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Home My WebLink About20150546 Ver 1_Application_20150602 1 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: 13 23 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 196 over Crab Creek on SR 1532 2b. County: Transylvania 2c. Nearest municipality / town: Little River 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5403 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) 707-6103 3g. Fax no.: (919) 212-5785 3h. Email address: wabarrett@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.4 January 2009 2 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: 3 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: 35.23456 Longitude: - 82.61760 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.4 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Crab Creek 2b. Water Quality Classification of nearest receiving water: C;Tr;HQW 2c. River basin: French Broad 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: predominately agriculture, with some residences. 3b. List the total estimated acreage of all existing wetlands on the property: 0.08 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 346 3d. Explain the purpose of the proposed project: Example: To replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 28-foot bridge with a 70-foot, single-span bridge on the existing alignment with a temporary on-site detour. 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: 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): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. NCDOT requests a PJD from the USACE (a PJD pakcage is attached to permit application). 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. 4 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 2f. Area of impact (acres) Site 2 P T Fill * Non-Tidal Freshwater Marsh Yes No Corps DWQ < 0.01 2g. Total wetland impacts <0.01 Permanent 2h. Comments: Due to the small amount of wetland impact, USACE did not request wetland mitigation. 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 intermitte nt (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T bank stabilization Crab Creek PER INT Corps DWQ 10 136 Site 2 P T channel change UT to Crab Creek PER INT Corps DWQ 3 142 3h. Total stream and tributary impacts 278 Perm 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 X Permanent X Temporary 4g. Comments: 5 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 Excavated Flo ode d Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 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 Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 7 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 42 feet longer than the existing bridge; the proposed bridge will be at approximately the same grade as the existing structure; 3:1 fill slopes will be used where practicable, with 2:1 fill slope adjacent to the wetland. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Deck drains will not be placed over Crab Creek, but instead the deck drains will discharge outside of the stream banks. The remaining deck drainage will be collected by inlets at each end of the bridge. The inlet at the northwest quadrant will discharge to a preformed scour hole (PSH). The inlet at the southwest quadrant will discharge to a riprap-lined channel. Grassed swales will be constructed on the east side of the roadway to replace existing roadside ditches disturbed due to the temporary alignment and roadway widening. Sediment and erosion control measures will adhere to Design Standards in Sensitive Watersheds. Demolition of the existing structure will be conducted in a manner that minimizes dropping material into Crab Creek. 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: NOTE: Of the 142 lf of stream impact at Site 2, 120 lf of function will be replaced by the new channel see e.mail dated 5-8-15 - attached). The remaining 22 lf of stream impact will have mitigation provided by EEP. Due to the small amount of wetland impact (<0.01 ac.), USACE did not request wetland mitigation. NCDOT does not propose mitigation for the 136 lf of bank stabilization impact at Site 1, as it does not require fill in the stream bed and therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed bank stabilization is necessary to prevent erosion and sedimentation by preventing bank destabilization and thereby minimizing impacts to the environment. Per Kevin Barnett, NCDWR, the NW13 for 136 LF of bank stabilization and NW23 for relocation of 142 LF of stream into a newly constructed 120 l.f. stream channel will not require mitigation as mitigation thresholds in the concurrent GCs are not exceeded (see e.mail dated 6-1-15 - attached). 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 8 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: 22 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. 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: 9 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: If required from 1a, see attached buffer permit drawings. 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. 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 5b. Have all of the 401 Unit submittal requirements been met? Yes No 10 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 1 PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Bill Barrett, NCDOT, 1598 Mail Service Center, Raleigh, NC 27699-1598 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG- D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: TIP: B-5403 Description: Replacement of Bridge No. 196 over Crab Creek on SR 1532 in Transylvania County. (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Transylvania City: Little River Center coordinates of site (lat/long in degree decimal format): Lat. 35.234560°N, Long. -82.617573° W Universal Transverse Mercator: Name of nearest waterbody: Crab Creek Identify (estimate) amount of waters in the review area: Non-wetland waters: 585 linear feet: width (ft) and/or acres. Cowardin Class: Riverine Stream Flow: Perennial Wetlands: 0.07 acres. Cowardin Class: Emergent Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: N/A Non-Tidal: N/A E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination Date: Field Determination Date(s): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this 2 preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring “pre-construction notification” (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant’s acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there “may be” waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: 4 Site Name Latitude Longitud e Cowardin Class Estimated amount of aquatic resource in review area Class of aquatic resource Crab Creek 35.234°N -82.617°W RUB2 203 linear feet section 10 – tidal UT to Crab Ck (SA) 35.234° N -82.617°W RUB2 382 linear feet section 10 – tidal Wetland WC 35.234°N -82.617°W PSS1F 0.07 acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal °N - °W acre(s) section 10 – tidal NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS BRANCH Figure 1 TRANSYLVANIA COUNTY REPLACE BRIDGE NO. 196 ON SR 1532 OVER CRAB CREEK B-5403 Crab Creek SR 1532Bridge No. 196 FIGURE 2REPLACE BRIDGE No. 196ON SR 1532 OVER CRAB CREEKTRANSYLVANIA COUNTYWBS NO. 46118.1.1TIP No. B-5403 Prepared by the NCDOT Project Development &Environmental Analysis BranchNatural Environment Unit Project Study Area Map ¯ Legend STUDY AREA 0 230 460 690 920115Feet Crab Creek Road SR 1532 Bye Leaf Cove McMahon Lane Bridge No. 196Crab Creek SA SB S A SA SD SC WC WA W B FIGURE 3REPLACE BRIDGE No. 196ON SR 1532 OVER CRAB CREEKTRANSYLVANIA COUNTYWBS NO. 46118.1.1TIP No. B-5403 Prepared by the NCDOT Project Development &Environmental Analysis BranchNatural Environment Unit Jurisdictional Features Map ¯ Legend STUDY AREA Wetlands Streams 0 175 350 525 70087.5 Feet Xxxx (V e r s i o n 2 . 