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Home My WebLink About20160137 Ver 1_Application_201603237"ransportation March 23, 2016 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steve Kichefski NCDOT Coordinator PAT McCRORY Gnverno� N[CHOLAS J. TENNYSON S�cretary Subject: REVISED Application for Section 404 Nationwide Permit 13, 23 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 69 over Rocky Creek on NC 115 in Iredell County, Federal Aid Project No. BRSTP-0115(7), Division 12, TIP No. B-4766, Debit $570 from WBS 38538.1.2. Dear Sir: On February 12, 2016, a permit application was submitted for the above-referenced project. Since then, the amount of permanent impacts and bank stabilization has changed, though total permanent impacts remain the same. This revised application reflects those changes and serves to replace the one sent in February. The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 69 over Rocky Creek with a 150' long, two-span bridge with pre-stressed concrete girders on the existing alignment. Traffic will be maintained during construction via an off-site detour. As a result of the bridge replacement and new roadway slopes resulting in a pipe extension, there will be 98 linear feet of permanent stream impacts, 130 linear feet of stream bank stabilization and 0.03 acre (92 linear feet) of temporary stream impacts. Please see enclosed copies of the Pre-Construction Notification (PCN), DMS acceptance letter, stormwater management plan, permit drawings and design plans for the above-referenced project. The Categorical Exclusion (CE) was completed on May 5, 2015 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of June 21, 2016 and a review date of May 3, 2016; however, the let date may advance as additional fiulding becomes available. !`�'Nothing Compares';.�._ S[ate of North Carolina � Departmen[ of Transportation � PDEA-Nahu�al Enviromnent Section 1020 Birch Ridge D�ive, 27610 � 1598 Mail Service Center � Rnleigh, NorthCarolina 27699-1598 919-707-6000 T 919-212-5785 F A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Erin Cheely at (919) 707-6108. Sincerely, . � 1-�-- � Philip S. arris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 13, 23 & 33 or General Permit (GP) number: 1 c. 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 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. 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 69 over Rocky Creek on NC 115 2b. County: Iredell 2c. Nearest municipality / town: New Hope 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_4766 project no: 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 not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@ncdot.gov 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: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.01543 Longitude: - 80.95629 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 6 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Rocky Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin-Pee Dee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use within the vicinity of the project consists of about 40% forest land, 20% developed or disturbed lands (roadsides and residential areas), and 40% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 960 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a functionally obsolete bridge (deck geometry rating 2 of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 134-foot five-span bridge with a 150-foot two-span bridge with pre-stressed concrete girders on the existing alignment. All 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 / ro ect includin all rior hases in the ast? ❑ Yes � No ❑ Unknown p 1 �� 9 P� p )� P Comments: Only perennial streams within project study area. 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. See 4a above. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. 