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Home My WebLink About20150798 Ver 1_Application_20150807��,..��a,� � �' ,�� "� g:� ��: ��.�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATTON PAT L. MCCRORY GOVERNOR August 7, 2015 U.S. Army Corps of Engineers Regulatory Field Ofiice 2407 West Sth St. Washington, NC 27889 Attention: Thomas Steffens NCDOT Coordinator Dear Sir: NICHOLAS J. TENNYSON SECRETARY Subject: Application for Section 404 Nationwide Permits (NWP) 12 & 23, Section 401 Water Quality Certification & Riparian Buffer Certification for the proposed replacement of Bridge Nos. ll4 and 116 over the Little River on I-95 in Johnston County; TIP Project I-3318BB; Federal Aid Project No. IMS-095-2(119)105; Debit $240 from WBS No. 34182.1.2. Please find enclosed PCN, permit drawings, utility drawings, roadway plans, stormwater management plan, Jeffrey's Warehouse Mitigation Site, and USFWS concurrence letter, for the above referenced project proposed by the North Carolina Department of Transportation (NCDOT). A Categorical Exclusion (CE) was completed for this project on March 14, 2013 and distributed shortly thereafter. Additional copies are available upon request. The NCDOT proposes to replace existing Bridge Nos. 114 and 116 over the Little River on I-95 in Johnston County. Bridge No. 114 is 237 feet long, has a structural sufficiency rating of 4, and is functionally obsolete and structurally deficient. Bridge No. 116 is 237 feet long, has a structural sufficiency rating of 60.8, and is functionally obsolete. Bridge No. 114 will be 270 feet long and widened to five-lanes for a total of 78 feet wide. Bridge No. 116 will be 270 feet long and widened to four-lanes for a total of 75.5 feet wide. Proposed permanent impacts to riparian wetlands from bridge construction are 0.06 acre for fill and 0.09 acre for mechanized clearing. The project will impact riparian buffers due to bridge construction and approach wark. Roadway and bridge buffer impacts total 15,262 sq. ft. in Zone 1 and 7889 sq. ft. in Zone 2. Buffer impacts due to utility relocation total 3,466 sq. ft. in Zone 2. Traffic will be detoured off-site during construction of one of the ramps at the end of the project. Additionally, during the MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT S� ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER Rn�eicH NC 27699-1548 T E L E P H O N E: 919- 7 0 7-6 000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 'IOZO BIRCH RIDGE DRIVE RALEIGH NC 2761 O constructian af tlYe bridge therc wi]'3 be an an-sit� detau�- an a partia�i af thc newly constz•�cted bridge, �'he widtll of the p�-aposed bridge will �llow for traffic during constructian. The hridge eontructic�n will be phased anc� will utiliie lane shii�tir�g t� accnx�nnnodate tr-a#'fic. This pr�jeci calls far a lettin� date of NoVennbe3- 17, 2415 and a re�iew date of Scptem�er 2�, 2015; howeVer, the let date n�ay adva�ace as additioa�al fundin�; b�comes a�ailal�Ie. kegulatory A��-o�al� '�ection 4U4 Per�n'►t: A�l aspects of this project are bein� proc�sse�i by the Federal i-Iighw�ay Adniinistration as a"Categorical Exclus�an" in accord�n�e with 23 CFR ?71.11 S(b). `l'�e NCI]�]T reyuests thai the projcct be auihori�ed by NWP 23 fQr �r�•idge cQXastruction as weli as a NWP 12 for utility relc�catic�n. Se�ti�n 401 Permit: 'Wc anticapate 401 Ge�ieral Certa�icatinn number� 3$91 and 3884 will apply iQ this prQject_ NCU4T is requestin� written c+�ncui-rei�.ce fa•orn the North CarQlina Depar�rnent Qf En�ironmenta� and Natural Resaurces, Division af Water C�uality. Neus� Riparian Buffe�• Autliarizatioi�: NCDOT rec�uests that the NC DaviSie�n of Water Quality r�eview th�s �pplicatic�n t�nci issue a written �p�ro�val far a� Neuse F�iparian Buffer Authoari�atiaz�. 