0 1 ; R e l e a s e d D e c e m b e r 2 0 1 4 ) 46 1 1 8 . 1 . 1 TI P N o . : B- 5 4 0 3 Co u n t y ( i e s ) : Tr a n s y l v a n i a Page 1of 3 TI P N u m b e r : Date: 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 ? Ye s De s i g n / F u t u r e : Y e a r : 20 4 0 Ex i s t i n g : Y e a r : Th r e a t e n e d / E n d a n g e r e d S p e c i e s ? No Co m m e n t s : Ye s N / A No We t l a n d s w i t h i n P r o j e c t L i m i t s ? Tr o u t W a t e r s ( T r ) No n e Su p p l e m e n t a l C l a s s i f i c a t i o n : gy (HQW) Ag r i c u l t u r a l Cr a b C r e e k 6-38-23 0. 3 0. 1 5 2 m i l e s Pr o j e c t D e s c r i p t i o n Pr o p o s e d P r o j e c t Fr e n c h B r o a d Ri v e r B a s i n ( s ) : Ci t y / T o w n : 0. 4 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 : Su r r o u n d i n g L a n d U s e : Ge n e r a l P r o j e c t N a r r a t i v e : (D e s c r i p t i o n o f M i n i m i z a t i o n o f W a t e r Qu a l i t y I m p a c t s ) No cr s m i t h 5 @ n c d o t . g o v Ra l e i g h , N C 2 7 6 1 0 Ad d r e s s : 1/12/2015 Tr a n s y l v a n i a Br e v a r d Ch a r l e s R . S m i t h , P E 10 2 0 B i r c h R i d g e R d WB S E l e m e n t : Bridge Replacement WB S E l e m e n t : W. H e n r y W e l l s , J r . , P E , P L S NC D O T C o n t a c t : (9 1 9 ) 7 0 7 - 6 7 1 6 91 5 J o n e s F r a n k l i n R d Ra l e i g h , N C 2 7 6 0 6 Co n t r a c t o r / D e s i g n e r : (9 1 9 ) 8 5 9 - 2 2 4 3 Su n g a t e D e s i g n G r o u p , P A 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 N C D O T P R O J E C T S Pr o j e c t T y p e : Hy d r a u l i c s U n i t Ad d r e s s : Ge n e r a l P r o j e c t I n f o r m a t i o n B- 5 4 0 3 46 1 1 8 . 1 . 1 Im p a i r m e n t s : Ot h e r S t r e a m C l a s s i f i c a t i o n : Pr i m a r y C l a s s i f i c a t i o n : Pr o j e c t B u i l t - U p o n A r e a ( a c . ) B- 5 4 0 3 i n v o l v e s t h e r e m o v a l a n d r e p l a c e m e n t o f T r a n s y l v a n i a C ou n t y b r i d g e # 1 9 6 a l o n g w i t h i m p r o v e m e n t s t o t h e a p p r o a c h e s . D e c k drains will not be place over the stream. In s t e a d , t h e d e c k d r a i n s w i l l d i s c h a r g e o u t s i d e t h e s t r e a m b a n k s . T h e r e m a i n i n g d e c k d r a i n a g e w i l l b e c o l l e c t e d b y i n l e t s a t e a ch end of the bridge. The inlet at the northwest qu a d r a n t w i l l d i s h c a r g e t o a p r e f o r m e d s c o u r h o l e . T h e i n l e t at t h e s o u t h w e s t q u a d r a n t w i l l di s c h a r g e t o a r i p r a p l i n e d c h a n n e l . Grassed swales will be constructed on the east si d e o f t h e r o a d w a y t o r e p l a c e e x i s t i n g ro a d s i d e d i t c h e s d i s t u r b e d d u e to t h e t e m p o r a r y a l i g m e n t a n d r o a d w a y w i d e n i n g . S R 1 5 3 2 is a dead end road so an on-site detour will be re q u i r e d . N/A Bu f f e r R u l e s i n E f f e c t : No n e 300 Tw o ( 2 ) p a v e d l a n e s e a c h t e n ( 1 0 ) f e e t w i d e wi t h t w o ( 2 ) f e e t w i d e s h o u l d e r s ( f i v e ( 5 ) wi t h g u a r d r a i l ) o n e a c h s i d e . V a r i a b l e ( 2 : 1 t o 6 : 1 ) c u t / f i l l s l o p e s . Wa t e r b o d y I n f o r m a t i o n 2011 NC D W R S t r e a m I n d e x N o . : NR T R S t r e a m I D : An n u a l A v g D a i l y T r a f f i c ( v e h / h r / d a y ) : Existing Site 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 ) : ac. Su r f a c e W a t e r B o d y ( 1 ) : Cl a s s C NC D W R 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 W a t e r B o d y ac . Tw o ( 2 ) p a v e d l a n e s e a c h n i n e ( 9 ) f e e t w i d e with variable width shoulders and variable cu t / f i l l s l o p e s . 40 0 hw e l l s @ s u n g a t e d e s i g n . c o m Pr o j e c t I n c l u d e s B r i d g e S p a n n i n g W a t e r B o d y ? D e c k D r a i n s D i s c h a r g e O v e r B u f f e r ? D i s s i p a t o r P a d s P r o v i d e d i n B u f f e r ? N/A De c k D r a i n s D i s c h a r g e O v e r W a t e r B o d y ? (I f y e s , p r o v i d e j u s t i f i c a t i o n i n t h e G e n e r al P r o j e c t N a r r a t i v e ) ( I f y e s , d e s c r i b e i n the General Project Narrative; if no, justify in the General Project Narrative) (I f y e s , p r o v i d e j u s t i f i c a t i o n i n t h e G e n e r a l P r o j e c t N a r r a t i v e ) (V e r s i o n 2 . 0 1 ; R e l e a s e d D e c e m b e r 2 0 1 4 ) 46 1 1 8 . 1 . 1 TI P N o . : B- 5 4 0 3 Co u n t y ( i e s ) : Tr a n s y l v a n i a Page 2of 3 Sh e e t No . St a t i o n s ( R o a d P r o j e c t s ) or Co o r d i n a t e s ( N o n - R o a d ) Su r f a c e Wa t e r Bo d y Ba s e Wi d t h (f t ) Fr o n t Sl o p e (H : 1 ) Ba c k Sl o p e (H : 1 ) Dr a i n a g e Ar e a (a c ) Re c o m m e n d e d Tr e a t m ' t L e n g t h (f t ) Ac t u a l Le n g t h (f t ) Lo n g i t u d i n a l Sl o p e (% ) Q2 (c f s ) V2 (f p s ) Q10 (c f s ) V10 (fps)Rock Checks UsedBMP Associated w/ Buffer Rules? 11 + 0 0 - L - R t 13 + 7 5 - L - R t 13 + 7 5 - L - R t 14 + 3 0 - L - R t 14 + 7 0 - L - R t 15 + 5 0 - L - R t 15 + 5 0 - L - R t 18 + 2 5 - L - R t 2.0 1.8 No t e : G r a s s e d s w a l e 1 3 + 7 5 t o 1 4 + 3 0 - L - R t d o e s n o t m e e t V 2 m a x i m u m v e l o c i t y c r i t e r i a , h o w e v e r , s o m e w a t e r q u a l i t y b e n e f i t f r o m th e g r a s s e d s w a l e s h o u l d s t il l b e a c h i e v e d . No1.2 4. 0 WB S E l e m e n t : 2. 0 2.1 4 No 33 0 35 5 No 1. 5 0 % 4.12.6 0. 9 40 . 0 4 1. 9 3. 0 27 5 19 0 4 2. 0 2 . 7 0. 0 4 . 0 3 . 0 3. 0 3 . 0 1 . 0 9 5 0. 0 0. 0 3. 0 2. 4 1. 5 0 % 3 . 0 1. 3 7 % 1 . 5 1. 1 27 5 1 . 3 0. 3 5 % No2.2 1. 3 1 2 5 1. 9 85 3. 0 Sw a l e s (1 ) C r a b Cr e e k (1 ) C r a b Cr e e k (1 ) C r a b Cr e e k (1 ) C r a b Cr e e k No No No No 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 ST O R M W A T E R M A N A G E M E N T P L A N FO R N C D O T P R O J E C T S Ad d i t i o n a l C o m m e n t s (V e r s i o n 2 . 