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. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within project footprint. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact length number - (PER) or (Corps - 404, 10 stream (linear feet) Permanent (P) or intermittent DWQ — non-404, width Temporary (T) (INT)? other) (feet) Site 1� P❑ T Bank Rocky Creek � PER � Corps 50 120 Stabilization ❑ INT ❑ DWQ Site 1❑ P� T Temporary fill Rocky Creek � PER � Corps 50 �2 /Causeway ❑ INT ❑ DWQ (0.03 ac) 30" RCP SA (UT to Rocky � PER � Corps Site 2� P❑ T 3 98 extension Creek) ❑ INT ❑ DWQ Bank SA (UT to Rocky � PER � Corps Site 2� P � T Stabilization Creek) ❑ INT ❑ DWQ 3 10 Site 2❑ P� T Temporary SA (UT to Rocky � PER � Corps 3 20 Creek) ❑ INT ❑ DWQ (<0.01 ac) Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 228 Perm 3h. Total stream and tributary impacts 92 Temp (0.03 ac Temp) 3i. Comments: • Of the 228 total feet of permanent stream impacts, 130 total feet are from bank stabilization (120' to Rocky Creek and 10' to SA). DWR does not require mitigation for impacts to streams totaling less than 150 feet per stream. Therefore, stream mitigation required by the USACE = 98 linear feet, required by DWR = 0 linear feet. • Temporary impacts totals are based on rounding, due to some of the individual impacts being <0.01 acre. • The temporary causeway will not block greater than 50°/o of the stream channel. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporar T 01 ❑P❑T 02 ❑P❑T 03 ❑POT 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 5. Pond or Lake Construction If ond or lake construction roposed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or number purpose of pond Flooded Filled Excavated Flooded Filled Exca Flooded vated 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. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer area. 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 replacement bridge will be on the same alignment as the existing bridge and will be slightly longer and have only one interior bent as opposed to four. There will be no deck drains installed on the new bridge. Instead, runoff from the proposed bridge will collect via shoulder berm gutter into a storm drain system and flow overland before reaching the creek. A retaining wall in the northwest quadrant will be constructed to completely avoid impacts to the parallel UT to Rock Creek (SB). Roadway improvements have been designed to minimize water quality impacts by promoting sheet flow and infiltration along grassed shoulders. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Traffic will be maintained via an off-site detour during construction. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State � Yes ❑ No � Total stream impacts requiring USACE mitigation = 98' (no mitigation required by USACE for bank stabilization impacts <500' ) 2a. Does the project require Compensatory Mitigation for * Total stream impacts requiring DEQ mitigation = 0' impacts to Waters of the U.S. or Waters of the State? (Of the 228 total feet of permanent stream impacts, 130 total feet are from bank stabilization (120' to Rocky Creek and 10' to SA). DWR does not require mitigation for impacts to streams totaling less than 150 feet per stream.) If no, explain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � 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: 98 linear feet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acre 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 130 linear feet of bank stabilization or the 92 linear feet (0.03 acre) of temporary stream impacts. These impacts do not require permanent fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 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 ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 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 ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: If required from 1 a, see attached buffer permit drawings. 