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Home My WebLink About20141237 Ver 1_Application_20141203 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY November 25, 2014 NC Division of Water Resources Transportation Permitting Unit 1650 Mail Service Center, Raleigh, NC 27699-1650 ATTN: Mr. Rob Ridings NCDOT Coordinator Dear Sir: Subject: Notice of Use of Section 404 Nationwide Permit No. 3, Application for a Section 401 Water Quality Certification and Neuse River Riparian Buffer Authorization for the proposed replacement of Bridge No. 119 over Little Contentnea Creek on SR 1531 in Wilson County. Federal Aid Project No. BRZ- 1531(5), TIP No. B-4681, Debit $240 from WBS Element 38465.1.2 The North Carolina Department of Transportation (NCDOT) proposes to replace the 35-foot, 2- span Bridge No. 119 with a 55-foot, single-span bridge on the existing alignment. Traffic will follow an offsite detour during construction. Permanent impacts to jurisdictional resources include < 0.01 acre of excavation and fill. Please see enclosed copies of the Pre-Construction Notification (PCN), permit drawings, stormwater management plan, and design plans for the above referenced project. The Categorical Exclusion (CE) was completed in June 2014. Copies were distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of April 21, 2015 and a review date of March 3, 2015. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: Under current design, a Nationwide Permit 3 is applicable for the jurisdictional impacts associated with this project. Neither written notification to nor written concurrence from the USACE is required. NCDOT will comply with all conditions and descriptions in the attached Permit Drawings, 404 General Conditions, and 401 Standard Conditions. A permit modification may be required if any of the above conditions and descriptions cannot be met. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-250-4224 WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/ LOCATION: CENTURY CENTER, BUILDING A 1000 BIRCH RIDGE DRIVE RALEIGH 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: Replacement of Bridge No. 119 over Little Contentnea on SR 1531 2b. County: Wilson Co. 2c. Nearest municipality / town: Fountain 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4681 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) 707-6156 3g. Fax no.: (919) 250-4224 3h. Email address: tstanton@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: 34.6538 Longitude: - 77.7014 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 1.10 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Little Contentnea 2b. Water Quality Classification of nearest receiving water: C;Sw, NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing conditions at the site include maintained/disturbed roadside shoulder and forested areas. Land use in the project vicinity is predominantly forested with some agriculture, and light residential development. 3b. List the total estimated acreage of all existing wetlands on the property: 0.50 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 110 3d. Explain the purpose of the proposed project: To replace a structurally deficient bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 35-foot, 2-span bridge with a 55-foot, single-span bridge on the existing alignment. Traffic will be detoured off-site during construction. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: JD Packet was sent to USACE on 01 June 2011 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): Lance Fontaine 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 Construction 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 Riverine Yes No Corps DWQ < 0.01 Site 1 P T Excavation Riverine Yes No Corps DWQ < 0.01 Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ 2g. Total wetland impacts < 0.01 Permanent 0.00 Temporary 2h. Comments: There will be 0.02 ac of hand clearing in wetlands and proposed temporary impacts to wetlands of < 0.01 acre of temporary fill in wetlands in the hand clearing areas for the installation of erosion control measures, including temporary silt fence and/or special sediment control fence. 