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Home My WebLink About20150160 Ver 1_Application_20150209FNVIRON�I�N'fAL SFRVICPS, INC. 4901 TRADF�\I,�Rf: DRI\'G RALFIGH, iJOR �H C:\ROLINA 27610 919-212-1760 " G�X 919 212 1707 www.e nv i ro n me nta Ise rvicesi nc. m m February 3, 2015 NCDWQ, Transportation Pennitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 �� Vh:. � ' � '/ �::: � r; 4� � 0 9 ?�iJ i�NSPORiA710N ERMIT7'INGUNI7' �:.�r��i� Re: R-5023 B&C, NC 53 Improvement Pre-Construction Notification P'orm for General Certification #3886 Onslow Counry, NC Lnviromnental Services, Inc. is snbmitting five (5) copies of the enclosed PCN ou behalf of NCDOT for proposed improvements to NC 53 in Ovslow Cowity. The proposed widening and intersectiov improvements will improve traffic safety. The proposed improvements have been minimized as much as practicable, but will result in unavoidable impacts to waters of die United States, including 131 feet of permanent im�acts to jurisdictional streams and 0.14 acre of impacts to jurisdictional wetlands. Compensatory mitigation is provided for impacts lo jurisdictional weUands and streams. USACE has reviewed the site and are in agreement with the jurisdictional wetland and stream deliueation. Please coutact me at (919) 212-1760 if you have any questions or comments. Tl�aiilc you for your assistance with this project. Sincerely, Euvironmeutal Se�viees, Ine. '.� (�.:� ,j .'/!"�L.,F_'�% Robert Turnbull Project Manager Attachments: PCN package ;:��Ca�'C,O O�Qp VJA7F90G r i_..; tl 9 �015 Offce Use 0nly: `? � �- � Corps aciion ID no. > q v�.;._;.,;,.:��•wc>cuNCES . ° ° 'jRANSP��1lAlwiv YL-RMIiTINGU , DWQ project no. �-f �,j �' /� � � 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: X❑ Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 74 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? X❑ Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): X❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Aulhorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permil: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank X❑ Yes ❑ No or in-lieu fee program. 1 g. Is the project located in any of NC's hventy coastal counties. If yes, answer 1 h � Yes ❑ No below. 1h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes X❑ No 2. Project Information 2a. Name of project: R-5023 B&C - NC Highway 53 Improvements 2b. County: Onslow 2c. Nearest municipality / town: Jacksonville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: R-5023 B&C, WBS No. 41922.3.1 3. Owner Information 3a. Name(s) on Recorded Deed: N/A 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if NCDOT Highway Division 3 c/o David Leonard applicable): 3d. Street address: 5501 Barbados Blvd. 3e. City, state, zip: Castle Hayne, NC 28429 3f. Telephone no.: (910)341-2000 3g. Fax no.: 3h. Email address: dbleonard@ncdot.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Robert Turnbull 5b. Business name Environmental Services, Inc. (if applicable): 5c. Street address: 4901 Trademark Drive 5d. City, state, zip: Raleigh, NC 5e. Telephone no.: (919) 212-1760 5f. Fax no.: (919) 212-1707 5g. Email address: rturnbull@esinc.cc Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 34.73661 Longitude: -77.51613 1c. Property size: 10.5 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Southwest Creek / Blue Creek 2b. Water Quality Classification of nearest receiving water: C;NSW / SC;NSW 2c. River basin: White Oak 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 study area is dominated by mainlained/disturbed areas including residential areas with scattered commercial areas, successional communities, and foresled communities. The project vicinity is suburban in nature. 3b. List the total estimated acreage of all existing wetlands on the property: 0.2 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 169 3d. Explain the purpose of the proposed project: The purpose of this project is to widen a 1.8 mile portion of NC 53 and improve lhe NC 53/SR 1109 intersection in order to improve traffic safety. 3e. Describe the overall project in detail, including the type of equipment to be used: See Attachment A. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the X❑ Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / ro'ect includin all rior hases in the ast? Comments: Snw-2oo8-0�97a 4b. If the Corps made the jurisdictional determination, what type � preliminary X❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Environmental Services, Inc. Name (if known): R. 7urnbuii Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. NC53 widening approval:USACE3/28/14, NCDWR-5l7/14; NC53/Holly Shelter Road Intersection reviewed on 7/12/2072 (no documentation received). 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes ❑X 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 ❑X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑x Wetlands �X Streams — tributaries ❑ Buffers ❑X Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this queslion for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora W1 P Fill HeadwaterWetland Yes Corps 0.01 1/�/2 P Excavation Headwater Wetland Yes Corps 0.01 1/�13 P Fill Headwater Wetland No Corps 0.04 �/�/q p Excavation Headwa�er Wetland No Corps 0.06 �A/5 P Land Clearing Headwater Wetland No Corps 0.04 W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 0.14 2h. Comments: Impacls Wi and N12 are located at Site 1 on the attached drawings. These impacis are both <0.01, which is why the total in 2g is 0.14 acre (6,167 sq. n.J. Impacls W3, W4, and W5 are located at Site 6 on the attached drawings. 3. Stream Impacts If there are perennial or intermitlent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3 a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (IN�? jurisdiction stream length Permanenf (P) or width (linear Temporary (T) (feet) feet) S1 - Choose one - - S2 - Choose one - - S3 - Choose one - - S4 - Choase one - - S5 - Choose one - S6 - Choose one - - 3h. Total stream and tributary impacts 7s5 3i. Comments: See Attachment B. Total stream impacts include 131 feet of permanenl impacts and 64 feet of temporary impacts. 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 02 - Chooseone Choose 03 - Chooseone Choose 04 - Chooseone Choose 4f. Total open water impacts 0.04 4g. Comments:. ee ac men . o a open wa er impac s inc u e sq. . o pertnanen impac s an sq. . o emporary impac s. impacted open water features are degraded lributaries possessing an OHWM that provide no function beyond moving water. 5. Pond or Lake Construction If ond or lake construction ro osed then com lete the chart below. 5a. Sb. 5c. Sd. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose ofpond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Chooseone P2 Chooseone 5f. Total: 5g. Comments: Sh. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: Si. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an 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 61 - Yes/No 62 - Yes/No B3 - Yes/No 64 - YeslNo B5 - Yes/No 66 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Mlnimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed roadway improvements occur as much as practicable wilhin the footprint of the existing roatlway and the existing NCDOT right-of-way. Impacls are of the minimal size necessary to provide structural stability and lo avoid erosive velocity. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All in-stream work will be done "in the dry" or using a lemporary coffer tlam. All necessary sediment and erosion control BMPs will be installed and maintained through construclion. DisWrbed ground will be restored and stabilized with pertnanent vegetalive cover. NCDOT Best Management Practices will be implemented dunng all phases of construction. 2. Com ensator Mlti ation for Im acts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑X Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑X Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this OX Payment to in-lieu fee program project? ❑ Permittee Responsible Mitigation 3. Com lete if Usin a Miti ation Bank 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. ❑x Yes 4b. Stream mitigation requested: 137 linearfeet 4c. If using stream mitigation, stream temperature: warm 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0.14 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. COmmBniS: Miligation is not provided for impacts to degreded tributaries with OHWMs that do not provide any funclion beyond moving waler. 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑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 rype of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identifed � Yes � 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? q2 o�a 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑x Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Proposed roadside ditches were designed to meet grass swale critena (maximum 3:1 side slopes). Grass swale data at the permit sites have been provided where applicable. The typical section from -L-70+50 to 104+50 is proposed to include a 2'-6" wrb and gutter in order to avoid impacts to a recently constructed 12" water line, avoid R/W impacts, and avoid impacts to identifed National Register Historic PropeAies. There is no opportunity to provide any type of treatment for stortnwater draining to the UT to Blue Creek at approximately 87+50. Blue Creek is not listed as an impaired water on the 303(d) list. 2e. Who will be responsible for the review of the Stormwater Management Plan? NCDWR - TPU 3. Certified Local Government Stormwater Review 3a. In which local overnmenYs'urisdiction is this ro'ect? n/a ❑ 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 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 ❑X OthB�: NPDES 4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑X Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑X Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑Yes 0 No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. 