0 1 ; R e l e a s e d D e c e m b e r 2 0 1 4 ) 46 1 1 8 . 1 . 1 TI P N o . : B- 5 4 0 3 Co u n t y ( i e s ) : Tr a n s y l v a n i a Page 3of3 Sh e e t No . Su r f a c e Wa t e r B o d y R i p r a p T y p e Dr a i n a g e Ar e a (a c ) Co n v e y a n c e St r u c t u r e Ad d i t i o n a l C o m m e n t s Pr e f o r m e d S c o u r H o l e s a n d E n e r g y D i s s i p a t o r s 2.4 WB S E l e m e n t : Hi g h w a y S t o r m w a t e r P r o g r a m 15 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 Pi p e / S t r u c t u r e Di m e n s i o n s (i n ) St a t i o n ( R o a d P r o j e c t s ) o r Co o r d i n a t e s ( N o n - R o a d P r o j e c t s ) En e r g y D i s s i p a t o r Ty p e PS H (1 ) C r a b Cr e e k 4 0. 0 Cl a s s ' B ' Q10 (cfs)0.2 15 + 1 3 - L - L t V10 (fps)No ST O R M W A T E R M A N A G E M E N T P L A N FO R N C D O T P R O J E C T S BMP Associated w/ Buffer Rules? Pi p e * R e f e r t o t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x ( 2 0 1 4 ) , N C D O T S t a n d a r d s , t h e F e d e r a l H i g h w a y A d m i n i s t r a t i o n ( F H W A ) H y d r a ul i c E n g i n e e r i n g C i r c u l a r N o . 1 4 ( H E C - 1 4 ) , T h i r d E d i t i o n , H y d r a u l i c D e s i g n o f E n e r g y D i s s i p a t o r s f o r Cu l v e r t s a n d C h a n n e l s ( J u l y 2 0 0 6 ) , a s a p p l i c a b l e , f o r d e s i g n g u i d a n c e a n d c r i t e r i a . WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 10 PERMIT DRAWING SITE 2 SITE 1 Crab Creek Crab Creek FEBRUARY 20, 2015 TRANSYLVANIA COUNTY BRIDGE NO. 196 OVER CRAB CREEK ON SR 1532 GRADING, PAVING, DRAINAGE, AND STRUCTURE 25 50 10050 25 50 10050 5 10 20 10 D T V = = = = = = 400 16 65 6 40 % % MPH ADT ADT 2040 % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST =1% SUB-REGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 1. d g n r h o w a r d 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 5 4 0 3 A R T MEN N A S O H D E P T O F TRA SPORT T IO N T A TEOFN RT CAR O LI N A H E N D E RS O N C O U N TY CREEK CRAB NATHAN N. ADIMA, PE KEVIN E. MOORE, PE VICINITY MAP K FUNC CLASS = LOCAL PROJECT LOCATION 4 ROAD TO ISLAND COVE ROAD TO CRAB CREEK LENGTH ROADWAY TIP PROJECT B-5403 = 0.139 MILE TOTAL LENGTH TIP PROJECT B-5403 = 0.152 MILE -L- 14+91.49 END BRIDGE -L- 14+21.49 BEGIN BRIDGE -DET- -L- STA. 18+80.02 END TIP PROJECT B-5403 -DET- STA. 11+17.45 BEGIN DETOUR CONSTRUCTION -DET- 14+68.29 BEGIN DET. BRIDGE -DET- 15+38.29 END DET. BRIDGE -DET- STA. 20+00.00 END DETOUR CONSTRUCTION -L- (SR 1532) -L- (SR 1532) LENGTH STRUCTURE TIP PROJECT B-5403 = 0.013 MILE THIS IS NOT A CONTROL OF ACCESS PROJECT. BRZ-1532(5)R/W & UTIL. PEBRZ-1532(5)46118.1.1 B-5403 THIS PROJECT IS NOT WITHIN THE LIMITS OF MUNICIPAL BOUNDARIES. 3312014 _ _ _ _ _ _ _ _ _ _ BEGIN TIP PROJECT B-5403 -L- STA. 10+75.00 -L- STA. 10+68.79 BEGIN CONSTRUCTION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. -DET - DUAL =5% 46118.2.FD1 JANUARY 19, 2016 Valeria Dr. Ext. Red Fox Dr. Silver Fox Ln..23 .37 0.12 .35 .1 7 .9 6 1.10 0 .07 0.45 0.41 0. 2 4 0.35 .35 .32 .23 0.12 0.47 1.43 .76 .08 .12 .16 . 2 2 .19 .15 .15 .47 .80 .19 .79 1.6 4 .49 1.56 .66 . 1 7 1601 1617 1618 1600 1600 1601 1533 1533 1613 1617 1618 1591 1570 1532 1562 1528 1607 1531 1530 1561 1528 1533 1529 1535 1536 1534 1534 1564 NSRS 2007 NAD 83/ SHEET 2 OF 10 PERMIT DRAWING SCALE: 1"= 100’ 0’100’200’300’100’ S S SURFACE WATER DENOTES IMPACTS IN SITE 1 N C G R I D N A D 8 3 / N S R S 2 0 0 7 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. B-5403 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 2 B . d g n r h o w a r d 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FOR -DET- PROFILE SEE SHEET 5 2B-1 -DET- 10 15 20 T T T 18" CMP 18" CMP CB 15" CMP 54" CMP 10 ’ G R 4 8 " WW1S B W 4 8 " WW1S B W 1 2 18" HDPE 10’ GR 3SELEC 3 S E L E C 3 S E L E C 3 S E L E C 10 ’ S OIL WOODS WOODS 4 8 "W W 1S B W 6SBW 6SBW GATE MTL GATE MTL 4 8 " WW 4 8 " WW SOIL GR GR SHED MTL DOG KENNEL 72" CHL 48" WW 48" WW BS T G BK SOIL CONC MTL POLE FENCE 10’ BST 15 " T E R R WOODS WOODS WOODS WOODS ISLAND COVE ROAD SR 1532 8’ G R 1SMD GR 9’ BST WD R A IL 12’ G R 1SFD WOODS WD G MARK 2107.89’ HIGH WATER T WELL WELL SEPTIC BOX DISTRIBUTION FIELD DRAIN STEPS ROCK WALL ROCK 3 4 5 6 POLE 7 8 9 EIP DB 225 PG 187 TRACT #1 DB 250 PG 196 MARGARET J. CABE THOMAS I. CABE DB 283 PG 420 MARGARET J. CABE THOMAS I. CABE DB 351 PG 687 DANA ANDERS JOHN A GRAGG DB 241 PG321 BARBARA J. MERRILL CARROL S. MERRILL DB 321 PG74 EIP EIP EIP EDDIE P. MERRILL DB 255 PG 86 LOEE TAYLOR ROBERT G. TAYLOR DB 198 PG 204 DB 158 PG 328 D R A IN F IE L D 28.00’ WENDY TAYLOR CHARLES J. TAYLOR RUBY G. BALL DWAYNE A. BALL DORIS G. DAVIS DAVID L. DAVIS M A IN T A IN R / W M A IN T A IN R / W EXISTING R/W EXISTING R/W 4 5 . 0 0 ’ 28.00’ 1SFD MA IN T A IN E D R / W M A IN T A IN E D R / W ACCESS ROAD 10’ SOIL CULTIVATED FIELD CULTIVATED FIELD PASTURE PASTUREPASTURE PASTURE PASTURE PASTURE PASTURE PASTURE ISLAND COVE ROAD SR 1532 18’ BST CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T 4 8 " W W1S B W 18’ BST DANIEL L. DAVIS DAVID L. DAVIS TRACT #2 DB 231 PG 388 2 1 3 4 GRADE TO DRAIN GRADE TO DRAIN 15 "15 " EST 5 SY GFD EST 1 TON CL ’B’ RIPRAP EST 5 SY GFD EST 1 TON CL ’B’ RIPRAP SEE DETAIL 4 EST 110 SY GFD EST 75 TONS CL ’I’ RIP-RAP STABILIZATION STREAMBANK ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 4 Grade Ditch Geotextile 1.0’min. NWS 1.5’ CL ’I’ Rip-RapDitch Outlet(s) 10’min. @ SHEET 3 OF 10 PERMIT DRAWING SCALE: 1"= 100’ 0’100’200’300’100’ S S SURFACE WATER DENOTES IMPACTS IN SITE 1 N C G R I D N A D 8 3 / N S R S 2 0 0 7 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. B-5403 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 2 B _ c o n . d g n r h o w a r d 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FOR -DET- PROFILE SEE SHEET 5 2B-1 -DET- 10 15 20 T T T 18" CMP 18" CMP CB 15" CMP 54" CMP 10 ’ G R 4 8 " WW1S B W 4 8 " WW1S B W 1 2 18" HDPE 10’ GR 3SELEC 3 S E L E C 3 S E L E C 3 S E L E C 10 ’ S OIL WOODS WOODS 4 8 "W W 1S B W 6SBW 6SBW GATE MTL GATE MTL 4 8 " WW 4 8 " WW SOIL GR GR SHED MTL DOG KENNEL 72" CHL 48" WW 48" WW BS T G BK SOIL CONC MTL POLE FENCE 10’ BST 15 " T E R R WOODS WOODS WOODS WOODS ISLAND COVE ROAD SR 1532 8’ G R 1SMD GR 9’ BST WD R A IL 12’ G R 1SFD WOODS WD G MARK 2107.89’ HIGH WATER T WELL WELL SEPTIC BOX DISTRIBUTION FIELD DRAIN STEPS ROCK WALL ROCK 3 4 5 6 POLE 7 8 9 EIP DB 225 PG 187 TRACT #1 DB 250 PG 196 MARGARET J. CABE THOMAS I. CABE DB 283 PG 420 MARGARET J. CABE THOMAS I. CABE DB 351 PG 687 DANA ANDERS JOHN A GRAGG DB 241 PG321 BARBARA J. MERRILL CARROL S. MERRILL DB 321 PG74 EIP EIP EIP EDDIE P. MERRILL DB 255 PG 86 LOEE TAYLOR ROBERT G. TAYLOR DB 198 PG 204 DB 158 PG 328 D R A IN F IE L D 28.00’ WENDY TAYLOR CHARLES J. TAYLOR RUBY G. BALL DWAYNE A. BALL DORIS G. DAVIS DAVID L. DAVIS M A IN T A IN R / W M A IN T A IN R / W EXISTING R/W EXISTING R/W 4 5 . 