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) Site 4 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 0.00 Perm 0.00 Temp 3i. Comments: 4 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 Little Contentnea Fill Stream < 0.01 O1 P T Little Contentnea Fill Stream < 0.01 O2 P T O3 P T 4f. Total open water impacts < 0.01 Permanent < 0.01 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) B1 P T Bridge Little Contentnea Yes No 142 0 B2 P T Roadway Little Contentnea Yes No 314 203 B3 P T Yes No 6h. Total buffer impacts 456 203 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 is 20 feet longer than the existing bridge. The removal of existing road fill for longer bridge and increasing bridge openings will improve hydrological conveyance and wildlife passage, and reduce bridge opening velocities. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction will be top-down. Best Management Practices for the Protection of Surface Waters, as well as, Best Management Practices for Construction and Maintenance Activities, and Design Standards for Sensitive Watersheds will be implemented. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 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 approved 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 not, explain why. Comments: 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 N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 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 pursuant 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 violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 4 6 8 1 Co u n t y ( i e s ) : WI L S O N Page 1of 1 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su p p l e m e n t a l : Pr i m a r y : LI T T L E C O N T E N T N E A C R E E K Ne u s e 27 - 8 6 - 2 6 CR L E W I S 2 @ N C D O T . G O V Tw o l a n e r o a d w a y w i t h t w o 1 1 ' t r av e l l a n e s w i t h 5 ' s h o u l d e r a n d 8' w i t h g u a r d r a i l . T w o l a n e r o a d w a y w i t h t w o 1 0 ' t r a v e l l a n e s a n d 3' paved shoulders. Ne u s e NC D W Q S t r e a m I n d e x N o . : Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : B- 4 6 8 1 Co n t r a c t o r / D e s i g n e r : PA T K I N S O N @ N C D O T . G O V Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 10/2/2014 10 2 0 B I R C H R I D G E R D . RA L E I G H , N C 2 7 6 1 0 RA L E I G H , N C 2 7 6 1 0 No r t h C a r o l i n a 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 Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S PA U L A T K I N S O N , P E BR I D G E R E P L A C E M E N T ac. Ge n e r a l P r o j e c t N a r r a t i v e : B- 4 6 8 1 i s t h e p l a n n e d r e p l a c e m e n t o f b r i d g e 1 1 9 i n W i l s o n C o u n t y . M i n i m a l l a n e w i d e n i n g i s p l a n n e d i n t h e i m m e d i a t e v i c i n i t y o f t h e b r i d g e r e p l a c e m e n t . T h e p r o j e c t d o e s l i e wi t h i n t h e N e u s e R i v e r B a s i n a n d N e u s e B u f f e r R u l e s d o a p p l y . T h e s t r u c t u r e o v e r L i t t l e C o n t en t n e a C r e e k w i l l b e a s i n g l e s p a n 2 1 " C o r e d S l a b s t r u c t u r e w i t h a t o t a l l e n g t h o f 55 ' . T h e p r o p o s e d s t r u c t u r e w i l l r e q u i r e t h e e x c a v a t i o n o f m a t e r i al u n d e r t h e e x i s t i n g s t r u c t u r e f o r t h e p u r p o s e s o f f u t u r e i n sp e c t i o n s . N o d r a i n a g e s t r u c t u r e s a r e p r o p o s e d f o r th i s p r o j e c t a n d a n y c o n c e n t r a t e d f l o w c o m i n g f r o m t h e s t r u c t u r e i s n e g l i g i b l e a n d d o e s n o t e x c e e d 0 . 1 C F S . D i t c h e s h a v e b e e n eliminated from the majority of the project to pr o m o t e s h e e t f l o w a n d p r e v e n t c o n c e n t r a t e d f l o w f r o m c o m i n g i n t o t h e b u f f e r s . I n t h e N o r t h e a s t e r n q u a d r a n t o f t h e p r o j e c t , a di t c h w a s u s e d t o c o n t i n u e e x i s t i n g d r a i n a g e pa t t e r n s , a n d w a s d a y l i g h t e d p r i o r t o d r a i n i n g t o t h e w e t l a n d s . T he r e s u l t i n g f l o w w a s d i s p e r s e d p r i o r t o r e a c h i n g t h e b u f f e r s . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 135 0. 5 3 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . Ot h e r S t r e a m C l a s s i f i c a t i o n : CH R I S T O P H E R R . L E W I S , P E Ci t y / T o w n : 91 9 - 7 0 7 - 6 7 1 4 10 2 0 B I R C H R I D G E R D . Ad d r e s s : 91 9 - 7 0 7 - 6 7 0 7 WI L S O N No NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n Su r r o u n d i n g L a n d U s e : Sw a m p a n d F a r m l a n d 0. 1 0 30 0 0. 