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Home My WebLink About20130742 Ver 1_Application_20130719 S TATE OF N ORTH C AROLINA D EPARTMENT OF T RANSPORTATION P AT L. M C C RORY A NTHONY J. T ATA G OVERNOR S ECRETARY July 1 9 , 2013 U.S. Army Corps of Engineers Regulatory Field Office 2407 West 5 th St. Washington, NC 27889 Attention: Mr . Tom Steffens NCDOT Coordinator Dear Sir : Subject: Application for Section 404 Nationwide Permit (NWP) 3 , Section 401 Water Quality Certification , and Tar -Pamlico Riparian Buffer Authorization for the replacement of Bridge No. 111 over Briery Swamp on S R 1 5 88 in Pitt County; TIP Project B -51 11 ; Federal Aid Project No. BR Z -15 88 (2); D ebit $240 from WBS No. 4 2 2 4 9 .1.1. Please find enclosed PCN, permit drawings, stormwater management plan, and roadway plans for the above referenced project proposed by the North Carolina Department of Transportation (NCDOT). A Programmatic Categorical Ex clusion (P CE) was completed for this project on March 12 , 201 2 and distributed shortly thereafter. Additional copies are available at the NCDOT website: http://207.4.62.65/PDEA/EnvironmentalDocs /. The NCDOT proposes to replace existing Bridge No. 111 over Briery Swamp on SR 15 88 in Pitt County. The project involves replacement of the existing structurally deficient bridge and approach with new structures. Bridge 111 will be replaced with a new 1 15 - foot long t hre e -span bridge . Proposed permanent impacts to riparian wetlands from bridge construction are <0.01 acre of fill . There will be a total of 286 square feet of zone 1 buffer impacts and 113 square feet in zone 2. Traffic will be detoured off -site during construction. This project calls for a letting date of J anuary 21 , 201 4 and a review date of December 3, 2013; however, the let date may advance as additional funding becomes available. Regulatory Approvals S ection 404 Permit : All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR MAILING ADDRESS: NC D EPARTMENT O F T RANSPORTATION P ROJECT D EVELOPMENT & E NVIRONMENTAL A NALYSIS U NIT 1598 M AIL S ERVICE C ENTER R ALEIGH NC 27699 -1548 T ELEPHONE : 919 -707 -6000 FAX: 919 -212 -5785 W EBSITE :NCDOT .GOV LOCATION: C ENTURY C ENTER , B UILDING B 1020 B IRCH R IDGE D RIVE R ALEIGH NC 27610 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non -404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes 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 or in -lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replac e ment of Bridge 111 over Briery Swamp on SR 15 88 2b. County: Pitt 2c. Nearest municipality / town: Stokes 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B -5 11 1 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699 -1598 3f. Telephone no.: (919) 707 -61 35 3g. Fax no.: (919) 2 50 -4224 3h. Email address: cdmanley @ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 3 5 .704073 Longitude: - 7 7 .2 3 9991 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0 .5 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Briery Swamp 2b. Water Quality Classification of nearest receiving water: C; S w; NSW 2c. River basin: Tar Pamlico 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing conditions at the s ite include maintained / disturbed roadside shoulder and agriculture in addition to forested wetlands. Land use in the project vicinity is predominantly residential with some agriculture . 3b. List the total estimated acreage of all existing wetlands on the property: 0.1 3c. List the total estimated linear feet of all existing streams (intermitte nt and perennial) on the property: 65 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functi o nally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 10 0 -foot 6 span bridge with a 115 -foot 3 span bridge on the existing alignment with an off -site detour. Standard road building equipment, such as trucks, d ozers, and cranes will be used. The 6 inch water line w ill be relocated by directional bore method within jurisdictional areas . 