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 Welland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes � No or Ripanan 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 0 No additional development, which could impact nearby downstream water quality? 3b. If you answered 'yes" to the above, submit a qualitalive or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. The proposed project will not result in downstream impacts or growlh-stimulating effects. The existing uses of Southwest Creek (C;NSW) and Blue Creek (SC;NSW) should not change as a result of this project. 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 produced as a result of this projecl. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Crftical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑X No habitat? Sb. Have you checked with the USFWS concerning Endangered Species Act � Yes X❑ No impacts? 5c. If yes, indicate the USFWS Field Offce you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? North Carolina Natural Heritage Program Data (updated January 2075) and on-site evaluations 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? National Oceanic and Atmospheric Administration 2009 List of EFH Species by Waterbody in North Carolina 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 0 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? A cultural resources review was conducted by NCDOT in March 2014. Documentation from thal review is attached. A Historic Architecture effects meeting was held with SHPO on i127/2015. The project will have no adverse effects on Historic Regisler properties. 8. Flood 2one Designation (Corps Requirement) Sa. Will this project occur in a FEMA-designated 100-year Floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the Floodplain determination? www.ncFloodmaps.com �br�Y l�r6til/ «7�`"'�� ',%�`d-C �2"_L`�-e Z/��o/S ApplicanUAgenYs Printed Name ApplicanUAgenYs Signature Date (AgenPs signature is valid only if an aulhorization letter trom the a licant is rovided. Page 10 of 10 AGENTAUTHORIZATION FORM PROPERTY DESCRIPTION: R-5023B&C WBS#4192211 NC531mqrovements PARCELID: STREET ADDRESS: PROPERTY OWNER (PLEASE PRINT): North Carolina Department of Transportalion PROPERTY OWN The undersigned, registered property owners of the above noted property, do hereby authorize RobertTurnbull of Environmental5ervices,lnc. to ad on my behalf and take all actions necessary for the processing, issuance, and acceptance of this pennit or certification and any and all standard and spetial conditions attached. PROPERTY OWNER ADDRESS (if different from above): 5501 Barbados Blvd. Castle Havne NC 28429 Telephone: (910)341-2000 We hereby certify the above information submitted in this application is true an a¢urate to the best of our knowledge. ��/.�� -o — Authorized Signature Authorized Signature Date: �/�9/°�� Date: � Attachment A: R-5023B/C, NC53 Improvements Section B, 3e. The proposed project will make improvements to a 1.8 mile section of NC 53 and the NC53/SR 1109 (Holly Shelter Road) intersection. The project will include the following: Widening of NC 53 from 2 lanes to 3 lanes between a point 0.2 mile west of the NC53/SR 1214 (Foy Lockamy Road) intersection to the NC53/SRi116 (Onslow Pines Road) intersection; Road realignment and widening at the NC 53/SR 1109 (Holly Shelter Road) intersection; The existing 1@24" RCP (L=46') on a UT to Southwest Creek (Site 1 on attached drawings) is to be replaced with a 1@66" x 51" CAPA (L=80'); The existing 1@4' x 4' RCBC (L=46') on a UT to Blue Creek (Site 4 on attached drawings) is to be replaced with a 1@6' x 6' RCBC (L=68'); The project work will consist of grading, widening, drainage improvements, pavement widening, roadway construction, pavement markings, and pavement markers. This work will be conducted using standard road construction equipment. Attachment B. Stream Impacts 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream Type of Impact Stream Name Perennial Type of Average Impact length Impact (PER)or Jurisdiction Stream (linearfeet) Number Intermittent Width Permanent (INT)? (feet) (P) or Temporary (T) S1 (P) Culvert UT to Southwest INT Corps 6 40 Creek S1 (T) Culvert UT to Southwest INT Corps 6 15 Creek S1 (P) Bank UT to Southwest INT Corps 6 15 Stabilization Creek S1 (T) Bank UT to Southwest INT Corps 6 10 Stabilization Creek 54 (P) Culvert UT to Blue Creek PER Corps 9 42 S4 (T) Culvert UT to Blue Creek PER Corps 9 17 S4 (P) Bank UT to Blue Creek PER Corps 9 11 Stabilization S4 (T) Bank UT to Blue Creek PER Corps 9 10 Stabilization 56 (P) Culvert UT to Southwest INT Corps 2 12 Creek S6 (P) Dissipator Pad UT to Southwest INT Corps 2 11 Creek S6 (T) Dissipator Pad UT to Southwest INT Corps 2 12 Creek 3h. Total stream and tributary impacts 195 ` Total Impacts include 131 teet ot Permanent Impacts and 64 teet ot iemporary Impacts Attachment C. Open Water Impacts 4a. 4b. 4c. 4d. 4e. Open Water Impact # Name of Waterbody Type of Impact Waterbody Area of Impact Permanent (P) or (if applicable) type (acres) Temporary (T) 02 (P) UT to Blue Creek Culvert Tributary <0.01 02 (P) UT to Blue Creek Bank Stabilization Tributary <0.01 02 (T) UT to Blue Creek Bank Stabilization Tributary <0.01 03 (P) UT to Blue Creek Culvert Tributary <0.01 03 (P) UT to Blue Creek Bank Stabilization Tributary <0.01 03 (T) UT to Blue Creek Bank Stabilization Tributary <0.01 OS (P) UT to Blue Creek Culvert Tributary 0.02 OS (P) UT to Blue Creek Bank Stabilization Tributary <0.01 OS (T) UTto Blue Creek Bank Stabilization Tributary <0.01 3h. Total open water impacts 0.04 * Total Impacts include 1,421 square feet of permanent impacts and 231 square feet of temporary impacts. �� g� �� North Carolina Department of Environment and Natural Resources Pat McCrory Ecosystem Enhancement Program Governor ponald R. van der Vaart January23,2015 Secretary Mr. David Leonard, P.E. NCUOT Division 3 Design Const�uct Enguieer North Carolina Department of Transportalion 5501 Harbados Bnulevard Castle Hayne, Norih Carolina 2R429 Dear Mc Leonard: Subject: EEP Mitiga[ion Acceptance Le[ter: Di�•ision 3 Projccl, TIP Numbcr R-5023 B/C, NC 53 loiprovements, Onslow Couuly �Phe purpnse of this letter is to notiCy you that the Ecosystem Enhanceiueiit Program (EEP) will provide Ii�e compensatory stream and riparian wetland mitigation for the sabject project Based on the information receieed on January 20 a��d 22, 2015, the impacts are loca�ed 'u� CU 03030001 of ihe White Oak River basin in the Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows: N'hi[e Oak Stream Vletlands Buff'cr (Sq. Pt.) � 03030001 Non- Coas�al SOCP Cold Cool 1'�'arm Riparian Riparian Marsh �one I Zone 2� Imp�c�ts 0 0 137.0 0.14 0 0 0 0 � (feet/acres) This impac[ and associa[ed mitigation need ��ere under projected by the NCDO'1' in the 2014 impact dala. LL'P will co�umit to implement sufCiciznt cuiupe��satory riparian wetland mitigation credits (o offset [he impaets assoeiated with this project as detennined by the regulatory� agencics osiug the delivery t'vnelu�e listed 'vi Seclion F3.c.iii of the N.C. Department of Enviromnent a��d Natural Resources' Ecosys[em Enhancement Progam In-Licu Pee Ins[rument Aated luly 2R, 21110. If the ahove refe�renoed impact amoonts are revised, tl�en this mitigation accepta��ce leder wil] no longer be valid and a new mitigation acceptance letter will be required from F.IiN. R420. If you liave any qucstions or nccd additional infom�ation, plcase contact Ms. 13e1h Hai mon al 919-707- Sincerely. � �� .iam s . Stanfill EEP . sset Managemenl Supervisor cc: Mr. Brad Shaver, USACE Wilmi❑gco❑ Kegulatory Field Office Mr. Mason Hemdon, Division of \Va�er Quality Mr. Slcve Sollod, Drvision of Coasial Management Mr. RobertTurnbull, ESI (Age�it) Mr. S�one�wall Mathis, P.E., Divisiai 3 Enviroim�enta] Offtcer Ms. Linda Fitzpatrick, NCDOT PDEA File: R-�023 BlC—Division 3 1652 Mail Service Center, Raleigh, Nodh Carolina 27699-1652 Phone: 919-707�89761 Intemet: hitp:l/portal.ncdenr.orglwebleep An Equal Oppon��nity 1 P.ifirmalive Nc6on Employer - Matle in pa� Dy recycled paper Applicant: Address: U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2008-01973 Counry: Onslorv U.S.G.S, Quad: NGHAWS RUN 1VOTIFICATIOlY O�' NRISDICTIONAL DETERMINATION NCDOT—Division3 CoApplicant: NCDOT—Division3 Attn:ll�a Srott Caoke. P.E. attn: Mr. Stonewall Mathis. P.E. SSOI Barbados Blvd, 5501 Barbados Blvd. Castle Havne. NC 28429 Castle Havne. NC 28429 Size (acres) 21 Nearest Waterway Southwest Creek USGS HUC 3030001 Nearest Town Jacksonville River Basin New. NorTh Ca'rolina. Coordinates Latimde:34.7396864783084 Longitude:-77.5063137846585 Location description: The oroicct studv area is located alona Iiwv 53 iust west otJzcksonyille coverin2 future nroiect sections B and C. Onslow Countv. � Indicate Which of the FollowinE ApplV: A. Preliminary Determinarion Based on preliminary information, there may be wetlands on the ahove described property. We strongly suggest you have t3iis property inspected to detem�ine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jwisdictional determination must be verified by the Corps. This prafiminary determinarion is not an appealable action under the Regulatory Progam Administrative Appea] Process (Reference 33 CFR Part 331). Tf you wish, you may request an approved TD (which may be appealed), hy contacting the Cotps district for fiuther inslruction. Also, you may provide new information for further consideration by the Corps to reevaluate the ID. B. Approved Determination There aze Navigable Waters of the iJnited States within the above described property subject to the permit requirements of � Section ] 0 of