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Home My WebLink About20160752 Ver 2_401 Application_20180219�7��V/II AECOM 910.6672391 tel 201 North Front Street, Suite 509 910.763.8289 fax Wilmington, NC 2&901 February 6, 2018 FEB 1 5 2018 NCDWR, Transportation Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: New PCN - Old Fayetteville Road Multi-Use Path (NCDOT TIP U-5534D, SAW-2014- 01447) Leland, North Carolina To Whom It May Concern: O� behalf of the Town of Leland, AECOM is submitting a new 404 permit application package to request written authorization for use of Nationwide Permit 14 for the proposed Old Fayetteville Road Multi-Use Path. The project received written authorization from Mr. John Policarpo, USACE, on July 29, 2016. However, redesign was required in order to meet NCDOT design requirements which resulted in revised wetland and stream impacts. The previously submitted project details remain the same with exception to an additional stream impact at Stream C associated with a rip- rap flow diffuser below a stormwater culvert that flows into Stream C. The proposed wetland impacts result from fill slope for path construction and rip-rap apron flow diffusers placed downstream of culverts and total 0.058 (an increase of 0.024 acres of wetland impact). The proposed stream impacts are associated with culvert extensions and stormwater flow dissipation and total 82 linear feet (an increase of 69 linear feet). Mitigation was not required for the previously approved impacts; however we understand that stream mitigation will now be required. For that, we have coordinated with the Lower Cape Fear Umbrella Mitigation Bank (LCFUMB) to provide 146 linear feet of stream mitigation credits. Wetland and stream impacts are shown on sheets 6, 9 and 12 of the attached construction drawings. Ms. Emily Hughes, USACE, provided verbal/desktop approval of the jurisdictional delineation via email on February 2, 2015. A pre- application site visit was also held on June 9, 2016 between Mr. Paul Masten of AECOM and Mr. John Policarpo. The project will be receiving a federal grant administered through the NC Department of Transportation (NCDOT). A Programmatic Categorical Exclusion will be sought for TIP U-5534D. To support this application, the following documents have been included: • Pre-Construction Notification • Mitigation Coverage letter from LCFUMB • List of property owners • Regulatory agency correspondence (USFW, NMFS, NCSHPO) • Construction Drawings with Impacts and Detail Sheets AECOM 201 N Front Street, SuRe 509 Wilmington, NC 2&901 Tel: 910.667.2391 Fax: 910.763.8289 C.�1�•1I;, . Please feel free to contact me at 910-667-2391 or paul.masten(caaecom.com if you have any questions, would like to schedule a site visit, or need any fuRher information. Sincerely, AECOM — North Carolina � ♦ Paul Masten, LSS, PWS, LEED-AP Senior Environmental Scientist .� � Charles Benton, PWS Natural Systems Group Leader :' '� � , i. . �� x , . � ..,.,,� . , ;� 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: I ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3886 1 c. Has the NWP or GP number been verified by the Corps? XO Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): 0 401 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 because written approval is not required? 401 Certification: ❑ Yes ❑X No 1 f. 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 or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? 2. Project Information 2a. Name of project: Old Fayetteville Road Multi-Use Path 2b. County: Brunswick 2c. Nearest municipality / town: Leland 2d. Subdivision name: NONE 2e. NCDOT only, T.I.P. or state project no: U-5534D 3. Owner Information 3a. Name(s) on Recorded Deed: multiple- see list 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if Town of Leland applicable): � 3d. Street address: 102 Town Hall Drive 3e. City, state, zip: Leland, NC 28451 3f. Telephone no.: 910-371-0148 3g. Fax no.: 3h. Email address: For the record only for Corps Permit: ❑ Yes OX No ❑X Yes ❑ No XO Yes ❑ No ❑ Yes X❑ No 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: same as owner 4c. Business name 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Paul Masten 5b. Business name �;f �,,,,,;,.�,,,e�. AECOM 5c. Street address: 5d. City, state, zip: -- - - 5e.—Tefephone no.: - 5f. Fax no.: 5g. Email address: 201 North Front Street, Suite 509 Wilmington, NC 28401 paul. masten@aecom. com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: 34.24 1 c. Property size: 2. Surtace Waters 2a. Name of nearest body of water to proposed project: 2b. Water Quality Classification of nearest receiving water: 2c. River basin: multiple - see list Longitude: -78.02 acres UTs to Sturgeon Creek C; Sw Cape Fear03030005 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 site currently consists of a portion of Old Fayetteville Road, roadway shoulder, yards and maintained areas, and undeveloped wooded areas (including stream/wetland complexes). The general land uses in the vicinity are primarily single-family residences and undeveloped wooded 3b. List the total estimated acreage of all existing wetlands on the property: 0.07 acres — -- ---- - ----- _ ---- - 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 75 feet 3d. Explain the purpose of the proposed project: The purpose of the project is to provide area residents/students with safer pedestrian and bicycle access along Old Fayetteville Road to North Bruns- wick High School and Leland Town Hall. Currently there is no sidewalk and a very narrow shoulder and the shoulder is used frequently, particularly after school. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will include construction of an approximately 4,000-foot long, 10-foot wide paved multi-use path along the north side of Old Fayetteville Road. This will include extension of three corrugated metal culverts at stream crossings. Typical grading and paving equipment will be used to con- struct the path. Concrete head walls will be used at the culverts and backfill slopes at 3:1 will match proposed grades with existing road shoulder. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the OX Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / ro'ect includin all rior hases in the ast? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? 0 Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: uRs�AEcoM Name (if known): susan westberry Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. July 26, 2016 5. Project History 5a. Have permits or certifications been requested or obtained for I this project (including all prior phases) in the past? DYes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. Written authorization for initial design impacts (0.034 acres wetland and 13 If stream) was provided by Mr. John Policarpo, USACE, on July 29, 2016 (SAW-2014-01447). Redesign efforts to meet NCDOT design requirements have resulted in revised impacts of 0.058 acres of wetland impact and 82 linear feet of stream impact. 6. Future Project Plans 6a. Is this a phased project? 6b. If yes, explain. ❑ Yes X� No Page 3 of 10 PCN Form – Version 1.4 January 2009 C. Proposed Impacts Inyentory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑x Wetlands OX 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 D1NQ (401, other) (acres) Tcmnnroni /T\ W� P Fill W2 P Culvert W3 P Culvert W4 P Fill W5 P Culvert W6 P Fill Headwater Wetland Headwater Wetland Headwater Wetland Headwater Wetland Headwater Wetland Headwater Wetland Yes Corps Yes Corps Yes Corps Yes Corps Yes Corps Yes Corps 2g. Total Wetland Impacts: 0.013 0.004 0.001 0.037 0.001 0.058 2h. Comments: Wetland impacts are shown on sheets 9 and 12 of the attached construction. drawings. Fill impacts result from fill slopes fo� construction of the path and rip-rap aprons for flow dissipation at culvert outlets. 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 UT to Sturgeon Creek PER Corps 8 27 S2 P Culvert UT to Sturgeon Creek INT Co[ps 8 37 S3 P Culvert UT to Sturgeon Creek INT Corps 6 1 S S4 - Choose one S5 - Choose one S6 - Choose one 3h. Total stream and tributary impacts I 82 LF 3i. Comments. Wetland impacts. are shown on sheets 6, 9 and 12 of the attached construction drawings. DWQ Stream ID and USACE Stream Quality Assessment forms have been included. Impacts result from extensions of existing corrugated metal culverts and rip rap apron for flow dissipation at a stormwater culvert outlet that flows into Stream C. 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 individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora T 01 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. - 5a — -- 5b� -5�-- — -g . --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: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surtace 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 im acts re uire 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 Tem ora T feet feet B1 - Yes/No B2 - Yes/No B3 - Yes/No B4 Yes/No B5 - Yes/No 66 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: rage � or �I U D. Impact Justification and Mitigation 1. Avoidance and 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The multi-use path was located as close to the road as possible to minimize impacts and disconnection of avoided wetlands from the parent systems while also meeting DOT safety requirements for separation of the path from the road. Approximately 0.012 acres of wetland and 32 linear feet of stream will be avoided. Fill slopes are proposed as steep as DOT permits at 3:1. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion and sedimentation control measures will be installed to reduce incidental impacts to jurisdictional features resulting from construction stormwater runoff into the wetland/stream systems. 2. Com ensato Miti ation for Im acts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for OX 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): 2c. If yes, which mitigation option will be used for this project? 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Lower Cape Fear Umbrella Bank 3b. Credits Purchased (attach receipt and letter) ❑ DWQ OX Corps � Mitigation bank ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation Type: Stream Type: Choose one Type: Choose one Quantity: 146 linear feet Quantity: Quantity: 3c. Comments: No wetland mitigation proposed. Stream mitigation proposed as follows. Stream A 2:1 (perennial), Stream B 2:1 (intermittent with adjacent floodplain wetlands), and Stream C 1:1 (intermittent with no adjacent floodplain wetlands). 4. Complete if Makinq a Pavment to In-lieu Fee Proqram 4a. Approval letter from in-lieu fee program is attached. 