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Requeste d August 31,2009 Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Jim Hauser Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 3 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond C onstruction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non -404, other) 2f. Area of impact (acres) Site 1 P T Fill Riparian Yes No Corps DWQ <0.0 1 Site 1 P T Fill Riparian Yes No Corps DWQ <0.01 Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ 2g . Total wetland impacts <0 .0 1 Perm . <0 .0 1 Temp . 2h. Comments: There will be 0.05 ac of hand clearing . Additionally, there will be <0.01 ac of t emporary f ill in w etlands in the hand c learing areas for the installation of erosion control measures, including t empo rary silt fence and/or special s ediment c ontrol f ence. 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. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non -404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S ite 2 P T PER INT Corps DWQ S ite 2 P T PER INT Corps DWQ S ite 3 P T PER INT Corps DWQ S ite 4 P T PER INT Corps DWQ S ite 5 P T PER INT Corps DWQ S ite 6 P T PER INT Corps DWQ 3h. Total stream and tributary i mpacts 0 Perm 4 0 Temp 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 0.0 Permanent 0.0 Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 5 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer , then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a . Project is in which protected basin? Neuse Tar -Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B 1 P T Bridge Briery Swamp Yes No 286 113 B 2 P T Yes No B 3 P T Yes No 6h. Total buffer impacts 286 113 6i. Comments: 6 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge will have 3 span s verses the existing 6 -span bridge ; the proposed bridge will be at approximately the same grade as the existing structure; an off -site detour will be used, 3:1 fill slopes in jurisdictional areas . No d eck drains. Placement of stormwater control measure s outside wetland s where practicable . Best Management Practices for the Protection of Surface Waters will be implemented. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Hand clearing will be used instead of mechanized clearing. Open trench excavation minimized for utility relocat ion by using trenchless (directional bore) methodolgy where practicabl e . Top -down construction . 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: Due to minimal i mpact s mitigation is not proposed 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 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. 7 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 buffer mitigation? Yes No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an ap proved in -lieu fee fund). 6h. Comments: 8 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no t , explain why. Comments: See attached permit drawings and Stormwater Management Plan. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings and stormwater management plan . 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally -implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state -implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006 -246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 9 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuan t to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 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.