ihe Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulatioas, this deterrnination may be relied upon for a period not to exceed five years Eom the date of this notification. X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements 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 notification. We strongly suggest you have the wetlands on yoqr property delineated. Due to the size of your property and/or our present workload, the Corps mey not be abte to accomplish this wetland delineation in a timely manner. For a more timeiy delineation, you may wish to obtain a consuitant. To be considered 6nal, any delineation mus[ be verified by [he Corps. X The waters of the U.S. including wetlands on your project azea have been delineazed and the delineation has been verified by the Corps. We sROngly suggest you hava this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our pubGshed regulations, may be relied upon for a period not to exceed five yeazs. The waters of the U,S. including wetlands have been delineated and swveyed and are accurately depicted on the plat signed by the Corps Regulatory Official idenrified below on _. Unless there is a change in the ]aw or our published regulations, this determination may be relied upon for a period not to exceed five yeazs from the date of this notificarion. Pnge 1 of 2 _ There are no waters of the U.S, ro include wetlands, ptesent on the above described project area which aze subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a c6ange in the law or our published regulations, this determination may be relied upon for a period not ro exceed 8ve years from the date of this notification. _ The property is located in one of the 20 Coastal Counties subject to regulallon under the Coastal Area Managemeat Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 t6 determ'v�e the'u requirements. Placement of dredgcd or fill material within waters of the US and/or wetlands wilhout a Deparhnant of the Army permit may constimte 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 regularory program, please contact Brad Shaver at 910-251-4611 or Bra d.E.Shaverl�a,usace.a r mv. m il. C. Basis For Determinatian: The subject area ex6ibits characteristics described in the 1987 Corps Delineation Manual and the appropriate regional supplement and all features drain toward Southvvest Creek, a tributary of the New River, a navigable water of the US. D. R¢ll]aPItS: Th0 site was �eld reviewed on March 5, 2014. E. Attention USDA Program Participants This delineacion/determinarion has been conducted ro identify the ]imits of Corps' Clean Water Actjurisdiction for the particulaz site identified in this request. The delineation/determinarion may not be valid for the wetland conservation provisions of the Food Security Act of 1985. Tf you or your tenant aze USDA Program participants, or anticipate participation in USDA pro�ams, you shouid request a certified wetland determination from the local of5ce of the Natural Resoucces Conservation Service, prior to starting work, T. Appeals Information (This information applies onFy to approved jurisdictional determinations as indicated in B. above) This correspondence constirutes an approvedjurisdictional determination for the above described site. If you ob}ect to this detertnination, you may request an administrative appeal uoder Corps regulations at 33 CFR Part 331. Enclosed you will find a I�otification of Appeal Process (IVAP) fact sheet and request for appeal (RFA) form. If you request to appea! this determination you must submit a compieted RFA form to t6e following address: US Aimy Corps of Engineers South Atlantic Division Attn: Jason Steele, Review OfScer GO Forsyth Street SW, Room ]OM15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corys, the Corps must determine that it is complete, tl�at it meets the criteria for appeal under 33 CFR pari 331.5, and that it has been received by the Division OCfice within 60 days of the date of the NAP. Shou3d you decide to submit an RFA form, it must ba received at tl�e above address by 5/28i2�14. **Tt is not necessary to submit art RFA form to the Division OfSce iFyou do not object to the determinadon in this correspondence.** Corps Regulatory Of�icial: f�� Date: March 28.2014 �xpiration Date: March 2S. 2019 The Wilmington Disfrict is committed to providing the highest level of support to the public. To heip us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at htto://regulatory_usacesurvey.com/. Copy fumished: ESI aitri: Mr. Robert Tumbuf1524 New Hope Road Raleigh, NC 27610 ��'�i'� � NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Govemor May 7, 2014 Kobert Turnbidl Bnvironmea�tal Services, Inc. 524 New Hope Road Raleigh, NC 27610 Subject: NCDOT R-5023BRC, NC 53, Onslow Coimty. White Oak River Basin. John E. Skvarla, III Secrelary On-Site Determination for Applicability to the On-Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0506Q�) Dear Mr. Turnbull: On Marcli 5, 2014, at your request and in your a[[endavice, Mason Herndon, NC Division of Water Resource (NCD�WR) staff, conducted an on-site determinallon to review drainage features located abng NC 53 in Onslow County for applicability to the mitigation rules (15A NCAC 2H .0506Qi)). The drainage features are approsimated o�� the attached map initialed and dated May 7, 2014. Featwe Feature Map Feature DWQ Stream Stream Mitigation ID Pa�e Type Type Required SAI 3b Siream IntermittenC Yes SA2 3b Stream Intermittent Yes SB1 3U TriUutai N/A No TC 3c Tributary N/A No SC1 3d TriUutaiy N/A No SC2 3d Ditch N/A No SD 3d Ditch N/A No This letter only addresses the featiu�es listed above that were visited on March 5, 2014. This letter does not applyto reaehes of the channel (or drainage feature) further upstream or do�wisn�eam of the project study arza or to any other drainage feariu'e within Ihe project study area not depieted on the a[tached map. This letter only addresses d�e applicability to the mitigatiou rules and does not appro��e any activity ��ithin �Vaters of the United States, or Wate�s of �he State. Any impacts to aedands and streams must comply with 404/401 r�gulalions, water supply regulations Q 5A NCAC 2B .0216), and any other required federal, state and local regulations. The owner (or future o�aners) or pemiiuee sl�ould noriTy NCDWR (and otherrele��ant agencies) of ihis detznnination in aiiy future ca'respondences concerniiig Ihis properry anci-'or prolecL This on-site determination shall espim fi��e (5) years from tl�e date of this lelter. Transpertation and Pe:mitting Unh 1617 Mail Service Center, Ralegh, Norlh Caroline 2769�1617 Loca6on: 512 N. Salisbury St. Raleigh, Nodh Carolina 27604 Phme: 919-807-63001 FAX�. 919-733-1250 Internet: w`vw.ncwa�erouaiiry.aa M Equa OD�h��ni�y � AIMndIn¢ FcOan Employer NoithCarolina �rrtur�rrll� Landowners or affected parties that dispute a determination made by NCDWR or Delegated Local Authority that a surface water exists and that it is subject to the mitigation rules may request a detennination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Amy Chapman, NCDWR Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that dispute a determination byNCDWR or Delegated Local Authority that "exempts" a surface water from the mitigation rules may ask for an adjudicatory hearing. You may obtain the petition form from the office of Administrative hearings. You must file the pe[ition with the office of Administrative Hearings within sixty (60) days of receipt of this notice a�id the date the affected party (including downstream and adjacent landokmers) is notified of Ihis decision. A petition is considered filed when it is received in Ihe o�ce of Administrative Hearings during normal office hours. The Oftice of Administrative Hearings accepts filings Monday through Friday be[ween Ihe hours of 8:OOam and S:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Adminislrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919)-431-3000, Facsimile: (919)-431-3100 A copy of the petition must also be served on DENR as follows: Mr. Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center This determination is final and binding unless you ask for a hearu�g within 60 days. If you have any additional ques[ions or require additional information please call me at (910) 308-4021 or m ason.h ern don@ncd enr.gov. Sincerely, !/ �er4r'�-- ��" Mason Herndon, Division of Water Resources Transportation Permitting Unit Attachments: signed map cc: Brad Shaver, US Army Corps of Engineers— Wilmington Regulatory Field Office (electronic copy only) Sonia Carrillo, NCDWR Cen[ral Office Stoney Mathis, Division 3 DEO NCDWR Wetlands 401 Transportation permitting Unit File Copy x . . �i ;:�u�s��„�� '� I :.� ',�t "' .*. ' �',-'_ `. ' \ 1 ' � � .. �'� . . .. .. ." , /.. � � ..'�.� '. I' . ' ,�.-.. N � I a, . . ' I �,c..r4' �fi; i c i �'. \ . . _ t .' ' . � � � • \ `1 ,1'. i (� � � ... V'� , - ) i � M� � `� � _ - — -.�: i � _, � ��- i�.�� , � � y ' 9'� ' i i � �'�� _ ?_ .� � � / i � � A - : � � e � � ��t � �_ � � � I. I \ ( r �a` • � r •. � � . - .� � .., ' I � . \,., � �` � � �. ev �' � 1(rl��qn /��. ��r ,�� i _ f � � � �kt �._ . 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' � I �/ V/ �� -�'' I /, � .�,1£C �'( J �iq\� << � � i �:- . ! /-� /i � • Y 'Cl . \ 1� �_ ' C� ,( ��4. � , . I � .' c.r'` ` �` ! s �_� sa✓rrr. � . � :: . ��_ __. � ,� :_ l� l j f�� ^� ,� '{j� '�� g�y� .f. �- : ) � :.t r� QProjectStudyArea � � � � � j '�� , "° �� NOTE_Alllocationsareapproximale. �� (((''' r! W 1� s i� �� ,��I. o uoo a000 1 � '' � . �. � � �, ��; � � � i p1� �' � � . i�r � m �.. � � �� ' , �_-�; �� T _;,, - ,��: Feet \ `` 1) t � �~ � '(� ` . �''• Source_2011Net1onalGeoB�aphic5ocielylESRI ,\��s� 1�,,,�� 1 �� rr„ ; � � icubedseamlessUSGSquatlrangles(HawsRUn �,; 11 ./ 1� �� ` t� 4- � i� i�� (1981 � antl Jacksonvllle Soulh (1951) NC); Pro�eG � - � � f..