETAIL F SPECIAL CUT DITCH ( Not to Scale) Front Ditch Natural � 3'� Slope Ground �'.•) , D Min. D= 2.OFt. FROM STA. 20 + 50 TO STA. 21 + 75 -L- RT DETAIL G RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � Grade � 1.0' GEOTEXTILE J Type of Liner= CL II Rip-Rap STA. 19 + 11 -L- RT STA. 18 + 94 -L- LT PROJECT REFERENCE NO. B-4440 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER ]�l�]E]LIIVIINAI�� ]�]LA�NS DO NOT USE FOR CONSTRUCTION �; �� , �� o ', N �� , �� ' � / � ,x ,, �, �� , � �x �, CLASS II RIP RAP AT � � i EMBANKMENT SEE DETAI � � (APPROX.28 TONS, Y GEOTEXTILE) � � CAROL H. DANFORD, et a� E N D TI P PROJ E B-�4' 40 �S�E LATERAL V DITCH DB 3�22 PG �49 -L- POT STA 21 + � O � q �3'S�, DETAIL D �• � N g5� �X 2 EX�AVATE AND REMOVE EXISTING �� ,, y� ABUTMENT AND CRUTCH , "� �B � B�NT TO ELEV. 5' � � � APPROXy�83CY � � \ � � �STRUCTURE PAY ITEM) � � , �i ,� x � / � � 1L � � � � �� / � CL B RIP RAP w�e� �, � � ��T. TONS � � � , X � � ES��7 SY �EOTEXl`I�E � \ � i � � / � SP�CIAL CUT DITCI-�' � i / w00Ds ��<�E DETAIL C� � � ' � � X 1� / \ � � � /-L- + 75.00 � � � / 30.00' LT RUINS ' , � � \ � 50.00' LT � , � 62 00' LT �� "�j.+�� i/Ei�� i::: �!'►,,i� ' r� ■ �� g:; �'�'�iii i� i�,�! 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EST. 7 SY GEOTEXTILE �j� �i i � � � ° - w - � _ 24" DIP _ �j i LAWN 19+45 LT�RT. � � , � � � � � E -� � � CLASS II � , RIP RAP �'� `� � i i � (STRUC Y TEM) � � �- C 1 RIP RAP AT l�f� �� , �j � � StO. �+47.8.3 � � � EMBANKMENT SEE DETAIL G �\ �� .'�j � � (APPROX. 50 TONS, 74 SY GEOTE�ILE) � ;,� � � � � � `�r� � . \� 1�"`' � � � � � � � � �� `� �, � �' � � o � ,� i �\ . � �' � � 6 � � � � � ` � � � T. EARL HUGHES. etal � � \ �� DB 430 PG 275 � � � � � �� PT Sto. 25 +49.9� � � -� � � � � / ��i � � � � i -� � �, � / / � I 1 � � / � / � � � �/ \ � 1 � � �'' �/ // \ \\ �� o ,, �' � � �, / / � � � ��,, ��' � � i� � � , ' �, �, � � �� ,i � � � ��, �� / i� � � �, � , ,� , , , � , �� i � _ � =,�- � � � � i ,�, ,. , ;, , , � � � � � � � � � � � � � ,, � � r- APPROACH SLAB =0R -L- PROFILE SEE SHEET 5 =0R STRUCTURE PLANS, SEE SHEETS S-? TO S-?