2. Stormwater Mana ement 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. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ 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 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: Categorical Exclusion (CE) approved 5/5/15 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, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � 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 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? As of July 24, 2015 there are three federally listed species for Iredell County. Neither the bog turtle nor the dwarf- flowered heartleaf has habitat present within the construction limits of this project (surveys were conducted for dwarf- flowered heartleaf in all areas of habitat that exist near the construction footprint in March 2015, and no individuals were found). The remaining species is the Northern long-eared bat (NLEB). A memo was submitted to USFWS on February 26, 2016 indicating that NCDOT is in compliance with the 4(d) rule for the NLEB, therefore satisfying Section 7 of the Endangered Species Act (ESA). The biological conclusion for this species is "May Affect, Not Likely to Adversely AffecY'. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cu�tural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps Philip S. Harris III, P.E. 1.�^ 3/�-3 2-°�� Applicant/Agent's Printed Name A plicanUAgent's Signature te (AgenYs signature is valid only if an authorization letter from the applicant is rovided.) 11 Environmental Quality PAT MCCRORY �.St3N�@'i'A2fJS' DONALD R. VAN DER VAART s�crPr�.�, March 18, 2016 Mr. Richard W. Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: Mitigation Acceptance Letter: B-4766, Replace Bridge 69 on NC 115 over Rocky Creek, Iredell County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on March 8, 2016, the impacts are located in CU 03040102 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040102 Non- Coastal Cp Cold Cool Warm Riparian �p�an Marsh Zone 1 Zone 2 Impacts p 0 98.0 0 0 0 0 0 (feet/acres) *Some of the stream impacts may be proposed to be mitigated at a L• 1 mitigation ratio. See permit application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on November 12, 2015. This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as detetrnined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, James B. fill Credit Management Supervisor cc: Mr. Steve Kichefski, USACE - Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-4766 Revised �.'"��iathtr�g C��p�ar°es:=-�._ State of Nor?h Carolina ; Envir�nmenYal QueJity 1601 MailSeiviceCenter ; Raleigh, Narth Carolina i7699-iGUI 919-707-8600 E��ti �ati, North Carolina Department of Transportation St[)a 1ll�vdt+f'!' Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 38538.1.2 TIP No.: B-4766 County ies): Iredell Page 1 of 2 General Project Information WBS Element: 38538.1.2 TIP Number: B-4766 Project T pe: Brid e Replacement Date: 9/14/2015 NCDOT Contact: Linda Johns Contractor / Designer: Ernest Hahn Address: North Carolina Department of Transportation Address: North Carolina Department of Transportation 1590 Mail Service Center 1590 Mail Service Center Ralei h, NC 27699-1590 Ralei h, NC 27699-1590 Phone: 919-707-6728 Phone: 919-707-6724 Email: Imjohns ncdot. ov Email: e'hahn ncdot. ov Cit /Town: Lake Norman RPO Count ies : Iredell River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Len th lin. miles or feet : 0.145 miles Surrounding Land Use: predominantly forested Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.6 ac. 0.4 ac. Typical Cross Section Description: two twelve-foot lanes with eight-foot vegetated shoulders two ten-foot lanes with two-foot vegetated shoulders Annual Avg Daily Traffic (veh/hrlday): Design/Future: 3600 Year: 2040 Existing: 2100 Year: 2012 General Project Narrative: This project proposes to replace bridge 69 over Rocky Creek and to construct associated roadway grade improvements along NC 115, Wilkesboro Highway, in Iredell County. (Description of Minimization of Water The existing structure is a 134'-0" five-span bridge (1 @24'-T', 1@25'-0", 1@35'-0", 1@25'-0", 1@24'-7") constructed in 1934, and the proposed replacement structure is a 150'-0" Quality Impacts) double-span bridge (1@70'-0", 1@80'-0") at the existing location. The existing bridge had deck drains over Rocky Creek; spread calculations indicate deck drains will not be required for the proposed bridge. Instead, runoff from the proposed bridge will collect via shoulder berm gutter into a storm drain system and flow overland before reaching the waterbody. In addition, the proposed design reduces surface water impacts by reducing the number of interior bents from four to one. Roadway improvements are designed to minimize water quality impacts by promoting sheet flow and infiltration along grassed shoulders. Surface water impacts primarily occur at the rip-rap bank stabilization along both banks and the temporary rock causeway. The cumulative total area of impacts equals approximately 0.04 acres of permanent and 0.03 acres of temporary surface water impacts. Existing channel impacts equals approximately 228 linear feet of permanent and 92 feet of temporary impacts. Waterbod Information Surface Water Body (1): Rocky Creek NCDWR Stream Index No.: 12-108-11 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Rocky Creek Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) ��j-�`,, �a�, North Carolina Department of Transportation :5tc�t ri1�r dfPF Highway Stormwater Program �-�. STORMWATER MANAGEMENT PLAN _ (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 38538.1.2 TIP No.: B-4766 Count ies : Iredell Pa e 2 of 2 Additional Waterbod Information Surface Water Bod 2: Unnamed Tributar of Rock Creek NCDWR Stream Index No.: 12-108-11 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification; None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � See Sheet 9-A For Index of Sheets See Sheet 9 E3 For_Conventlon Symbols �--�� OFF-SITE DETO UR BEGIIV TIP PROJECT B-4766 —L— STA.13 +32.00 �� PERMIT DRAWING �� SHEET 1 OF 8 IREDELL CO U1�TY LOCATION: BRIDGE No. 69 OVER ROCKY CREEK 0111 1VC 115 TYPE OF WORK DRAINAGE, GRADING, PAVING, £�' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 _ _� � � NC /IS ��TO STATESVILL� — — — — — i GRAPHIC SCALES DESIGN DATA 50 25 0 50 l00 ADT 2012 = 2,100 ADT 2040 = 3,600 PLANS DHV = 10 % D = 55 % 50 25 0 50 100 T= 13 %* V = 60 MPH PROFILE (HORIZONTAL) * TTST =5% DUAL 8% l0 5 0 l0 20 FUNC CLASS = MAJOR COLLECTOR PROFILE (VERTICAL) REGIONAL TIER , � BEGIIV BRIDGE —L— STA. 15 + 53.00 SITE 2 � � �, � m � �, � — i \ y � -� -_=_� � � — E � NC 1/S � ii ; E1VD BRIDGE —L— STA. 17 + 03.00 �� B-4766 38538.1.2 BRSTP-0115(� � PE � � ,� o $�q5 NP E1VD TIP PROJECT B-4766 —L— STA. 2l + 00.00 WILKESBOR� � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD NOT A CONTROL OF ACCESS PROJECT. DESIGN EXCEPTION REQUIRED FOR VERTICAL CURVE. PROJECT LENGTH Prepo�ed !n the Office of: H1'DRAULICS ENGIMEER DIVISI011t OF HIGHWAYS LENGTH ROADWAY T.I.P. PROJECT B-4766 = 0.117 MI �000 a;.�h Ridge Dr., nate�gh xe, z�elo 2012 ST9NDARD SPEC/FICATPoNS LENGTH STRUCTURE T.I.P. PROJECT B-4766 = 0.028 MI TOTAL LENGTH OF T.I.P. PROJECT B-4766 = 0.145 MI RIGHT OF WAY DATE: JASON MOORE, PE SEPTEMBER 30, 2015 PRo�Ecr FxcrNFFn LETTING DATE: NYA K. BOAYUE, PE J U N E 21 ,�L O� 6 �'ROJECT DESIGN ENG/NEER P.E. SlGNATURE: ROADWAY DESIGN ENGIIVEER SlGNATURE: P.E. BEGIN BRIDGE -L- STA 15+53.0( BEGIN APP. SLAB -L- STA 15+28.83 � \ �, GRAU 350 TL�\ NPE �77 � O � �Trl � 1 IZ- - .... GRAU 350 TL-3 TYPE B-�� END BRIOGE -L- STA I7+03.00 END APP.SLAB -L- STA /7+27./7 TYPE �77 / NPE B-77 R � PROP. SHLG eERM currER SKETCH SHOWING BRIDGE/ROADWAY RELATIONSHIP 8 / O �. S I T E 1 IINDA R. PATTERSON / / / RETAIN EXISTING ABUTMENT TO PPROXIMATE ELEVATION 1,000.0 ABUTMENT E%CAVATION TO APPRO%IMATE ELEVATION 1003.0 / / / � � � � ' � W 5�� / / / i �� . ,� , _ .