5 3 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t E x i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : W E T L A N D A N D S T R E A M I M P A C T S S I T E 1 EN G L I S H S H E E T 1 O F 7 P E R M I T D R A W I N G R:\Hydraulics\PERM ITS_Environm ental\Drawings\PERM IT IM PACTS\1-B4681_Hyd_prm _wet_TSH.dgncrlewis29/23/2014 DTV ======%%MPH ADTADT% * I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S W I L S O N C O U N T Y 000PROFILE (HORIZONTAL) B R Z - 1 5 3 1 ( 5 ) B R Z - 1 5 3 1 ( 5 ) 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 : L E T T I N G D A T E : ST A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F . A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . SH E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 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 P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : 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 000$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ 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 CONTRACT:TIP PROJECT:B-4681 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA VICINITY MAPDETOUR Swamp Shackleford AlbertSaraMooreAtkinsonGeorgeFriendlyAspen GrovePopEastCityForkRd.Rd.SmokehousePineyGroveChurchRd.Rd.ScarboroughPl.Cardy Ct.LenfersCt.School ArrowHeadPl.1532 1531 1531153015791534152615261573157215711550153315701571ChurchPiney Grove264A264130713081309131013061306130812291228122912301231130 3 1 3 1 2 1 3 1 1 1226 1260 1259 1310BYNUM RD SCHOOL HOUSE RD STRICKLAND RDSPRING BRANCH CHURCH RD CRAFT RDN WILSON STN MAIN STREET EXTRAILROAD STREET EXT WHITLEY ST GALLOWAY RD BELL RD APPIE RDAppie Churc h 1 2 3 5 123 2 1 2 3 2 1233 DunnRd. Bell Rd. Allen R d . Rd. B ell Rd. Bell Rd. Stantonsburg Moseley St.Jam e s 1 2 3 1 1 2 3 1 B R I D G E 1 1 9 1 2 0 0 1579 26450’100’25’50’50’100’10’20’25’50’10’5’JenkinsCrossroads E N D T I P P R O J E C T B - 4 6 8 1 R E K H A P A T E L , P . E . Gay2015SUBREGIONAL TIER 60 N O V E M B E R 2 1 , 2 0 1 4 PROJECT Rd.1353002035 55 12 8* TTST =4%DUAL =4% 4 B - 4 6 8 1 P E 3 8 4 6 5 . 1 . 2 - L - P O T S T A . 1 8 + 5 0 . 0 0 -L- POT S T A . 1 3 + 0 0 . 0 0 L E N G T H R O A D W A Y L E N G T H S T R U C T U R E T O T A L L E N G T H O F M I . M I . M I . T I P P R O J E C T B - 4 6 8 1 T I P P R O J E C T B - 4 6 8 1 T I P P R O J E C T B - 4 6 8 1 = 0 . 0 9 3 = 0 . 0 1 1 = 0 . 1 0 4 TO US 264 T O N C 2 2 2 Walstonburg WILSON COUNTYGREENE COUNTY 22222 2 CreekAYCOCK RD.MERCER RD.MERCER RD.Rd.CRAFT RD.1306 Galloway13041227PITT COUNTY CreekCarolina and Northwestern Railway LittleContentneaBEGIN T I P P R O J E C T B - 4 6 8 1 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. L ITTLE CONTENTNEA CREEK S R 1 5 3 1 E A G L E C R O S S R D . K - L - B R I A N R O B I N S O N 3 8 4 6 5 . 2 . 1 See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional Symbols R O W & U T L THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. T Y P E O F W O R K : G R A D I N G , P A V I N G , D R A I N A G E & S T R U C T U R E B R I D G E N O . 1 1 9 O V E R L I T T L E C O N T E N T N E A C R E E K O N S R 1 5 3 1 ( E A G L E C R O S S R O A D ) B E G I N B R I D G E E N D B R I D G E - L - S T A . 1 5 + 8 3 . 8 8 - L - S T A . 1 6 + 4 1 . 1 3 FUNC CLASS = RURALLOCAL CLEARING ON THIS PROJECT SHAL BE PERFORMED TO THE LIMITS E S T A B L I S H E D B Y M E T H O D I I A P R I L 2 1 , 2 0 1 5 N A D 8 3/ 9 5 E E I N W E T L A N D D E N O T E S E X C A V A T I O N W E T L A N D D E N O T E S F I L L I N F F H C H C C L E A R I N G D E N O T E S H A N D S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y I N W E T L A N D E X C A V A T I O N H A N D C L E A R I N G H A N D C L E A R I N G F I L L I N W E T L A N D I N W E T L A N D E X C A V A T I O N F I L L I N W E T L A N D S U R F A C E W A T E R I M P A C T I N S U R F A C E W A T E R IM P A C T I N H A N D C L E A R I N G ( S H E E T 4 O F 7 ) S E E E N L A G E M E N T H A N D C L E A R I N G H A N D C L E A R I N G F I L L I N W E T L A N D EN G L I S H G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ S H E E T 2 O F 7 P E R M I T D R A W I N G I N W E T L A N D E X C A V A T I O N I N W E T L A N D E X C A V A T I O N I N W E T L A N D E X C A V A T I O N R:\Hydraulics\PERM ITS_Environm ental\Drawings\PERM IT IM PACTS\2-B4681_Hyd_prm _wet_PSH4.dgncrlewis210/1/2014 I N S U R F A C E W A T E R T E M P . I M P A C T N A D 8 3/ 9 5 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N 4 B - 4 6 8 1 10+00 15+00 20+00 B R I D G E 1 1 9 LITTLE CONTENTNEA CREEK E X I S T I N G R / W EXISTING R/WEXISTING R/W 60.00’ W O O D S S O I L 60.00’ W O O D S E X I S T I N G R / W SOIL CAROLYN EAGLES NEWMAN MARGERET L MORIARTY &CAROLYN EAGLES NEWM A N MARGERET L MORIARTY & W O O D S W O O D S W O O D S W O O D S R O B E R T L D I X O N B L A N C H E M D I X O N R O B E R T L D I X O N B L A N C H E M D I X O N 1 7 . 