11 cc�py af il�is permit applic�ti�n and its distributio�� list will he pos�ed on the NCDOT we�site at https.lfcoa��ect.nc�iot.�;ovCresou�•ceslI�n�irQnmenta�IPages, under Quick Links � Pcrmit Appl�catic,ns. If �ou ha�ve any c�uestians or need ad�itional inforrnation, please �cc�rctact Chi-is Manley at (919) 7U7'-G135.. Sincerely, �C�t.t-t � �ti��ai-d W. Hancock, P.�., Manager �'rc�ject Developxnent and Enr�ironmezital Analysis �LJnit cc �ICDaT Pet-n�it Ap�li�.atian Stand�rd L)istributian �.ist. �oF ,,uA re� p Office Use Only: � � Q q Corps action ID no. i�. � i � r 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: 12 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 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 Nos. 114 and 116 over the Little River on I-95 in Johnston County 2b. County: Johnston 2c. Nearest municipality / town: Kenly 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state I-3318BB 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) 707-6135 3g. Fax no.: (919) 431-2002 3h. Email address: cdmanley@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 Latitude: 35.569920 1 b. Site coordinates (in decimal degrees): Longitude: -78.162560 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 10.2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Little River proposed project: 2b. Water Quality Classification of nearest receiving water: WS-V;NSW 2c. River basin: Neuse River Basin 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: Undeveloped forestland, low density residential, and commercial property. 3b. List the total estimated acreage of all existing wetlands on the property: 2.39 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 400 3d. Explain the purpose of the proposed project: To replace a structurally deficient bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing two 237-foot bridges with two 270-foot bridges on the existing alignment using both off-site and on-site detours. 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? ❑ Yes � No ❑ Unknown Comments: A preliminary JD is requested with this application. 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: NCDOT Name (if known): Chris Underwood, Tyler Stanton, Chris Other: Manley, Lance Fontaine, Amy James 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � 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 Bottomland � Yes � Corps Site 1� P � T Fill 0.02 Hardwood ❑ No � DWQ Bottomland � Yes � Corps Site 2� P � T Fill 0.04 Hardwood ❑ No � DWQ Mechanized Bottomland � Yes � Corps Site1 �P�T 0.07 Clearing Hardwood ❑ No � DWQ Mechanized Bottomland � Yes � Corps Site 2� P 0 T Clearing Hardwood ❑ No � DWQ 0.02 Bottomland � Yes � Corps Site 1❑ P� T Temporary Fill Hardwood ❑ No � DWQ 0.04 Bottomland � Yes � Corps Site U1 � P❑ T FiII,Excavation <0.01 Hardwood ❑ No � DWQ Bottomland � Yes � Corps Site U2 � P❑ T FiII,Excavation <0.01 Hardwood ❑ No � DWQ Mechanized Bottomland � Yes � Corps Site U4 � P ❑ T <0.01 Clearing Hardwood ❑ No � DWQ 2g. Total wetland impacts 0.15 Perm. 0.04 Temp. 2h. Comments: There will be 0.22 acre of hand clearing in wetlands for utility work. 