�;;n;;n;:n;;�:� � ftETAIN EXISTIN ABU MENT TO APPROXIMATE ELEVATION 1,003.0 � � � is,p k 1 1 4� can�,� ro� �a� � a ��} IS F D l� ,/ / I � 3 �� oNc �I 5e � � II� � � �' _ �� €� z. X �_� � � � �� , �� W, � r� \ PDE DWiG �N�C,��NGER HILDA YOU GER ITE 2 �ABUTMENT E%CAVATION TO APPR IMATE�C€�?�IC BEGIN SHOUIDER BEkltp� G \ �AT BRIDGE STA 17+Oj'1 A � RT \ / / �S� END SHOULDER BERM . � STA 18+20 LT f�,..: �-15�`�"""" ^,'�`�• �� E� r��.,., E i--` �,-. ,-..;,�'� -c-L. � �q5 / NH� � / � � VICT AR EA�R�LE CAIL VICKI LY NN FCALL \ 1 000.0 � l5' 32' 0/l E _� ��P.e�..��!�%��--�� i � .%i� / � � � �� `j ��I��+� �.vi.i��: � �� - �� -1�:�ri:�:�� _� �:r��i�= � � �l�� s'i�'�� i -� � i�'✓ � � ''._ �►,►� 7 �� ,� _ � � � � � „ ��1J ` • •. RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 2 OF 8 T 5 � - - N ►f3��.5'E ro moarn_��resooRo � — `��`.� � TOE PROTE TIO�f � o� F$ �; I � P.SS II RIP RAP CL4S5 B RIP RAP � SEE DE �Qj a SE DETAIL ' P�I PU�' PUE PUE � PUEI PUE PUE �eJ �P + �-\ I 7 —� TOE PROTECTION / � � 5EE DETAIL DZAT�ON � , SEE DETAIL A � BM#2 ; I .� CLA55 II RIP RAP �� -BL- STA.9+89 152'RT w � � CLEV. = 1008.63' � p�, w p� BANK STABILIZATION �FERNE W.'C6UDNLlR � � � CLA55 II RIP RAP 200 TONS BANK STABILI TION I UNCLASSIFlED EXCAVATION 125 CY CLA$$ II kIP AP 350 TON$ I� UNCLASSIFIE ' XCAVAiION 250 CY � � I�'. S� PERMANENT SURFACE WATER IMPACTS � TEMPORARY SURFACE WATER IMPACTS I�� I��)� �� n'�\��II�� .�l��a�.� .� � V / � b N gw u�yp�' 1 MiCNOAWAL �JACOBSSUTAAI E�SiEE I DETAIL A DETAIL B DETAIL C DETAIL D TOE PROTECTION �� BANK STABILIZATION BANK STABILIZATION (Ho��o Sm1e� FALSE $UMP � �Ho�w S�io) Irvo�io s�ole� ( N0110 SCOIe) EL=1024.0' TOP OF BANK O iside Dirch ror oF enNrc Haru�i N r Nnluxn� �P°��e Troffic Flow Nnruwa- ATORAL � I oaourvo urol �,��5�°Qe �') � 2� GROUN� GROUN� GROl1ND .. I � — G�o�nd , y y, F` � I \ � I d �� GEOTE%TILE- d=2ft. � RCP GEOTEXTILE- ,` � ry GEOTEXTILE - GEOTE%TILE 6=2ft. —Geofaxt�le t$— 18" ITYP.I -/ IB" (iYP.� � g Min D=1Ft. T ofLiner=ClasslRi Ra S=Difch Slope —CE Proposed Ditch 8=0-2 F�. YPe P P Type of Liner= Closs I Rip-Rop -L- STA.20-40 TO STA.20+78 RT -L- STA.19+98 LT -L- $TA. 17+00 TO $TA.17+40 RT 12 TONS CL I RIP RAP, 30 $Y GEOTEXTILE, DDE-IOCY -L- $TA. 20-80 RT, 5-6 4%, L-25' -L- STA. 19+00 TO STA. 19+25 RT 28 TONS CL I RIP RAP, 55 SY GEOTEXTILE, DDE=20CY � o>�� SEE SHEET 5 FOR —L— PROFILE sr=�,� P v�� O z � � `_ ~ � ..: . � �:.. :. .. \ � `. � t �.I �.'.' � �'�' . �\ '\ � .. \.�. \ � � l�� .� \. .- . . � � '� ,� � . . I ' PROJECT REFERENCE NO. 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I,020 48' V= MPH y= q ,�pH EL V. _ ,O16.69' B GIN B IDGE EN BRI GE END —L STA.1 + 53.00 —L— TA.17 03.00 —L— ST P E RM I T D RAW I N G � 04o SHEET 6 OF 8 � i' 1 030 r oF cnusewnv i� 1 030 � STA ON 16+28 -L ' / 1@7 ', 1@80' S4-IN H � � � � � � � � PRES RESSED CON ETE � � GIR ERS SKEW=90 1 020 �� /PE fn' R,auL/C DATA 1 020 r_�`� �-�"��4� � N DES/GN REROUEN +� 'S0 YRS /% � 18% B IDGE H ORA(1Ll DATA �+�23 DES/GN /SC/-/ARGE - 28 CFS 1 O10 � o DES/GN ELEVA /ON � /023J/ FT j 010 � + DES/GN REOL/EN � 50 YRS /00 1'E HW ELE AT/ON � /024./6 FT DES/GN ELEVA /ON � /A02.8 FT ti OVERTO /NG FRE ENCY � / 00+/- YRS BASE D/ C//AI4GE = 6.409 CFS ABUTMENT EXC VATION 400 C �< r" OVERTO ING O/SC ARGE a 33 CFS � OOO BASE F OUENCY � /00 YRS To ELEVaTION 1,003.0 3 • OVERTO /NG ELE AT/ON a /024Ap FT j OOO OVERTOP /NG D/SC ARGE � /8.000 CFS CLASS I RIP RAP h "� OVERTOP /NG FRE ENLY� 500+ YRS (STRUC URE PAY ITEM) OVERTOP /NG ELE T/ON � /A/4A• FT N ry' ABUTMENT EX AVATION 400 Y 990 FT BM#2 ELE .