5 ’ B S T S R 1 5 3 1 E A G L E C R O S S R D . SR 1531 EAGLE CROSS RD.11 F C F C C C F F F FF C C C F F F F C C C C C C C C FF C C C C E E I N W E T L A N D D E N O T E S E X C A V A T I O N W E T L A N D D E N O T E S F I L L I N F F H C H C C L E A R I N G D E N O T E S H A N D S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y I N W E T L A N D E X C A V A T I O N H A N D C L E A R I N G H A N D C L E A R I N G F I L L I N W E T L A N D I N W E T L A N D E X C A V A T I O N F I L L I N W E T L A N D S U R F A C E W A T E R I M P A C T I N S U R F A C E W A T E R IM P A C T I N H A N D C L E A R I N G ( S H E E T 4 O F 7 ) S E E E N L A G E M E N T H A N D C L E A R I N G H A N D C L E A R I N G F I L L I N W E T L A N D EN G L I S H G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ S H E E T 3 O F 7 P E R M I T D R A W I N G I N W E T L A N D E X C A V A T I O N I N W E T L A N D E X C A V A T I O N I N W E T L A N D E X C A V A T I O N R:\Hydraulics\PERM ITS_Environm ental\Drawings\PERM IT IM PACTS\3-B4681_Hyd_prm _wet_PSH4_CO NTO URS.dgncrlewis210/1/2014 I N S U R F A C E W A T E R T E M P . I M P A C T N A D 8 3/ 9 5 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N 4 B - 4 6 8 1 10+00 15+00 20+00 B R I D G E 1 1 9 LITTLE CONTENTNEA CREEK E X I S T I N G R / W EXISTING R/WEXISTING R/W 60.00’ W O O D S S O I L 60.00’ W O O D S E X I S T I N G R / W SOIL CAROLYN EAGLES NEWMAN MARGERET L MORIARTY &CAROLYN EAGLES NEWM A N MARGERET L MORIARTY & W O O D S W O O D S W O O D S W O O D S R O B E R T L D I X O N B L A N C H E M D I X O N R O B E R T L D I X O N B L A N C H E M D I X O N 1 7 . 5 ’ B S T S R 1 5 3 1 E A G L E C R O S S R D . SR 1531 EAGLE CROSS RD.11 74.00 75. 0 0 76. 00 76.00 7 7 .0 077.00 77.00 77.00 78.00 7 8.0 0 78.00 78.00 78.00 78.00 7 9 . 0 0 7 9 . 0 0 79.00 80.00 80.00 80.00 8 0 . 0 0 8 0 .0 0 80.00 80 .00 8 0. 0 0 8 0 . 0 0 81.00 81.00 8 1. 0 0 81.00 8 2 .0 0 8 2 . 0 0 82.00 8 2. 0 0 8 2 . 0 0 8 2 . 0 0 82.00 8 3 .0 0 8 3 .0 0 8 3 . 0 0 8 3. 0 0 83.00 83.00 8 3 . 0 0 8 3.0 0 83.00 8 4 .0 0 84.00 8 4 .0 0 8 4 . 0 0 84.00 84.00 8 4 . 0 0 8 5. 0 0 8 5 . 0 0 85.00 85.00 85.00 86.00 86.00 8 6 .0 0 86.00 86.00 86.00 86.00 87.00 88.00 89.00 90.00 9 0. 0 0 91. 00 92.00 93.00 94.0094.00 94.00 95.0095.00 96.0096.00 97.0097.00 98.0098.00 98.0099.0099.00 F C F C C C F F F FF C C C F F F F C C C C C C C C FF C C C C 3 0 s c a l e F I L L I N W E T L A N D C L E A R I N G H A N D CLEARIN G HANDCLEA R I N G H A N D C L E A R I N G H A N D F I L L I N W E T L A N D IN WETLAN D EXCAVATIO N I N W E T L A N D E X C A V A T I O N IN WE T L A N D EXCA V A T I O N I N W E T L A N D E X C A V A T I O N S U R F A C E W A T E R T E M P . I M P A C T I N E N L A R G E M E N T G R A P H I C S C A L E 3 0 ’ 0 ’ 3 0 ’ EEIN WETLAND DENOTES EXCAVATIONWETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDSSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY W I L S O N C O U N T Y PR O J E C T : 3 8 4 6 5 . 1 . 2 ( B - 4 6 8 1 ) ( E A G L E C R O S S R O A D ) O N S R 1 5 3 1 O V E R L I T T L E C O N T E N T N E A C R E E K 1 0 / 0 1 / 1 4 EN G L I S H S H E E T 4 O F 7 FILL IN WET L A N D R:\Hydraulics\PERM ITS_Environm ental\Drawings\PERM IT IM PACTS\4-B4681_Hyd_prm _wet_Enlargem ent.dgncrlewis210/1/2014 N C D O T D I V I S I O N O F H I G H W A Y S I M P A C T I N S U R F A C E W A T E R N A D 8 3/ 9 5 SURFACE W A T E R IMPACT I N EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W - L - S E E D E T A I L " A " S P E C I A L L A T E R A L ’ V ’ D I T C H 13 PROPERTY LINE IS CL OF CREEK C C C F FF FF C CC C C C C -L- STA. 15+83.88 BEGIN BRIDGE -L- STA. 16+41.13 END BRIDGE 6 0 7 0 8 0 9 0 1 0 0 101112 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 5 B - 4 6 8 1 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ - L - EL = 86.90’ (MATCH EXIST.) BEGIN GRADE -L- STA. 13+00.00 EL = 83.46’ (MATCH EXIST.) END GRADE -L- STA 18+50.00 S E E S H E E T 4 F O R - L - P L A N V I E W 60 70 80 90 100 P I = 1 4 + 0 0 . 0 0 E L = 8 5 . 0 4 ’ (- )1.8 6 0 0 % (- )0 .3 5 7 8 % V C = 1 7 5 ’ K = 1 1 6 V = 5 5 m p h R / R S P I K E I N B A S E O F T E L E P H O N E P O L E E L E V . = 1 0 1 . 0 1 O U T O F P R O J E C T L I M I T S N 6 9 4 2 5 9 E 2 3 8 5 2 6 8 B M # 2 0 1 R / R S P I K E I N B A S E O F 8 " O A K E L E V . = 9 1 . 2 4 O U T O F P R O J E C T L I M I T S N 6 9 5 7 5 7 E 2 3 8 5 8 3 1 B M # 2 0 2 ( + ) 0 .3 0 0 0 % B E G I N S P E C I A L D I T C H G R A D E R T . - L - S T A . 