0 0 ’ 28.00’ 1SFD MA IN T A IN E D R / W M A IN T A IN E D R / W ACCESS ROAD 10’ SOIL CULTIVATED FIELD CULTIVATED FIELD PASTURE PASTUREPASTURE PASTURE PASTURE PASTURE PASTURE PASTURE ISLAND COVE ROAD SR 1532 18’ BST CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T 4 8 " W W1S B W 18’ BST DANIEL L. DAVIS DAVID L. DAVIS TRACT #2 DB 231 PG 388 2 1 3 4 GRADE TO DRAIN GRADE TO DRAIN 15 "15 " EST 5 SY GFD EST 1 TON CL ’B’ RIPRAP EST 5 SY GFD EST 1 TON CL ’B’ RIPRAP SEE DETAIL 4 EST 110 SY GFD EST 75 TONS CL ’I’ RIP-RAP STABILIZATION STREAMBANK ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 4 Grade Ditch Geotextile 1.0’min. NWS 1.5’ CL ’I’ Rip-RapDitch Outlet(s) 10’min. @ 2 0 9 7 2098 2098 2 0 9 8 2 0 9 9 2 0 9 9 2 0 9 9 2 0 9 9 2100 2 10 0 2 10 0 2 1 0 0 2 1 0 1 2101 2 1 0 1 2 1 0 1 2 1 0 1 2102 2 10 2 2 10 2 2 1 0 2 2 1 0 2 2103 2 10 3 2103 2 1 0 3 2 1 0 3 2 1 0 3 2104 2 10 4 2 1 0 4 2104 2104 2 10 4 2 1 0 4 2 1 0 5 2 10 5 2 105 2105 2 1 0 5 2105 2 10 5 2 1 0 5 2 1 0 5 2 10 5 2105 2 1 0 5 2 1 0 5 2 1 0 5 2 1 0 5 2 10 5 2 1 0 5 2106 2106 2 106 2 1 0 6 2106 2106 2 1 0 6 2106 2106 2 1 0 6 2106 2106 2 1 0 6 2 1 0 6 2 1 0 6 2106 2106 2 1 0 6 2106 2 1 0 6 2106 2106 2106 2 1 0 6 2 1 0 6 2106 2 1 0 6 2 1 0 6 2 1 0 6 2106 21062106 2 1 0 6 2106 2 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 2 1 0 7 2107 2107 2107 2107 2107 2107 2 1 0 7 2 1 0 7 2 1 0 7 2 1 0 7 2107 2 1 0 7 2107 2 1 0 7 2 1 0 7 2107 2 1 0 7 2107 2107 2107 2 1 0 7 2 1 0 7 2 10 7 2 10 7 2 1 0 7 2 1 0 7 2 1 0 7 2 10 7 2 10 7 2107 2 1 0 7 2107 2107 2 1 0 7 2108 2108 2108 2 10 8 2 10 8 2 10 8 2108 2108 2 1 0 8 2 1 0 8 2 1 0 8 2109 2109 2109 2 10 9 2109 2 1 0 9 2 10 9 2109 2 1 0 9 2 1 0 9 2 1 0 9 2 1 0 9 2110 2110 2 1 1 0 2110 2110 2110 2 1 1 0 2 1 1 0 2 110 2110 2 1 1 0 2 1 1 0 2111 2111 2 1 1 1 2 1 1 1 2111 2112 2112 2 112 2 112 2 1 1 2 2 112 2113 2 113 2 113 2 113 2113 2 1 1 3 2 1 1 3 2113 2113 2 1 1 3 2 1 1 3 2114 2 114 2114 2 114 2 1 1 4 2114 2114 21142115 2115 2 115 2 115 2115 2 1 1 5 2 1 1 5 2 1 15 2116 2 116 2 116 2 1 16 2116 2117 2 117 2 117 2 11 7 2 1 1 7 2117 2 118 2 1 1 8 2 118 2 118 2 1 1 8 2119 2 1 1 9 2 119 2 119 2 119 2 1 1 9 2119 2 1 1 92 1 1 9 2 1 2 0 2 1 2 0 2 12 0 2 1 2 0 2 12 0 2 1 2 0 2 1 2 0 2 1 2 0 2 1 2 1 2 1 2 1 2 12 1 2 1 2 1 2 12 2 2 12 2 2122 2 1 2 3 2 1 2 3 2 1 2 3 2 1 2 3 2 1 2 4 2 12 4 2 12 5 2 12 5 2 12 6 2 12 6 2 1 2 7 2127 2 1 2 8 2128 2129 2130 2130 2131 2131 2132 2132 2 1 3 3 2 1 3 4 2 1 3 5 2 1 3 6 2 1 3 7 2 1 3 8 2 1 3 9 2 1 4 0 SURFACE WATER DENOTES IMPACTS IN SCALE: 1"= 20’ 0’20’40’60’20’ SHEET 4 OF 10 PERMIT DRAWING NAD 83/ NSRS 2007 ENLARGED VIEW SITE 1 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. B-5403 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 2 B _ e n l a r g e d . d g n r h o w a r d 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FOR -DET- PROFILE SEE SHEET 5 2B-1 -DET- 15" CMP ACCESS ROAD 10’ SOIL CULTIVATED FIELD 48 " W W 1S B W GRADE TO DRAIN GRADE TO DRAIN 1 5 "1 5 " EST 5 SY GFD EST 1 TON CL ’B’ RIPRAP S S SURFACE WATER DENOTES IMPACTS IN SHEET 5 OF 10 PERMIT DRAWING SCALE: 1"= 100’ 0’100’200’300’100’SITE 1 & 2 SITE 2 SITE 1 WETLAND DENOTES FILL IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5403 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 4 . d g n r h o w a r d 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 10 15 20 -L- T T T 18" CMP 18" CMP CB 15" CMP 54" CMP 10 ’ G R 4 8 " WW1S B W 4 8 " WW1S B W 18" HDPE 10’ GR 3SELEC 3 S E L E C 3 S E L E C 3 S E L E C 10 ’ S OIL WOODS WOODS 4 8 "W W 1S B W 6SBW 6SBW GATE MTL GATE MTL 4 8 " WW 4 8 " WW SOIL GR GR SHED MTL DOG KENNEL 72" CHL 10’ SOIL BS T G BK SOIL CONC MTL POLE FENCE 10’ BST 15 " T E R R WOODS WOODS WOODS WOODS ISLAND COVE ROAD SR 1532 8’ G R 1SMD GR 9’ BST WD R A IL 12’ G R WOODS WD G T WELL WELL SEPTIC BOX DISTRIBUTION FIELD DRAIN STEPS ROCK WALL ROCK 3 5 6 POLE 7 8 9 EIP DB 250 PG 196 MARGARET J. CABE THOMAS I. CABE DB 283 PG 420 MARGARET J. CABE THOMAS I. CABE DB 351 PG 687 DANA ANDERS JOHN A GRAGG DB 241 PG321 BARBARA J. MERRILL CARROL S. MERRILL DB 321 PG74 EIP EIP EIP EDDIE P. MERRILL DB 255 PG 86 EDDIE P. MERRILL LOEE TAYLOR ROBERT G. TAYLOR DB 198 PG 204 DB 158 PG 328 D R A IN F IE L D 28.00’ WENDY TAYLOR CHARLES J. TAYLOR RUBY G. BALL DWAYNE A. BALL DORIS G. DAVIS DAVID L. DAVIS M A IN T A IN R / W M A IN T A IN R / W EXISTING R/W EXISTING R/W 4 5 . 0 0 ’ 28.00’ 1SFD MA IN T A IN E D R / W M A IN T A IN E D R / W ACCESS ROAD 10’ SOIL CULTIVATED FIELD PASTURE PASTUREPASTURE PASTURE PASTURE PASTURE PASTURE ISLAND COVE ROAD SR 1532 18’ BST CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T 4 8 " W W1S B W 18’ BST DANIEL L. DAVIS DAVID L. DAVIS TRACT #2 DB 231 PG 388 2 1 3 4 LT & RT TO SP RIPRAP CL ’II’ CL ’I’ Rip-Rap 15 " RC P - IV 15 " 15 " LT & RT APPROACH SLAB 13+96 -L- TO SBG FROM LT & RT TO 15+17 -L- APPROACH SLAB SBG FROM Geotextile Est 150 sy Type of Liner=Cl ’I’ Rip-Rap Est 70 Tons LT & RT TO SP RIPRAP CL ’II’ 2: 1 d D ( Not to Scale) B CHANNEL CHANGE Ground Natural DETAIL 3 Ground Natural Exist. Channel Fill Slope Proposed Geotextile 2:1 FROM 13+30 STA. TO STA. 14+45 -L- LT SEE DETAIL 3 w/ CL ’I’ RIPRAP CHANNEL CHANGE 1"/Ft. b b=10 Ft. B=2 Ft. Max. d=4 Ft. Min. D=4 Ft. 3: 1 D B ( Not to Scale) SPECIAL CUT GRASSED SWALE Flatter4:1 or FROM STA. 15+50 TO STA. 18+25 -L- RT FROM STA. 11+00 TO STA. 13+75 -L- RT Ground Natural B=0 Ft. Min. D=1.25 Ft. DETAIL 1 Slope Ditch Front ( Not to Scale) 3:13: 1 D B b 1"/Ft. LATERAL GRASSED SWALE FROM STA. 14+70 TO STA. 15+50 -L- RT FROM STA. 13+75 TO STA. 14+30 -L- RT Ground Natural SLOPE FILL DETAIL 2 b= 5.0 Ft. B= 0 Ft. Min. D=1.25 Ft. SEE DETAIL 2 LAT GRASSED SWALE SEE DETAIL 1 SPEC CUT GRASSED SWALE SEE DETAIL 1 SPEC CUT GRASSED SWALE SEE DETAIL 2 LAT GRASSED SWALE TB 2GI 15" RCP-IV TB 2GI TB 2GI TB 2GI AA W PLAN VIEW SECTION A-A (4’min typ.) Permanent Soil Reinforcement matting (PSRM) Seed with native grasses at installation. PREFORMED SCOUR HOLE STA. 15+13 -L- LT *NOT TO SCALE B FI LL S LOP E 2:12:1 PIPE (d = 15" OR 18") INFLOW 3/08 W= 4 ft. D= 1 ft. B= 4 ft. not shown for clarity) (Rip Rap in basin GROUND NATURAL Outlet Pipe or Ditch Scour Hole (PSH) Square Preformed D PSRM MIN. 1’ TUCK WITH NATURAL GROUND INSTALL LEVEL AND FLUSH WITH GEOTEXTILE LINER: CLASS B RIPRAP PSRM = 30 SQ YDS GEO FABRIC = 20 SQ YDS DDE = 20 CU YDS CL ’B’ RIP-RAP = 7 TONS SEE DETAIL SCOUR HOLE PREFORMED ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 4 Grade Ditch Geotextile 1.0’min. NWS SEE DETAIL 4 EST 110 SY GFD EST 75 TONS CL ’I’ RIP RAP STABILIZATION STREAMBANK 1.5’ CL ’I’ Rip-RapDitch Outlet(s) 10’min. @ 15" GRASS SWALE DATA D10 = 0.59 ft. V10 = 2.2 fps Q10 = 2.7 cfs D2 = 0.53 ft. V2 = 2.0 fps Q2 = 2.0 cfs L PRO. = 275 ft. L REQ. = 125 ft. SLOPE = 1.50% DA = 1.25 ac. STA. 13+75 -L- RT GRASS SWALE DATA D10 = 0.73 ft. V10 = 2.6 fps Q10 = 4.1 cfs D2 = 0.65 ft. V2 = 2.4 fps Q2 = 3.0 cfs L PRO. = 330 ft. L REQ. = 190 ft. SLOPE = 1.50% DA = 1.90 ac. STA. 14+30 -L- RT GRASS SWALE DATA D10 = 0.57 ft. V10 = 2.1 fps Q10 = 2.0 cfs D2 = 0.51 ft. V2 = 1.9 fps Q2 = 1.5 cfs L PRO. = 355 ft. L REQ. = 95 ft. SLOPE = 1.37% DA = 0.95 ac. STA. 14+70 -L- RT GRASS SWALE DATA D10 = 0.66 ft. V10 = 1.2 fps Q10 = 1.8 cfs D2 = 0.59 ft. V2 = 1.1 fps Q2 = 1.3 cfs L PRO. = 275 ft. L REQ. = 85 ft. SLOPE = 0.35% DA = 0.85 ac. STA. 15+50 -L- RT n=0.055 s=0.0269 FT/FT d=1.80 FT V10=4.4 FPS Q10=45 CFS Sta.