= 1008.63' No WSE = 990.0 �'�^ %' To ELEvnTlo 1,000.o BM#1 ELE _]055.4P 990 DATE OF SURVEY e MAY /9. /5 BL STATION 9+89.00 ISYR HT oBSER D WSE = 989 CLASS II RIP P - � WS.ELEV TiON IUR SPIKE S T IN ROOT F 28"X48"TRI MAY 1 2015 (STRUCTURE P Y ITEM) REBARA]VD AP STAMPE 84766 BL1!" AT DATE OF SU Y � �� FT FORKED BE CH TREE BANK STABILIZ TION SET FLUSH ITH TNE G OUND !N %HO �OVExiO�"PiMGE AiK.wEOWLS AIC%OwMAt �AWbw.Sr,vqx �a-l- CLA55IIRIPRA GRAVEDRI WAY �%80 10+00 11 12 13 14 15+00 16 17 18 19 20+00 21 22 TEMPORARY OCK CAUSEWA TE POR,4RY SURFAC WATER IMPACT 3� E v> n .A �i tA � rn � ; Fn � � � i � a �p � Z �� BRIDGE PROFILE w�'� SITE 1 �� a�� L _�� - o �� ,�� v �� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' F.A�. PROJE�T ��. BRSTP-�}115f�) ➢S+OCe i5+50 15+04 16►5U 57�44 17+5p. GRAiDE �DATA t^l3,ga��y FILL FACE 2 ENf3 €)ErVT i FILL FaCE ra ENO �ENT 2 GRAQE aATA s-�o.�aiar. srn. i�•s�.ofl -�- IHr. SPAN A SPAV�V B =�r. GRA�E PT.EL.1015.62 STA.IT+D3.�a -L- �I STA = 14+-02.D0 'L' GRapE PT. EL. 1d14.Bt t-1p,5pIGX [+i3393�Y EL.= 1015.38 ��IH FitOhfT SLOt'E �'-�•�I�1.BE�1� �'-6"MI�i. PI STA = 18rD3.0a -L- L = 22€]' � [TrP.a �EGIN FRpNT SLOPE 102Q STa.15►aV.9t -L- G�Ai]E PT.EL.401S.59 a.ps U�CLASSIFIEO EARTH SERt�IA 5Ta.1T+�3.85 -L- EL.• l01a37 ��,1fl� STRCiCi4lRE E�. lQ�3 [TYP,1 CRApE PT. EL. 1014.82 �=19�• P E RM I T D RAW I G � E%ISTING EkCAVdTI�OH �r —� �L. �flz�.o � o� F=�. F=�. ST ¢TrP.�E �,.�.� ��.,aa9 �'� S H E ET 7 O F 8 mio i°-o- � �4• asva � a. @ ITYP.� , �{ � � EL. 5044.12 � aS � APPROlfIAIATE + � •� W �� .�s f1 � ti EL. rooa.ot � cR�No � I E1.'�� l t TEhdPORpRY +` EL. I� I w �oao �� EL.947.Ot A� ROCK 448.A$I �CkItSEWAY � ti + I` N1.5 � EL. 9B9.6 N.W.S f i � I 1%2�' �O�PE ` kCAYATE TO � t05/19/l51 •`�9ad � 1 99� I! �• �oo�.0 1 ti I 9 ! t i'rni s�oPE I I assu�aea ExISTIhtG 1 1 f 1 z= i S � a P E I � E7fCAYATE TO �i � STETL��ILES 5TRUCTI9RE� C_� �� i� �ap 7 q��4 �7 �. toav.o C_� n CLT��.II P � 2e1 SLOPE � 1 IP RAP �� ITYP i � H ASSl11AE� T0� CLA55 B 9$� OF �RILLED PIER J yJj "� �dOF�M+aL Ih1TEGRAL EL.99I.00 '" INTEGi�AL warE� EN6 BENT 1 BE�iT 1 E�ID BE14T � SIJRFACE �+ n�,I' /�^II �+ � � �RAP � �E1.TIlJI'� �LVI�Y1) —L— �� CLR55 II STREAAY 8E[} 15m°-e'[i6TAL LEhlCTH 9F BRII?GEI [FILL FACE TO FILL FACEs T E�IP (�R A R Y za•-o- ao�-o- R J C K C A L� 5 E W A Y �•-a- � � 9EHT , �9 CDMTROL LI�iE Y W W q �� '� RIP RAP � � CLASS II� � ��P 3•-o•�irr. } � �rnxw: Ea�TH BE�t� � EL.1�45.00 I� � � fLEVELI ' I g a ��1�� u ��%'S�� rseo L�� V��T �o�� [fDf� ��i��4�E�'�TI�� n�c wa« � �n I � 4' FILL I I FkCE i . TO SR 1596 'g �� I �, STA. p6+23.� -L- W'.p. •1 nI I nI � N jI�I"�I Nl.f'. •3 STA. 15+53.Oi7 -L- I I I I I I T I�16 28.OmT�� I� I I I STA. i7+�3.00 -L- E STA.�7+27 1H BE�CIN n�PR�OACH SLA6 GIF� FRpNT SLOPE 5Ta.15►28.8� -L- gaa'q0''QO" I I E -L- BEGIN FR(7NT SLOPE I I i [TYP,] I I � ., I � � � �FILL STA.17+13,85 -L- STA,15+d1.97 -L- I LJ � Q �� I I FACE ExISIrNc �, I STR4JCTURE �TEFAPORART n' I TQ SR 1597 [TYP.1 itDCK + CALfSEWAY _ � � � � � q� �„I �'-0"MIN. �$ � z5,_�,* EARTH BER�AI 4� EL. 10�4.25 W tLEvEL} . � y� � RIP RA�P RIP RAP q- } � CLA55 II q� CLA5�5 II p � � � � PLAIV � pRA'�!� BY � N.i7`AIi1T0 pA� � PdZ4/15 � IPILES, COLLJA�HS a PIE�tS hYOT ��KEp py � V.A�ATEL pA� � i12i115 SN61Y�N FOR CLARI7Y1 GiSIGN EHGIb1E�Pi 9R �COR{,y RATE 1 p cv SL= P v� I FEitEB�' CERTIF'r TFESE �'Ln�S ,4RE TFE AS-B6JILT FLAa�S PR��EeT �vo. �-4 76� IRE�ELL couNTr STATION: ��+28.oa -�- SFEE7 1� pF 2 REPLACES BRIpGE Fs6.fi9 sr,�� n iaen u�c�ar UEPARTMENT OF TRANSPi]RTATION PiRELIMINA�RY �EhIERAL aRAWI�JG FC1R BRIC�GE OVER ROCKY CREEYC 4N MC 115 �ETWEEN SR 159b ITAYLQR SPRINGS R�f.) & SR 15�� (RACE PATH Rp.f H[vZsiaxs s�F£r rw. . Rr. ru,r. w ... �.,r. 5-1 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft 1 -L- 15+76 / 16+80 bank stabilization 0.03 < 0.01 120 10 1 -L- 16+00 / 16+36 temporary rock causeway 0.03 2 -L- 20+50 30-inch RCP-IV < 0.01 98 2 -L- 19+80 / 19+98 LT bank stabilization < 0.01 < 0.01 10 10 2 -L- 20+79 / 21+02 RT bank stabilization < 0.01 10 TOTALS*: 0.04 0.03 228 30 0 *Rounded totals are sum of actual impacts NOTES: 1. 