1 7 + 0 0 . 0 0 E N D S P E C I A L D I T C H G R A D E R T . - L - S T A . 1 8 + 0 0 . 0 0 E L = 8 1 . 3 4 ’ E L = 8 1 . 6 4 ’ 1.5:1 1 .5 :1 S T R U C T U R E H Y D R A U L I C D A T A D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N = 8 3 . 5 = 1 1 8 5 = 8 3 . 1 5 = 1 0 7 7 = 8 2 . 4 = 7 0 9 = 2 5 = 1 0 0 = 1 0 0 + R I G H T D I T C H ( S T R U C T U R E ’ S P A Y I T E M ) C L A S S ’ I I ’ R I P R A P E X C A V A T E T O E L = 7 9 ’ E X C A V A T I O N S T R U C T U R E U N C L A S S I F I E D E X C A V A T E T O E L = 7 9 ’ E X C A V A T I O N S T R U C T U R E U N C L A S S I F I E D S K E W = 9 0 G R A D E P O I N T E L E V . = 8 4 . 2 8 ’ 2 1 " C O R E D S L A B 1 @ 5 7 ’ - 3 " - L - S T A . 1 6 + 1 2 . 5 0 N W S = 8 0 . 4 ( O C T . 1 , 2 0 1 3 ) T O B E R E M O V E D E X I S T I N G B R I D G E S H E E T 5 O F 7 P E R M I T D R A W I N G R:\Hydraulics\PERM ITS_Environm ental\Drawings\PERM IT IM PACTS\5-B4681_Hyd_prm _wet_PFL.dgncrlewis29/30/2014 LIM ITS CLEARING LIM ITS CLEARIN G W LB W LB S H E E T 6 O F 7 P E R M I T D R A W I N G R:\Hydraulics\PERM ITS_Environm ental\Drawings\PERM IT IM PACTS\6-B4681_Hyd_prm _wet_XSC.dgncrlewis29/30/2014 00 00 1010 1010 2020 2020 3030 3030 4040 4040 50 50$$$$$$SYSTIM E$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ S H E E T N O . 10/26/98 0 P R O J . R E F E R E N C E N O . 75 75 80 80 85 85 90 90 95 95 70 7016+00.00 80 80 85 85 90 90 75 75 16+50.00 85 85 90 90 80 80 17+00.00 85 85 90 90 80 8017+50.00 85 859090 80 8018+00.00 80 808585757518+50.00 X - 2 B - 4 6 8 1 -L- 2.5 5 79.67 15+85+/- BEG IN BRIDGE 16+40+/- EN D BRIDGE 0.02 FT/FT 0.02 FT/FT 15’-5"15’-5" 84.28 0.020 0.020 4 :1 84.14 0.020 0.020 4 :1 83.92 0.020 0.020 4 :1 83.600.020 0.02083.4618+50.00END PRO JECT Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e St a t i o n St r u c t u r e Fi l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . (F r o m / T o ) Si z e / T y p e We t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 - L - S T A 1 4 + 7 5 T O 5 5 ' C O R E D S L A B 2 1 " < 0 . 0 1 < 0 . 0 1 0. 0 2 < 0 . 0 1 < 0 . 0 1 - L - S T A 1 7 + 5 0 TO T A L S * : < 0 . 0 1 < 0 . 0 1 0. 0 2 < 0 . 0 1 < 0 . 0 1 0 00 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : Re v i s e d 2 0 1 3 1 0 2 4 SHEET 7 OF 7 WE T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S SURFACE WATER IMPACTS WILSON COUNTY BRIDGE 0119 ON SR 1531 OVER LITTLE CONTENTNEA CREEKNC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/1/2014 <0 . 0 1 a c r e o f T e m p o r a r y F i l l i n W e t l a n d s i n t h e H a n d C l e a r i n g a r e a s f o r e r o s i o n c o n t r o l m e a s u r e s S I T E 1 S H E E T 1 O F 5 P E R M I T D R A W I N G B U F F E R I M P A C T S R:\Hydraulics\PERM ITS_Environm ental\Drawings\BUFFER IM PACTS\1-B4681_Hyd_prm _buf_TSH.dgncrlewis29/30/2014 DTV ======%%MPH ADTADT% * I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S W I L S O N C O U N T Y 000PROFILE (HORIZONTAL) B R Z - 1 5 3 1 ( 5 ) B R Z - 1 5 3 1 ( 5 ) 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 : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 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 P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : 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 000$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 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 CON TRACT:TIP PROJECT:B-4681 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA VICINITY MAPDETOUR Swamp Shackleford AlbertSaraMooreAtkinsonGeorgeFriendlyAspen GrovePopEastCityForkRd.Rd.SmokehousePineyGroveChurchRd.Rd.ScarboroughPl.Cardy Ct.LenfersCt.School ArrowHeadPl.1532 1531 1531153015791534152615261573157215711550153315701571ChurchPiney Grove264A264130713081309131013061306130812291228122912301231130 3 1 3 1 2 1 3 1 1 1226 1260 1259 1310BYNUM RD SCHOOL HOUSE RD STRICKLAND RDSPRING BRANCH CHURCH RD CRAFT RDN WILSON STN MAIN STREET EXTRAILROAD STREET EXT WHITLEY ST GALLOWAY RD B ELL RD APPIE RDAppie Church 1 2 3 5 123 2 1 2 3 2 1233 DunnRd. BellRd. Allen R d . Rd. Bell Rd. Bell Rd. Stantonsburg Moseley St.Jam e s 1 2 3 1 1 2 3 1 B R I D G E 1 1 9 1 2 0 0 1579 26450’100’25’50’50’100’10’20’25’50’10’5’JenkinsCrossroads E N D T I P P R O J E C T B - 4 6 8 1 R E K H A P A T E L , P . E . Gay2015SUBREGIONAL TIER 60 N O V E M B E R 2 1 , 2 0 1 4 PROJECT Rd.1353002035 55 12 8* TTST =4%DUAL =4% 4 B - 4 6 8 1 P E 3 8 4 6 5 . 1 . 2 - L - P O T S T A . 1 8 + 5 0 . 0 0 -L- POT S T A . 1 3 + 0 0 . 