=14+45 -L- LT PLACE TO REMAIN IN BRIDGE CONST. TEMP. DETOUR PLACED DURING STABILIZATION STREAMBANK EST 10 SY GFD EST 3 TONS SPLASH PAD CL ’B’ RIP-RAP EST 10 SY GFD EST 3 TONS SPLASH PAD CL ’B’ RIP-RAP HOLE DATA PREFORMED SCOUR Q10 = 0.2 cfs S S SURFACE WATER DENOTES IMPACTS IN SHEET 6 OF 10 PERMIT DRAWING SCALE: 1"= 100’ 0’100’200’300’100’SITE 1 & 2 SITE 2 SITE 1 WETLAND DENOTES FILL IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5403 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 4 _ c o n . d g n r h o w a r d 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 10 15 20 -L- T T T 18" CMP 18" CMP CB 15" CMP 54" CMP 10 ’ G R 4 8 " WW1S B W 4 8 " WW1S B W 18" HDPE 10’ GR 3SELEC 3 S E L E C 3 S E L E C 3 S E L E C 10 ’ S OIL WOODS WOODS 4 8 "W W 1S B W 6SBW 6SBW GATE MTL GATE MTL 4 8 " WW 4 8 " WW SOIL GR GR SHED MTL DOG KENNEL 72" CHL 10’ SOIL BS T G BK SOIL CONC MTL POLE FENCE 10’ BST 15 " T E R R WOODS WOODS WOODS WOODS ISLAND COVE ROAD SR 1532 8’ G R 1SMD GR 9’ BST WD R A IL 12’ G R WOODS WD G T WELL WELL SEPTIC BOX DISTRIBUTION FIELD DRAIN STEPS ROCK WALL ROCK 3 5 6 POLE 7 8 9 EIP DB 250 PG 196 MARGARET J. CABE THOMAS I. CABE DB 283 PG 420 MARGARET J. CABE THOMAS I. CABE DB 351 PG 687 DANA ANDERS JOHN A GRAGG DB 241 PG321 BARBARA J. MERRILL CARROL S. MERRILL DB 321 PG74 EIP EIP EIP EDDIE P. MERRILL DB 255 PG 86 EDDIE P. MERRILL LOEE TAYLOR ROBERT G. TAYLOR DB 198 PG 204 DB 158 PG 328 D R A IN F IE L D 28.00’ WENDY TAYLOR CHARLES J. TAYLOR RUBY G. BALL DWAYNE A. BALL DORIS G. DAVIS DAVID L. DAVIS M A IN T A IN R / W M A IN T A IN R / W EXISTING R/W EXISTING R/W 4 5 . 0 0 ’ 28.00’ 1SFD MA IN T A IN E D R / W M A IN T A IN E D R / W ACCESS ROAD 10’ SOIL CULTIVATED FIELD PASTURE PASTUREPASTURE PASTURE PASTURE PASTURE PASTURE ISLAND COVE ROAD SR 1532 18’ BST CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T CR AB C R E E K R OAD S R 15 2 8 2 3 ’ B S T 4 8 " W W1S B W 18’ BST DANIEL L. DAVIS DAVID L. DAVIS TRACT #2 DB 231 PG 388 2 1 3 4 LT & RT TO SP RIPRAP CL ’II’ CL ’I’ Rip-Rap 15 " RC P - IV 15 " 15 " LT & RT APPROACH SLAB 13+96 -L- TO SBG FROM LT & RT TO 15+17 -L- APPROACH SLAB SBG FROM Geotextile Est 150 sy Type of Liner=Cl ’I’ Rip-Rap Est 70 Tons LT & RT TO SP RIPRAP CL ’II’ 2: 1 d D ( Not to Scale) B CHANNEL CHANGE Ground Natural DETAIL 3 Ground Natural Exist. Channel Fill Slope Proposed Geotextile 2:1 FROM 13+30 STA. TO STA. 14+45 -L- LT SEE DETAIL 3 w/ CL ’I’ RIPRAP CHANNEL CHANGE 1"/Ft. b b=10 Ft. B=2 Ft. Max. d=4 Ft. Min. D=4 Ft. 3: 1 D B ( Not to Scale) SPECIAL CUT GRASSED SWALE Flatter4:1 or FROM STA. 15+50 TO STA. 18+25 -L- RT FROM STA. 11+00 TO STA. 13+75 -L- RT Ground Natural B=0 Ft. Min. D=1.25 Ft. DETAIL 1 Slope Ditch Front ( Not to Scale) 3:13: 1 D B b 1"/Ft. LATERAL GRASSED SWALE FROM STA. 14+70 TO STA. 15+50 -L- RT FROM STA. 13+75 TO STA. 14+30 -L- RT Ground Natural SLOPE FILL DETAIL 2 b= 5.0 Ft. B= 0 Ft. Min. D=1.25 Ft. SEE DETAIL 2 LAT GRASSED SWALE SEE DETAIL 1 SPEC CUT GRASSED SWALE SEE DETAIL 1 SPEC CUT GRASSED SWALE SEE DETAIL 2 LAT GRASSED SWALE TB 2GI 15" RCP-IV TB 2GI TB 2GI TB 2GI AA W PLAN VIEW SECTION A-A (4’min typ.) Permanent Soil Reinforcement matting (PSRM) Seed with native grasses at installation. PREFORMED SCOUR HOLE STA. 15+13 -L- LT *NOT TO SCALE B FI LL S LOP E 2:12:1 PIPE (d = 15" OR 18") INFLOW 3/08 W= 4 ft. D= 1 ft. B= 4 ft. not shown for clarity) (Rip Rap in basin GROUND NATURAL Outlet Pipe or Ditch Scour Hole (PSH) Square Preformed D PSRM MIN. 1’ TUCK WITH NATURAL GROUND INSTALL LEVEL AND FLUSH WITH GEOTEXTILE LINER: CLASS B RIPRAP PSRM = 30 SQ YDS GEO FABRIC = 20 SQ YDS DDE = 20 CU YDS CL ’B’ RIP-RAP = 7 TONS SEE DETAIL SCOUR HOLE PREFORMED ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 4 Grade Ditch Geotextile 1.0’min. NWS SEE DETAIL 4 EST 110 SY GFD EST 75 TONS CL ’I’ RIP RAP STABILIZATION STREAMBANK 1.5’ CL ’I’ Rip-RapDitch Outlet(s) 10’min. @ 15" GRASS SWALE DATA D10 = 0.59 ft. V10 = 2.2 fps Q10 = 2.7 cfs D2 = 0.53 ft. V2 = 2.0 fps Q2 = 2.0 cfs L PRO. = 275 ft. L REQ. = 125 ft. SLOPE = 1.50% DA = 1.25 ac. STA. 13+75 -L- RT GRASS SWALE DATA D10 = 0.73 ft. V10 = 2.6 fps Q10 = 4.1 cfs D2 = 0.65 ft. V2 = 2.4 fps Q2 = 3.0 cfs L PRO. = 330 ft. L REQ. = 190 ft. SLOPE = 1.50% DA = 1.90 ac. STA. 14+30 -L- RT GRASS SWALE DATA D10 = 0.57 ft. V10 = 2.1 fps Q10 = 2.0 cfs D2 = 0.51 ft. V2 = 1.9 fps Q2 = 1.5 cfs L PRO. = 355 ft. L REQ. = 95 ft. SLOPE = 1.37% DA = 0.95 ac. STA. 14+70 -L- RT GRASS SWALE DATA D10 = 0.66 ft. V10 = 1.2 fps Q10 = 1.8 cfs D2 = 0.59 ft. V2 = 1.1 fps Q2 = 1.3 cfs L PRO. = 275 ft. L REQ. = 85 ft. SLOPE = 0.35% DA = 0.85 ac. STA. 15+50 -L- RT n=0.055 s=0.0269 FT/FT d=1.80 FT V10=4.4 FPS Q10=45 CFS Sta.=14+45 -L- LT PLACE TO REMAIN IN BRIDGE CONST. TEMP. DETOUR PLACED DURING STABILIZATION STREAMBANK EST 10 SY GFD EST 3 TONS SPLASH PAD CL ’B’ RIP-RAP EST 10 SY GFD EST 3 TONS SPLASH PAD CL ’B’ RIP-RAP HOLE DATA PREFORMED SCOUR Q10 = 0.2 cfs 2 0 9 7 2098 2098 2 0 9 8 2 0 9 9 2 0 9 9 2 0 9 9 2 0 9 9 2100 2 10 0 2 10 0 2 1 0 0 2 1 0 1 2 1 0 1 2 1 0 1 2 1 0 1 2102 2 10 2 2 10 2 2 1 0 2 2 1 0 2 2103 2 10 3 2103 2 1 0 3 2 1 0 3 2 1 0 3 2104 2 1 0 4 2104 2104 2 10 4 2 1 0 4 2 1 0 5 2 10 5 2 105 2105 2 1 0 5 2105 2 10 5 2 1 0 5 2 10 5 2105 2 1 0 5 2 1 0 5 2 1 0 5 2 1 0 5 2 10 5 2 1 0 5 2106 2106 2 106 2 1 0 6 2106 2106 2 1 0 6 2106 2106 2 1 0 6 2106 2106 2 1 0 6 2 1 0 6 2 1 0 6 2106 2106 2 1 0 6 2106 2 1 0 6 2106 2106 2106 2 1 0 6 2 1 0 6 2106 2 1 0 6 2 1 0 6 2 1 0 6 2106 21062106 2 1 0 6 2106 2 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 2107 2107 2107 2107 2107 2107 2 1 0 7 2 1 0 7 2 1 0 7 2107 2 1 0 7 2107 2 1 0 7 2 1 0 7 2107 2 1 0 7 21072 1 0 7 2 10 7 2 10 7 2 1 0 7 2 10 7 2 10 7 2107 2107 2107 2108 2108 2108 2 10 8 2 10 8 2 10 8 2108 2108 2 1 0 8 2 1 0 8 2 1 0 8 2109 2109 2109 2 10 9 2109 2 1 0 9 2 10 9 2109 2 1 0 9 2 1 0 9 2 1 0 9 2 1 0 9 2110 2110 2 1 1 0 2110 2110 2110 2 1 1 0 2 1 1 0 2 110 2110 2 1 1 0 2 1 1 0 2111 2111 2 1 1 1 2 1 1 1 2111 2112 2112 2 112 2 112 2112 2113 2 113 2 113 2 113 2113 2 1 1 3 2113 2113 2 1 1 3 2 1 1 3 2114 2 114 2 114 2 1 1 4 2114 2114 21142115 2115 2 115 2 115 2115 2 1 1 5 2 1 1 5 2 1 15 2116 2 116 2 116 2 1 16 2116 2117 2 117 2 117 2 11 7 2 1 1 7 2117 2 118 2 1 1 8 2 118 2 118 2 1 1 8 2119 2 1 1 9 2 119 2 119 2 119 2 1 1 9 2119 2 1 1 92 1 1 9 2 1 2 0 2 1 2 0 2 12 0 2 1 2 0 2 12 0 2 1 2 0 2 1 2 0 2 1 2 0 2 1 2 1 2 1 2 1 2 12 1 2 1 2 1 2 12 2 2 12 2 2122 2 1 2 3 2 1 2 3 2 1 2 3 2 1 2 3 2 1 2 4 2 12 4 2 12 5 2 12 6 2 12 7 2 1 2 7 2 1 2 8 2130 21312132 2 1 3 3 2 1 3 4 2 1 3 5 2 1 3 6 2 1 3 7 2 1 3 8 2 1 3 9 2 1 4 