4b. Stream mitigation requested: 4c. If using stream mitigation, stream temperature: 4d. Buffer mitigation requested (DWQ only): 4e. Riparian wetland mitigation requested: 4f. Non-riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested: 4h. Comments: 0 Yes 146 linear feet warm square feet acres acres acres 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. WII the project result in an impact within a protected riparian buffer that requires � Yes ❑X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, ___ pe[mittee r_espoflsible�ipacian_buffer_.restoratio�pa�r�eA�into-an-approved-in-lieu-fe�func� . - --- - 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 ❑X No within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? a rox. 75 % 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑ Yes 0 No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The path will utilize the existing stormwater system for Old Fayetteville Road. Portions of imperviousness includes existing roadway that is within the project boundary. - 2d-1f this-projeet-DOES-require-a-StormwaterManagemenrPtarr t�ren-p�`o��d� a brie�na�rafive descrip ion of��lan: 2e. Who will be responsible for the review of the Stormwater Management Plan? NCDMLR 3. Certified Local Government Stormwater Review 3a. In which local overnment's 'urisdiction is this ro'ect? Town of Leland ❑ 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 X❑ No attached? 4. DWQ Stormwater Pro ram 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 0 No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? 0 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 0 Yes ❑ No use of public (federal/state) land? � 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State 0 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.) project qualifies for a Categorical Exclusion which will be provided to NCDOT for ❑ Yes QX No Comments: approval. 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated WeHar�d-Rales f't5A-NE�E-2f-�t3�(irDV�/@-S�ir�ace � er or �eflan 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 additional development, which could impact nearby downstream water quality? ❑ Yes OX 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. The project only serves to provide alternative transportation method (pedestrian & bicycle) for area residents and does not, by i#self, prompt or promote new/additional development. 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. No wastewater will be generated for this project. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. WII this project occur in or near an area with federally protected species or habitat? ❑ Yes �X No 5b. Have yo� checked with the USFWS concerning Endangered Species Act �X Yes ❑ No impacts. 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS Raleigh o�ce website and correspondence with Mr. Gary Jordan, USFWS (attached) 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? NMFS and DMF websites and correspondence with Mr. Fritz Rhode, NMFS (attached) 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? NCSHPO website and correspondence with Ms. Renee Gledhill-Earley, NCSHPO (attached) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? OX Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: No habitable space proposed. The path will be elevated above the 100-year floodplain. 8c. What source(s) did you use to make the floodplain determination? NC Floodmap website - FIRM Panel 3720219700J Paul Masten ' �1, � 01-22-2018 Applicant/AgenYs Printed Name Applicant/AgenYs Signature Date (AgenYs signature is valid only if an authorization letter from the a licant is rovided. Page 10 of 10 LOWER CAPE FEAR UMBRELLA MITIGATION BANK � STATEMENT OF CREDIT AVAILIBILITY January 23, 2018 TO: Paul Masten FROM: Lower Cape Fear Umbrella Mitigation Bank AECOM c/o Land Management Group, Inc. 201 North Front Street, Suite 201 3805 Wrightsville Avenue, Suite 15 Wilmington, NC 28401 � Wilmington, NC 28403 Project: Old Fayetteville Road Multi-Use Path, Town of Leland (NC) Dear Paul: Pursuant to your recent credit request, the Lower Cape Fear Umbrella Mitigation Bank (LCFUMB) is providing confirmation of acceptance to supply mitigation credits for proposed stream impacts associated with the Old Fayetteville Road Multi-Use Path Project (Town of Leland, NC). This acceptance is conditional upon receipt of payment as outlined below. Please refer to the table below depicting the type and quantity of credits _----_ requested and r�.5�vecLf.or_Xo.ur pcnject_- _ -------- -- --- ( ' Mitigation Type ; --- ---- � Stream � -------- -- -- ; Non-Riparian Wetland i-. _ _ ___ _ " "_." ; Riparian Wetland ; Credits Reserved � Fee Per Unit Fee � , ----- ---------------------------- --r-------- ------------� i i '. � _I 146 � $394.00 ; $57,524.00 ' r---- ---- .----------�-._._. __ _.__._------ _�,_.^.__------------- -._._.- -�� ; ; � f 0.0 ; $51,�az.00 ; $o.00 � _.f'__'_�__.__'__._�_'�.