0 0 L E N G T H R O A D W A Y L E N G T H S T R U C T U R E T O T A L L E N G T H O F M I . M I . M I . T I P P R O J E C T B - 4 6 8 1 T I P P R O J E C T B - 4 6 8 1 T I P P R O J E C T B - 4 6 8 1 = 0 . 0 9 3 = 0 . 0 1 1 = 0 . 1 0 4 TO US 264 T O N C 2 2 2 Walstonburg WILSON COUNTYGREENE COUNTY 22222 2 CreekAYCOCK RD.MERCER RD.MERCER RD.Rd.CRAFT RD.1306 Galloway13041227PITT COUNTY CreekCarolina and Northwestern Railway LittleContentneaBEGIN T I P P R O J E C T B - 4 6 8 1 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. L ITTLE CONTENTNEA CREEK S R 1 5 3 1 E A G L E C R O S S R D . K - L - B R I A N R O B I N S O N 3 8 4 6 5 . 2 . 1 See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional Symbols R O W & U T L THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. T Y P E O F W O R K : G R A D I N G , P A V I N G , D R A I N A G E & S T R U C T U R E B R I D G E N O . 1 1 9 O V E R L I T T L E C O N T E N T N E A C R E E K O N S R 1 5 3 1 ( E A G L E C R O S S R O A D ) B E G I N B R I D G E E N D B R I D G E - L - S T A . 1 5 + 8 3 . 8 8 - L - S T A . 1 6 + 4 1 . 1 3 FUNC CLASS = RURALLOCAL CLEARING ON THIS PROJECT SHAL BE PERFORMED TO THE LIMITS E S T A B L I S H E D B Y M E T H O D I I A P R I L 2 1 , 2 0 1 5 N A D 8 3/ 9 5 - L - ( S H E E T 3 O F 5 ) S E E E N L A G E M E N T S H E E T 2 O F 5 P E R M I T D R A W I N G EN G L I S H A L L O W A B L E I M P A C T S Z O N E 1 A L L O W A B L E I M P A C T S Z O N E 2 A L L O W A B L E Z O N E 1 A L L O W A B L E Z O N E 2 R:\Hydraulics\PERM ITS_Environm ental\Drawings\BUFFER IM PACTS\2-B4681_Hyd_prm _buf.dgncrlewis210/1/2014 G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ A L L O W A B L E Z O N E 1 A L L O W A B L E Z O N E 1 A L L O W A B L E Z O N E 1 A L L O W A B L E Z O N E 2 E L E V . 7 9 . 0 ’ E X C A V A T E T O N A D 8 3/ 9 5 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N 4 B - 4 6 8 1 10+00 15+00 20+00 B R I D G E 1 1 9 LITTLE CONTENTNEA CREEK E X I S T I N G R / W EXISTING R/WEXISTING R/W 60.00’ W O O D S E I P S O I L 60.00’ W O O D S E X I S T I N G R / W SOIL C A R O L Y N E A G L E S N E W M A N M A R G E R E T L M O R I A R T Y & W O O D S W O O D S W O O D S W O O D S R O B E R T L D I X O N B L A N C H E M D I X O N R O B E R T L D I X O N B L A N C H E M D I X O N 1 7 . 5 ’ B S T S R 1 5 3 1 E A G L E C R O S S R D . SR 1531 EAGLE CROSS RD.CAROLYN EAGLES NEWMAN MARGERET L MORIARTY &1 1 FC F C C C F FF FF C C F F F C C C C C FF C C C EN G L I S H A L L O W A B L E Z O N E 1 A L L O W A B L E Z O N E 2 A L L O W A B L E Z O N E 2 BZ 1BZ 1 BZ 2BZ 2 A L L O W A B L E I M P A C T S Z O N E 1 A L L O W A B L E I M P A C T S Z O N E 2 R:\Hydraulics\PERM ITS_Environm ental\Drawings\BUFFER IM PACTS\3-B4681_Hyd_prm _buf_Enlargem ent.dgncrlewis210/1/2014 N A D 8 3/ 9 5 EN L A R G E M E N T N . C . D E P T . O F T R A N S P O R T A T I O N D I V I S I O N O F H I G H W A Y S W I L S O N C O U N T Y P R O J E C T : 3 8 4 6 5 . 1 . 2 ( B - 4 6 8 1 ) ( E A G L E C R O S S R O A D ) O N S R 1 5 3 1 O V E R L I T T L E C O N T E N T N E A C R E E K S H E E T 3 O F 5 1 0 / 0 1 / 1 4 G R A P H I C S C A L E 3 0 ’ 0 ’ 3 0 ’ A L L O W A B L E Z O N E 1 ALLOWABLE ZONE 1 ALLOWABLE ZONE 1 B R ID G E 119 LITTLE CONTENTNEA CREEK E I P CC FF FF C C C C C C C C C C RO A D CR O S S I N G B R I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2) ZO N E 1 (f t 2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2) 1 5 5 ' C O R E D S L A B 2 1 " - L - S T A 1 5 + 7 0 T O X 3 1 4 2 0 3 5 1 7 - L - S T A 1 7 + 1 0 X 1 4 2 1 4 2 TO T A L : 45 6 2 0 3 6 5 9 0 0 0 NO T E : Z o n e 1 A l l o w a b l e I m p a c t s i n c l u d e 4 0 0 s q . f t . o f W e t l a n d s i n B u f f e r s . Zo n e 2 A l l o w a b l e I m p a c t s i n c l u d e 1 4 8 s q . f t . o f W e t l a n d s i n B u f f e r s . IM P A C T BU F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . ST R U C T U R E S I Z E / TY P E S T A T I O N ( F R O M / T O ) AL L O W A B L E M I T I G A B L E BUFFER REPLACEMENT SHEET 4 OF 5 10/01/14PROJECT: 38465.1.2 (B-4681) N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WILSON COUNTY Rev. May 2006 ZO N E 1 (f t 2) ZO N E 2 (f t 2) 1 - L - S T A 1 5 + 7 0 T O - L - S T A 1 7 + 1 0 40 0 1 4 8 TO T A L : 40 0 1 4 8 WE T L A N D S I N B U F F E R I M P A C T S S U M M A R Y SHEET 5 OF 5PROJECT: 38465.1.2 (B-4681) 10/1/2014N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WILSON COUNTY WE T L A N D S I N BU F F E R S SI T E N O . S T A T I O N ( F R O M / T O ) Rev. Jan 2009 DTV ======%%MPH