0 2 1 4 1 2 1 4 2 2 1 4 3 NAD 83/ NSRS 2007 SURFACE WATER DENOTES IMPACTS IN SHEET 7 OF 10 PERMIT DRAWING SCALE: 1"= 20’ 0’20’40’60’20’ SITE 2 ENLARGED VIEW SITE 1 & 2 SITE 1 SITE 2 WETLAND DENOTES FILL IN WETLAND DENOTES FILL IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5403 3 / 13 / 2 0 15 B 5 4 0 3 _ H y d _ p r m _ w e t _ p s h _ 0 4 _ e n l a r g e d . d g n r h o w a r d 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 15" CMP WOODS 48"WW1SB W ACCESS ROAD 10’ SOIL 4 8 " W W 1S B W LT & RT TO SP RIPRAP CL ’II’ 1 5 " R C P - I V 1 5 " 1 5 " LT & RT TO SP RIPRAP CL ’II’ SEE DETAIL 3 w/ CL ’I’ RIPRAP CHANNEL CHANGE SEE DETAIL 2 LAT GRASSED SWALE TB 2GI 15" RCP-IV TB 2GI TB 2GI TB 2GI SEE DETAIL SCOUR HOLE PREFORMED O EST 10 SY GFD EST 3 TONS SPLASH PAD CL ’B’ RIP-RAP SHEET 8 OF 10 PERMIT DRAWING -L- (SR 1532) -DET- SEE SHEET 2B-1 FOR -DET- PLANS SEE SHEET 4 FOR PLANS 11 12 181716151413 12 13 14 201918171615 2120 2110 2100 2090 2080 2080 2090 2100 2110 2120 5B-5403 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 19 10 BEGIN GRADE -L- STA. 11+00.00 END GRADE PI = 12+45.00 EL = 2,109.88’ VC = 120’ K = 87 PI = 17+30.00 EL = 2,107.80’ VC = 140’ K = 64 -L- STA. 18+25.00 V = 45 MPH V = 40 MPH (-)1.0497%(+)0.3254% (+)0.3254%(-)1.0808% (-)1.0808%(+)1.1053% EL.=2111.40’ EL.=2108.85’ (-) 1.50% (-) 2 .69% (-) 1.50%(+) 1.37% (+) 0.35% = 2200 = 25 = 2108.7 = 4100 = 2109.91 = 2108.2 = 1700 = 1-9-2014 = 2100.2 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE DESIGN HW ELEVATION BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 100 CFS YRS CFS FT YRS FT YRS CFS FT E L E V = 2 10 2 .5 7 S T A 13 + 3 0 - L - L T B E G C H AN N E L C H AN GE E L E V = 2 0 9 9 .4 8 S T A 14 + 4 5 - L - L T E N D C H AN N E L C H AN GE E L E V= 2 10 8 .9 8 S T A 11+ 0 0 - L- R T G R A S S E D S WA L E B E G S P E C C U T E L E V = 2 10 4 .8 5 S T A 13 + 7 5 - L - R T G R A S S E D S WA L E B E G LA T G R A S S E D S WA L E E N D S P E C C U T E L E V = 2 10 4 .0 3 S T A 14 + 3 0 - L- R T G R A S S E D S WA LE E N D LAT E LE V = 2 10 3 .0 8 S T A 14 + 7 0 - L - R T B E G L AT GR A S S E D S WALE E LE V= 2 10 4 .18 S T A 15 + 5 0 - L- R T C U T GR AS S E D S WALE B E G S P E C GR A S S E D S WALE E N D L A T E L E V= 2 10 5 .14 S T A 18 + 2 5 - L - R T G R A S S E D S WA L E E N D S P E C C U T = 10+ PI = 14+70.00 VC = 120’ EL = 2,110.61’ K = 84 V = 50 MPH SKEW = 90 deg. GP ELEV = 2110.44’ w/4’-0" END BENT CAPS 1 @ 70’, 24" CORED SLAB -L- STA. 14+56 -L- 10+68.79 TO 11+00 & WIDENING MINIMUM RESURFACING -L- 18+25 TO 18+80.02 & WIDENING MINIMUM RESURFACING -L- STA. 10+68.79 BEGIN CONSTRUCTION -L- STA. 10+75.00 BEGIN TIP PROJECT B-5403 -L- STA. 18+80.02 END TIP PROJECT B-5403 PI = 12+60.00 EL = 2,109.69’ (-)1.3671%(-)0.3259% VC = 84’ K = 81 PI = 13+80.00 EL = 2,109.30’ (-)0.3259% (+)0.9571% VC = 105’ K = 82 PI = 15+20.00 EL = 2,110.64’ (+)0.9571%(-)1.0530% PI = 18+70.00 EL = 2,106.95’ (-)1.0530% (+)4.3581% VC = 210’ K = 39 EL.=2110.96’ -DET- STA. 11+67.18 BEGIN GRADE VC = 62 K = 31 V = 45 MPH V = 45 MPH V = 35 MPH V = 30 MPH = 1000 = 5 = 2106.0 = 1-9-2014 = 2100.6 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT CFS YRS FT LOW SIDE LOW CHORD NWS=WSEL ON 1-9-2014 =2100.6 SKEW = 105 deg. GP ELEV = 2110.45’ 1 @ 70’ -DET- STA. 15+03 -DET- 11+17.45 TO 11+67.18 MINIMUM WIDENING -L- STA. 10+63.80 -DET- STA. 11+17.45 BEGIN DETOUR CONSTRUCTION EL.=2112.62’ -L- STA. 19+43.24 -DET- STA. 20+00.00 END DETOUR CONSTRUCTION END GRADE EXCAVATE TO NG APPROX. ELEV AT CL=2105 EST 110 CY NWS=WSEL ON 1-9-2014 =2100.2CL ’II’ RIPRAP TO TOP OF BERM 1.5:1 NORMAL (TYP.) EXCAVATE TO NG APPROX. ELEV AT CL=2105 EST 125 CY WETLAND WETLAND SHEET 9 OF 10 PERMIT DRAWING DET 13+84.63 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 2110 2110 2115 2115 2105 2105 2110 2110 2115 2115 2105 2105 2110 2110 2115 2115 2105 210511+00.00 2110 2110 2115 2115 2105 2105 2110 2110 2115 2115 2105 2105 2110 2110 2115 2115 2105 2105 13+30.00 B-5403 -L- 2.5 5 XSC 2: 1 3:1 0.0300.030 2:12: 1 4 :1 2:1 0.0200.020 2: 1 3:10.022 4 :12:1 0.100 0.040 DET 11+53.41 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 S t a t i o n S t r u c t u r e F i 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 ) S i z e / T y p e W e 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 1 5 + 0 0 - D E T - L t & R t B a n k S t a b i l i z a t i o n 0 . 0 1 7 6 1 1 4 + 6 0 - L - L t & R t B a n k S t a b i l i z a t i o n 0 . 0 1 6 0 2 1 3 + 2 0 t o 1 4 + 5 0 - L - L t C h a n n e l C h a n g e < 0 . 0 1 0 . 0 2 1 4 2 2 1 1 + 0 0 - L - L t R o a d w a y F i l l < 0 . 0 1 TO T A L S * : < 0 . 0 1 0 . 0 4 2 7 8 0 0 *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 SH E E T 10OF 10 W E 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 S U R F A C E W A T E R I M P A C T S Transylvania County B-5403 46118.1.1NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 03/11/2015 1) S i t e N o . 1 I m p a c t s a r e f o r C r a b C r e e k . 2) S i t e N o . 2 I m p a c t s a r e f o r U T t o C r a b C r e e k . 4) T e m p o r a r y i m p a c t s d u e t o t e m p o r a r y p i e r s = 6 . 2 8 s q . f t . ( 0 . 0 0 0 1 a c . ) . 3) T h e i n c i d e n t a l a m o u n t o f w e t l a n d e x c a v a t i o n a s s o c i a t e d w i t h t h e c h a n n e l c h a n g e , a s s h o w n i n X S C 1 3 + 3 0 , i s n o t l a r g e e n o u g h t o b e a c c o u n t e d f o r on i t s o w n i n t h e t a b l e a b o v e a n d h a s t h e r e f o r e b e e n a c c o u n t e d f o r i n t h e w e t l a n d f i l l a r e a . FEBRUARY 20, 2015 TRAN SYLVAN IA CO U N TY BRID GE NO. 196 OVER CRAB CREEK ON SR 1532 GRAD IN G, PAVIN G, D RAIN AGE, AN D STRU CTU RE 25 50 10050 25 50 10050 5 10 20 10 D T V = = = = = = 400 16 65 6 40 % % M PH ADT ADT 2040 % * DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST =1% SUB-REG IO N AL TIER 0 0 0 PRO FILE (HO RIZO N TAL) PROJECT LENGTH RIGH T OF W AY D ATE: LETTING D ATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 D ESIGN D ATA Prepared in the Office of: SIGNATU RE: SIGNATU RE: P.E. P.E. D IVISION OF H IGH W AYS 2012 STAND ARD SPECIFICATIONS PROJECT ENGINEER PROJECT D ESIGN ENGINEER GRAPH IC SCALES PLAN S PRO FILE (VERTICAL) H YD RAU LICS ENGINEER ENGINEER ROAD W AY D ESIGN LOCATION: TYPE OF W ORK : 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 2 7 - J A N - 2 0 1 5 1 1 : 5 8 R : \ R o a d w a y \ P r o j \ B - 5 4 0 3 _ R d y _ t s h . d g n $ $ $ $ U S E R N A M E $ $ $ $ 1000 B irch R idge D r., R aleigh N C , 27610 C O N T R A C T : T I P P R O J E C T : B - 5 4 0 3 A R T MEN N A S O H D E P T O F T R A S PORT T IO N T A TEOFN RT C AR O LI N A H E N D E R S O N C O U N T Y CREEK CRAB N ATHAN N . ADIM A, PE KEVIN E. M O O RE, PE VICINITY M AP K FUN C CLASS = LO CAL PRO JECT LO CATIO N 4 ROAD TO ISLAN D COVE ROAD TO CRAB CREEK LEN G TH RO ADW AY TIP PRO JECT B-5403 = 0.139 M ILE TO TAL LEN G TH TIP PRO JECT B-5403 = 0.152 M ILE -L- 14+91.49 END BRID GE -L- 14+21.49 BEGIN BRID GE Cra b Creek Cra b Creek -DET- -L- STA. 18+80.02 END TIP PROJECT B-5403 -D ET- STA. 11+17.45 BEGIN D ETOU R CONSTRU CTION -D ET- 14+68.29 BEGIN D ET. BRID GE -D ET- 15+38.29 END D ET. BRID GE -D ET- STA. 20+00.00 END D ETOU R CONSTRU CTION -L- (SR 1532) -L- (SR 1532) LEN G TH STRUCTURE TIP PRO JECT B-5403 = 0.013 M ILE THIS IS N O T A CO N TRO L O F ACCESS PRO JECT. 46118.2.1 BRZ-1532(5)R/W & UTIL. PEBRZ-1532(5)46118.1.1 B-5403 THIS PRO JECT IS N O T W ITHIN THE LIM ITS O F M UN ICIPAL BO UN DARIES. 