62 feet of temporary surface water impacts due to temporary rock causeway are within permanent surface water impacts due to bank stabilization 2. permanent surFace water impacts due to interior bent equals 21 square feet 3. 25 feet of existing channel impacts due to widening of the channel bed upstream of the 30-inch RCP at -L- station 20+79 is considered part of the pipe installation Revised 2013 10 24 � � �--�—� OFF-SITE DETO UR BEGIN TIP PROJECT B-4766 —L— STA.13 + 32. 00 �� 11 A �ll ��' �1�� d 11�� d J1 �� Y �� /O� ��`l_ly� VV � 11 � IREDELL CO U1�TY LOCATION: BRIDGE No. 69 OVER ROCKY CREEK 0111 NC 115 TYPE OF WORK DRAIIVAGE, GRADI11tG, PAVI1�lG, � STRUCTURE � -- � � � NC l/S _�TO STATESVILLE — — — —' — a � A Im \ � x / � 1 � � � �I �\y ��_ =-f�" -� � � _ _I- � , � BEGIIV BRIDGE —L— STA.15 + 53.00 E1VD BRIDGE —L— STA.17 + 03.00 L, NC 1�5 � -�- SZA z� � N PO a�95 E1VD TIP PROJECT B-4766 —L— STA. 21 + 00.00 WILKESBORO �� CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. NOT A CONTROL OF ACCESS PROJECT. DESIGN EXCEPTION REQUIRED FOR VERTICAL CURVE. PRELIMINARY FLANS DO NOT USE FOR CONSTRUCTION P�epored !n ihe Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2012 = 2,ioo DIVISION OF HIGHWAYS 50 25 0 50 100 1000 Birch Ridge Dr., Raleigh NC, 27610 ��R�' `7.�ji�I� ADT 2040 = 3,600 LENGTH ROADWAY T.I.P. PROJECT B-4766 = 0.117 MI ��°� �c,�� DHV = 10 % 20/2 ST9NDARD SPECIFICATlONS �@ p PLANS � �s o P.E. D= 55 /o LENGTH STRUCTURE T.I.P. PROJECT B-4766 = 0.028 MI s,cxnrunF: � ' 50 25 0 50 loo T= 13 %* RIGHT OF WAY DATE: JASON MOORE, PE � � V= 60 MPH SEPTEMBER 30 2015 PXo�Ecr eNc.NeEn ROADWAY DESIGIV PROFILE HORIZONTAL ENGINEER ( ) * TTST =5% DUAL 8%a TOTAL LENGTH OF T.I.P. PROJECT B-4766 = 0.145 MI �� °�� to 5 0 l0 2o FUNC CLASS = LETTING DATE: NYA K. BOAYUE, PE p�� MAJOR COLLECTOR JUNE 21, LO�G PROJECT DESlGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER r.E. S7GNATURE: � � � Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line --•-• •-•-- County Line Township Line --- --- City Line - - Reservation Line — — — Property Line Existing Iron Pin � Property Corner —^ Property Monument � Parcel/Sequence Number 123 Existing Fence Line -x x X- Proposed Woven Wire Fence � Proposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -��a- - - - Proposed Wetland Boundary •�B Existing Endangered Animal Boundary E•a Existing Endangered Plant Boundary E°a Known $oil Contamination: Area or $ite � � Potential Soil Contamination: Area or Site � �% BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � �/@�� w Small Mine 5Z' Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir �----- Jurisdictional Stream —�S - BufFer Zone 1 ez i Buffer Zone 2 sz z Flow Arrow F — Disappearing Stream �- --- $pring p�_...�, ^ Wetland � Proposed Lateral, Tail, Head Ditch � � �� False $ump � ��I°]E �]F 1��$�]�[ ��$�]L�1�� ]I�� IF l�[��]I��1�Y� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF Wfl Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with _ Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R!W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement � CSX 7RWJSPoRTATION 0 MILfPOST 35 0 SNITCH � � �� W W -E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail n n � P d C bl G'd 'I n n n n ropose a e ui erai Equality Symbol Pavement Removal T�EGETfITION.• Single Tree Single Shrub Hedge "�' �� * Woods Line �''-' Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed loint Use Pole Power Manhole Power Line Tower Power Transformer WG Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: fl f3 f? f? Vineyortl CONC — � CONC WW I � CONC HW ?