� y� , - 7� � � � � �� ' _, Boundary approxima�ed by ESI. - � � ( � � � � �f (L �— � C � �. i� I (HawsRUnquetlranglacontourserainmeiere.) � . , I - �.'`7 - � �- � 4�,�� ` � � ;1 i �<� �\ o i a��rne�mo�maae�e.o�iaao�u,sre�.a'sm� . - _ . � . -r r�ain��POS.so�ira�a.as�oio�:Pa�eem�.a�e'�s �` '. � . -_ ., nol2Yilablel0lpgdlo�pnynee�ngpu�poses. i ' �,�' - � Copynght:0 /„�r Projecl: ER12052.02 / Project Location ,/; p� oJ', Date: Jan 2015 NC 53 (R-5023 B&C) p Drwn/Chkd: KT/RT <,,,,_ „P Onslow County, North Carolina 09 � ��.,we� Figure: 7 i�.. �\ ��b��`,".�" NorthCarolinaDepartmentotTrensponation I= `�1 ,,,,.,.,,, Highway Sbrmwa�er Progrem �"' STORMWATER MANAGEMENT PLAN \�"' ^''� (Verslon 201; fleleasetl December 2010) FOfl NCDOT PBOJEGTS WBS Elemen�: at922.1.1 TIP No.: R-5023BC Count ies : Onslow Pa e 1 ot 6 Generol Projec[ Information WBSElement 419221.1 TIPNUmber: R-50236C ProeciT e: Roatlwa Witlenin Da�e: 12/2Z'2014 NCDOT Coniact: Robert T. Turnbull Conimctor / Desi nec HNTB Norih Carolina, P.Q / Ben Hene ac EI Addresm 524 Soulh New Hope Rd. Atldress: 343 E Six Porks Roatl Raleigh. NC 2]610 Suite 200 Ralei h, NC 2�609 Phone: 919 212-1]60 Phone: 919 624-0635 EmaIC rturnbull@esinc.cc Email: bhene ar@hnib.com Ci /TOwn: Jacksonville. NC Coun ies : Onslow RiverBasin(s): WhiteOak CAMACOUn ? Ves Wetlands within Pro]ecl Limits? �es Pro' Descri ion Pro'ect Len th lin. miles or teet : 1.9 Miles Surrountlin Land Use: pesidential / Suburban Pro osetl Pro ect F�isTin Site Pro e<I Bui14U on Area (ac.) 10.5 ac. 7] ac. 7ypical Cross Section Description: -L- 10�00 to �0+50: 3- 12 lanes with paved/grass shoulders and grass ditches. -L- 10t00 to 19+00: 3- 11' lanes w/ grass shoulders antl tlitches. -L-70+50 to 104�50: 3- 1 Z lane5 wi�h 2' - 6" curb and gutter. -L- 19+00 to 104+50: 2- 11' lanes w/ grass Shoulders and ditche5. -EL- 23+00 to 36.50� 3-�2' lanes with paved/grass shoulders and grass ditches. -EL- 23+00 to 36+50: 2- 11' lanes w/ grass shoulders and ditches. AnnualAVgDailyTreNit(veh/hr/tlay): Desi n/FuWre: WA Year:N/A Exislin : 14000 �eac 2012 Generel Project Narrative: R-5023BC Includes ihe widening of NC 53 (2-lane ro 3-lane) irom 02 miles west of SR 1214 (FOy Lockamy Rd) to SR 1116 (Onslow-Pines Rd) in Onslow Counry. The project (Description ot Minimizaiion of Water also indutles witlening/improvemenis at ihe NC 53 / SR 1109 (H011y Shel�er Rd.) intersedion. PropoSed road5itle ditches were designed lo meet gra55 Swale criteria (maximum Oualiry Impacts) 3:1 sitle siopes). Gmss swale data at ihe permit sites have been provitletl where applicable. 7he project also includes ihe improvement oi 2 cross�ngs on juristliCtional streams (greater than 60" pipe conveyance). -Site �(-L- 3a+20): UT to Swthwest Creek - The existing 1@ 2a" RCP (L=a6') is to be replaced with a 7@ 66" x 5t"CAPA (L=80'). -Slte a(-L- 87+at ): UT ro Blue Creek - The existing i@ a' z 4' RCBC (L=a6') is to be replaced with a 1@ 6' x 6' RCBC (L=68'). Waterbotl Into'malbn Surtace Water Bod t: Southwest Creek NCDWR Siream Intlez No.: �9-1�- 0.5 NCDWR Surtace Water Classification tor Water Body Prima ClassiFicatlon: Class C Supplemental qassification: NuVient Sensitive Wa�ers NSW OlherStreamClassification: None Im irments: None Threatened/Entlan ered S ecies? No Commenis: NRTR Stream ID: SA Buker Rules in Eifect: WA Pro ett Inclutles Britl e S nnin Water Botl ? No Deck Drains Dischar e Over BuHer? N/A Dissi ator Patls Provitletl in BuNer? N/A De<k Droins Dischar e Over Water Bod . N/A Qf yes, provide jusiitication in ihe General Prqect Narra�ive) Qf yes. describe in ihe General Pmject Narrative; if no. justity in the (If yes, provitle justifiCation in the General Projed Narrative) General PrqeCt Narrative) tlif;hWdy Norih Carolina Depariment of Transportation !`� . ' ` Highway Stormwater Pwgram '!� \'� STORMWATER MANAGEMENTPLAN (Verslon 2.01; Releaetl �ecember 2019) FOR NGDOT PROlECTS WBS Elemenh 41922L1 TIP No.: R-50238C Count ies): Onslow Pa e 3 of 4 Swales Stations (ROad Projecis) Surtace Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet or Water Width Slope Slope Area Treatm'tLength Lengih Slope Q2 V2 o70 V70 Checks Associatedwl No. Coordinates Non-Road Bod H H:7 H:1 ac tt fl % cfs t s ds f s Used BuHer Rules? 7 -L-27.SOLT (1)SOUthwes� Site 1 -L- 32+50 LT Creek 0.0 4.0 3.0 0.7 70 465 1.80 % 2.3 1.6 3.0 1$ No No � -L-2�+90RT (1�Southwe5� Site i -L- 34+20 RT Creek 0.0 4.0 3.0 0.9 90 595 2.30% 2.8 1.9 3.6 2.0 No No 7 -L-34�25LT (1)Sauthwest 0.0 3.0 3.0 L2 120 935 0.��% 4.0 1.4 5.1 1.5 No No Site t -L 45+90 LT Creek ] -L34+20RT (1)Southwest 0.0 4.0 3.0 3.4 340 900 1.09% ZS 1.8 9.� 20 No No Site 1 -L 45.50 RT Creek 9 -L-45+90LT (2)Blue 0.0 4.0 3.0 1.5 150 TIO 0.82% 4.9 1.5 6.4 1.6 No No Site 2 -L- 56+50 LT Creek 9 -L-45+SORT (2)Blue 0/2 4.0 3.0 8.8 880 885 070% 13.1 1.8 173 t.9 No No (Site 2) -L- 56+50 RT Creek 9 -L-58a50LT (2)Blue 0.0 4.0 3.0 0.9 90 310 0.62% 3.0 L2 3.9 1$ No No Site2 -L-63+OOLT Creek 10 -L- 61+50 RT (2)BWe 0.0 3.0 3.0 1.9 190 195 0.51 % 42 12 5.6 1.3 No No Site 3) -L- 64+50 RT Creek 10 -L-64a60RT (2)Blue 0.0 3.0 3.0 4.6 460 460 129% Z6 20 10A 22 No No Site 3) -�- �0.]0 RT Greek 21 -EL-18+OOLT (1)SOUthwest 0.0 4.0 3.0 4.5 450 �65 LW% 102 22 114 2.3 No No Siie 6 -EL- 25+]5 LT Creek Additional Commenis �' j��ti,��, North Carolina Department ot Transporta�ion I- �� I _. .: . �-"'��9�x1�7i?'T,�� Highway Slormwater Progrom "� � S70RMWA7ER MANAGEMEM PLAN (Verslon 2.01; Releasetl December 2019) FOR NCOOT PFOJEGTS WBS ElemenL 41922.1.1 TIP No.� R-5023BC Count (ies): Onslow Pa e 4 oi 4 Pretormed Scour Holes and Ener Dissi alors Drainage Pipe/Structure 6MP Sheet Station (ROad Projects) or Surtace Energy Dissipator Area Conveyance Dimensions Q70 W 0 Associated w/ No. Coordinates Non-ROad Pro ects Water Bod T e Ri ra T e ac) Struclure in ds 1 s Butfer Rules? 9 -L- 56+60 LT (2�BIUe Creek Riprap Apron / Pad Class I 41.0 Pipe 2@ 42" x 29" CAPA 30D 2.0 N/A 10 -L- 64�56 LT (2)Blue Creek Riprap Apron! Pad Class'B' 92 Pipe 1@ 24" RCP 8.0 t5 N/A 15 -L- t03+00 LT (2)Blue Creek Riprap Apron / Patl Class'B' 152 Plpe 1@ 30" FCP 31.0 2.1 N/A 21 -V9- 13.90 RT (� ISOUthwest Riprap Apron / Pad Class I Z2 Pipe 1@ 30" RCP t9.0 1.9 N/A Creek Additional Comments ' Refer ro the NCDOT Best Management Pradices Toolbox (2014). NCDOT Stantlartls, the Federel Hlghway Atlminisuation (FHWA) Hytlraulic Engineering Clrcular No. t4 (HEC-1a). Thirtl EdNion. Hytlraulic Design of Ener9y Dlssipators tor GWVenS ana cnanneis �dury zwo�, as appucaoie, �m aesiyn yumance aim curoue. WETLAND PERMIT IMPACT SUMMARY WEiLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Naturel Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/TO) Size l7ype Wetlands We[lands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft 1 -L- 34+p0 1 66" x 51" CAPfURoadvra < 0.01 < 0.01 40 15 1 -L-34+20 BankStabil¢ation 75 10 2 -L- 56+60 2 42" X 29" CAPA / Roadwa < 0.01 2 -L-56+60 Dissi atorPad <0.01 <0.07 3 -L- 64+SFi 1 24" RCP / Roadwa < 0.01 3 -L- 64+56 Dissi tor Pad < 0.01 < 0.01 4 -L- 87+q0 1 6' X 6' RCBC 42 17 4 -L-87+q0 BankStabil¢ation 11 10 5 -L- 102+15 TO 103t25 1 30" RCP / Roadwa 0.02 5 -L-703+25 Dissi atorPad <0.07 <0.01 6 -EL- 24+00 TO 25+95 Roadwa / Ddch Cleanout 0.04 0.06 0.04 6 -V9- 73+90 30" RCP 1 Roadwa 12 6 -Y9- 13+90 Dissi ator Pad 11 12 TOTALS': 0.04 0.06 0.04 0.04 <0.01 131 64 0 "ROUnded totals are sum of actual impac[s NOTES: Total Wetlantl Impacts: Fill = 1680 sf, F�cravation = 273� sf, Mxh. Clearing = �757 sf S[ream Impacts shovm in permit drawings inclutle Juristlic[ional Tributanes (Sites 2, 3, 8 5) and Jurisdictional SYreams (Sites 1, 4, antl 6). Project Total Jurisdictional Tributary Permanent Impacts = 1421 sf Pmjec[ Total Juristlictional Tributary Temp. Impacts = 231 sf Pmject Total Jurisdictional Stream Permanent Impac(s= 131 ft Project Total Jurisdictional Siream Temp Impacts = 64 ft WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATEF IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing PertnaneM Temp. Channel Channel Natural Si�e Station Struclure Fillln Fillln in Clearing in SW SW Impads Impacts S[ream No. (From/TO) Size/Type WetlaMs WetlarMs We[lands inWe[lands Wetlands impacis impac�s Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (n) (ft) (it) 1 -L- 34+20 1 po 66" x 51" CAPA / Roadwa < 0.01 c 0.01 40 15 1 -L-34+20 BankStabilization 15 10 2 -L- 56+60 2@ 42" X 29" CAPA / Roadvra < 0.01 2 -L-56+60 Dissi atorPad <0.01 <0.01 3 -L- 64+56 7@ 24" RCP / Roadwa < 0.01 3 -L-64+56 DissiparorPad <0.01 <0.01 4 -L- 87+40 1�.d 6' X 6' FCBC 42 17 4 -L- 87+40 Bank S[abilization 11 10 5 -L-102+15 TO 703+25 1@ 30" RCP / Roadwa 0.02 5 -L-103+25 Dissi atorPad <0.01 <0.07 6 -EL- 24+00 TO 25+95 Roadwa / Ditch Cleanout 0.06 0.06 0.04 6 -V9- 73+90 30" RCP / Roadwa 12 6 -V9- 13+90 Dissi ator Pad 17 12 TOTALS': 0.06 0.06 0.04 0.04 <0.01 137 64 0 'ROUnded totals are sum of actual impacts NOTES: To�al Wetlantl Impac�s : FIII = 1680 si , Ezcavation = 2]30 sf, Mxh. Clearing =1]5] s� Stream Impads shown in permi[ tlrawings include Jurisdictional Ttibutanes (Si�es 2, 3, & 5) anE Jutlstlidional Streams (Si�es 1, d, antl 6). Pml� ToW Jurisdicitonal Tnbu�ary Permanen� Impacis = 1421 sf Prqect ToW JurisCicitonal Ttlbutary Temp. impac�s = 231 sf Prqect Total Jurisdicitonal SVeam Permanen� Impacts = 131 tt Project To[al Juristlicitonal SVeam Temp Impacts = 64 fi � v t See Sheef 7-A For Inaex of Sl�ets •� �� a��+� � , �� \ �.�- �� .` . � � , ��►.�� . �;�'� �v� �ID'xc 7 ;+;� �� pY'� ��'.v; s�` 9�� . ��::'it �. E�f b,r�>�{' � `,. �i;� i4, \`�' ,a::� �;� �� ,: � `�� • �� • �• . 'ti--�"� � �q�:,+.��., ,�� -. N.�i �79A� � *7�� TO ANGOLA 6.58 MI. +/- SITE 6 »�» �V � � Rd. � S�,e"a� 1109 �,..,... �� 1 _- - .._ _.M Z ' `I = —wi �. �. _ - y �. I w z +N 2 V °� � �� O C Z l�l � GRA7'HIC SCALES DESIGN DATA � 25 0 25 50 ADT = ADT �PLAN$ DHV = % 25 0 25 50 D= % � T = % ` O PROFILE (HORIZONTAL) V = MPH ?