___i___ __-_._________`_. __._____`_ __-___ ' _ � ; $71,772.00 $0.00 -----i ------ - �-�--- ------- ------ Total Fee � $57,524.00 1 Based upon receipt of your credit request transmitted on January 22, 2018, LCFUMB will reserve 146 stream credits for a period of up to 90 days from the date of this letter. Note that requests to reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation to extend beyond the 90- day period. Upon request for receipt of credit transfer, LCFUMB will issue an invoice in the amount of $57,524.00. Upon receipt of payment, LCFUMB will provide an executed Transfer of Credit Certificate. Note that all payments must be made with certified funds. It is the applicant's responsibility to ensure that the credit types and amounts requested are consistent with the compensatory mitigation requirements of the permit(s) issued. LCFUMB and/or its agents are not responsible for determining the applicant's mitigation requirements. If you have any questions or need additional information, please contact me by phone at (910) 452-0001 or by email at cpreziosiCc�lm�roup.net. Sincerely, Land Management Group, Inc. (agent for LCFUMB) Christian ��„�,�;�,,,�,� ��,�� rc. � Preziosi `�°""�°�"`� �,��,�,��,:,�� Christian Preziosi Section Manager OLD FAYEffEVILL ROAD MIXED-USE PATH PROPERTY OWNERS Parcel ID Address OWner Deed Book Page 114 Scorpion Dr 037DA005 Leland, NC 28451 Brunswick County Board of Education 234 812 114 Scorpion Dr 037DA005 Leland, NC 28451 Brunswick Count Board of Education 234 812 202 Old Fayetteville Rd Leland, 037DA006 NC 28451 Brunswick Place Old Fayetteville Road, LLC 3365 1038 129 Old Fayetteville Rd Leland, 037DA00703 NC 28451 Anthon Richburg and wife Fayerence M. Richburg 2871 305 180 Old Fayetteville Rd Leland, 037DA01202 NC 28451 RobeR P. Jones and wife Pearline Jones 1105 679 037DA01108 Old Fayetteville Road Dolly McKoy 3643 1078 037DA01101 1251ohn Sneeded Ln Elle Shaw, et al 575 22 125 John Sneed Ln Leland, NC 037DA01304 28451 Caroline Waddell 40 175 174 Old Fayetteville Rd Leland, 037DA01301 NC 28451 Mable J. Everett 3092 221 037DA013 Old Fayetteville Road Frances Murrill 117 681 146 Old Fayetteville Rd Leland, 037DA03802 NC 28451 Gienn E. Cahn Livin Trust 2775 1003 038AA01801 Old Fayetteville Road Town of Leland 938 217 �From: lordan, Gary<garyJordan@fws.gov> �Sent: Tuesday, May 17, 2016 8:08 AM Ta: Masten, Paul Subject: Re: Old Fayetteville Mixed Use Path NCDOT TIP U-5534D Paul, My previous comments to Susan are st�ll valid even with the change to tl�e norih side ofthe road. Gary Jordan Fsh and Wddld'e Biobgist Lia'son to NCDOT US Fish and Nildlife Service P.O. Box 33726 Raleigh, NC 27636-3726 Phone: 919-856-4520 x.32 Email: garyJordan<u�fws.Qov On Moq May 16, 2016 at 9:47 AM, Masten, Paul <Paul.Maste a aecomcorrv wrote: Gary, Susan Westberry (former URS/AECOM employee) obtau�ed a Progrartmiatic Categorical Exclusion for this proposed MUP on behaffofthe Town ofLeland back in June 2015. Smce theq the Town has decided to switch the proposed path from the south side ofthe Old Fayetteville Road to the north side ofthe road due to utilities and design difficukies. Susan had corresponded with you to receive comr►rents pertment to T&E species impacts, namely Atlantic shugeon. That email cham is attached. The only change to the proposed design is that it will now be on the north side ofthe road. There will still be wetland and stream unpacts associated with the new ______ aligunent which we will be preparmg.��CrI_far_at.snm�nnmt m.Ihe_futiue._L'ue_attached-thepreviously approved-R6�-dosumentaEier�email-ehaerbetween you-and -- Susan as well as figures for the new ali�nt. DOT staffhas mformed me that an email from rekvant agencies with their comrr�ents will sufTce �ur scoping m lieu of formal letter correspondence. As before, we are seeking USFWS comrrient regardmg the projecYs unpacts on T&E species, ifany. [fyou have any questions, need additional mfo or would h7ce to schedule a site visit, please let me know. Paul Mastan, LSS, PWS, LEED-AP Natural Environment � Senior Environmental Scientist D 910�67-2391 � C 910-512-1253 oaul mastenlcZaecom com AECOM 210 North Front Street, Suite 509 W lmington, North Carolina 28401 T 910-763-8063 � F 910-763-8289 www.aecom.com AECOM and URS haee joined together as one company. Learn more. :• `.�i�� '� ,�,.;: ��p� �:;.;�`'' F> •,.�� North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Govemor Pat McCrory Secretary Susan Kluttz May 19, 2016 Paul Masten AECOM 210 North Front Street, Suite 509 Wilmington, NC 28401 Office of Archives and History Deputy Secre[ary Kevin Cherry Re: Move Old Fayetteville Road Mixed Use Path from the South Side of Old Fayetteville Road to the North Side, U-5534 D, Brunswick County, ER 15-0549 Dear Mr. Masten: Thank you for your email of May 16, 2016, concerning the above project. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codiiied at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or environmental.review cr,ncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, {�. ��.�,,��,��.�. ��Ramona M. Bartos Location: 109 East Jones Street, Raleigh NC 27601 ,�tailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: (919) 807-6570/807-6599 .From: Fritz Rohde - NOAA Federal <fritz.rohde@noaa.gov> 'Sent: Monday, May 16, 2016 5:47 PM To: Masten, Paul + Subject: Re: Old Fayetteville Road Mixed Use Path NCDOT TIP U-5534D "fhis project will have No EtTect on Atlantic or shormose sturgeon. Fritz Rohde NMFS Habitat Conservation Division � Beaufor[, NC On Mon, May l6, 2016 at 9:48 AM, Masteq Paul <Yaul.Maste��aecom.conv wrote: Frit� Susan Westberry (former URS/AECOM employee) obtamed a Programmatic Categorical Exclusion for thu proposed MUP on behalfof the Town of Leland back in Jime 2015. Smce theq the Town has decided to switch the proposed path from the south side of the Old Fayetteville Road to the north side ofthe road due to utdities and design difficufties. Susan had worked with Heather Coats on ths and, based on the attached email