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 violat ion(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 No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirec t or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 (Version 1.2; Released July 2012) B-5111 County(ies):Pitt Page 1 of 3 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Surrounding Land Use: Wooded 320.00 734 0.16 Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Buffer Rules in Effect Project Description None No None NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Other Stream Classification: City/Town: 1020 Birch Ridge Road, Raleigh, 27610 Address: Stokes 919-707-6713 Pitt ac. General Project Narrative:The project B-5111 consists of replacing the existing bridge with a new 117.5' long 21" cored slab bridge with 27.83' clear roadway with 3' offset to the rails. The project area is approximately 0.43 acres. The project drainage system consits of grated inlets with associated pipe systems with rip rap pipe outlet protection. There is a wetland site surrounding the bridge that will be impacted by the proposed project. Impacts have been minimized by using rip rap at the storm systems that outlet into the wetlands. The PSH's are not considered in the wetland to avoid wetland adverse impact. Typical Cross Section Description: References 580 0.18 Average Daily Traffic (veh/hr/day): ac. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS MARSHALL CLAWSON, PE Bridge Replacement General Project Information Address: 3/6/2013 Project/TIP No.: NCDOT Contact: Project No.:B-5111 Contractor / Designer: mclawson@ncdot.gov Tar-Pamlico 28-103-8 The typical section consist of a 20 ft EOP with the 3:1 side slope. The replaced bridge is 27'-10" clear roadway. The typical section consist of a 20 ft EOP. Tar-Pamlico NCDWQ Stream Index No.: Supplemental: Swamp Waters (Sw) Primary: Briery Swamp 4 GARY LOVERING, PE G R A D I N G , D R A I N A G E , S T R U C T U R E A N D P A V I N G D H V D T V ====== %M P H A D T A D T % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS F U N C C L A S S = 0 0 0 P R O F I L E ( H O R I Z O N T A L ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : STATE STATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO.TOTAL SHEETS N.C.SHEET 1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : SIGNATURE:SIGNATURE:P.E.P.E. D I V I S I O N O F H I G H W A Y S PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN L O C A T I O N : T Y P E O F W O R K : 0 9 /0 8 /9 9 B-5111 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 0 0 0 0 8 -A P R -2 0 1 3 0 9 :2 8 R :\R o a d w a y \P r o j \B 5 1 1 1 _R d y _t s h .d g n $$$$U S E R N A M E $$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 C O N T R A C T :T I P P R O J E C T :B -5 1 1 1 D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A 42249.1.1 BRZ-1588(2)PE 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 2 5 1 0 2 0 1 0 5 S U B - R E G I O N A L T I E R R U R A L L O C A L 6 0 2 0 1 3 2 0 3 3 5 8 0 7 3 4 * T T S T = 2 % D U A L 3 % 5 1 0 % 6 0 = 0 . 0 6 1 M I L E S = 0 . 0 2 2 M I L E S = 0 . 0 3 9 M I L E S - L - S T A 2 0 + 0 8 . 7 4 B E G I N B R I D G E T O N C 3 0 V I C I N I T Y M A P N T S O F F S I T E D E T O U R L O C A T I O N P R O J E C T S e e S h e e t 1 - C f o r C o n t r o l S h e e t S e e S h e e t 1 - B f o r S y m b o l o g y S h e e t S e e S h e e t 1 - A F o r I n d e x o f S h e e t s L E T T I N G D A T E : P I T T C O U N T Y B R I D G E N O . 1 1 1 O V E R B R I E R Y S W A M P O N S R 1 5 8 8 T O T A L L E N G T H O F T I P P R O J E C T B - 5 1 1 1 L E N G T H S T R U C T U R E T I P P R O J E C T B - 5 1 1 1 L E N G T H R O A D W A Y T I P P R O J E C T B - 5 1 1 1 - L - S T A 1 9 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 1 1 T O N C 9 0 3 -L- STA 21+26.26 END BRIDGE -L- STA 22+20.00 END TIP PROJECT B-5111 1 5 5 1 1 5 5 3 1 5 5 3 1 5 4 3 1 5 8 8 1 5 8 8 1 5 3 8 1 5 4 3 1 5 4 2 1 5 4 2 1 5 4 4 1 5 4 5 B e a r g r a s s R d B r i e r y S w a m p R d J e r o m e B u t l e r R d S c h o o l R d C l e m m o n s S R 1 5 8 8 B R I E R Y S W A M P R O A D S R 1 5 8 8 B R I E R Y S W A M P R O A D B R I E R Y S W A M P - L - 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S 42249.2.1 BRZ-1588(2)RW & UTIL A U G U S T 2 2 , 2 0 1 2 J A N U A R Y 2 1 , 2 0 1 4 2 . T H I S P R O J E C T I S N O T L O C A T E D W I T H I N A N Y M U N I C I P A L B O U N D A R I E S . E X T E N D T O T H E R / W W I T H I N T H E L I M I T S O F T H E B R I D G E . 