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 Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ - non-404, (feet) other) Site 1❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 0.0 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 individuall list all o en water im acts 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) Temporary T 01 ❑P�T 02 ❑POT 03 ❑P�T 04 ❑P�T 4f. Total open water impacts 0 Permanent 0.0 Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction roposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 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 im acts below. If an im acts re uire miti ation, then ou 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 orar T) re uired? B1 � P❑ T Bridge Little River � Nos 15262 7889 B2 � P❑ T Utilities Little River � NaS 0 3466 B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 15262 11355 6i. Comments: 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 longer than the existing bridge; the proposed bridge will be at approximately the same grade as the existing structure 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT will adhere to a February 15-June 15 in-water work moratorium for anadromous fish; top-down construction and Design Standards in Sensitive Waters will be implemented; an off-site detour and an on-site (utilizing the new bridge during phased contraction) will be used. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 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: Jeffery's Warehouse Type: Riparian 3b. Credits Purchased (attach receipt and letter) Wetland Quantity : 0.15 ac. Restoration 3c. Comments: See Attached 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0 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 ❑ 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 1 a. 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 no, explain why. � Yes ❑ No Comments: 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 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: A Categorical Exclusion was completed March 14, 2013 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 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes 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. Endang�red 5pecies and Designated Critical Habitat (Corps Requirement) 5a. Will this project ��cur in or near an area wi#h iederally {�rQfected species ar �,�� ❑�� habiiat� 5b. Fiave you check�d wi#h the USFWS concerr�ing Endartgered Species ac# � Y�s � Na impacts? � j] I�afeigi� 5c. If yes, �indicate tFre USFWS Fiefd Qffi�e you have confacted. ❑ Asheuifl� 5d. What data saurces did you use to determi�e whether your site would impa�4 �ndangered Species or �esignated Critical Habitat? IJSFWS County 5ife, hIC Na#ural H�ritage site, NCDO7 fielci s�rveys fi. Essentiaf Fish Habitat {Corps Requirementy 6a. Will th�s project occur in or n�ar �n area designated as essentia! fish habktai? ❑ Yes � N� 6b. What da#a sources did you use ta determine wh�ther y4ur site would impa�t Essential Fish Habitat? hJMFS County Index 7. F�istoric or Prehistorie Cr�ltural RssourcQS (Cnrps Requ�r�m�nt} 7a. Will this project occ�r in or near an area that the state, f�deral or tribal governments have desa�nated as having historic or cuP#ural preservatior� 0 Yes � No stat�as (e.g., �latia�al Histord� Trust designatic�n or properties significant in Narih Garolina histary and �rchaeology}? 