ADTADT% * D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S W I L S O N C O U N T Y 000PROFILE (HORIZONTAL) B R Z - 1 5 3 1 ( 5 ) B R Z - 1 5 3 1 ( 5 ) 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 : L E T T I N G D A T E : S T A T E ST A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . D E S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 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 P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES C203621 PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : 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 00014-NOV-2014 07:19R:\Roadw ay\Proj\B4681_Rdy_tsh.dgn$$$$USERNAME$$$$ 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 CONTRACT:TIP PROJECT:B-4681 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA VICINITY MAPDETOUR Swamp Shackleford AlbertSaraMooreAtkinsonGeorgeFriendlyChurchPiney Grove264A264N WILSON STAppie Churc h St.Jam e s B R I D G E 1 1 9 26450’100’25’50’50’100’10’20’25’50’10’5’JenkinsCrossroads E N D T I P P R O J E C T B - 4 6 8 1 R E K H A P A T E L , P . E . 2015SUBREGIONAL TIER 60 PROJECT1353002035 55 12 8* TTST =4%DUAL =4% 4 B - 4 6 8 1 P E 3 8 4 6 5 . 1 . 2 - L - P O T S T A . 1 8 + 5 0 . 0 0 -L- POT S T A . 1 3 + 0 0 . 0 0 L E N G T H R O A D W A Y L E N G T H S T R U C T U R E T O T A L L E N G T H O F M I . M I . M I . T I P P R O J E C T B - 4 6 8 1 T I P P R O J E C T B - 4 6 8 1 T I P P R O J E C T B - 4 6 8 1 = 0 . 0 9 3 = 0 . 0 1 1 = 0 . 1 0 4 TO US 264 T O N C 2 2 2 Walstonburg WILSON COUNTYGREENE COUNTY 22222 2 CreekPITT COUNTY CreekCarolina and Northwestern Railway LittleContentneaBEGIN T I P P R O J E C T B - 4 6 8 1 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. L ITTLE CONTENTNEA CREEK S R 1 5 3 1 E A G L E C R O S S R D . K - L - B R I A N R O B I N S O N See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional Symbols R O W & U T L THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. T Y P E O F W O R K : G R A D I N G , P A V I N G , D R A I N A G E & S T R U C T U R E B R I D G E N O . 1 1 9 O V E R L I T T L E C O N T E N T N E A C R E E K O N S R 1 5 3 1 ( E A G L E C R O S S R O A D ) B E G I N B R I D G E E N D B R I D G E - L - S T A . 1 5 + 8 3 . 8 8 - L - S T A . 1 6 + 4 1 . 1 3 FUNC CLASS = RURALLOCAL CLEARING ON THIS PROJECT SHAL BE PERFORMED TO THE LIMITS E S T A B L I S H E D B Y M E T H O D A P R I L 2 1 , 2 0 1 5 I I . O C T O B E R 3 1 , 2 0 1 4 3 8 4 6 5 . 2 . F D 1 N A D 8 3/ 9 5 Aspen GrovePopEastCityForkRd.Rd.SmokehousePineyGroveChurchRd.Rd.ScarboroughPl.Cardy Ct.LenfersCt.School ArrowHeadPl.1532 1531 1531153015791534152615261573157215711550153315701571130713081309131013061306130812291228122912301231130 3 1 3 1 2 1 3 1 1 1226 1260 1259 1310BYNUM RD SCHOOL HOUSE RD STRICKLAND RDSPRING BRANCH CHURCH RD CRAFT RDN MAIN STREET EXTRAILROAD STREET EXT WHITLEY ST GALLOWAY RD B ELL RD APPIE RD 1 2 3 5 123 2 1 2 3 2 1233 DunnRd. Bell Rd. Allen R d . Rd. Bell Rd. Bell Rd. Stantonsburg Moseley 1 2 3 1 1 2 3 1 1 2 0 0 1579 GayRd.AYCOCK RD.MERCER RD.MERCER RD.Rd.CRAFT RD.1306 Galloway13041227 Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equali t y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos 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 Propos 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 Propos 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 Propos 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 HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos 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 : ROA 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 pQle]/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 W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W 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 T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW 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 . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B 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 Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 B B - 4 6 8 1 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 12/05/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos 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 Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos 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 Propos 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 Propos e d C u r b 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 CO 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 U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos e d C o n t r o l o f A c c e s s L i n e w i t h E 1 U S E T Y P I C A L S E C T I O N N O . 