3312014 _ _ _ _ _ _ _ _ _ _ BEGIN TIP PROJECT B-5403 -L- STA. 10+75.00 -L- STA. 10+68.79 BEGIN CONSTRU CTION CLEARIN G O N THIS PRO JECT SHALL BE PERFO RM ED TO THE LIM ITS ESTABLISHED BY M ETHO D II. -DET- DUAL =5% FEBRUARY 16, 2016 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION .23 .37 0.12 . 3 5 . 1 7 . 9 6 1.1 0 0 . 0 7 0.4 5 0.4 1 0. 2 4 0.35 .35 .32 .23 0.12 0.47 1.4 3 .76 .08 .12 .16 . 2 2 .19 .15 .1 5 . 4 7 .80 .19 .79 1.6 4 .49 1.56 .66 . 1 7 N SRS 2007 N AD 83/ Valeria Dr. Ext. Red Fox Dr. S ilver F ox Ln. 1601 1617 1618 1600 1600 1601 1533 1533 1613 1617 1618 1591 1570 1532 1562 1528 1607 1531 1530 1561 1528 1533 1529 1535 1536 1534 1534 1564 SHEET NO .PRO JECT REFEREN CE NO . RO ADW AY DESIG N ENG INEER EN GINEER B-5403 PAVEM EN T DESIG N 6 / 2 / 9 9 2 7 - J A N - 2 0 1 5 1 1 : 5 8 R : \ R o a d w a y \ P r o j \ B 5 4 0 3 _ R d y _ t y p . d g n $ $ $ $ U S E R N A M E $ $ $ $ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS G RADE TO THIS LINE 4:1 PO IN T VAR . 2 :1 TO 6 :1 .08 .08 CL C1 2: 1 E1 C1 G RADE TO THIS LINE PO IN T VAR . 2 :1 TO 6 :1 .08 .08 CL C1 2: 1 C1 2A-2 GRADE 0.02 -DET- 4:1 G RADE 0.02 -L- STA. 13+71.49 TO STA. 14+21.49 (BEG IN BRIDG E) -L- STA. 14+91.49 (EN D BRIDG E) TO STA. 15+41.49 TYPICAL SECTIO N N O . 3 TYPICAL SECTIO N N O . 4 USE TYPICAL SECTIO N N O . 4 USE TYPICAL SECTIO N N O . 3 -L- (SR 1532) 8’-0"10’-0"10’-0" 5’-0" W /GR 2’-0"2’-0" 1’-0"5’-0"1’-0"8’-0" 4’-0" W /GR O RIGINAL GRO UND O RIGINAL GRO UND O RIGINAL GRO UND O RIGINAL GRO UND 0.02 0.02 -DET- STA. 11+67.18 TO STA. 14+68.29 (BEG IN BRIDG E) -DET- STA. 15+38.29 (EN D BRIDG E) TO STA. 19+42.01 J1 6.5" T T T T 8.5" 6"6" P 10’-0" VAR. TO VAR. 5’-0" TO 10’-0" PAVEMENT SCHEDULE C1 W ASPHALT WEDGING (SEE DETAIL) E1 U EXISTING PAVEMENT TO BE RETAINED. 2.5" TYPE S9.5B 4" TYPE B25.0B ARE 1:1 UNLESS SHOWN OTHERWISE. NOTE: PAVEMENT EDGE SLOPES J1 6" AGGREGATE BASE COURSE EARTH MATERIAL T P PRIME COAT EST 5 SY G FD EST 1 TO N CL ’B’ RIPRAP EST 5 SY GFD EST 1 TO N CL ’B’ RIPRAP SEE DETAIL 4 EST 110 SY GFD EST 75 TO N S CL ’I’ RIP-RAP STABILIZATIO N STREAM BAN K Grade Ditch G eotextile NW S 1.5’ CL ’I’ Rip-Rap TO 1.5:1 STREAM BANK EXCAVATE R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . B-5403 2 7 - J A N - 2 0 1 5 1 1 : 5 8 R : \ R o a d w a y \ P r o j \ B 5 4 0 3 _ R d y _ p s h _ d e t . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION FO R -DET- PRO FILE SEE SHEET 5 2B-1 -DET- 10 15 20 0 00 10 2 0 1 0 2 0 3 0 0 0 1 0 2 0 1 TYPE-III TYPE-III TYPE-III TYPE-III GRAU 350 TL-2 G RAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 0 2 0 2 0 3 0 2 0 3 -DET- STA. 11+17.45 BEGIN DETOUR CONSTRUCTION -DET- STA. 14+68.29 BEGIN DETOUR BRIDGE -DET- STA. 15+38.29 END DETOUR BRIDGE END DETOUR CONSTRUCTION -DET- STA. 20+00.00 S U P E R E X I S T S U P E R E X I S T S U P ER EXIS T -DET- R = 1,320.00’ T = 102.34’ L = 204.27’ PI Sta 19+28.87 D R = 1,320.00’ T = 108.64’ L = 216.80’ PI Sta 17+18.38 D SE = SEE PLAN SE = SEE PLAN R = 1,320.00’ T = 105.52’ L = 210.60’ PI Sta 11+16.62 D R = 1,320.00’ T = 105.48’ L = 210.51’ PI Sta 13+27.17 D -DET- SE = SEE PLAN SE = SEE PLAN -DET- PRC Sta. 18+26.53 -DET- PC Sta. 16+09.74 -DET- PT Sta. 14+32.21 -DET- PC Sta. 10+11.10 -DET- POT Sta. 10+00.00 -DET- PRC Sta. 12+21.69 -DET- POT Sta. 20+51.46 -DET- PT Sta. 20+30.80 -L- STA. 10+63.80 -L- STA. 19+43.24 10 ’ 2 0 ’ INC. 20’ INC.20’ + 6 1.6 9 + 6 6 . 5 3 75’ 0 2 0 3 INC. 20’ + 2 9 . 7 4 T T T INV=2109.96’ INV=2112.84’ 18" CM P INV=2111.23’ 18" CMP INV=2113.03’ CB 15" CM P 54" CM P 1 0 ’ G R 4 8 " W W 1S B W 4 8 " W W 1S B W 1 2 18" HDPE 10’ G R 3SELEC 3 S E L E C 3 S E L E C 3 S E L E C 10 ’ S O IL W OODS WOODS 4 8 " W W 1 S B W 6SBW 6SBW GATE M TL GATE M TL 4 8 " W W 4 8 " W W SOIL GR GR SHED M TL DOG KENNEL 72" CHL 48" WW 48" WW B S T G BK SOIL CONC M TL POLE FENCE 10’ BST 15 " T E R R W OODS W OODS W OODS W OODS ISLAND COVE ROAD SR 1532 ELEV.= 2109.95’ELEV.= 2109.87’ 8’ G R 1SM D G R 9’ BST W D R A IL 1 2 ’ G R 1SFD W OODS WD G W /LT MTL POST W /LT M TL POST 3 STEEL BEAM S BST SURFACE W D W ING W ALLS W D DECK W D ENDBENTS W D RAILS BRIDGE DESCRIPTION 828-884-2671 BREVARD, NC. 28712 190 E. MAIN ST. COM PORIUM CHARLOTTE, NC. 28202 PO BOX 1006, EC10Q 526 S. CHURCH STREET DUKE ENERGY CORPORATION UTILITIES MARK 2107.89’ HIGH WATER T W ELL WELL SEPTIC BOX DISTRIBUTION FIELD DRAIN STEPS ROCK W ALL ROCK 3 4 5 6 POLE 7 8 9 EIP DB 225 PG 187 TRACT #1 S 8 5 4 9 ’ 4 5 " E 5 8 . 4 3 ’ N 55 27’01" E 26.46’ N 43 52’48" E 21.54’S 8 6 3 0 ’ 0 2 " E S 6 2 2 4 ’2 3 " E S 25 54’37" E 35.75’ N 7 8 3 5 ’ 0 8 " E 7 3. 4 1’ N 8 1 4 9 ’ 2 7 " E 4 1. 4 6 ’ N 63 24’22" E 55.05’ S 7 9 0 6 ’0 4 " E 6 1.0 9 ’ S 7 7 4 8 ’2 1" E N 7 8 2 0 ’ 2 3 " E 5 1. 4 4 ’ DB 250 PG 196 M ARGARET J. CABE THOM AS I. CABE DB 283 PG 420 M ARGARET J. CABE THOM AS I. CABE DB 351 PG 687 DANA ANDERS JOHN A GRAGG N 82 32’56" E 9.14’ 11.34’ DB 241 PG321 BARBARA J. M ERRILL CARROL S. M ERRILL N 04 14’22" E 171.62’ S 6 0 5 1’17 " E 2 3 4 .9 9 ’ DB 321 PG74 EIP EIP EIP S 04 08’10" W 90.95’ N 04 13’18" E62.84’ N 04 24’16" E 72.35’ N 04 13’12" E 95.88’ S 59 34’12" W 24.52’ S 18 58 ’53 " W 106 .84 ’ EDDIE P. M ERRILL DB 255 PG 86 S 05 47’14" W 535.00’ 15.11’ S 05 47’14" W 44.18’ N 03 10’52" E 539.99’ 15.45’ S 8 1 3 8 ’2 2 " E 3 4 2 . 7 7 ’ 1.15’ LOEE TAYLOR ROBERT G. TAYLOR DB 198 PG 204 DB 158 PG 328 S 04 24’50" W 190.24’ ELEV. 2107.06’ 41.36’ RIGHT -BL- STA 11+61.88 BM #2 -EL- - E Y - - E Y - -EL- D R A IN F IE L D 28.00’ W ENDY TAYLOR CHARLES J. TAYLOR RUBY G. BALL DW AYNE A. BALL DORIS G. DAVIS DAVID L. DAVIS M A IN T A IN R / W M A IN T A IN R / W EXISTING R/W EXISTING R/W 4 5 . 0 0 ’ 28.00’ 1SFD M A IN T A IN E D R / W M A IN T A IN E D R / W ACCESS ROAD 10’ SOIL 9 9 .5 7 ’ 6 1.4 4 ’ ELEV.