7b. What data sources did yau use ta determine whether yaur site wauld impaet historie or archealogical resources? NEPA Docurnentafion 8. Flood �one Qesignation {Carps Requirernent} 8a. Will #his praject Qccur in a FEMA-designateci 10[l-year floodplain? � Yes ❑�o 8b. li yes, €xplain haw prajeGt meets FEMA requirements: NCDOT �iydraul�cs Unit coordinaiion w�th F�MA 8c. Vllhat sour�e(s} did you �ase to make the floodpl�in determinatian? FEMA Maps Ric��arc� W. �Iancock. PE .�_ � �� JI � � � ,`�ApplicantlA�ent's Print�d Name p,pplicantlRgent's Sig a re Date (AgenYs signature is +ralid s�nly if an authoriza4ian letter fram the applicant is rovided.� 11 Jeffrey's Warehouse Mitigation Site ONEID 096-003 The Jeffrey's Warehouse Mitigation Site is located in Wayne County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 93.16 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-1030AA. Monitoring requirements were performed from 2007 to 2011 and the site was closed out in 2012. Table 1 shows the final mitigation quantities approved far the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020201. Tables 2-6 indicate all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable impacts affiliated with TIP I-3318BB, the Jeffery's Warehouse Mitigation Site will be debited 0.15 acres of Riparian Wetland Restoration. Table L Mitigation Quantities Approved Mitigation Type Debit Amount Starting Notes Amount 3020201 Non Riparian Wetland IRestoration 3020201 Riparian Wetland Preservation 3020201 Riparian Wetland Restoration 3020201 Stream Restoration 3020201 �Buffer Restoration 16.23 12.36 3.66 3731 316507 Table 2. Mitigation Debits — Non Riparian Wetlands Mitigation Type Non Riparian Restoration Non Riparian Restoration Non Riparian Restoration Debit � Amount Status 2.76 Close YOut 0.92 Close Out 1.96 Close Out Site TIP II Action ID# II Notes R-2719A B-4304 R-2814A&B 2008-02460 2004-20510 2008-01316 Table 3. Mitigation Debits — Riparian Wetland Preservation Mitigation Type Debit Amount Status Site TIP Action ID# Notes Riparian Wetland 3.05 Close Out R- 2008-01316 Preservation I I2814A&B I � Riparian Wetland 8.61 Close Out R-2554A 2008-00252 Preservation Table 4. Mitigation Debits — Riparian Wetland Restoration Mitigation Type Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Riparian Wetland Restoration Debit Amount II Status u Site TIP u Action ID# 2.49�CIose Out�R-2814A&B 2008-01316 0.211CIose OutIR-2554A 0.221CIose OutIB-4659 0.15�CIose Out�l-3318B6 IProposed Debit Table 5. Mitigation Debits — Stream Restoration Mitigation Type Stream Restoration Stream Restoration Stream Restoration Stream Restoration Stream Restoration Stream Restoration Debit Status Amount 452 Close Out 61 Close Out 25 Close Out 279 Close Out 174 Close Out 20 Close Out Site TIP Action ID# B-3528 2008-00153 226ft@2:1 �U-4011 �2005-20914 U-3344A 12003-20445 EB-4993 12011-00602 R-3825a 12011-01695 I-5311/I- 2013-00068 5338 Notes 1 �tio � Notes Table 6. Mitigation Debits — Non-Riparian Wetland Restoration I Mitigation Type Debit Amount Status Site TIP Buffer Restoration 38648 Close Out B-4300 Buffer Restoration 161453 Close Out R-2719A Buffer Restoration 3653 Close Out B-4304 Buffer Restoration 16398 Close Out B-4592 Buffer Restoration 24458 Close Out U-4703 Buffer Restoration 45558 Close Out U-3344A Buffer Restoration 11393 Close Out Div Proj. SR 1340 Buffer Restoration 2199 Close Out DIV Proj SR1204 Buffer Restoration� 3861ICIose Out�l-5311/15338 Action ID# II Notes 2004-20705 2008-02460 2004-20510 2008-02056 2005-20126 2003-20445 2010-00420 No action ID due to a non- reporting NWP14 2013-00068 ��`�� 93Y O� �, �r � �'fi, �:i�'� £ �� ,r �� ''�� , r u �+ y °: k 7 �� Ci J E P n � ` 4 s } ° � � '" =)�. l ' 'dy�F+CI� "'="a..