�5 0 25 50 �/ ooncuc NFPTIfAII �`n5T DUAL � m Z � y OZj w N� C �p v � �Z V ll dL ll� �ll d<�Y� ll� �dL��6<dL �� 01�1SL0W COU11lTY R VqoM1.'l aJlG6vm NO � R-5023 BC LOCAT701V: NC 53 FROM 0.18 MI. WEST OF SR 1214 (FOY LOCKAMY RD.) TO SR 1116 (ONSLOW PIIVES RD.) SECTIOl�' "B" AND PART OF SECTION "C': ro TAR LANDING 258 TYPE OF WORK.• RESURFACIIYG, WIDENIIVG, DRAl1VAGE� �•$3 MI. +/- GUARDRAIL, THERMOPLASTIC PAVEMEIYT �� e�: MARKINGS, AND SNOWPLOWABLE MARKERS, ETC. _ ��. � � i 1214 »B » SITE 1 G4 g 124 SITE 4 - � " `c �a � & ,�s,i � � � T � N i 1212 3 1217 �o — � — ,; :�, o s a ' � o SITE 3 BF�/N SITE 2 �<, STq 0� o�TRUCTipN � v. � �a 1 S�m f Q ? O A � + G N n : � Z �g, u: 1 WETLA11tD A111D STREAM IMPACTS PROJECT LENGTH MAP NO.1 = /.75 MILES MAP NO. 2= 0.15 MILES TOTAL = I.90 MLLES Prepsred In �le 0(ffce of: DIVISION OF HIGHWAYS 5501 Barbador B(vd., Cmtle Hayne, NC 38I29 30/15TANDdAD SPFCfPICARONS RIGNT OF IVAY DAT6: LETTING DATE: )UNE 20/5 u ww , ro � ❑ 1.11 MI. 258 TO JACKSONVILLE 1.11 MI. +/— SITE N.T.S. �R]E]LIA"IIN.�fdY II�LANS na nor Use eort rn�srnucna� PERMIT DRAWING SHEET 1 OF 17 HYDRAULICS ENGINEER ROADWAY DESfGN TECHVECfAN DNL SfLkiTL'AS: DIV75fON OF HfGNWAYS STAT& OF NORTH CAROLlNA z 0 > O O + � M a e ifl �tl � � �0�� .:: !sf � :;,:�, � p o �� SPFCIAL CUT DITCH SEE DETAiL / 1�—JUPo50/CTIONAL % STREMA < ��. ._ _. __ .T�__ T_. T T �T' DETAIL D SPfQAL CUT DITCH � Na� �e s.oio� oiim NaWrd � P.\ Slape �.o�� :, o Min.O� I.D H. FROM -l- SiA, 34+00 TO STA. 3d+18 Li FROM -L- STA. 34+25 TO STA. 42+00 LT FROM -L-STA.35+25 TO SiA.40r00 RT FROM -Ir SiA. d1+50 i0 STA. d2 � 00 RT SITE 1 < � l � DETAIL C SPECIAL UTERAL N' OITCH irvm�o swi.� Noluml � P� Fil oe.�a s� p siow Min.O= 1.0 F�. FROM -L- STA.34+00 TO SiA. J5+]5 Ri DETAIL E SPECIAL CUT �RCH �Heim xei.� r,em HeN�el � 3� %P �,e�� a� o .. .. . Min. U= 10 F�. FROM -l- STA. 40 � 00 i0 $iA. A1 � 50 RT � fj � LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER L�F.I !_ll DENOTES FILL IN WETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES E%CAVATION IN WETIAND , .. :::': � [VCObIPLE�'E PLANS 0o vor iee we i. . n�umo� W voT uu m� tu\'SSRL'CIIOu PERMIT DRAWING SHEET 2 OF 17 SPECIAL - CUT DITCH � , , SEE DETAII D ��_IS �_IS"`PES .... C�5^�IS"`PES -i'`PES._. -------- `-------------`---- -- -- � -- `__---_�'��<PE-��P�S � V � RFMOVE ��`-�''' REMOVE RFMOVF � �— KtMVVC -- �' EXIST.HW . . . . -�.I. _._. _ _ -( -_. _ _ ' _ .. . .. �.�� ._� .. _.. . . . . _ � .. . m REMOVE - � � - -- ---- - ---- - -- -. _. _. . _ . . - -. _ .__. __- ----.. _ . -__ _ ... . _ __ .. °: EX.24"RCP REMOVE `� � REMOVE "� � V � M VE � REMOVE -�pc �' 18" PPES IS" PPES id.3?, . . `� .. `_ � -��'i� � I � 18" �� IS" < < � .. ------ - --------- - J "--__ �- --- . ._ :-_ ----- - - - ' . , 15 EPES-- � ----- - .- - - -= C i � __ �-. .i -- - �- ----------- -- -- ---_ r'. EST. 14 SY PSRM I IS" PPES -�IS" PPES SPECIAL � , . Cl1T DITCH SP IAL LAT. EST, 13 SY PSRM � EST. IS SY PSRM SEE DETAIL E ST. 14 SY PSRM SP�CIAL - . . � .. . 'V'-DI H EST. 12 SY PSRM � � . � � � . . � � � . _ - � SEE DE IL C CUT DITCH -� ,.. �. SEE DETAIL D � � - � - . , ��' . . .. ' . � � � .. � SPECIAL ' � CUT DITCH \ �-1 � . � I I � SEE DETAIL D �SCALE 1" = 30' � O O + N � �� I — — —_ _ .. --- — -- -- z 0 � ;1 i» 1"=30' — / _'y�. � . r - SPECIAL CUT DITCH SEE DETAIL / JURISDICTIONAL STREAM DETAIL D SPECIAL CUT DITCH {u,ne s<,i.i o��n Nol�iol � p� Aape �.o�� a., o Min.D� lAft FROM -L-SiA.34+00 TO STn.3da18 Li FROM -L- STA. J4+25 TO STA.42+00 LT FROM -L- STA.35+]5 TO STa.40+00 RT FROM -L- SiA.41+50 TO SiA.4Y+D0 RT - --- ----- -- ------��:,�;� t � -� l ._T. - f T T .I T_ T__ 0 � REMOVE '� � - � EXIST-:-HW �� - � + i.ym REMOYE _ _ ._-_ . ._ .-- -- M n°' EX. 24" RCP REMOVE SITE 1 DETAIL C SPECIAL IATERAL'V' DITCH INe�ro s�oi.l Nemrol � P� fil Gre.nd 3� p Slow Min.O= 1.0 FI. FROM -L- STA.34+00 TO STA.35+]5 RT � �F DETAIL E SPECIAL CUT OIiCH ��mm xai=i f,e.� ona Ne u�al � 3'� Slcpe .�, 0 Min. D= 10 Ft � FROM -l- STA. 40 t 00 i0 STA. 41+50 RT IEGEND �DENOTES IMPACTS IN SUNFACE WATE0. �DENOTES TEMPORARY IMPAQS IN SUftFACE WATER � DENOTES FILL IN WETL4ND �DENOTES MECHANIZE� _ _ CLEARING � DENOTES HAND CLEARING � DENOTES E%CAVATION IN WETLAND ROADWAY DESIGN HYOMUl1C5 FNGINC(R ENGINFfR IrCO�IPLE � E PL:1\S ic em�umox PRELIJIIN RY PLA\5 PERMIT DRAWING SHEET 3 OF 17 1 .� • � � � � � � � � � - SPECIAL � � CUT DITCH � �. . , SEE DETAII. D - -__—�`_- CIS �IS'`PES- --_..�. 15, i.15° PPES - ------------- ----- --�---- -------.. .. <��. PPES �-� PPES IS" PPES — ---�< i - .. ` � -` _ i RFMOVE R � RFMOVE '��`�P' REMOVE RFMOVE � ! . .__ . -i. - . _ _ . _. _ . . '�� , ... _. . . . _ .. _. . . _. . . -- -- - -. _ _ . . - --- --._ . _ . _ . . -- -- -- - -. __ . . . �° � REMOVE '- �� M V R M VE � REMOVE or�nnvr �!' IS" PPES � � IB" PPES ��._ . . > ;-JFti �� 133' <--�� < < I <. 18" �� . "��< < ` _ _._-__-__�. �- �_ �` _ __ � _____. _ -______ __._ _ �, �_ . .__ _ - ___.____ � �-____ _ _ __ __� _ __- ..._ __ ___,_ _ . . _ . � EST. 14 SY PSRM �� IS' PPES- � � IS" PPES - � SPECIAL IS PPES �� 7:i;� CUT DITCH SP AL LAT. EST.13 SY PSRM EST.IS SY PSRPA SEE DETAIL E EST.14 SY PSRM SPECIAL - � � � 'V'-DI H CUT D,ITCH EST. 12 SY PSRM � ' - � . � �� . � , � . � � ' � SEE DE I� C SEE DETAIL D - � � - � � - �� ; i. .. . . �� , . . .. ��, � . � �� SPECIAL ' ' � CUT DITCH � � SEE DETAIL D � / i SCALE 1"=30' E ' P I � , Q ; � O O + N V 46 44 I 42 4� 38 36 I 34 ' 1"=20' HORIZONTAL 1"=4' VERTICAL m ._ .__i_ ___ F..— — _ ��f� 1 1' -� - l � , I � -- - � �i 40 20 0 20 40 60 I PERMIT DRAWING � SHEET 4 OF 17 - fi-- -_r =t-- ��---- ; �-- - �-- �_ �-- - �- - -- ;-- �� - �� I � � � � _ � � __ . _ i _ i � _ r __ ____ _ _ _, � _ � ' : ; � i �i I i I ; i , � I � � , � , � , � � � - ; -- - - __ -- � ; , � �'L- STA. 34+20.00 � i � . . PROP 1(a� 66" x 51" CAPA . � I �_.- : I � - � GPELEV.=47.12' � �� : . .__ — __._- __.__. ________ .__ . .�___ — � _ 1 __—___ _. SKEW=90° � '. � � � � L 80 � � _I: � .. _;. _ _....__.__ _ . . j I _- _. _._ . __ _. ___- _-- � . — __ I ' . ( I . ... I ....i . � � '. �. i ,� . ��. - �OOYEARW.S,ELEV.=46.1' �. ii � . I . ' ' . I . . . . , . . , . i . � , . . . ' .. . . . . I . .. ..... .. .. . . . . .. . . . I . , '�. i .. . . � . �, . � . . . . . I .. . .. __ . ��. � . � 4:1 (NORMAL) : --�' `-'�^� 4:1 (NORMAL) � ��. -. . ; � _". \ - _ — _ _ _ _ . _4__ _ . — —t � I - '� � � M, , EXISTING LEFT �- -� � , __ _ ..__._ __._ __..._ . NORMALW.SELEV.=4L5' �, ' I . ' �. TOPOFBANK ... --- � _� — ... I : � , � �, , � . . i . . ' � I I 1 � ' - ,_ . P OF . . • ._ _.. .. , _._.. I .. ... . ,... . I i,. '. ! �1 } ., .. ._ .I. _ —_' EXISTING RIGHT � 70 BANK �. . __..� ----' ' l I . , TM � . ' �--- �- ; .. � ;; i � , � I I � I . . . I �� _ 7 �___�' \ �, � I . `\1 �� ,.. .�, ' '�' . I I I I j � � � - o -- � — ---^— , i I / � � i � . i _� � � .... ..� �� EXISTINGSTREAMBEDJ ', . . - � � S 07775/0 ... . . � �. � � � — � � � ... ' . . � � � ELEV.40.05' j � �� - �_.. _ � �� BURY NVIN.O' MIN ) ! � �(BURY INVU 1.0' MI73 � , .-� � � - , ' '. ,., N.) � ._ �_ � I �- � . , _ _ I T- � � , �, � � i . .' . � � ' . . � • I . . _ _ �. �il . . . _ . ' � � � ! I ' � � I � � I � I � i . I �� I � I � f � - - --- - � � �� ' - �--- -- ' - : I � I � � � i j ! � � � I � _ , � ',, I ; :, - - I . _ - __ i ; I __ � __ i_ i __ I _ _ � 60 . � , , i I . _ - , -- - ; � - ; i -, PRO FILE ALONG STRUCTURE i � � - � �' _ _ __ _ _ SITE 1 , i � . _I _ ! � � _ � � _ j I _ i � _ , i , __ �_ � � _ I � _ _ I � , � , ' � I '� � , 40 20 ' 0 20 40 ' 60 , i 0 > ) DE7AIL D DETAIL F SPECIAL CUT DRCH SPECIAL NT BASE OITCH (Na�m kele� IAelle Seale) ..ol � 4\ 5e�x No� I � 4rem GmwJ 3,� D Greuntl 3� T �' OikM1 � j�°� si�e Atin. D= IA Fl. L�1 Min. D� I O Fl. B� 20 F�. FROM -l- SiA. 50+00 TO STA. 5I+00 LT FROM -L- STA 50+00 TO SiA 53+D0 RT FROM �- STA 53+00 TO SiA. 54+50 RT FROM -Y2-STA 11t00 TO STA.i]+e9 RT FROM -1-STA.S)+00 TO SiA.S]+50 RT DETAIL I STANDARD BASE DIiCH � No� ro smle� N�1�•el �rel c.o.�a ,e�� ]� p �1 Min.D� IAFl. I g I e= n a r�. "" -L- STn. 56+90 RT �q �� 3i 00' ,_I� _ _- 15°'JS' PPES-- ��- O O i ': i . . _. _. --_. + I _ _ � � RENI�OVE � N � �� 18"IPPES I' > . „_ _ ir ,_ .._.. _ ___. _ PPES " ` EST. 20 SY PSRPA �uono Ra'el c��.oi � o,e�� .a J� p ��' nm si�e � Min. D� 1 � A. B� ]OFI. � i� UtIAIL FI SPECIAI CUT BASE ORCH INO110 $aW c.w.e a� o �� oan � ° Sbpa �,�� Min.D� IOF�. B- a0 FI FRnM _I_ CTd SM1 � SN T(1 CTd 5] il1I1 Ri . 9 � ,;. `i "� � �� . ' SPECIAL , , � . . , � . . ., . � � � � \. , ' .' ' CUT DITCH . . � � ' '. � �� ' SE� DETAIL D ___ � ___ � ---� 15° 1�8P-ES---- � --------- -- � C-I - ----------.. --- ------ ---- . —� . > a > s —� 2" FOPS _�Ly�� RF �� --ER ._ _._._.. .. _ _ .. ____ . _ _ 40VE �/ R : , _,,..r' _— B" �-- > > —�� .,._. __.____'___' �. ` - -- 'I � 24"PPES - EST. 20 SY PSRAd SPECIAL . ' . CUT �DITCH � ... . SEE IDETAIL D LEGEND �DENOTES IMPACT$ IN SUNFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETL4ND ' '�' ' DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND � '� SCALE ��"=3Q' - �--• +�4'� �� r�.. - • "; ! . . _ _ . . ..ntrvwvt�tni��i-. �o,- - i 2 @ 24' RCP U� c+Sr��rTrr 1 .1_ -1__. - ._1- -1 1 . l. 1 . .HW � � � __�_ ___ _ -__ __._._ � E___ '_--E ; SPECIAL CUT .. . , BASE DITCH � -E---- -----... E --:--� � �� SEE DETAIL G � 1 SPECIAL CUT ` SPECIAL CUT IIII 6ASE DITCH � BASE DITCH SEE DETAIL H SEE DETAIL F � STD. BASE DITCH m ��, SEE DETAIL I 5=0.6% EST.70 CY DDE . .� .� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — � SPECIAL CUT DITCH SEE DETAIL D l '/ �P�C� P``' :NCOMPHI � �. PLA\ S 0o vor uee im .m�zsrr�.� 'RELIDIIN RY PLd\ PERMIT DRAWING SHEET 5 OF 17 SITE 2 JURISDICTIONAL TRIBU7ARY SPECIAL CUT BASE DITCH SEE DETAIL F �- _ 'IIi REMOVE � REMOVE O O t __. . � N __ _!.,. _ i '3 - _ 4'J U / � � �c�' F ' 9 2� I ' HVY I � / � �� / F.' ' ---------------------------------------------------------._-------------------------------------------------------------------------------------------------------------------------------------------------- _ . . . _...