= 2121.88’ S 53 33’ 01.68" E 22.96’ - BL- STA 5+00.00 BM #1 CULTIVATED FIELD CULTIVATED FIELD PASTURE PASTUREPASTURE PASTURE PASTURE PASTURE PASTURE PASTURE 2 4 .4 3 ’ ISLAND COVE ROAD SR 1532 18’ BST C R A B C R E E K R O A D S R 15 2 8 2 3 ’ B S T C R A B C R E E K R O A D S R 15 2 8 2 3 ’ B S T 2 6 .8 0 ’ 20.09’ +55.80 22.54’ +70.92 22.77’ +56.96 4 8 " W W 1S B W 18’ BST ELEV. 2124.50’ N 62 14’49.86" 24.20’ -BL- STA 17+73.41 BM #3DANIEL L. DAVIS DAVID L. DAVIS TRACT #2 DB 231 PG 388 -BL-1 -BL-2 -BL-3 -BY1- -BL-4 -BY1-6 -BY1-5 GRADE TO DRAIN G RADE TO DRAIN 1 5 " 1 5 " ( Not to Scale) RIP RAP AT EM BANKM EN T DETAIL 4 1.0’m in. Ditch O utlet(s) 10’m in. @ T01 T02 -L- F F F F F FF F F F N AD 83/ N SRS 2007 LT & RT TO SP RIPRAP CL ’II’ CL ’I’ Rip-Rap LT & RT APPRO ACH SLAB 13+96 -L- TO SBG FRO M LT & RT TO 15+17 -L- APPRO ACH SLAB SBG FRO M LT & RT TO SP RIPRAP CL ’II’ Ground Natural Exist. Channel Fill Slope Proposed Geotextile SEE DETAIL 3 w/ CL ’I’ RIPRAP CHANN EL CHAN GE Slope Ditch Front SLO PE FILL SEE DETAIL 2 LAT G RASSED SW ALE SEE DETAIL 1 SPEC CUT GRASSED SW ALE SEE DETAIL 1 SPEC CUT G RASSED SW ALE SEE DETAIL 2 LAT G RASSED SW ALE O utlet Pipe or Ditch Scour Hole (PSH) Square Preform ed D PSRM M IN. 1’ TUCK W ITH NATURAL G RO UND INSTALL LEVEL AND FLUSH W ITH GEO TEXTILE LINER: CLASS B RIPRAP SEE DETAIL SCO UR HO LE PREFO RM ED Grade Ditch Geotextile NW S SEE DETAIL 4 EST 110 SY GFD EST 75 TO N S CL ’I’ RIP RAP STABILIZATIO N STREAM BANK 1.5’ CL ’I’ Rip-Rap PLACE TO REM AIN IN BRIDGE CO N ST. TEM P. DETO UR PLACED DURING STABILIZATIO N STREAM BAN K EST 10 SY G FD EST 3 TO N S SPLASH PAD CL ’B’ RIP-RAP EST 10 SY GFD EST 3 TO NS SPLASH PAD CL ’B’ RIP-RAP EXCAVATE TO NG TO NG EXCAVATE 15" RCP-IV TO 1.5:1 STREAM BANK EXCAVATE R E V I S I O N S HYDRAULICSROADWAY DESIGN ENG INEER ENG IN EER R/W SHEET N O . SHEET N O .PRO JECT REFERENCE N O . 4 B-5403 2 7 - J A N - 2 0 1 5 1 1 : 5 8 R : \ R o a d w a y \ P r o j \ B 5 4 0 3 _ R d y _ p s h 4 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SEE SHEET 5 FO R PRO FILES APPRO ACH SLAB 0 9 0 3 0 2 0 8 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 7 0 6 0 5 0 4 0 3 0 2 S U P E R E X I S T 0 2 0 2 0 2 0 2 0 2 S U P E R E X I S T -L- STA. 18+80.02 EN D TIP PRO JECT B-5403 0 2 0 2 10 15 20 0 2 0 2 0 2 0 2 TYPE-III TYPE-III TYPE-III TYPE-IIIGRAU 350 TL-2 G RAU 350 TL-2GRAU 350 TL-2 G RAU 350 TL-2 -L- Sta. 14+21.49 BEGIN BRIDGE -L- Sta. 14+91.49 END BRIDGE DETAIL SHO W IN G PAVEM ENT TO BRIDG E RELATIO N SHIP 1 0 ’ 1 0 ’ -L- 2 ’ - 5 " 2 ’ - 5 " -L- STA. 10+75.00 BEG IN TIP PRO JECT B-5403 -L- PT Sta. 19+49.60 -L- PRC Sta. 17+20.44 -L- PC Sta. 15+48.50 -L- POT Sta. 20+24.79 -L- POT Sta. 10+00.00 -L- PT Sta. 13+78.61 -L- PC Sta. 11+02.86 -L- PRC Sta. 12+38.99 R = 5,250.00’ T = 68.07’ L = 136.13’ PI Sta 11+70.93 D R = 5,250.00’ L = 139.62’ T = 69.81’ PI Sta 13+08.81 D -L- SE = SEE PLAN SE = SEE PLAN R = 5,250.00’ T = 85.98’ L = 171.94’ D PI Sta 16+34.48 R = 5,250.00’ T = 114.60’ L = 229.16’ PI Sta 18+35.04 D -L- SE = SEE PLAN SE = SEE PLAN 2 0 ’ 2 0 ’ INC. 20’ INC. 20’ + 6 5 + 2 0 -L- STA. 10+68.79 BEG IN CO N STRUCTIO N 10’R 10’R 10’R10’R 9’R9’R -L- 0401 0402 0403 0404 0405 0406 1 5 " R C P - I V 1 5 " 1 5 " G eotextile Est 150 sy Type of Liner=Cl ’I’ Rip-Rap Est 70 Tons 2: 1d D ( N ot to Scale) B CHAN NEL CHANG E G round N atural DETAIL 3 2:1 FRO M 13+30 STA. TO STA. 14+45 -L- LT 1"/Ft. b b=10 Ft. B=2 Ft. M ax. d=4 Ft. M in. D=4 Ft. 3: 1 D B ( Not to Scale) SPECIAL CUT G RASSED SW ALE Flatter4:1 or FRO M STA. 15+50 TO STA. 18+25 -L- RT FRO M STA. 11+00 TO STA. 13+75 -L- RT Ground Natural B=0 Ft. M in. D=1.25 Ft. DETAIL 1 ( Not to Scale) 3:13: 1 D B b 1"/Ft. LATERAL GRASSED SW ALE FRO M STA. 14+70 TO STA. 15+50 -L- RT FRO M STA. 13+75 TO STA. 14+30 -L- RT Ground N atural DETAIL 2 b= 5.0 Ft. B= 0 Ft. M in. D=1.25 Ft. TB 2GI TB 2G I TB 2GI TB 2G I AA W PLAN VIEW SECTIO N A-A (4’m in typ.) Perm anent Soil Reinforcem ent m atting (PSRM ) Seed with native grasses at installation. PREFO RM ED SCO UR HO LE STA. 15+13 -L- LT *NO T TO SCALE B FI LL SLO PE 2:1 2: 1 PIPE (d = 15" O R 18") INFLO W 3/08 W = 4 ft. D= 1 ft. B= 4 ft. not shown for clarity) (Rip Rap in basin G RO UND N ATURAL PSRM = 30 SQ YDS G EO FABRIC = 20 SQ YDS DDE = 20 CU YDS CL ’B’ RIP-RAP = 7 TO N S ( N ot to Scale) RIP RAP AT EM BANKM EN T DETAIL 4 1.0’m in. Ditch O utlet(s) 10’m in. @ 15" 0407 T T T INV=2109.96’ INV=2112.84’ 18" CM P INV=2111.23’ 18" CMP INV=2113.03’ CB 15" CM P 54" CM P 1 0 ’ G R 4 8 " W W 1S B W 4 8 " W W 1S B W 1 2 18" HDPE 10’ G R 3SELEC 3 S E L E C 3 S E L E C 3 S E L E C 10 ’ S O IL W OODS WOODS 4 8 " W W 1 S B W 6SBW 6SBW GATE M TL GATE M TL 4 8 " W W 4 8 " W W SOIL GR GR SHED M TL DOG KENNEL 72" CHL 10’ SOIL B S T G BK SOIL CONC M TL POLE FENCE 10’ BST 15 " T E R R W OODS W OODS W OODS W OODS ISLAND COVE ROAD SR 1532 ELEV.= 2109.95’ELEV.= 2109.87’ 8’ G R 1SM D G R 9’ BST W D R A IL 1 2 ’ G R W OODS WD G W /LT MTL POST W /LT M TL POST 3 STEEL BEAM S BST SURFACE W D W ING W ALLS W D DECK W D ENDBENTS W D RAILS BRIDGE DESCRIPTION 828-884-2671 BREVARD, NC. 28712 190 E. MAIN ST. COM PORIUM CHARLOTTE, NC. 28202 PO BOX 1006, EC10Q 526 S. CHURCH STREET DUKE ENERGY CORPORATION UTILITIES MARK 2107.89’ HIGH WATER T W ELL WELL SEPTIC BOX DISTRIBUTION FIELD DRAIN STEPS ROCK W ALL ROCK 3 4 5 6 POLE 7 8 9 EIP DB 225 PG 187 TRACT #1 S 8 5 4 9 ’ 4 5 " E 5 8 . 4 3 ’ N 55 27’01" E S 6 2 2 4 ’2 3 " E N 7 8 3 5 ’ 0 8 " E 7 3. 4 1’ N 8 1 4 9 ’ 2 7 " E 4 1. 4 6 ’ N 63 24’22" E 55.05’ S 7 9 0 6 ’0 4 " E 6 1.0 9 ’ S 7 7 4 8 ’2 1" E N 7 8 2 0 ’ 2 3 " E 5 1. 4 4 ’ DB 250 PG 196 M ARGARET J. CABE THOM AS I. CABE DB 283 PG 420 M ARGARET J. CABE THOM AS I. CABE DB 351 PG 687 DANA ANDERS JOHN A GRAGG N 82 32’56" E 9.14’ 11.34’ DB 241 PG321 BARBARA J. M ERRILL CARROL S. M ERRILL N 04 14’22" E 171.62’ DB 321 PG74 EIP EIP EIP S 04 08’10" W 90.95’ N 04 13’18" E62.84’N 04 13’12" E 95.88’ S 59 34’12" W 24.52’ S 18 58 ’53 " W 106 .84 ’ EDDIE P. M ERRILL DB 255 PG 86 EDDIE P. M ERRILL S 05 47’14" W 535.00’ 15.11’ S 05 47’14" W 44.18’ N 03 10’52" E 539.99’ 15.45’ S 8 1 3 8 ’2 2 " E 3 4 2 . 7 7 ’ 1.15’ LOEE TAYLOR ROBERT G. TAYLOR DB 198 PG 204 DB 158 PG 328 S 04 24’50" W ELEV. 2107.06’ 41.36’ RIGHT -BL- STA 11+61.88 BM #2 D R A IN F IE L D 28.00’ W ENDY TAYLOR CHARLES J. TAYLOR RUBY G. BALL DW AYNE A. BALL DORIS G. DAVIS DAVID L. DAVIS M A IN T A IN R / W M A IN T A IN R / W EXISTING R/W EXISTING R/W 4 5 . 0 0 ’ 28.00’ 1SFD M A IN T A IN E D R / W M A IN T A IN E D R / W ACCESS ROAD 10’ SOIL 9 9 .5 7 ’ 6 1.4 4 ’ ELEV.= 2121.88’ S 53 33’ 01.68" E 22.96’ - BL- STA 5+00.00 BM #1 CULTIVATED FIELD PASTURE PASTUREPASTURE PASTURE PASTURE PASTURE PASTURE PASTURE 2 4 .4 3 ’ ISLAND COVE ROAD SR 1532 18’ BST C R A B C R E E K R O A D S R 15 2 8 2 3 ’ B S T C R A B C R E E K R O A D S R 15 2 8 2 3 ’ B S T 2 6 .8 0 ’ 20.09’ +55.80 22.54’ +70.92 22.77’ +56.96 4 8 " W W 1S B W 18’ BST ELEV. 2124.50’ N 62 14’49.86" 24.20’ -BL- STA 17+73.41 BM #3DANIEL L. DAVIS DAVID L. DAVIS TRACT #2 DB 231 PG 388 -BL-1 -BL-2 -BL-3 -BY1- -BL-4 -BY1-6 -BY1-5 +20.44-L-+78.61 -L- +48.50 -L- +50.00 -L- +25.00 -L- +78.61 -L- 91’ RT +17 -L- EX. R/W +69 -L- EX. R/W +00 -L- 48’ LT +17 -L- 62’ LT +73 -L- 68’ LT +22 -L- 87’ LT +69 -L- 52’ LT +98 -L- 44’ LT +37 -L- 32’ RT +99 -L- +36 -L- 58’ RT47’ RT +49 -L- 62’ RT +94 -L-51’ RT +57 -L- 58’ RT +50 -L- 49’ RT +75 -L-40’ RT +39 -L-41’ RT +25 -L- EX. R/W +34 -L- 60’ RT +80 -L- 38’ RT EX. R/W +35 -L- EX. R/W +19 -L- 36.25’ LT EX, 36.41’ LT EX, 36.11’ LT EX, 25’ RT 22.95’ RT 23.75’ RT +38.99-L- EX ,25.74’ RT BEGIN APPROACH SLAB -L- STA. 14+09.49 END APPROACH SLAB -L- Sta. 15+03.49 F F F F F F F F F F F F F F F F F F F F N AD 83/ N SRS 2007