1 . C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I I . H O W E V E R , C L E A R I N G S H O U L D N O T E : KEVIN E. MOORE, PE 42249.3.1 BRZ-1588(2) C 2 0 3 3 0 0 2 0 S t o k e s W h i c h a r d B R I E R Y C R E E K 9 0 3 9 0 3 9 0 3 3 0 3 0 3 0 N S R S 2 0 0 7 N A D 8 3 / E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t P r o p o s e d T e m p o r a r y D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t U t i l i t y E a s e m e n t H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : R O A D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R }T p Q l e ]/b H - F r a m e P o l e O O P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r |I ]GAS:Gas Valve Gas Meter Recorded U/G Gas Line n c SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS:Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW v v D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V M W W S x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y Vineyard S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S FL O W D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I P B E C M CONC HW CB C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of Information E.O.I. N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1-B B-5111 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 0 4 /1 6 /1 1 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s e d T e m p o r a r y U t i l i t y E a s e m e n t T U E I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C o n c r e t e o r G r a n i t e M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E P r o p o s e d A e r i a l U t i l i t y E a s e m e n t C R P r o p o s e d C u r b R a m p C C F R C u r b C u t F u t u r e R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S C O N V E N T I O N A L P L A N S H E E T S Y M B O L S K n o w n S o i l C o n t a m i n a t i o n : B o u n d a r y o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : B o u n d a r y o r S i t e Underground Storage Tank, Approx. Loc.Geoenvironmental Boring UST 0 . 0 2 F T /F T 0 .0 2 F T /F T GRADE POINT G R A D E T O T H I S L I N E 0 . 0 8 0 .0 8 V A R S E E X - S E C T I O N S V A R S E E X -S E C T I O N S 0 . 0 2 F T /F T 0 .0 2 F T /F T GRADE POINT 0 . 0 8 0 .0 8 V A R S E E X - S E C T I O N S V A R S E E X -S E C T I O N S C L C L G R A D E T O T H I S L I N E U M I N . M I N . C S U R V E Y L C L DO NOT USE FOR CONSTRUCTION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS E X I S T I N G EXISTING 1 0 ’ 10’-L- T Y P I C A L S E C T I O N 1 U W T T 1 0 ’ 10’ T Y P I C A L S E C T I O N 2 T T -L- 1 0 ’ 1 0 ’ - L - B R I D G E T Y P I C A L P A V E M E N T S C H E D U L E F I N A L D E S I G N G R A D E P O I N T GRADE TO THIS LINE 0 . 0 8 0 .0 8 C L EXISTING EXISTING 10’10’-L-U T T SHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEER ENGINEER 2 B-5111 PAVEMENT DESIGN 6 /2 /9 9 0 8 -A P R -2 0 1 3 0 9 :2 8 R :\R o a d w a y \P r o j \B 5 1 1 1 _R d y _t y p .d g n $$$$U S E R N A M E $$$$ 0 . 0 4 F T /F T 0 . 0 4 F T /F T 6 ’ 6’ 6 ’ 6’ - L - S T A 2 0 + 0 8 . 7 4 ( B E G I N B R I D G E ) T O - L - S T A 2 1 + 2 6 . 2 6 ( E N D B R I D G E ) C 1 E 1 E1 C 2 C2 C 2 E 1 C 1 C 1 C 3 4 " E 2 4 " E 2 - L - S T A 2 1 + 5 0 T O - L - S T A 2 2 + 0 0 . 0 0 - L - S T A 1 9 + 0 0 . 0 0 T O - L - S T A 1 9 + 8 0 BEHIND GUARDRAIL INSTALLATION MAINTAIN 3’ OF GRADED SHOULDER 6 ’ 6’C1 E 1 E1 C 2 C2 TYPICAL SECTION 3 X - S E C T I O N S V A R S E E X -S E C T I O N S V A R S E E E X I S T I N G E X I S T I N G - L - S T A 2 2 + 0 0 . 