----- z 0 > P ^ � l I _� � —.� T�� A PPES DETAIL D SPEUAL WT DRCH (NO�m sml�� v.o.i qhM1 NoNral � l\ Slepe Gm�rd �;� 0 nu�.o= i.on. FROM -L- STA 50+00 TO ST0. SJ+00 lT FROM {_ STA. SOi00 i0 STA.53+�0 RT FROM -YZ- SiA 11+00 TO STA.1Y+89 RT DETAIL I STANDARD BASE DIiCH � He� re s.mo� c,.,ai �.e�� e��a g,� M1� 0 .w,,.o- i.oF�. � B= 4D H. —L— STA 56+90 RT SPECIAL CUT BASE �IiCH �Nd�e Seel.� c.ud � D�k� e�.a 3� p • 1 h I " I si�. � Min. D� I 0 R. B� ROFl. G aunE J.' I D lo se3,1 OIIeM1 I °I Lape � Min. D— I 0 H. B� 4A Fl. i ��1 !fl vuru n SPECIAL CUT BASE DRCH �Nalb Seol�� c,a�e ,i.� To �'� onm ` supe � w�. o- i o Fi. B� C.0 FI. a , . ' � �� - - - SPECIAL . � '... . � � . . � � � , '� CUT DITCH ' � � I � � ' SEE DETAIL D � i i: � � - ' .. -- --- -- - - JS PPES� � IS'.P-PES-- �. > � >-- - � � s� u, �- - ----- IS' -------. --------- ---- 2' FOPS - �i€i��IpV€ . . � = �� _ _ � ' 18"IPPES _�-'— � EST. 20 SY PSRM � LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER I/! l. //I DENOTES FILL IN W ETLAND � �ENOTES MECHANIZED QEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND I SCALE\ 1"=30' _ ../ � . _ � . _ . � _. I . _... . _ . � _ . MOVE �� __ �R� %' � ^:5 IS" � > � > —�� 24" PPES ` EST. 20 SY PSRM SPECIAL � - � � � . CUT ��UITCH . . SEE DETAIL D � a �"�' �� '!: _. . _� ----- - - - � --- --- -- - REMOVE-�XIST.-�-- VE � - - .. . 2 @ 24' RCP _. � �� cc�rl �Trz. I _._l— 1 _., _— � _l .. _l 1.__L -_ . _n. �� t � _ �_.------ ---- ----- --� -- --- E_ —E _--- i ' SPECIAL CUT �� BASE DITCH . -E---- . - ---- E . -.--� SEE DETAIL G SPECIAL CUT � SPECIAL CUT 6ASE DITCH BASE DITCH SEE DETAIL H SEE DETAIL F ' STD. BASE DITCH m � SEE DETAIL I 5=0.6% EST. 70 CY DDE .� � .� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — � �P�� P`�' 0.0PDWAY OESIGN ENGINCLR NW�IWLE E PLdSS ��r ��.e roa i+ .muwnon� 'RELIMI�' RY PLA\ m no* �sa m>�amccnon PERMIT DRAWING SHEET 6 OF 17 SITE 2 SPECIAL Cl1T BASE �ITCH SEE DETAIL F i REMOVE � REMOVE � � �� :�l�i �!- ,4;:., _ U / � � �2 + 9 29 � / SPECIAL -� HW 7 � � CUT DITCH ��G SEE DETAIL D � i' O O + � � �� I ' ------ --------- --------- --------- --------- --------- --------- --------- --------� - ------- -------------- - ___. ..... ....------ - -�---- ..... ... _ _---- .. _ --- - --------- --------- --------- ----------------- ----------------------------------------------- � DETAIL D srean� cuT oircn � uor �o scnle� Fra ouro Nom�ol � p� Slepe deuntl .?�/ p Mm.o= iofi. FROM {_ STA. 58+50 TO SiA. 6Y+50 LT , � � DETAIL A SPECIAL IATEAAL 'V' DITCH �Noiio Seo1e� Nowml � 3'� fll c,00.d J� p sloo� Wn.D= IA FL OM —l— STA. 63+00 TO STA. 65 � 00 I DETAIL C SPECIAL LATERAL 'V' DRCM �Nalla S�ole� Noi.ral � 1� FIII c,e.�d a:� p uea Min. D= lA f�. Jm —L—STn.65+-00 TO STn.66+00 RT / JURISD'C7IONAL. TRIBU7ARY �� r, � � o — \ � �� -�� SPECIAL . . � . . . . . ;i-i� �:- CUT DITCH _ . , .. SEE DETAIL D -' -� - � � EST.16 SY PSRM � _ � IS' PPES I5" PPES � ---�`- -.._--- --Di 15. . . __.`-�--- �- `- �,_ 15„r � 2GI-D 15. --`------� ��< � REMOVE REMOVE REMOVE___ ___------------� F i r �.=i RE O O -� - LEGEND �DENOTES IMPACTS IN SURFACE WATfR �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETLIND � �ENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES E%UVATION IN WETLAND hW SHFfi NO. 0.0ADWAV DfSIGN HYOMULI ENGINECR ENGWEE [\C9?IPLE E PLA\S u wa i. �romsmou PRF,LIhllN RL' PLAN PERMIT DRAWING SHEET 7 OF 17 SITE 3 ' �'- -- �.._ � - - - - - _ _ -_ _ —_--ti-- - _ _.-_ . + u op- -- � ----. . _. . - -� - - -- ----------- � � ----- --- -__. _ _ ___ REMDVE. �� _ � "� Q EX. PiPE 1� ---- - - -�- - - . . EMOVE * r�l � �� F ��i�,_ - - ZGI-D RI I �-- ----�--- r�3 �r�i" _. . � . EX FES� - _ . ,.�u0 ,._ 40:Ju 5� , 15'PPES REMOVE REMOVE � ___ C %��, .� i 50,00� w , I" PPESE__ �� i, E 4° CROCTION��E �8" PPES � �- �/dPl�z . -- , � � � �-'-� � r- � � � EST. 16 SY PSRM �; � . �� ,. _ �v ' Iw � L FILL W � REMOVE FLOWABLE � EX.FES MATERIAL .� � .� � � � � � � .� r�. C� 1 ��`<� � R'!:� �� SPECIAI. I AT. SPECIAL LAT. 'V'-DITCH 'V'-DITCH SEE DETAIL A SEE DETAIL C � ►�i .�, F � l0 DETAIL D srecia� cut oiun � Nei re s.aie� v� onm vml � P� Sleo� c,e��a d� D Min. p= lA FI. FROM -L- ST0. 58+5D TO STA. 62+50 LT I - - � SPECIAL � � �-�q'.� CLIT DITCH � �� .� SEE DETAIL D . ".. . . .. ..' i.. . . � .��. � — ---- ----- - - ' . ----- -------- ------- 2GI-D �■�4 < < - IS,,;- — - � IS" I ��. REMOVE REMOVE DETAIL A SPECIAL IATERAI N' DIiCH �Naiio Smlel Ne��ml � 3'� HI c.e..a �,� sioa= D Wn.D= 1D Fr. tOM -L-STA.63+00 TO SiA.65a-00 P DETAIL C SPECIAL LATERAL 'V' DITCH �N011a Scole) Nol�ml � P1 Fill Gro.�d 3� p Lece Min. D= lA Fr. O/a -L- STa. 65 �� 00 TO STA. 66 �� 00 RT JURISDICT IONAL. TRIBUTARY � � EST.16 SY PSRM I5" PPES I5" PPES � �< _...---.;. IS" < REMOVE____ -------�- O O. — .- .-- __.___.— + ; �p .. . .--- ---. .. _ .. __._--� ---- — -.. _.------- ----�- -- � �� ----- ------- REMOVE +i1.21 � . EX. FES��.�; _.�3-�-r ... i - � 15.00 � . . 40.00 . i �\@ ,C� - r' � ).UO� w P/ E � . , � . . . �� rl> �i . . I -3 , 7'y �� i / � i� � FILL W/ ��. REMOVE '. FLOWABLE EX. FES MATERIAL ��. '�. .� .� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � .� 15" PPES LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARV IMPACTS IN SURFACE WATER � DENOTES FIIL IN WETL4N0 � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETIAND [NCO�IPLL E PLA\S .� � wa i..miumo.� 'RELIbll\' RYg PLAN PERMIT DRAWING SHEET 8 OF 17 SITE 3 � 'I ,_ . ,...., � ... ,. I .. I , �---� ---�-- �� O - — O -- - -�- �3EMOY!�- -. + _ --. .. . . _. . —� FX.PIFE �� _ �►-.__- - � � -- - -- 2GI-D REMOVE I � R6MOVE REMOVE � C C_ __ _ C� I'�" PPES 4" CROSS PIPE �8" PPES E--- j E-- N S� E �� EST.16 SY PSRM SCI LE ' SPECIAL LAT. SPECIAL LAT. 'V'-DITCH 'V'-DITCN I1" 30' ' SEE DETAi� n SEE DETnIL C °� I '-------- --------- ---------------.....---- _ _ ..-- --------- --------- --------- --------- --------- ------ ---....— ------ - � ------ --------- --------- �- —.....------------- — . . _ .---- --------- -------- -- -------- �� --------- --------- --------- ---------------- z 0 � �.,._.. IS"RCP-IV-..-.-- - . . . . . .. _ I .. _ .._. +'�. -�.:t' —; i ; — —_ .� REMOVE � ,F ��, o� � �� I�v�n ,- ,.%' 24' - ._. - I r, , ;'. � DETAIL K �"°°° `°'�`� NLVERi CHANNEL IMPROVEMENiS �UPSiREAM) Nalurol NaoV�ol cro��d �qq D �P�'� e Coirfibe�MClling � Cotr fIbB�Malling w5eed Ativ Vpp.6't0 �./Seed Mia O= Vones E4.10 CT EXCAVA90N (!o Top of Bank� ESi.lS SY SY MAIIING J r -- REMOVE � . SITE 4 DETAIL I �"°��°s`°�°; NLVERT CHANNE�IMPROVEMENTS (�OWNSTRE4M� Nororal Nalurol c.o�n �Aq p �PP' croune 1.5'Min. IosslRiO�a VA0. 6' i0 0= Varies f5T.18 CY ESUVAIION (�o iop oiBank) FSi.16 TONS CUSS IRIPPAP FST.33 ST GEOiE%IILE FAB0.1C SCALE i"=30' �� .€:�f/' . �itp- �.v� �''' i n -. . __._ o-�';&>____. _____. .__.. RCP-I� - g�G �',�.;�� 24" RCP-IV � .24" RCP-IV CB-E —� > CB-G pn� —' > � I. .�-: . . __ . i ._ _ . T � —U . . .. . —c� _ _ . � �� . . . ____ __________ ' C&(; �� - S: C&�S � . F � CB F � . f;4-1, J: . - -- --. .... . F \ RE �.OVE ,/ �--_ � �'7J7 ----- ----- --- _._- � �` � . � , / ..__._ f-'. � _.,`_ .'.- ,,.,,. _, �' F . _ ,; _� � �� „�_ . . �i � � / J - CULVERT CHANNFI_ J �. IA�IPROVEMENTS (UPSTREAM) SFF DETAIL K JURISDICTIONAL STREAM .� � � � � � � � — LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETL4ND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARWG � DENOTES EXCAVATION IN WETLAND CULVERT CHANNEL IMPROVEMENTS (DOWNSTREA�U) SEE DETAIL I RW SHFfi NO. aoaownv o[sicN nrouwcs [NGW[[R ENGWEfR I�'CO�IPLE E PLANS e wx io . �'RELI�IIN RY PLANS PERMIT DRAWING SHEET 9 OF 17 RCP IV ' -_._ - - --.... �E �� REMOVE � 9" RCP-IV CB-F IS" RCP-IV - -- � „ ---.r REA-IOVI ,y�v� .-___ _.__.� -.__._. < �24" RCP-IV _________�8, G "V ' _ SCALE 1"=30' � I ; ' zn ,q �i �� I � _ ___-- - - -- -- - _ -- - �i i� DETAIL K �ua��os�oi.� CULVERT CHANNELIMPROVEMENTS �UPSiREAMj Nawml � 0.� � oun' Gm��d qR, D �P' ' d Coi. fibe.MOnine I Cob fibe�Mani�p u-SeedMir �,VA�RT�O� WSeedMi� �= Vaiies ESL.40 CY E%CAVATION (Io iop ofBank� Ri.RS SY SY MAnMG z o — — / _ � � � REMOVE �� REMOVE : _\ , �- ' �!� � 's,� _ �� _ _ � �� . "��,,o ;� � . `_ - �.. v�n ,-�� "� \ ; ;':-'.��....18"-RCP-IV� ..... .' =-- . 24'RC -IV � —'- ' CB-G� _.. _ rv .. + � N. .. . .. _ _.. . . � . __. . . . _ . � � —� ---- ------ — _ „ ..�M�_ \ � SITE 4 DETAILI �"°��°s`°�°� NLVERT CHANNELIMPROVEMENTS (DOWNSTREAM) Nom�al Nowml cm�� A,p p �P�" craune 1.5' Min. loss I RiP'op VAR.6'i0 D= VOnBS EST.16 CY E%UVArON �TO ToD oF Bonk) ESi. lb TONS CUSS I RIPPAP f5i.33 ST GEOLEMILE FABRIC SCALE 1"=30' ", , s - < � -' --- - - --�,_, .- __- ----.. _-F g � 24"RGP'N `_ z' 24"RCP-IV CB-E � � CB-G r� � > - - .---_T ---- - -- -- I _. _ . .� . . . �� iinri� . . __-SJ��r.._ _ _ . . . .. U � ��► r CB-FI . >. . ��h,�; . i -- � � ��-� { CB-F ----------- �---�--- - ��` `� ��RE �-0VE r �t7r_'� � i°�>3 � \ �� Y . i{ ' ��L(_T �'. f � �� — � �� F — � �,��s_ �_ . ,.� _� _ � � ��" CULVERT CNANNEL -� IMPROVEMENTS (LIPSTREAM) SEE DETAIL K JURISDICTIONAL STREAM • � •� � � � � — LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARV IMPACTS IN SURFACE WATER � DENOTES FILL IN WETLAND I '_ `�� OENOTES MECHANIZED � ' � QEARING � DENOTES HAND CIEARING � DENOTES EXCAVATION IN WETLAND CULVERT CHAMNEL IMPROVEMENTS (DOWNSTREA�W SEE DE7AIL I PROIECi RFfERFNCE NO. SMEEI I R-5023 9,C �3 NN SHFFi NO. ronownv oesicH nrorznuuc ENGINEEA ENGMfE0. I�*COMF"LE � E PLANS u roa iv . PRELIDII�' RY PLANS PERMIT DRAWING SHEET 10 OF 17 .-�98" RCP-IV _ � - .. __ _ �,- ��R MOVE � REMOVE -� -- -- - 18" RCP-IV CB-F 15" RCP-IV � CB-F '�- � '�t- REAIOVE O� ,+�OC. - � } "— "� + � �OPV.J . . _ . . . _ C=. _ Q.� `_I __'� O` i Y �24" RCP-IV --------�B G -----�i� . I _i _ ._- --�- � ` - - --_�- -- - , , SCALE 1"=30' � � �",G_ �6V �' �— � �� , -_ _ _ - _ - - _ __ - 1"=20' HORIZONTAL I 1"=4' VERTICAL _..' _.__..__i�----- I _i � � � I � : ___ _ _ __ i i i46 44 100 YI 42 � -.. -- - -.--�. . � �� 40 ' - '� NORMAL W.S. ELEV. = 35. 