��r.� —�W..:_�-- �_J�fli�� 9�f�;� ��t��;�� t��c� ��1c��°��° Il. I'IS11 r'��El} ��1i.17C 1€ I �l::l�'4�'I['`{:; Ik��lti��h I'ie1�1 tilfiev f`n��d ()l�lice f3cr� 3 y'1:?G I�'rll4'IE!.Il. �'�C�9�iIl {'ili'f7llil;�E :!"ICi'i(i-s'1 r[� C�L;i�%C]' � �. �o i � I2icl�ard W. 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Micl�a�zx's s�ti�iac �(12I�u,s rnic°la�ruxri). The�e cotatr3i�.tits ar� �rovicl�:cl in ��ccorcl.�nce witl} S�:cti�n 7 ofthe Girc�<zil�e��e.cj S��icie5 t�cf (�Sll,} r�C 1�)73, as =�»�c:ncir�l (1 G�).S.C. I53 ]-1543}. Ac�c}�'dir��; tn t��fo��i��aticrt� ��i'ovi�ied, ri��;issel sut�veys 4v��•�; c�nductcrl ttt thc ��i°ojc�t site r�f� 11p�'il !�, 201�4 a��ci �ie�usl2��, 2()7 l. "I`lie sLi�'veys extci�elc�i l UU i�neYers u�sii•eG�n� anc3 ��()0 z»etez:s CIC?W17S[l'L�1117 ilI I-�5. �CIII]Ci` t)F �I1C f C(�C['ill�Y IlSiBil 4[7G'C105 WiiS �4l1ill{�, Gir�El t��r�il�t c�u��ily �c�r• tl�c; �LVU S]7(;CiCS FV4]S 11i?� i)��i]171i1� LiU(: i[) 11115L�1�i1C: SLI�iStl'ill[;`�. 7t1 �l(}f�1SllE'VG1°:�. L711��' ii SIl)�i�� I1t1tIll)L'C i?'I� ce�m�nc}ra r�1��ssel s�tic;ci�.s w�rc' (7f7S1'FVC.(I. I'1i�I1[Dli��"l f�1C '1'tic° itivcr S��inyt�aus��.l l��s l�ec;aa ��hse�'vc;cl aY��•cyxi��rately fi.7S �t�ifGS ►��sti•er��i �n�l tla� d�v�u�l'w�e�l�c;rr��:iy5e:l l�as t3eefi obsei'vec� GG��a��cs;:im�ite:ly 5.:5 rr�i�es �.��s1r��.s�r��, tl�r: 1��i�il�t ��,�itt�izl ll�is ��c.��-tic�n o[�ilie L.itCle Rivcr <��eE��•a tic�;raciLd c�«e tc� tl�e coiati��trin� ��eac�,p��sl��zcn[ aC'lhe riwcr� tc� ��e�vflUw �Uix�lit.i�zas sin4e tl��; 1(){)ti r�.��ov�tl ��'tl3e I,s�w�ll �VIilI l)�r�x aa��t't�xi�nately U.�iS ai7ile tiE��vr�str�a�n. r�i�lSCC� O31 111C il7ll5SC� Stll'VL'•V CC:i�f�[S tiili� I.�i�]!-L`t' 2lVtlljfL�7�i: IiTC�C7P[T]�lll(71�, l��(; SC.1`V1C%L' CC�il(:Ui'S �„i+IGII yc�zid� �:oa�clusic�n tl�•a[ tl�e I�rc�F�c�sGC� l��id��; re�lexcc;i��cnts ��x�sy t:ii�ic:ct, k��[ arc, r�i�t lil�el}� tc► aa�e��scly �rf'f�ct tljc c1��arl' �vecf�ei�i��st�l 4u�d 'i�t�o� lti�e�� s��inyr��ti.ESSeI. r�irllrc��r��n��e, tive conc��• tilat t}ie ��rc�jec•,l kvill 17�.ive iic� eI�I�,�l t�ri l�ic fcdceall�� e:ntlart�;cre� i�c,d-eaehncl�d ��+�ad�etkei� �tnci Mi�:h�lt�x'� s�dmac. Wc he;iicve tl��t [he ��ec�«ie�i;i7ienCs of�Seclint� 7(a}��) c�t tl�e L4�1 h�tve l��;en sat�siiec�. Vdc: remir�d ��o�a tl��t. ol�li�;�ttini�s ui�clei� ;�eciioai i c�r��ult4itic�a� m�isk be re��iis'r�lcrccl if: (1) nc`v it�f°os•naatic�n 3•eveals i��}acis of this idcg7titie�l �tctian th��t i��tay t�ffucf list�d speci�s �.r critical l��il�it�kt in � tnai�ncr rlot ��•ewiotisly ��nsidered in illis t-e�iew; {2} tliis aciior� is sLi�secluentiy modified in a manner that was not considered in this review; or (3) a new species is listed or critical habitat determined that may be affected by this identified action. 1'he Seivice appreciates the opportunity to review tllis project. If you have any questions regarding our response, ple;ase coiltact Mr. Gary Jordan at (919) 856-4520 (Ext. 32). Sincerely, � � � jtr� �L�.,�n� ��'� Pctc; Benjlmin t° l�ielcl St.i ervisor P �lectror�ic copy: 1'om Steffens, U�A(;I:�,, ��'ashiiibton, NC Travis Wilson, NCWRC',, Creedmc:>or, NC' Ron L,ucas, FHWA, Raleigh, NC Cliris Manley, NCDO'I', Ralei�li, NC Hi�;h'��✓'r�y North Carolina Department of Transportation � QG`°, Storr�n�vater �=�� ,,,,,�,,,.,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN �`" ,h: „ (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 34182.1.4 TIP No.: I-3318BB County(ies): Johnston Page 1 of 2 General Project Information WBS Element: 34182.1.4 TIP Number: I-3318BB Project Type: Bridge Replacement Date: 6/22/2015 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: Christopher R. Lewis, PE Address: NCDOT Hydraulics Address: NCDOT Hydraulics 1020 Birch Ridge Rd. 1020 Birch Ridge Rd. Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919-707-6707 Phone: 919) 707-6700 Email: patkinson@ncdot.gov Email: crlewis2@ncdot.gov Cit /Town: Bagle County ies : Johnston River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.421 MI Surrounding Land Use: Urban Proposed Project Existing Site Pro'ect Built-Upon Area ac. 7.4 ac. 5.0 ac. Typical Cross Section Description: Four lane divided highway with 22' grassed median. 4' interior paved shoulder, two 12' Four lane divided highway with 24' grassed median. 3' interior paved shoulder, two 12' travel lanes, 34' and 42' exterior paved shoulder width. travel lanes, 9' and 15' exterior paved shoulder width. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 40900 Year: 2035 Existing: 34640 Year: 2015 General Project Narrative: The bridge replacement of Johnston County structures 114 and 116 over Little River on I-95 is governed by Neuse River Buffer Rules. The existing structures have a total (Description of Minimization of Water length of 237' and the proposed structure will have total length of 270'. The final proposed structure does not require deck drains. There will be an onsite detour which will be Quality Impacts) left in place as part of the final structure for future widening purposes. The detour structures required the use of deck drains to maintain the spread of water into the travel lanes. The temporary deck drains will be 6" diameter drains on 10' centers from -L- Sta. 23+69 to 24+29 Lt. , from -L- Sta. 25+18 to 26+28 Lt., from -L- Sta. 23+07 to 24+27 Rt., and from -L- Sta. 25+17 to 25+67 Rt. We have called for the deck drains to be filled in upon completion of project. Grass swales are being utilized to treat all runoff and promote infiltration prior to entering the the buffers. All swales treat the entire drainage area coming to the swale, not just the impervious area. Check dams were required to meet swale criteria for velocity when analyzing the entire drainage area. During construction the median shoulders require additional pavement for traffic control. Due to constructability issues, this widening in the median will be left in place upon completion of the project. The division has maintenance concerns with the median ditches and therefore will line the ditches with stone to prevent grass growth. This additional impervious area has been accounted for in the grass swale treatment even though no additional travel lanes will be added. Waterbody Information Surface Water Body (1): Little River NCDWR Stream Index No.: 27-57-(8.5)b NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: fecal coliform Threatened/Endangered Species? No Comments: N/A NRTR Stream ID: Little River Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? 