cha�, Heather had corresponded with NMFS folks and confmned no unpacts to Atlantic shugeon. [ assimie you weighed-in on this for Heather but she didn't specify. The only change to the proposed design is that it wi� now be on the north side of the road. There will still be wetland and stream unpacts associated with the new alignment which we will be preparing a PCN for at some pomt m the fimue. ['ve attached the previously approved PCE documentation, email cha� between Heather and Susan as well as figures for the new alignment. DOT staffhas mformed me that an email from relevant agencies with theu comments will suffice for scoping � lieu of formal letter correspondence. As before, we are seeking NMFS comment regarding tl�e projecPs impacts on Atlantic shugeon, ifany. Ifyou have any questions, need additional mfo or would li7ce to schedule a site visit, pkase let me know. Paul Masten, LSS, PWS, LEED-AP Natural EnHronment � Senior Entironmental Scientist D 910�67-2391 � C 910-512-1253 AECOM 210 North Front Street, Suite 509 Wilmington, North Carolina 28401 T 910-763-8063 � F 910-763-8289 •N,vw.aecom.com AECOM and URS haee joined together as one company. Learn more. 0 � S 9 O 0 See Si�et 9-A For Index of Sheets . c..., c�.,,,.f ao c,,,- r,.,.;,,.,,a;,.,...i �..._.�_�_ � � � � � h 2 � TO U.S. 76 �— C � � � r N V +- T � rr 0 Q M � �, � � � o � L a. i T[ O 00 3� °� D E o v 000 ��o N� � —�_ �� VV' � �� 1L.J�� Bl� U11tS WICK LOCATI011L• OLD FAYETTEVILLE ROAD, LELA11lD BETWEE11l US 79116 A1VD SR TOWN HALL DR Z v z W" c� yv N O � TYPE OF� WORK GRADING, PAVI11iG, WIDE11lI111G, AND DRAINAGE 0 ATe STA'B PRPIECI' fteY6ReNCE NO. .�� U-5534D YTATB VRW.N4 n.�.raa.Hn � D05CRITlUN f��i��; ��rj��'�" , *j��R�� t�r'��►��`r��i�i �'�1�� =� _"_- '— `- --�t---' --- - — --- � ' --- -� -- � -- — --- - ' — -- -- ---- --- � o CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLLSHED BY NCDOT METHOD II. SUBMITTAL: RIGHT OF WAY PLANS DATE: ocToseR ia, 2oi� DOCUMENT NOT CONSIDERED FINAL UNLE!! ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER �COM NC FIRM LICENSE No: F-0342 ADT 2013 =4400 701Corporate Center Drive, Suite 475 Raleigh, NC 27607 20 10 0 20 40 1919) 854-6200 -(919) 854-6259(FAX) FUNC CLASS = MA�OR 2012 S7ANDARD SPECIFfCATfONS PLANS COLLECTOR . P� R;a�� LENGTH ROADWAY TIP PROJECT U-5534D = 0.937 MILES , � srcnnruxE: �e • 20 l0 0 20 40 DS= 50 MPH RIGHT OF WAY DATE: LAURA C. FISHER, P.E. � Leland OCTOBER 2017 pROJ&CT ENGINEER , ROADWAY DESIGN � PROFILE (HORIZONTAL) TOTAL LENGTH OF TIP PROJECT U-5534D = 0.937 MILES ENGINEER -,at�•-,�_,-....-.m.w.,..,.;..,.--�. 5 2.5 0 5 lo LETTING DATE: LISA JAMISON JUNE 20. 2018 PROJEC7 DESIGN ENGINEER P,E P FI E (VERTICAL) s,cvarunE: ;r ♦ ♦ Q' Q � - ri � .. 1NDEX OF SHEETS ,� " _ � � , TITLE SHEET _ �-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARDS ' �-B CONVENTIONAL SYMBOLS 2A NPICAL SECTION � � 2B , SPECIAL DETAILS 3-A - 3-B • - DRAINAGE SUMMARY� SHEETS � - - 4-13 PLAN SHEET AND PROFILE SHEET - X-2 THROUGH X-20 CROSS-SECTIONS --- -- -- �- -- _-.. --- --_ --- -- ---- -._ _-- ------- �. ------ ----- ---------- _,.-- - - ---- - - . y . � Z \ � ' � N � OC ` \ . � D ¢ � t l PROJEC7 REFERENCE NO. . YHEET NO. ' U5534D l-A �� ILW SHEET NO. �� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � . � INCOMPLE E PLANS DO N01' USE POR '/ W ACOUISITION DOCUMENT�NOT CONSIDERED FINAL � ' � UNLESS ALL S16NATURES GOMPLETED , ( �:. : BOUNDARIES AND PROPERTY.• - $tate Line -"" ""- - Counfy Line ---- ---- Township l:ine --- �-- City Line -- -- Reservation Line -- - � - Properfy Line fxisting Iron Pin � Computed Property Corner -� Properfy Monument � � Parcel/Sequence Number 123 � . Existing Fen¢e Line -x—x x- Proposed Woven Wire Fence e Proposed Chain Link Fence B Froposed Barbed Wire Fence �� Existing Wetland Boundary � . - - - -•�a- - - - Proposed Wetland Boundary ��a � Fvidinn .Fnrinnnoror� Animnl Rf�11IfI1fYN E1B . Existing Endangered Plant Boundary E^a Existing Historic Property Boundary � ^Pa Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Contaminated Site: Known or Potential �- �� BUILDINGS AND OTHER" CULTURE.� Gas Pump Vent or WG Tdnk Cap o Sign O Well ° Small Mine 5Z' Foundation 0 Area Outline 0 Cemetery 0 Building � School � Church. �j Dam HYDROLOGY.• Stream or Body of Water —� �- Hydro, Pool or Reseivoir �____] Jurisdictional Stream -�S - Buffer Zone 1 ' ez , Buffer Zone 2 az s Flow Arrow F-- �- Disappearing Stream �-- �- Spri ng - p�__..�_ : ^ VN/etland � Proposed, Lateral, Tail, Head Ditch T`-r�� False Sump . � ��°�� (�� T�� (��,�1��, ��c�� V��i� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Note: Not to Scrrle *S. U.E. = Subsurface Utility Engineering Standard Gauge - RR Signal Milepost Switch , RR Abandoned - RR Dismantled - csx re� Hedge � Woods Line ur�ePosr 3s � Orchard ;W!(CH -- --- - -�- Vineyard -------- EXI.iTING STRUCTURES• MAJOR: SMEEi WATER: �,�,,,,,,, Water Manhole OO �,,�,�„�,,,t, Water Meter � � � � � W/ater Valve � Water Hydrant °0 Vin yartl , WG Water Line LOS B (S.U.E') - -,- -�- - - - WG Water tine LOS C(S.U.E') ---°- -- WG Water Line LOS D(S.U.E*) ' RIGHT OF WAY f�' PROJECT CONTROL: Bridge, Tunnel or Box Culvert ��N= a.