38 ; �__ _ , 36 � - - . - � - - - - I' - - t - ' 34 32 _ - I j _ � I � I 30 _� _ _ _ I _ � I -- -- _ { . � . ' I � I .I. ___i _ �_. __.._ . __ � . I .�... .. � . _ . ... I _I � � � ..-�.. .__E . _ . � - __._ . _._. �� I 80 60 40 20 0 20 40 60 80 PERMIT DRAWING SHEET 11 OF 17 �f i � � I , I-- -� -f-- ;' - ---� - ;. � � � � 46 _ --- �_ _ �-_ 44 I q2 _ . _.��:.. _._. __----_--r-_. � -�_ .... � . I 40 -i- ir - 38 . I 36 -- I 34 I 32 STREAM BED . 30 � _ ,. _. _ _. �_ _._ . : . � _.-_ i___.__ .. . '_. . .__. .. I .... _ __. .: � ,, � �', . . � . . . . . . . _ . .. _ . . : ,. . . ' '�.. I . 20 0 20 40 60 80 Z O > l_1 1 DETAIL L roE raorernoH � rvm m xm�l _v, .% N�,�,a� y ` Graund d l �`-rszw d= IA FI. iype dLiner= PSRM � 1 • � � � � � � � � � � - LEGEND �DENOTES IMPACTS IN SURFACE WATEft �DENOTES TEMPORARY IMPACTS IN SURFACE WATEft � DENOTES FILL IN WETLAND ' '�' ` DENOTES MECHANIZED CIEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETIAN� MV SHffi NO. nownr o[sicu Mrouuucs ENGINC(R ENGWEER I�ICO�IPLL E PLANS iW . PREI.I>IIV R1' PLA\S SIRL'Cf1O�' PERMIT DRAWING SHEET 12 OF 17 0 � + � � Z O > E � ' ..___-_-____-___"___________________________________________________________________________ _ _________________________________________________________... l DETAIL L TOE PROTECiION INa��o Seole�m M1� PS�oP Nolurol F� Ground d esnn� d= IA F iype d Liner= PSRM � .! � � � � � - LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES fILL IN WETLAND ' '�' ' DENOTES MECHANIZED CLEARING � DENOTE$ HAND CLEARING � DENOTES EXCAVATION IN WETLAN� ENGINLCR ENLINEER I\C9AIPLE � E PLe1NS iv .m�vmo.� PREI.I�IIN RY PLANS m .or �se w masrx��rnon PERMIT DRAWING SHEET 13 OF 17 0 0 + � 0 0 > SPECInL Ni DIiCH SfE DfiAIL � WfT[NlO 5 ID CLEM EXISTiAG G� 5iD.8e5E Clitx — SEE OEiniL M�— s-3.�"< [sr_lo c-r soe ' � �?ECIAL ' wi oi*a �� .;•'scE ocaaii � - .' / � �uaim�cnoxu S�FEAN DETAIL D DETJL4 DEiAIL M sawPl Nr olrcX w[cuL ui[vAd v olicN suNOneo aes[ oprn ,w,suo-, rooio:�im � o�n,.o�, �a;;p a.�i. r• �ea _.:=a. �. ,.,, i�V o M1. .z. wm.o- iovi. ` . � ^vo r�o n f0.0M -EL-$i/�.]3r50I0 $IA.16a30 LL F�o� �,Or, _El-STA.35aJ0 RT F0.0m -YI-9n.Utt510 SG.IS+W li FROM {�_Sin.]3+00IOMSIA-0d+80R rxoen -n- Sra ia.so ro Srn u�so ar �aum -e�- srn vv+oo ro srn. as. io er N SITE 6 REMOVE E%IST. HW PFMOVE % -..��'�. `. r C . . -- �_ --- • — --- �--� — � �_�_ � IS' PPES � :�f�� %'��i /� s/�A � �4l E � '� ` SPECIdL cu* oir�n I SEE CEiAIL � , �` N� ��o N4D 83/NSRS 200' ' � LEGEND �DENOTES IMPACTS IN SURFACE WAiER ��[i�111A DENOTES TEMPORARY IMPACIS IN SUNFACE WATER � DENOTES flLl IN wennNo ' '�' ' DENOTES MECHANIZED CIEARING � DENOTES HAN� CLEARING � OENOTES EXCAVATION IN WETLAND � Rw SHEfi NO ��WAY DESIGN HYOAAULIC ENGWEER ENGWLLP TVWJIPLE E PLASS .� - ma iv .rn�wno�� PRELI311�I RY PLANS � .m �� ro ro>�e,x��,o. PERMIT DRAWING SHEET 14 OF 17 .. SPECIAL LAi. V+pIiCH . SEE OEtaR C REi�O'�E _ �' +��__-- . . . LsLVVES --. _' ' —_ ._—_' —__- _-- --J-� „ _ — — — — — -- — — �;,,-'—' s —_ , — _. � ---- �- 1 _E� I "� ----� � , . ' — • �—� _ �- � -- ��'_ _ - - - . „ ' �—_.—__ � � _ . . -v . _ __ . __.— _._ -__ — _._ � --__—_. _--- _��_ $PECIAL LAT. v'-Dii[e SfE I1Einn. C . � 1 � � � � � � � � � � — W P i' � � m :n � .-______ _________ _________ _________ _________ ______"".._ _._....._'______.._.. .." _________ _____"___ _______-_- _-____-_.'_ _________ ______-__ _-_______ _________ ______________._._.___ ___-___'"_..._____...__._...___._____ ____________-___-_ _ 0 ; DETAIL D DETAj� DETAIL M SPECI<l CVL DIICH SPECIAL lAifGL'V oRCH SIRNOARD BASE OII<H ixe�ie sdp �na�e a.l.� �vorw svbl uaw � ��? Skp< �e.m � 1_\ .wv ,.b a., m��n .r.,1 • o ✓In � 1.0 ii. in.D= 1.0 F. � - 10 R. F0.0.e -EL-AA.]3r50 i0 5lA.]6��30 ti �' � -E45TA.35N0 Ri fAOM -Y45iA.IJ�:S LO $iA.I5a00 �� fROM {�_ SiA.t]i00 i0 SiA.]It00li FPOM -TI- $IA 13+50 LO $iA 15�50 RI FROM -fL- $lA ]9 � W 10 $iA. ]51�10 Ri $PECIAL CUi p1iCH SEE �ETAIL 0 W£T[AND l5 i0 CfEM'al/ �° EX5TiA5 O�TCH STp.BdSE CITCH �� $EC DC1A��M ESi_10 Pi BOE � �PECIAL -�3__,�?`� ' cu1 oi*a , �• SEE OEiAIL 6 - � �� l / � �.� N AEUOVE ExIST.Hw FFAIOVE -� 'i JOR501�RE0.M� 3 � n / V SCALE d"=50' E sn �A�i+- ____________________________....._ '________-____--______________-__________-_____ SITE 6 ��___�-; .. � . C -. - __-_-__-� —�_ � IS' P4ES ■ `i�' � � / � �/ ; / � J� / REUOV�� I'-..�`' �.. _ E _. SPECiAL cu* oi*n� SEE CEiAIL D �1 NC �GRID NAD 83/NSRS 2�01 1 O n LEGEND �DENOTES IMPACTS IN SURFACE WATER f.!iL1///A DENOTES TEMPORARY IMPACiS IN SURFACE WATER � DENOTES FILL IN WEiLAND ' •�' " DENOiES MECMANIZED CIEARING � �ENOTES HAND QEARING � DENOiES E%CAVAiION IN WETLAND � SXEEI NO M4 SHEEf NO_ nr o¢swN Mrov,wcs iiNEER ENGWEE0. 7C0]IPLE L PLANS tELI�tI�' RYA PLA\S Po �OT 459 Yo m�'SiRI'CIIOY PERMIT DRAWING SHEET 15 OF 17 ' SPEQAL LAi. V"pIiLH , SEE DETaR C pE�eOVE . . �5'3PS5-��- _ ._ _� -_.--_. __ ._____-.____ _-�--' - ' _ ' � ___.___-_ _.-_ �� -GL� � ��---�- _ -�. � ;: _-_-_'�_ .;.-. _—__ � �� — _ _ ��' __.. - - ' - F . > -- -i � � ._..._--___ r _.___.. -_- ._" _ __ _ _.. ___ � _"__--- _-- SPE[IAL LPT. v'-Drt[N SEE OEiAIL C 1 1 � � � � � � — W 0` y" � �` 45 40 35 1"=10' HORIZONTAL 1"=10' VERTICAL LEGEN� �� oENOTES FIIL IN riiy� WETLAND F�T�fT DENOTES EXCAVAiION ��Q IN WETLAND � OENOTES MECHANIZED CLEARING 50 40 30 ____i__ -i. ---�- , i , I I . .I I ��. ... ' m J> S 3.� 36.67 20 10 0 -E L- 24+50. 00 I � (-EL-) m J � 0.067 � �.�%� _� � - I I � 30 I _ i I I - - - - I I � l : ! � -EL- 25+50.00 i ', I _I � (-EL-) J I - -- - - - -- _ - ; i i ;45 , --- - - - _ _ _ _ _ _ . I ' , i o. 40 _ - - 0.060 � � I . , -- 3=� -------� �:1 � - �� . � i . 35 ---- ____ �� i �- i 34.80 ' V/� i i ; 30 =- i __ � � , i ; ; I � I � i � ' i - - _ _, � � I ' -Y9- 14+00.0 I ' I I � (-Y1-) i i -- - - -. . . i ' ,. . .. ', . i _ . . '. _ i - ... . i , .,, , . I. . . i WETLANDS , , I � , � ao ____ _ -�—CONTINUE ', !m ' i I OFF SHEET ' ' —' ' � 0.024 j 0.025 35 I, _ _ � .., ___ .. .. . _ i Q:1 - I. i -------- 3 �'/ i �: . . . . •I �� i 30 _ _ I 31.82 ' i ; i i I i 25 I I - _ _ _ � I _ _ I _ , ' ,_ , , , 10 20 30 f{ - - ---�--- I I I ._.I� �� __.�__.. ' I I 40 0W 5 10 PROI.REFERENCE NO. �L 2-SOt38C 50 PERMIT DRAWING SHEET 16 OF 17 WETLAND CROSS SECTIONS SITE 6 I . � � 4:7 . � �\ ; �4 I i _ _ i I i_ � I - ' I � i - I :I i � ! � � i � WETLANDS 45 40 35 30 �; CONTINUE s� � as my� OFFSHEET j 065 ' S I 40 _, ,. ` . q; � . ., . I ,. . '�. . F . ' , . \ F F F --_- 35 I � - -- I , � I _ 30 �: - � i � � 0 ' _ , � ` i _ _ � i � _ 1 -- - � I . I . , ' I -. � i � I_ � ! i __ � -- _ I � I �! � , � __ _ I '_ ao ' , �, I ' ' I I I _ - - _ I 35 . . \ _ ,, .,. . .. . _ ; . -. � . �•� 3:I ____- ' . ��`' � .�-� - ------ ,---'� � .�� , 30 ' 30.45 ' �� I .. . . �i I ' i I 25 I I. I il i � , ,-- 10 20 30 40 50 I ' _--_�' +�Rs" ��t�� f��s, cA..L 1 Pm�rd TrarlingT'n. (lnlenml U<� 14-03-0006 IIISTORIC ARCHII'�CTUR� AND LANllSCAPliS **SURVEY REQUIRED FORM** 'This Form only perWins to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PRn.IT,CT INF(li2MATinN Project No: R-5023 B&C Counly: Onslow WBS No.: 41922.1.1 Docr�nrent T e: Fed. Airl No: STI'-0053(7) Ftutrli�:g: St�tc Federal Ferlerrr! Yes No Pennit N W P 14 Permil s : T »e(s : Proiec! Descrii�(ion: \viden NC53 belween SR I ll 6(Onslow Pines Road) and Southwest Flementnry Schoof, from 2- lane road to 3-lane road with 2' paved sl�oulder. SUMMARY OP IlISTORIC ARCHITECTUR� ANll LANDSCAP�S 12E Descriptioit oirevieiv nc(ivi/ies. resrdls, nud eone/nsions: Review of HPO quacl mnps, HPO GIS infonuation, historic designations roster, and indexes was underlaken on Marcl� 19, 2014. A survey is required as the project c�rosses ihrough the NR lisled SouthH�est Historic Dislrict (ON947). There are several other survey sites and properties over fifty years of age within the APE. SUPPORT DOCUM�NTATION ❑Map(s) ❑Previotis Sutvey Info. ❑I'hotos QCorrespondeuce FINDING BY NCDOT ARCHIT�CTDIL4L ]IISTOItiAN Historic Architccture and Laudscapes -- *"`SURVEY RGQIIIRFD** n � � . _ _ �� I � -_" I �J j�, (�i�. , ��; i��.___.__ � �� NCDO"P Architectw�al Historian Aulicii�nlerl h'ielrlivork Co�uvlelroi� Dn1e: September 2014 llate ❑Desigu Plvis ui,��„<.s,��a�ne�n,��e �»,dta��ts�„„�•r suxrcr tutLn ��ast� r,�,�.'o. nrn��, n��,�r��„rm�o,� r,��ir�es ,,, g„�i�p�do, d��• .nn� r�>��n��a� .a.e�x��„�r�e_ Page 1 of 2 _._....._......__ _.._.. aiw:eE..d...Yxrvn�xw. i a • oxmuw; xa:.i� �l I I� , imWi. m� a�ei-' x\ � . aume� o;n. 2 � 8 f am . or1ofia[x.�Ai...xa..qo.n.ry t�r, I q eAa qyq)eJwSf.m.4fpmtpi • o�mr�n.nn.:yda,.�o�..9 \� � r . • si � p orvw�i r,.„ ca�e xe. � . . :S c�Rx �� 11 rs tll< M� t"bll �� x p!(65NJelnJYNUO�� a.' ' ^ Jd �411a 1 �. �� pi0j�&-4r Wi��l .vrA� WfenW Ikt�rlW�.f�) �� , PYtM1�OVfMW601N1t10�\$}f IC1i�ItT � Iw�ll mly i � / MNNO�oµ�,'RmHw 1 � w��l � °� � / ON4L4�F°�ee�f nw � H �� itl � rouewn.��peand�ue ¢ 0.1•� mmns�.,.,m:;.,xo.. a;aim�e.ne.,w:wxw.. �� s �i_., ,qeo-..� i . ��'4 � WMblftt�ntlPal�a4Na'ialOwe):�- 11)If! Y.��y .O6ver�Mq��V.In��rlWe.r1 n •..� . pJ(�yp'Alqlv-CMCnN�{)i t •CQY.]CNEWiYmhn'¢6u'an��ii.q6i 9 m�R�M�enAk�LnNOU��: � I1 s n � . ��pY � � 'f 'E .. QIWHJdNeryA\ui�n�nllh I�/1 �� .} { � } F�ti»!d i,Y �wMw• : ��r� • •'�� t d�WtBBUiely �� / I � i� � ` � �/� n>nn � � 2f"' � I f j . _ ___—__ _. _ � . ..—_—\�— —`1` IiPO G[S. a� wr1�w a a�wro s�...,w. e�.p.e x,... Ib� !-Irti�urnur- dl ��laipaSl�lt17:P2FOillNIDJ'nm(�rAll�r7i' .�ortuuu -�jr��arQn�d�dinJ�r200:[iv.gnnnironcAAraeeueue �i1�2 �. 0�` 2 ; _ __ _____... � 14-03 0006 I , �- '��rn� NO AI2CHAEOLOGICAL SURV�Y REQUIRED FORM ,�,,;j��'� y�s� ��; This fonn onty pertains to ARCHAEOLOGICAL RLSOURCES for this project. lt is not �� oj �, o�,-, �'i� valid for Historic Architectw�e and Landscapes. You must consul[ separately with the � 'd� �.,.�;«@�� Historic Archi[ecture and Landscapes Group. t�'��'j:pG�� PRO.TEC7' INFORMATION Pi•ojecl Na.� WBS No: F.A. No: R-5023B&C 41922.1.1 STP-0053(7) Federal Permrl Required? County: Onslow Docunae�r[: Faniding: ❑ State � Federal � Yes ❑ No Pe��init Type.