0 0 T O - L - S T A 2 2 + 2 0 . 0 0 - L - S T A 2 1 + 2 6 . 2 6 ( E N D B R I D G E ) T O - L - S T A 2 1 + 5 0 - L - S T A 1 9 + 8 0 T O - L - S T A 2 0 + 0 8 . 7 4 ( B E G I N B R I D G E ) 3 ’ M I N . V A R I E S 3 ’ M I N . V A R I E S " 4 3 3 " 4 3 3 " 4 3 3 C 3 7.5"7.5"7.5"7.5" 7 . 5 " S T A N D A R D W E D G I N G D E T A I L 2 7 ’ - 1 0 " * ** ** P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , A T A N A V E R A G E R A T E O F 1 1 0 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H . C 3 C 1 A T A N A V E R A G E R A T E O F 1 3 7 . 5 L B S . P E R S Q . Y D . P R O P . A P P R O X . 1 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , C 2 A T A N A V E R A G E R A T E O F 1 3 7 . 5 . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . A P P R O X . 2 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 4 " I N D E P T H O R G R E A T E R E 2 E A R T H M A T E R I A L . T E X I S T I N G P A V E M E N T . U V A R I A B L E D E P T H A S P H A L T P A V E M E N T ( S E E S T A N D A R D W E D G I N G D E T A I L ) W N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . A T A N A V E R A G E R A T E O F 5 7 0 L B S . P E R S Q . Y D . P R O P . A P P R O X . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , E 1 3 2 . 6 8 ’ + 7 5 . 2 3 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS S K E T C H O F B R I D G E I N R E L A T I O N S H I P T O P A V E M E N T FOR -L- PROFILE, SEE SHEET 5 -L - - L - 0 8 -A P R -2 0 1 3 0 9 :2 8 R :\R o a d w a y \P r o j \B 5 1 1 1 _r d y _p s h _s 4 .d g n $$$$U S E R N A M E $$$$ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. 5 /1 4 /9 9 SHEET NO.PROJECT REFERENCE NO.4 B-5111 T Y P E I I I 0 4 T Y P E I I I T Y P E I I I 3 ’ M I N .2 0 ’ 2 7 .8 3 ’ - L - S T A 1 9 + 9 7 . 7 4 B E G I N A P P R O A C H S L A B - L - S T A 2 0 + 0 8 . 7 4 B E G I N B R I D G E - L - S T A 2 1 + 2 6 . 2 6 E N D B R I D G E - L - S T A 2 1 + 3 7 . 2 6 E N D A P P R O A C H S L A B 3 ’ M I N .T Y P E I I I B E R M G U T T E R S H O U L D E R B E R M G U T T E R S H O U L D E R 0 5 - L - 0 4 BRIDGE APPROACH SLAB N O T T O S C A L E B R I E R Y S W A M P 6 " P V C 1 8 0 .1 3 ’ 5 2 .0 8 ’ 5 2 . 6 1 ’ 8 8 . 1 8 ’ 1 8 2 .0 0 ’ O F B R I E R Y S W A M P P R O P E R T Y L I N E W I T H R U N P K D B 1 5 2 4 P G 1 1 5 C A F P R O P E R T I E S , L L C JAMES OLIVER ROEBUCK DB 2615 PG 426 MB 5 PG 173 JAMES OLIVER ROEBUCK DB 2615 PG 426 MB 5 PG 173 W I L L I A M R . V A N L A N D I N G H A M , E T U X D B 2 5 3 P G 3 1 8 1 9 ’ B S T S R 1 5 8 8 B R I E R Y S W A M P R D 1 9 ’ B S T S R 1 5 8 8 B R I E R Y S W A M P R D 2 0 2 5 -L - P C S t a . 1 9 +0 4 .0 4 -L - P T S t a . 2 6 +9 3 .7 1 P I S t a 2 3 + 0 4 . 5 1 D L = 7 8 9 . 6 7 ’ T = 4 0 0 . 4 7 ’ R = 1 , 9 2 5 . 0 0 ’ - L - G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 0 4 0 5 E X I S T . 0 4 E X I S T . I N C 2 7 ’ I N C 2 7 ’ +4 6 2 0 ’ 2 0 ’ - L - S T A 1 9 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 1 1 3 5 0 G R A U -L- STA 22+20.00 END TIP PROJECT B-5111 F F F F F F F F 1 2 B M # 1 B L - 2 EX . R / W 4 0 ’ + 0 0 . 0 0 EX . R / W 4 0 ’ 5 5 ’ + 1 7 . 0 0 EX . R / W 4 0 ’ 5 5 ’ + 4 2 . 0 0 EX . R / W 4 0 ’ 5 5 ’ + 9 5 . 0 0 EX . R / W 5 5 ’ + 2 0 . 0 0 7 S Y F I L T E R F A B R I C E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 7 S Y F I L T E R F A B R I C E S T . 2 T O N S C L A S S ’ B ’ R I P R A P 0 4 0 1 0 4 0 2 0 4 0 3 0 4 0 4 - L - S T A . 1 9 + 8 0 B E G I N S B G - L - S T A . 2 1 + 5 2 E N D S B G 1 5 " 1 5 " R C P - I I I 0 4 0 5 0 4 0 6 T B J B w / M H 1 5 " R C P - I I I 1 5 " w /M H T B J B 2 G I T B 2 G I T B 1 2 0 S Y F F E S T . 5 5 T O N S C L A S S I I R I P R A P 1 6 0 S Y F F E S T . 7 5 T O N S C L A S S I I R I P R A P 2 7 ’1 0 " N S R S 2 0 0 7 N A D 8 3 /