� wa.a� ' Above Ground Water Line Secondary Horiz and .Vert Control Point � " Bridge Wing Wall, Head Wall and End Wall - ��N� w'" � i Primary Horiz Control Point 0 MINOR: rv' Primary Horiz and Vert Control Point - , Head and End Wall coNc Hw , N Pedestal ❑� Exist Permanent Easment Pin and Cap O P�pe Culvert =______`= TV Tower � New Permanent Easement Pin and Cap Q Footbridge }---------=( � N Cable Hand Hole "H Ce WG N Cable LOS B (S.U.E.') - - - -�°- - - - Vertical Benchmark m Drainage Box: Catch Basin, DI or JB � � �, Ty Cable . LOS C(S.U.E.`) ---T°- -- Existing Right of Way Marker � Paved Ditch Gutter WG TV Cable LOS D(S.U.E.*) '" Existing Right of Way Line -. Storm Sewer Manhole � � Fiber Optic Cable' LOS B(S.U.E.*j ----T°'°- -- New--Righx-o£-Way-Lin� ��--5#orr�►-SeweF ' ------ - - - New Ri Fit of Wa . Line with Pin and Ca U�G. Fibec Optic Cable LOS C(S.U.E.*). ---'°'°- - 9 Y P- �- UTILITIES.' WG Fiber Optic Cable LOS D(S.U.E.*) �° F° New Right of Way-Line with Concrete or Granite R/W Marker New Control_of Access Line with Concrete C/A Marker Existing Control of Access New Control of Access Existing Easement Li,ne New Temporary Construction Easement - New Temporary Drainage Easement — New Permanent Drainage Easement — New Rermanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement � POWER: Existing Power Pole -�- Proposed Power Pole --�-- Existing Joint Use Pole � Proposed Joint Use Pole � Power Manhole --E-- - E Power Line Tower TDE Power Transformer � � PDE � Power Cable Hand Hole - DUE H-Frame Pole PUE � P�Wer Line LOS B(S.U.E.`) TUE � Power Line LOS C(S.U.E.*) AUE WG Power Line LOS D(S.U.E.*) ROADS AND RELhiTED FEATURES.• Existing Edge of PavemenY F�cisting Curb Proposed Slope Stdkes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail. Existing Cable.Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal T�EGETATION.• Single Tree • Single Shrub �# TELEPHONE; Existing Telephone Pole ♦- Proposed Telephone Pole � Telephone Manhole OO Telephone Pedestal T❑ ' Telephone Cell Tower � U�G Telephone Cable Hand Hole HH ll� Telephone Cable LOS B (S.U.E.`) - - - -�- _ _ _ WG Telephone Cable LOS C(S.U.E.*) ---�- - i lLG Telephone Cable LOS D(S.U.E.*) T ; WG Telephone Conduit LOS B (S.U.E.*) — - - - -«- - -- - WG Telephone Conduit LOS C(S.U.E.')— ---'°- -- WG Telephone Conduit LOS D(S.U:E.*)— *° lVG Fiber Optics Cable LOS B(S.U.E.*) --- --� F�- --� WG Fiber Optics Cable LOS. C(S.U.E.*)— -- -' °°- -- lLG Fiber Optics CaFSIe LOS D(S.U.E.')— *°° r GAS: Gas Valve 0 , Gas Meter � WG Gas Line LOS B(S.U.E.*) --- -° WG Gas Line LOS C(S.U.E.*) ---°- -- ll/G Gas Line LOS D(S.U.E.*) ` Above Ground Gas Line A.c cas SANITARY SEWER: � Sanitary SewerManhole OO Sanitary Sewer Cleanout �+ WG Sanitary Sewer Line 5� Aboye Ground Sanitary Sewer °" S°""°�" sa"'a� SS Forced Main Line LOS B (S.U.E.*) - - - -�=5- - - - SS Forced Main Line LOS C(S.U.E.*) ---«�- -- SS Forced Ivlain Line LOS D(S.U.E.*) �55 MISCELLANEOUS: Utility' Pole • Utility Pole with Base p Utility Located Object p Utility Traffic Signal Box ps Utility Unknown WG Line LOS B(S.U.E.*' ?NL WG Tank; Water, Gas, Oil O Underground Storage Tank, Approx. Loc. — �sT A/G Tank; Water, Gas, Oil � Geoenvironmental Boring � WG Test Hole LOS A(S.U.E.') m Abandoned According to Utility Records — AATUR End of Information E.O.I. a' • N � �o . C1 �2 C3 C4 D1 D2 E1 E2 J � R m T � -� T 2� � —L— OLD FAYETTEVILLE RD ILTI-U3 0'-13' 12'-16' 12'-2: PATH EXIST __. __ EXISTING I MATCH MATCH MATCH GROUND 0.02 , EXIST EXIST, EXIST, T — 1— ___ _—_ T J R El Dl W U GRADE TO THIS LINE EXISTING PAVEMENT TO BE RESURFACED TYPICAL NO. 1 —L— STA. 10 + 60.00 TO 16 + 50.00 *SAWCUT 2' OF EXISTING PAVEMENT TO PLACE PROPOSED CURB AND GUTfER AT EXISTING EDGE OF PAVEMENT ^ PAVEMENT SCHEDULE PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER S�. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD IN EACH OF TWO LIFTS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SB, AT AN AVERAGE RATE OF 112 LBS. PER S�. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SA, AT AN AVERAGE RATE OF 110 LBS. PER S�. YD IN EACH OF TWO LIFTS. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.8, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.06, AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PEfl t" DEPTH TO BE PLACED IN LAYERS NOT TO EXCEED 4" IN DEPTH PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.B, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 625.OB, AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT TO EXCEED 5.5" IN DEPTH PROP. 6" AGGREGATE BASE COURSE 2'-6" CONCRETE CURB AND GUTTER. EARTH MATERIAL. U EXISTING PAVEMENT. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL SHOWING METHOD OF WEDGING). EXISTING GROUND TIE TO EXISTING SHOULDER POINT i� ILTI-US PATH � —L— OLD FAYETTEVILLE RD I 13' 1T Y RI 5 !' EXISTING PAVEMENT ' TO BE RESURFACED EXISTING EXISTING - I CZ GROUND GROUND �� , 0.02 0.02 . . ' � � T 1 T R El �1 ,n W U ; vTIE TO EXISTING SHOULDER POINT GRADE TO THIS LINE TYPICAL NO. 2 —L— STA. 16 + 50.00 TO STA. 56 + 53.70 NOTE: FROM STA. 23 + 85.00 TO STA. 24 + 00.00 TIE LEFT SLOPE WITHIN EXISTING ROW � —L— OLD FAYETTEVILLE RD 3.5' 2.5' . 11' 71' 7P YARIES 22' EXISTING PAVEMEP TO BE RESURFACED POINT EXISTING EXISTING GROUND GROUND C2 o.oz o.oz , o.oz o.02, �' —��_ T — 11^ — R El Dl �"1 U TIE TO EXISTING SHOULDER POINT GRADE TO THIS LINE - TYPICAL NO. 3 —L— STA. 56 + 53.70 TO STA. 60 + 05.00 � -� W: DETAIL SHOWING METHOD OF WEDGING USE THIS DETAIL IN CONJUNCTION WITH TYPICAL SECTIONS 1. 