1 C 1 CL T Y P I C A L S E C T I O N N O . 1 . 0 2 8’ T .0 8 . 0 2 6 " NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S CL- L - 3 0 ’ - 1 0 " 1 1 ’ 4 ’ - 5 " 1 1 ’ (FINAL PAVEMENT DESIGN) 4 ’ - 5 " . 0 2 . 0 2 T 3 :1 M A X 4:1 1 1 ’ 1 1 ’ 5 ’ 8 ’ W / G R G R A D E T O T H I S L I N E G R A D E P O I N T G R A D E P O I N T N O T E S : ( 1 ) T R A N S I T I O N F R O M E X I S T I N G T O T . S . N O . 1 - L - S T A . 1 3 + 0 0 . 0 0 T O - L - S T A . 1 4 + 3 5 . 0 0 ( 2 ) T R A N S I T I O N F R O M T . S . N O . 1 T O E X I S T I N G - L - S T A . 1 7 + 1 5 . 0 0 T O - L - S T A . 1 8 + 5 0 . 0 0 3:1 MAX - L - 6:1 VAR 5’8’ W/G R .08 - L - S T A . 1 5 + 8 3 . 8 8 T O - L - S T A . 1 6 + 4 1 . 1 3 - L - S T A . 1 4 + 3 5 . 0 0 T O - L - S T A . 1 5 + 8 3 . 8 8 ( B E G I N B R I D G E ) - L - S T A . 1 6 + 4 1 . 1 3 ( E N D B R I D G E ) T O - L - S T A . 1 7 + 1 5 . 0 0 7 " @ C B R I D G E L S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 A - 1 B - 4 6 8 1 P A V E M E N T D E S I G N 6/2/9914-NOV-2014 07:19R:\Roadway\Proj\b4681_rdy_typ.dgn$$$$USERNAM E$$$$ (S E E X -S E C T IO N S ) (SEE X-SECTIONS) P R O P O S E D C O R E D S L A B S T Y P I C A L S E C T I O N O N S T R U C T U R E ( S E E S T R U C T U R E P L A N S ) 3 " @ C B R I D G E L 3 " @ C B R I D G E L C 1 C 2 E 2 M I N . 3 " C 1 C 2 E 2 R A I L B R I D G E S U R F A C E O N S T R U C T U R E W E D G I N G D E T A I L F O R W E A R I N G P A V E M E N T S C H E D U L ETC1EARTH MATERIAL E1 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTHOR GREATER THAN 1" IN DEPTH.TO BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERSC2PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.E2 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE3" IN DEPTH.PLACED IN LAYERS NOT GREATER THAN 5" IN DEPTH OR LESS THAN S l o p e F i l l E L E V . 7 9 . 0 ’ E X C A V A T E T O REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 31-OCT-2014 11:26R:\Roadway\Proj\B4681_Rdy_psh.dgn$$$$USERNAME$$$$ D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 4 B - 4 6 8 1 - L - + 5 0 4 0 ’ 1 3 0 ’ - L - + 0 0 4 0 ’ 3 0 ’ B L - 1 0 2 1 ( S T R U C T U R E ’ S P A Y I T E M ) C L A S S ’ I I ’ R I P R A P (S T R U C T U R E ’ S P A Y I T E M ) C L A S S ’ I I ’ R I P R A P ( N o t t o S c a l e ) S P E C I A L L A T E R A L ’ V ’ D I T C H 3:1 D - L - S T A . 1 7 + 0 0 T O - L - 1 8 + 0 0 ( R T . ) M i n . D = V A R . D E T A I L " A " G r o u n d N a t u r a l Flatter 4:1 or S E E D E T A I L " A " S P E C I A L L A T E R A L ’ V ’ D I T C H 8 :1 8 : 1 8 :1 8 : 1 BEGIN PROJECT B-4681-L- POT STA. 13+00.00 - L - P O T S T A . 1 8 + 5 0 . 0 0 E N D P R O J E C T B - 4 6 8 1 B E G I N B R I D G E E N D B R I D G E N O T E S : ( 1 ) S E E S H E E T 5 F O R - L - P R O F I L E -L-11’11’ EXIST. EXIST. 2 2’ G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 G R A U 3 5 0 T L - 3 1 3 5 ’ T A P E R +15 SKETCH SHOWING PAVEMENT IN RELATIONSHIP T O B R I D G E (NOT TO SCALE)TYPE-IIITYPE-IIITYPE-IIITYPE-III 1 3 5 ’ T A P E R +35 - L - S T A . 1 5 + 8 3 . 8 8 - L - S T A . 1 6 + 4 1 . 1 3 -L- STA. 15+72.88 BEGIN APPROACH SLAB -L- STA. 15+83.88 BEGIN BRIDGE-L- S T A . 1 6 + 4 1 . 1 3 EN D B R I D G E -L- S T A . 1 6 + 5 2 . 1 3 EN D A P P R O A C H S L A B 22’30’-10" 8 :18 : 1 8:18:1 02 02 0202 0202 2 2’ ( 2 ) S E E S H E E T S S - 1 T O S - F O R S T R U C T U R E P L A N S B R I D G E 1 1 9 LITTLE CONTENTNEA CREEK PROPERTY LINE IS CL OF CREEK PROPERTY LINE IS CL OF CREEK E X I S T I N G R / W EXISTING R/WEXISTING R/W 60.00’ W O O D S E I P S O I L 60.00’ W O O D S E X I S T I N G R / W SOIL T T D B : 4 8 7 P G : 3 7 0 C A R O L Y N E A G L E S N E W M A N M A R G E R E T L M O R I A R T Y & W O O D S W O O D S W O O D S W O O D S D B : 2 3 3 6 P G : 2 7 6 R O B E R T L D I X O N B L A N C H E M D I X O N B M - 2 0 2 R O B E R T L D I X O N B L A N C H E M D I X O N D B : 2 3 3 6 P G : 2 7 6 1 7 . 5 ’ B S T S R 1 5 3 1 E A G L E C R O S S R D . SR 1531 EAGLE CROSS RD.CAROLYN EAGLES NEWMAN MARGERET L MORIARTY &DB: 487 PG: 370 PI Sta 13+17.87DL = 28.53’T = 14.27’R = 6,000.00’PI Sta 18+80.47DL = 46.18’T = 23.09’R = 20,000.00’10+00 15+00 20+00 -L- CURVE DATA - L - -L- POT Sta. 10+00.00 - L - P C S t a . 1 3 + 0 3 . 6 0 - L - P T S t a . 1 3 + 3 2 . 1 4 - L - P C S t a . 1 8 + 5 7 . 3 8 - L - P T S t a . 1 9 + 0 3 . 5 6 - L - P O T S t a . 2 2 + 2 2 . 2 4 SE = NC F F C C C F F C C F F C C C C C C CC C N A D 8 3/ 9 5