---------� � CB Os • • O ►/ r �� Existing Telephone Pole ♦- Proposed Telephone Pole -O- Telephone Manhole OO Telephone Booth ❑e Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole NH Recorded WG Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) - - - - -�- - - - Recorded WG Telephone Conduit �_ Designated WG Telephone Conduit (S.U.E.*� - - - -�_- - - - Recorded U/G Fiber Optics Cable �� Designated U/G Fiber Optics Cable (S.U.E.*� - - - -• °�- - - WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line w Designated U/G Water Line (S.U.E.*� - - - -•- - - - Above Ground Water Line ^�c Watef TV: TV Satellite Dish C� TV Pedestal ❑O N Tower � U/G N Cable Hand Hole HH Recorded U/G N Cable �� Designated U/G TV Cable (S.U.E.*) - - - -*�- - - - Recorded l�G Fiber Optic Cable T° �� Designated U/G Fiber Optic Cable (S.U.E.*j- - - - -*� ��- - - GAS: Gas Valve 0 Gas Meter � Recorded WG Gas Line ° Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c cas SANITARY SEWER: Sanitary Sewer Manhole �O Sanitary Sewer Cleanout � U/G Sanitary $ewer Line ss Above Ground Sanitary Sewer A�c so��tarY sewe� Recorded SS Forced Main Line �5s Designated $S Forced Main Line (S.U.E.*) - - - - -F�s- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 O � � � � AATUR E.O.I. PAVEMENT SCHEDULE (FIN�IL PAVEMENT DCSIGN) PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C 2 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. D1 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.06, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. R SHOULDER BERM GUTTER. �J EXISTING PAVEMENT. T EARTH MATERIAL. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. �-L- NC 115 s� iz� � ir s� TYPICAL SECTION ON STRUCTURE —L— STA. 15 + 53.00 TO STA. 17 + 03.00 PROIECT REFERENCE NO. SHEET NO. B-4766 2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER �-L-NC 115 TYPICAL SECTION NO. 1 �-L- NC 115 ?'I a� 4:� USE TYPICAL SECTION NO. 1 —L— STA. 13 + 32.00 TO STA. 15 + 53.00 —L— STA. 17 + 03.00 TO STA. 19 + 00.00 � � ��...�� . ��v� � �.v. �.-. � -L- NC 115 8' EXIST. EXIST. 8' VAR. 70J' +/- TO 11.2' VAR. 10.0' +/- TO 10.9' 11' w/GUARDRAIL CROWN POINT C� E`_IST. EXI �ST 0.08 0.08 U TYPICAL SECTION NO. 2 NOTE: LOCATION OF RETAINING WALL -L- LT. STA 17+12.00 TO STA.18+15.00 USE T.S. No. lA INCONJUNCTION W/ T.S. No. 1 �C SEE PLANS FOR LOCATION OF SHLOULDER BERM GUTTER AND DETAIL ??? FOR PLACEMENT �'�R SFF 6 7 TO �'SF�r�o�?S � USE TYPICAL SECTION NO. 2 —L— STA. 19 + 00.00 TO STA. 21 + 00.00 Z 0 > � a � n a s � � � BEGIN BRIpGE -�- sra is+s� BEGIN ?PP.SLAB -�- sra is+2a.as GRAU 350 TL-3 NPE B-77 � o � o GRAU 350 TL-3 TYPE B-77 END BRIOGE -�- srn n+os.00 END APP.SLPB -�- sra n+2�n TYPE B-77 -p o � ��V�E p TYPE B-77 PROP. SHLD BERM GUT7ER � I SKETCH SHOWING BRIDGF�ROADWAY RELATIONSHIP -L- Pl Sto 11+49.47 Pl S10 20+59A3 Pl Sto 2/+8280 �_%07'38.4'fRTJ �_ �52'l75'tLT1 �= 3'54'5b2'tLT1 D= 2' 23' 14.4 D=/' 54' 355' D= 3' 49' llA' L= 29855' L= 9799' L= 102.47' T=/49.47' T= 49.00' T= 5/26' 3l q 5 R= 2.400.0�' R= 3.000.00' R=/,500.OIp' � PROJECT REFERENCE NO. SHEET NO. 8-4766 4 RNJ SHEET NO. '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT USF, FO CONSTRUCTION DETAIL C DETAIL D DETAIL A DETAIL B �� qqNK STABILIZATION BANK STABILIZATION TOE PROTECTION FALSE SUMP i�a��o s�oml � rvm m s�oiel I Nm m s�aie7 ( Nm to Scale) �� EL=7024.0' ror or enHe Ouiside Difch roP oF enHK Nniuxn� �P°'�e Troffic Flow Nnruan� (� N^ouw.� Naruxni crtouNo Nafurol .�� `�S�°Q l�') � 2� GROUND ��E% UN� GROUNO — Graund � y � F �� ti, � 'i d �� ' GEOTf%TILE d=2fr. RCP GEoiEX�lIE T1LE � GEOTEXiILE 6=1fr. Geote.�lle r5— 1e.�n.p� te^�Tvv.� B Min D=1F�. S=Difch Slope CE Proposed Difch 8=0-2 Ft. Type of Liner� Closs I Rip Rap Type of Liner= Gloss I Rip-Rap -L- STA. 20+40 TO STA.20+76 RT -L- STA. 19+98 LT -L- STA. 17+00 TO STA.17+40 RT 12 TONS CL I RIP RAP, 30 SY GEOTE%TILE, DDE=10CY -�- STA. 20+80 RT, 5=6.4%, L=25' -L- STA. 19+00 TO STA. 19+25 RT 28 TONS CL I RIP RAP, 55 SY GEOTEXTILE, DDE=20CY SEE SHEET 5 FOR —L— PROFILE