2. & 3 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE PROIER REFERENCE NO. SMEET NO. U5534D 2A 0.0ADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER� INCONQPLE E PLANS no Nor usa ron /v wcou�sinox DOCUMENT NOT CONSIDERED FINAL UNLE88 ALL SIGNATURES COMPLETED 100' 7 Y2" MIN. , 1 Y2„ -------- — --------------------- i i � � � �------------------- --------------�-------------' _ u MILL TO THIS LINE DETAIL SHOWING MILLED PAVEMENT TIE—IN r u � � c m a a s N �D -- _. . — - --- -- 0 O m H� H � y � �OO�� M� =D =T��m � Z�$�� i�� 1 F y~ 6 z v:• 70 = M 9 � � g g `�g N �O /� � .�`. � V m � E{,� O ,� D�TAII. OF DIIIVEWAY C z ' o Ev aur r �1 O .. • �'° �. ---o -- :,�� `..i'�.� ,— ---- -- - -- — z + �ter w r •.P pR P�YFl1EM .. V�YElfflli AIETNOD OF TIE IN MNEtl E%18TIMA ORIvfMt VAYE�pT IS C71tCRE7fi� 9AR WT d' OFE� .JOlNT �T TNff ►OIYT Oi TiE•IN. � JOIYi PHiPEpO1CW�U1 70 kWE Oi tI1I871110 " ' __ ' OA[YCA/�Y VAVLI�IR. � v I z O y � • 8I �F�1LK fAVEA8.00tR1 Q } . �K FR� OIIVFIMY. s M� V OO�S� <��o� � �Q�MW O � $ ,y a"' 0 ' o i I O � ' c� F• a � '" O � � a � � r . o � �N ' � � M S11EE__. _i. _,8. 2'-0 _. � s «+�rei'1 i i w � ¢ wrtn ouvcreo. SEGTION C-C _ __ i � .��.,.�.�.,.n .�,....� u,,� � �� . . 4 �. ,� �'``��"� } �..�,, f � '� ��' ' • . �e ie.�u . ( �J�� 'l � . . ' . . 4 m.wtn rr.v �*r T ,�vr.ner.e(e r.re�. �,'. . _ '�C,a.•r4.�..-+;J.'` .e� . . . _ . .0 u �in.vi u: a.n.a.nn . . : � � a�a. �� . '�� r . - �,''':�:*�.�`��'�-�, �"v'��`�� >.�� . . . `��,r.-.%''�� '�+.,. .-�"". „ i L., , , • .u�tr , �r,r-S�eJ . wn .rolx .� � � �. . � , , un a,�`'�',. ��r�'�� , � ' �� ''� . � . � � e� a r....a � � "`� a' ✓ .. . , . ,�.,� e ,., .. „�^^..,,--. yc:`� :;;.'"r . . . � ,� ,rx.' . � ' . _ ._ ,_ . ...--. , � � .m.x . � . �.. .ror I �� TYPE 1 B TYPE 1A ,�.,«:`�; �.`�— �_ �._____�. ` .�_,_._ __�� 11 ! ° � �� .... „�. • � s � f ' ..'� � � r,� ./f �� rar �:usrs roa i c�aa rUvv � � � �I 1 1 �Ky _� 'y! 3 " : � � �-� £ �... dwr...r <,�. , � �� r y y=�� 1.,.;� �.s-.� � un �rsn�ctr r�.v su.n e^� „n - r.puss vntf.�laer i,r cnw� �un COMf1Ue7 StAtlDA� •—••_ TYPE 1 �+o oava�a,zn u�°�r ' , <<� a.,,., ,� �.,,� . �. .�,.,,.�w� , �.�.,.�� . _ _ _ . .,, w. ., . — .• "�'"„ "•»` ...cuns naMas � — �wi.v. �uiuxt ru�eiiitats rwni�f rftR\'L\G .u.�n��itas . um� ro nx�rv ro c�as � nl'rc:_ona2 Pnn�9 r.e.r wnmr s.� wewna ..... ,.... . eea i w, w. rtuv aoier — — r PROJECT REFERENCE NO. SMEET NO. U55340 2B ROAOWAY �ESIGN PAVFMENT DESIGN ENGINEER� - ENGINEER INCspNgPTI.E E �L.�NS UD NbR' U58 FOR �A' ACOUISITION DOCUMENT NOT CON3IDERED FINAL UNLESS ALL SIGNATURES COMPLETED . � v - r' .' N 0 W z � �. `�� O I � THf BRUNSWICK COUNTY BOARD Of EDUCATION � � D.B. 234, PG. 8/1 :l P.LD. #037DA005 ,, � u BEGIIV �>,�'IP PROJEC1f ' U-55�3�p U Sta.10 + 60.00 ` i,,, m` S,4WCllT 2' OF EX/ST/NG � N I PAVEtilENT FROM STA. W %� � iot6000 ro sraist0000 -L- OLD FAYETTEVILLE R�AD i P/ S/oO�l2+52.73 oeTAIL 1 �— (J II' /5.5� �RT J RIP RAP AT EMBANIfMEM OJ D= 3'28'20.9' ° �^�eS�, ' L = 235.79' �°'^�^ ^� T= 118.09' °A`" � o�m; � THE @RUNSWICK COUNTY 90ARD OF EDUUTION R= 1,650.00' G� (NO METES & BOUNOS OESCR/P/lON OR MAP FOUNOJ O eeo�nne D.B. 234, PG. 872 ..o. °iu�..- � ro�ame a, wo P.I.D. #037DA005 �� FROM STA-I- 10+95eRT'TO ISTA.-411105 RT THE BRUNSW/CK COUNTY 80ARD OF fDUCATION � D.B. 234, PG. 8/2 � 30ir40'fASEMENT Z 0 � Z � � 0 O P0.0JECT REFERENCE NO. SHEET NO. U-5534D 4 WW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS UO NOT USE POR /N ACOVISITION in + , . . P.LD. Jf037DA005 cp �ll =' • O TO SOUTHfRN BELL . I DOCUMENT NOT CONSIDERED FINAL � 'n'"ER '°�E +21.00 'I� jMerca �aor o ./ are ur.m D.B. 805, PG. 98 . UNLESS ALL 81GNATUREB COMPLETED � i � � CON7ROL PJ4vi y� +00.00 � BEG/N PROP. '�� in +09.oD N=»o,�as.�si 65.50' 61.50' o �'O�" .vo;uaos wou,vo EXIST. RrW :vn�rH aauns�x;c,c ,,.c.� so� 1<1 srct�/cnruvuc Es1,jg.y, rp/_135 �LFfiR�C .vaROJ�S S�CN ryq�;q vE�ER V4:1(I +,41.00 �2'-6"C&G � � c�e�=2�.9�• 2'-6'C&G +so.00 „ ��`i�� E E E 52 0' c EXIST.RAY O f62.43 �--� a �a- Fl,�t e E � ya- �,� Q � "- � E� F F � +48.00 � \ -...`{ / E 4 F -__-----�-- -------- �� ___ E —�e-�°'^�n�,f , ir,•�imc +15.00 40.00' w 1i n --- -_,e-.,NrS'�.p --�_'viNe -EXIS�NCRiwc a�M' -- F E_ _ E� -�.c '� a�"' E FJ(IST�RNJ i•-n�nG� O �� a I ^ � � :"s�..aK/ I ON�\ � "j� -------,6.-P;Nc---- �E __ - c" �''S �' . i '��'�` - - - � E � � q \ �� p.o °: � �-�'� _ � _ - CB - CB � ' �� './d�SfULT/-USE P,4TH- � _� R � � �. `� � � p� '� . V: p j �1�" vtr:£ .. —'ft _ _ - � O i ¢ -F- ' __ _- - - . - O` ' - ------ - ---*-- --- --- -- � - -�--------- v - - - r� � � � - - � . — . _ --_--- _ - - - - - '- - - -- - - -- -- -- - - - - - - - � _ - - ° - - - - - - - � - - �al e-_H�ar� ti.^..i - TOP zo.ar Loaoo "' , ---- _ .. . . .. . . -.,- - " INV. 18.3T ^ I � � - � .. - � _ _V� -� - - pNp � - - - - - - - - - - - - - - - - 0407 TOP 2030 _ �" � � � � 'I — _ ` INV.16.88 I U� I � -� F-- A «1 Asvwur v�vcue�r � N � N �=' � a" � �r -L - OLD FAYETrEV/LLE ROAD - SR /4..i7 � Q;� � TOP ie.�a � ; �Y _ _ _ - - -- � "' 1 =� �Hp ,` S 79' 28' S3.7" E �W i i INV. 16.28 I T _ U I I N �aX ^� �`� �N ` � J `r 1 I _ � ` � � �, � ' S 8r�a� � . z� �� - - — -�� -- � --___- - ---- i . _ ;�. V- X . � n .. - � - _ `' � i I ! — � aw �' ^ --------- �--�- ��---------- -�_ - �'' _---�- � --`- � F- _ _rs:-- -' " {a w� � � -` - _ _' _ \ — 'Y-/�—___—___ f _ — —� �� ._.�� -----------------F � � — -�- _ F_NO7F: MINIMUM oerrrrcaTcrr-e�sias --' - '� -F� NOTE: DRIVEWAY RADII ARE 2.5' - "� - �• - —"�-- � i — __ �� ' ��---- _ -- — -- � SHALL BE USED TO AVOID UTILI7Y CONFLICTS °N�' ��- -�s�- UNLESS NOTED OTHERSWISE ERiSTMH?R�w._ �F,p ---- OHp -'�- � ._..