� NWP 14 Projecl Descriptiois Widen NC 53 be[ween SR I 116 (Onslow Pines Rd.) and Southwest Elementary School from a 2-land to T 3-lane road, including a two foot paved shoulder (Figwe 1). SUMMARY OF CULTURAL RESOUI2CES REVIEW Brief descriplion of revie�v nctivities, results of review, nnd conclusions; A review of tlie tnap files with the Office oF State Archaeology on March 18, 2014 yielded no recorded sites. Two earlier NCDOT projects were listed on the corresponding map, R-5023 and a Division 3 project on SR 1130. Both projects are located on the east end of the current widening project. The SHPO issued "No CommenY' letters for both projects. Brief Explmmtion of why t/re nvni(nb/e iujorn�ntion provirles a re/inble bnsis for rensam6ly prediclir�g t/iat lhere nre no mridentified drsloric properlies iu tde APE: Current plans call for widening of NC 53 withiu the existing ROW of the current highway. No sites are recorded in die vicinity of the project and two earlier NCDOT projects elicited "No CommenY' letters from SHPO. With no impact on new location scheduled for the proposed project a finding of no further work is warranted. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey hifo ❑ Phatocopy of County Survey Notes FWDING BY NCDOT ARCHAEOLOGIS'P NO ARCHAEOLOGY SURVEY REQ UIRED ❑ Photos ❑Correspondence Other: •.No.dliCllAIiOLU(�i F SI//il'GY 12EOU/171iU "/ir m Jnr A✓iuor 7lmrvpnrlmion /'n+/ec4 nv OunLfied iu lhe 100' I'rngrmumuno Agrrene�n�. I o(2 NO SURVEY REQUIRED FORM PROJECT INFORMATION P�oject No: NC53/SRll09 WBS No: F.,9. No: 43463.1.1 n/a Federal (USACE) Permr! Req¢dred? ProJeci Tracking No. (Internal UseJ 12-07-0046 Coioiry: Onslow Document: Minimum Giteria Sheet !'tmdn:g: � State ❑ Federal � Ycs ❑ No Per�nrlType: NWP14 & WQC Project Descriplion. This project proposes !o realign [Ge "T-intersectron" of NC53 nn4 SRI /09 (HoGy She!!er Rond) wes! �JJncksonvrlle in Jlie comnwnily ojWnllans Slore in Onslow County, Nor1lt Cnrolinn. Work wi!( indude a 4 foo! ertensinn njnn exisling 18" RCP, rentovn! nnrf replacenrenJ oj !wo drivewny pipes, anAinsinlla/ian ojn nronolilhic is/nnd on SXI109. The archneologicnlAPE exlenrls 400jl. in ench direclion jrom lhe inlersection nnd subsrmres the IOOjI. wide ezisting rigGt-oj- way a[ong NC53 nnAllie 60j1. wide right-of-wny on SR1109 bot/r as depicled on Uze vicinity mnp. SUMMARY OF CULTURAL RESOURCES REVIEW Briej�lescription ajreview nclivilies, resid�s ojreview, nnd conclusions: A map review and site f le search was conducted at the Offi[e of State Archaeology (OSA) on Friday, July 20, 2012. No previously recorded archaeological sites are situated within the APE, but one prehistoric resource (310N277) is located adjacent along the northern side of NC53 near/beyond [he western project limits. Recorded by an amateur status individual in February of 1979, the si[e form maintained at the Office of State Archaeology (OSA) contained absolutely no information regarding [he sires environmental or altural contexts. The resource remains unevaluated in terms of National Register of Historic Places (NRHP) eligibility. All indications place this dubious resource on an elevated, well-drained upland land sur/ace several hundred feet west of lhe intersection improvement locale and ou[side any potential impact activi[y. An examination of NRHP, State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties utilizing resources available on the NCSHPO website determined that none of the above designated properties with potential archaeological subsurface deposits were located in the defined APE or dose nearby. Furthermore, topographic maps, his[orical maps, USDA soil wrvey maps (Ba6), and archaeological/historical reference materials were inspec[ed by the cuitural resource specialist to evaluate both environmental and cultural factors that may have led to prehistoric/historic occupation of the APE. Aerial photographs and the Google Street View map application were also used to lend a first-hand, on-ground perspective of the land surfaces within and surrounding the APE to assess the level of impacts and disturbances that may have resWted in the degrada[ion or destruction of formerry unknown archaeological deposits wi[hin the project cons[ruction footprint. BrieJEaplanalion of why tlre nnailnble irefornmtion pronides a re[iable bnsisjor rensonably prertictirrg llrat tGere are na unirlenlified historic properties in !!re APE: According to engineering design plans subml[ted by the division environmental officer, the proposed construction work is to occur within lhe bounds of the existing and highly dislurbed righ[-of-way corridors of the Iwo subject roads. The projectjurisdictional fea[ures map illustrates that the APE ground surfaces between NC53 and SRI109, as well as on the northern side of NC53 near the westem project Iimits, are characterized by wetlands. Aerial photographs and the Google Street Viev✓ map appllcation further demonstrate the disturbed and modified character of the area. Because previously recorded site 310N277, according to OSA maps and recently analyzed .)Vn Srnvay k.,quir.�A'.I /m fm Afinm 7rampo��mion Yrolr: n ar Ovol�eJ m iAe ?GO-Vrogrammnu< A�,veemrm Nf'DO7': Udinenlogv d- Hlsimm Archiieaure G�ovpe environmental data, is located outside of the construction footprint and APE, no investigation of the resource is recommended. Signif cant archaeological deposits and features eligible for listing on the National Register of Historic Places (NRHP) are unlikely to be affected. No further archaeological work or input is recommended for this state-funded road widening project. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photos ❑Correspondence ❑ Phorocopy of County Survey Notes FIIVDING BY NCDO CULTURAL RESOURCES PROFESSIONAL NO SURVEY REOUIRED �///Zl>/ Resources Specialist "n'o Sur.•ry RequirtG"fornr for A1inol' Tmnsporm�mn PrajeUa as Quofrfi.d In rhe 1(01 Programmauc Agreemeni. KCDOTArchoeolopy & Hisioric Anhiieuure Groups NO SURVEY REQUII2ED FORM PROJECT INFORMATION Project No: W13S No: 43463.1.1 F.A. No: Federal (USACE) Permit Re�urred? Projec! Tracking No. (lnle+'nnl UseJ __.. _ ..._.. _..... (HA)12-07-0046 County: OnSIOw Document: Fwiding: X State Federal X Yes No Perinit Type: NWP 14 dnd WQC Project Description: Realign intersection of NC 53 (Burgaw Highway) and SR 1109 (Holly Shelter Road) within existing ROW (no off-site detour, presumed no improvements). SUMMARY OF CULTURAL I2�SOURCES REVIEW Briefdescription of revrew activities, results ofreview, and co»clusions: HPOWeb reviewed on 27 July 2012 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE). Onslow County current GIS mapping, aerial photography, and tax information indicated a predominantly wooded APE with several unexceptional mid-twentieth-century resources (viewed 27 July 2012). Three nearby SS noted in the review request (Eule Gurganus House (ON 170), Morton-Dixon House (ON 395), and Thomas Jefferson Morton House (ON 391)) stand outside the APE, as do two bridges: Number 18 on NC 53 and Number 71 on SR 1109 (Holly Shelter Road), Google Maps "Street View" confirmed the absence of critical historic structures/landscapes in APE (viewed 27 ]uly 2012). No architectural survey is required for the project as currently defined. Rrief F,xplanation of why the availahle rnformation pravides a reliable basis for reasonably predicling Ihat there are no uriidentified hi,storic properties in the APE: APE eXtends 200 feet beyond the limits of the project study area (NE-SW) and 100 feet to either side of the NC 53 and SR 1109 (Holly Shelter Road) center lines (NW-SE) to encompass proposed construction activities (see attached location map), The original comprehensive architectural survey of the county (1987), its related publication (�. �aniei Pezzoni, TheArch!ledu�alHisYOryofOnslowCOUnty, North larolina, Richlands, NC: Onslow Counry Museum, 1996� al1(I IdtEl' additions record no properties in the APE. County GIS/tax materials and other visuals support the absence of significant architedural resources. No National Register-listed or -eligible properties are located within the APE. Should any design elements, including detour improvements, of the project change, please notify NCDOT Historic Architecture as additional review may be necessary. SUPPORT DOCUMENTATION see attached: loeation map FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED — Historic Structures 0 NCDOT Cultural Resources "No Sun•ep Re�pm'eA"fomi (or A9irior l)'an.tynrinlion Yrojent ns OnaliJieAin lAe 2U07VrogrnnmmticAR�'eemeni. NCDD'f Ardinaology 8� Hislorit Archllechmc Grnurys Date l � '�' � • � �e�sc� � � ,.� ; \ �.� =��i�� j�� z �/ � '� � , N � f' X �� ; � � � � �•� � �� . ,��Y ,.�, .,,a l , i�,, �T � i , , �� , �. � . ,,�,.>%`� � � r � � -`�- =�� , � - �,,,�� I , � � . ' �� .� � .i•./ �% „ �> > �:.,,�,,, �,�, , �,�, � I �, � ,, ,_,a ,, .��; f,�— - { ,� �'. � , ' ��: t��,, � � � � „ �� ' �� • �� r f �,>�; � , ,� C\ <f � n �� t � I .� �' �:: \�4 �%' ` � /, 'l : .. 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Q Project Study Area' � � ` . ,`{ > � I Cfr� °''�� / � j> - �(t � ; ��aan«�aneeca�usaPaor�,eie. . �'� . .\ } ) �� __ ��Z �-� --. _ - � rl. o ,om zom � � � �4-' �1,:' � a � . - —�,�r �� /, � � � � ` Swrce2011Na6onelG�q pic5ocieyl SRI � � � i � '� � � �� svbedseen1e55U5GSqulag�eslHa.vs �i � � V� � �� )� � R NC)-PGecl(iouNaryaP�t.'imcdbY � �60 f �J ..' �� ESI � ..,� ��t,�� 1 �..f _ q�i. _n � � emi�a .a'� ia� aim ��i •� �� 1 k t Ipu�po ,. d w1,Y �tlfu � '�I , ( i� \\\.. ntl S r W wnbs br NBrI v<ip net ". p ry �.• ;. } a i ,,��'^Tyo, Projecl: ER12052.30 � ; Project Localion '!�" NC 53 / Holly Shelter Road Intersection oate: MaY�oiz Onslow County, North Carolina DrwNChkd: KT/RT � .+* Figure: 1 w r.coom�wexr..w�xwsaao,cs�e io��e o,:.:snsrzoizno�spM u5G-5 ��,s ,��h 9�d,-�� /�. 7� 1� n�o . ia � r� �- -Oo y6