- � F __ - _ __ . ,_'u r .. � _ _ _ - u, I �= � � � � -L- PC Sta. //+34.64 _ _ _ _ .s - - - • - ° � _ - � -=� ' - NOTE: ALL MAIL BOXES ALONG .PROJECT U � __ -- � ----- . '� CUR� R.4�t1P \ `6' ��Z - F'"`"S,�sr r s,cunss e aiv anr � '-- - �� F�-�-- E� SHALL BE REMOVED AND REPLACED � i r= �l (�` - � � � •1 � `v"�-� es�io �v GEOifl(TILE FABRtC � � ` I {� Ex15TING R/W �— -L- PT Sta.13+�0.93 NOTE: i ,�} Y/FE-�LI fr.,�+'.tr"u�_-v. .,� v"-� SEE DETA�L�� '%� I c ,�-.-�`^-``" _-�°S' S /% itlA%CH EX/ST/NG CROVYN TOWN OF LELAND HAS REQUESTED TO REDUCE EASMENT IMPACTS. � ^�� "'�'�� "� '�+;� L/NE FROAf STA./Ot60.00 ROADSIDE DITCHES HAVE BEEN ELIMINATED IN THE AREA AROUND � � ' -'i� �' TO STA./3f50.00 THE PROPOSED PATH.AS A RESULT,OFF-SITE RUNOFF WILL BE _ � "'°`"' � CAPTURED IN THE ROADWAY DRAINAGE SYSTEM. I � I � � I � I � � ' � i , � I i i i -- BEGIN BEGIN STA-1 i EL 23. `� 1 5___ ECT U! 5534D � PlL=l1j'4J0�0 VC=30' K=14� - I-- � I r-�2✓eooi � � -L- �riL =�� C = K= T7D36iD37.�---f-----+-- ; ' , i ---- _ — --1-- , � , -------- --- ----�---- � ----�--• ' i , ; i --- — �--- �---- , � � ' , I f —._-- -.—_ -� — � -----� I a _� 5--_ 10__ � � � � i i i j � � � , ! , i � � , � • , � � , -- - -- - - -- -- ;----� - --- F - ---�------ -- ---F - - -- - - --- --- ---�-- --- — - -----� � -- --- �---- � , - �h 1- ------�- � - --- ' I � � i ; � I I � j � � ; � � , i i I � ' I I I � I � ' � ' ' � -- -�- ------ I � � I ; � ! i -----,___------r--_ _ - --- ----4----_ _' L- - f------- ---- - - --- ------I ---- 1..- -----� --- - - -i- -- -� - -!------ - '- -� - -�- - i i . , �- ---- � , - - - - - - - , -- -- - - -- - --- ---- �- - -__ . ---�------ ------ --------- ------ - � � 0-- i i i ; i I � I i I i � , I , I --- , i � 11 12 13 14 15 t:. � r. • ♦=' i` y N O w s �r 1 � �� DETAIL 3 , DETAIL� PROIECT REFERENCE NO. SHEEf NO. SPECIAL LATERAL'V' DITCH FALSE SUMP F� Z � U-55390 9� m (No110 Scab) (Nelle Sce6� � WETIAND IMPAR 2= 0:004 ACRES RN✓ SHEEf NO. � - � ` Outside Ditch , _I d_ v �xo ROADWAY DESIGN HVDRAUlICS c��a �.� 3� siao. T��O� �0.� I" f � ENGINEER ENGINEER /3 - /4 EST. 1 TONS CL B RIP RAP � I 15 � �� i• � EST. 5 SY GEOiE)(TILE P � � 5- •". Z JOHN HENRY H/CL, ROSA MAE HICL Min.D= 1.0 p. WETLAND IMPACT 1= 0.013 ACRES ��R AND S=Dit<h Slo e ¢ Proposed �itch N INCOMPLE E P1LriNS UROLINE WADDFLL � MABLE l. EVERETT EXTEND qB' CMP, and NATHANIEL H/LL - no aor usa von iw wcaoisrr�ocr 36".60' ELLIPSE FROM STA.-L- 42+50 LT 70 STA,-L- 45+50 LT FROM STA,_l- q�+�j��TOr.�ST�L- 42+45 LT D.B. 40, PG. 775 D.B. 3092, FG. 221 D.B. 117, PG. 6BT l'vr'��'-'v' '" • P.I.D. �037DA07304 +33.00 P.LD. #037DA01307 +�60.00 siREaM e iMpqC7 � a7' P1 D. #037DA0l3 BEG/N B'�GfULT/-USE � X�- x'- - z- -x-----_K_ ---� ""F END 8� � zaso� a s9.00' INV. 1.60 +is.00 �� PATH STA. 4/f25.OD �'� � � ;� I� �t1ULT/-USE � EXIST. WW � 65.00� � PATH STA. � +57.6 E57.7e ioHs END B'�t1ULT/-USE BEG/rV /O'�tfULT/-USE so.00� 09� CLA55 B RIP RAP END /O'MULT/-USE `, X � ie °' `� 4/f90.00 O PATH STA.jBfj0.00 / PATH STA39f40.00 - wEn,wo in,rncr3 - PATH STA4/t/5.00 : _�,yF �� t rueca xe,�wuc THE TOWN OF LELAND +25.00 +52.00 pDE DE o.007 ncReS � DOGUMENT NOT CONSIDERED FINAL. +02.00 � 46.00' 28.50' 8 PDE _� PDE 54 00' ` x 32. 0o UNLES8 ALL 316NATUREB COMPLETED EXIST. WW D.B. 1687, PG. 6B5 BEG%N /O' O 38•00� � ' F EST.1 TONS CL B RIP RAP p� � P.7.D: #037DA01303 ��a +00.00 �ULT/-USE +39.00 E E . � EST. 5 SY GEOTE%TILE +88.62 L 46.00' & � E __ --� _ Y A � 4z.00' PATh' STA TOP 14.25 E F �--n Q 44.00' �� x � EXIST. 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I� \ .f `'_-��_.-.._. -_..'____ ° �� B. .. � . ��v, , - ' ��/� -- -- . .. T_ _ - � � Q NOTE: DRIVEWAY RADII ARE 2.5' � � UNLESS NnTFI] nTHFRSWICF v ✓ N a a _ N E . � a U a - v 0 E N N -t-----.-+- 38 PE/L: _ VC = 39 o. M � + M �� ---+----+-----�- � 40 i U N � � M + F�-� i `� � i -_�' � � � N � y �O � t_w __ } w �3 �3 Qo Qo N W N W � P/; _ V� _ K= 41 (t � 42 i ' i � _ --------t- I � Pl = 43+ 0.00 �`-��-=1-io��- --2 K - YF9 43 �- � � s� N Z 0 � r o� m � � � -- E v a w U Q - / v ✓ ✓ I I PROIECT REFERENCE NO. SHEEf NO. Z U-5534D I2 I O PNJ SHEEf NO. ROADWAY DESIGN FIYDRAULICS � E5T.30 TONS CLA55 B RIP RAP I � ENGINEER ENGINEER DETAIL 4 Q werurro IMPACT 6-- 0.001 ACRES � EST.40 SYD GEOTE7(TILE NT DITCH '� ncF BEG/N PROP. �Ho�b s<o�.� �� EST,10 TONS CL e RIP RAP THE TOWN OF LELAN � �C1 � EST.38 SY GEOTFXTILE 2'-6`C&G � I� COMF o� E�Y, rt NS w i n'> �,� sb`p; �1 y D.B. 938, PG. I10 � W D.IMPACf 5= 0.002 ACRES P.I.D. #038AA01801 ' �� _ �� r.sa d 2� END PROP. +03.0o N EST. 10 TONS CL B RIP RAP. COLL4R AND +30.00 T/E TO EX/ST/NG Gio1ia1i ,Hin.D� IA F�. /J� STREAM A IMPACT- 7' 77.00' , � EST. 20 SY GEOTEXTI.�FLENN E. CAHN LlV/NG TRUST EXTEND 4B' CSP 60.00' �- 6' C c P G f O Type olLimr= CLB Rip�Rap '"°'.d= �.o H. +89.00 INV. 0.60 LT.50' � FROM STA. -L- 54+45 LT TO STA. -L- S4+B5 LT 53,00' D.B. 2775, PG. 7003 �+00.00 IN s.ao �LJULT/USE P,4TH & EXIST. ILW P��•D. #037DA0380? 57.00', �2�� E F +43.00 1204 � +so.00 si.oa• s . ESi. 1 TONS CL B RIP RAP WE7uND IMPAci 4= O.o37 ACRES 50.00' 8 EXIST. RNV F �� EXIST. R/W DOCUMENT NOT CONSIDERED FIHAL EST. 5 SY GEOTFJ(TILE ='R EXIST !WV - � CONVERT E7cI57ING UNLE88 ALL 316NATURE$ COMPLETED ��.C. GRIO COORDINAIfS � - -_ �-� 'FAO.00 N= 1�8,401i31 D C_ C JROP �N[E O 45.00' 8 E e 29B.]/659! INV. 7.58 � � � 1 �-_-._ roa4z� t'aa F)=694' I DITO CB e e 120 . ��. R 25' i q Q Jr 7103 EXIST. 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