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��,�T North Carolina Department of Transportation �tc)t��ll�vv��+�`T Hi hwa Stormwater Pro ram -�. � 9 Y 9 STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 34182.1.4 TIP No.: I-3318BB County(ies): Johnston Page 2 of 1 Swales Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet Station & Coordinates (Road and Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Non Road Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 4 -NB- Sta. 11+66 Rt. (1)Little River 3.0 4.0 3.0 1.6 163 404 0.96% 3.9 2.0 5.0 2.1 No Yes 35.5685502°, -078.1656137° 5 -NB- Sta. 16+14 Rt. (1)Little River 3.0 4.0 3.0 1.7 165 336 120% 35.5689781°, -078.1641905° 10.0 1.7 14.0 1.8 Yes Yes 5 -NB- Sta. 17+48 Rt. (1)Little River 3.0 4.0 3.0 1.3 134 128 0.60% 35.5691315°, -078.1637802° 11.6 1.7 16.2 1.9 Yes Yes 5 -NB- 18+56 Rt. (1)Little River 3.0 4.0 3.0 1.0 104 102 0.60% 35.5691537°, -078.1637341° 12.8 1.8 17.9 1.9 Yes Yes 5 -NB- Sta. 19+64 Rt. (1)Little River 3.0 3.0 3.0 0.2 19 75 0.30% 35.5692849°, -078.1630688° 13.0 1.5 18.0 1.7 Yes Yes Additional Comments The grass swale velocities were found for the entire drainage area coming to the swale and therefore required check dams. Additional pavement is being left in place in the median upon completion of the project due to constructability and maintenance issues This additional pavement has been accounted for in areas where swales are present. Grass swales -NB-17+48 Rt. and -NB- 18+56 Rt. are in series with -NB- 19+64 Rt. The total recommended length for the swales in series is 257 ft. The length provide for the swales in series is 305 ft thus providing adequate treatment. The grass swale at -NB- 19+64 Rt. only treats the fill slope and no additional impervious area to treat. The impacts are allowable for bridges. � y _, 3i E c � � _ m� � � � M £4 � � m � � � o � � o � � o � � � d � e � � � o z .� � � ��o w �� I�� w �s„� w �� —�a ��z .�>�� 6 FAL9V) Y-OfAffl� O T�� a 2 tAE4U1 .��-AU)4f3 ul Ed�� ., � V W O QC � � � �O � �o 0 V � � � V � � O V See Sh��et 1-A f��or Index of Sr�eets See Sheet 9-B For Conventlonal Symbols BEGIN TIP PROJECT I-3318BB —L— 15 + 75.00 TO S E LMA � BEGIN CONSTRUCTION -L- 9 + 85.00 �� %�5�� I� ��YS JOHI�ST01� CO U1�TY LOCATION: REPLACE BRIDGES 114 £� 116 OVER THE LITTLE RIVER 011t I-95 TYPE OF WORK GRADING, PAVING, RESURFACI11tG, DRAl1VAGE AND STR UCTURES T2 E PROIECT REFERENCE NO. �� I-3318BB PROI. NO. . w. PROI. NO. 34182.1.4 IMS-095-2 119' 34182.3.FS3 IMS-095-2(179' 34182.3.FSU3 � IMS-095-2(119; � EscRIPT1oN P.E. UTILITIES PERMIT DRAWING SHEET 1 OF 10 / � o� �� _�� z� WETLAND AND SURFACE WATER IMPACTS PERMIT � � �� I ��`l,p.o II �� I� _ � I-95 -L- � � I � ��Q�• I� �� !i � ' SITE 1 THIS IS A CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 `ItIT�� i� PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2015 = 34640 ADT 2035 = 40900 DHV = 12 % D = 55 % T = 29 % * V = 70 MPH *(TfST = 23%+DUAL = b%) FUNC CLASS=INTERSTATE STATEWIDE TIER PROJECT LENGTH IN BRIDGE -L- 23+31.62 -SBRP,4 -NB-\ DETOUR LENGTH OF ROADWAY TIP PROJECT I-331866 = 0.369 MI LENGTH OF STRUCTURE TIP PROJECT I-33186B = 0.052 MI TOTAL LENGTH OF TIP PROJECT I-331866 = 0.421 MI � � � ,� ��,�% , END TIP PROJECT I-3318BB —L— 38+00.00 � L- I-95 Y e (Si.�340) SITE OLD ,ItfYER f�QAD Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 20/2 STANDARD SPECIFICAT70NS RIGHT OF WAY DATE: RO_N E, McCOLLUM,. PE J U N E 24 ��L O� 4 PROJECT ENGINEER LETTING DATE: TATIA L. WHITE, P.E. NOVEMBER 17. 2015 PROJECT DESIGN ENGlNEER TO� �� HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. 1�ff8�1LdA��NA]f��Y' �Il.AN� DO NOT L�SE FOR CONSTRUCTTON Z Z °� o o� � O �� °� o o � c� a a � ° °z w a �J w � � U ❑0 Z ZZ� aa LL �^� aV � �a 3 Z� V OZ 0 �� z z� °o o � o� � Na a +U U o� � �J N HK Q NQ I 0 Z �m a am � �� V ?a Q �V � 0� w _LL � i Z LL � N Q U � �� Z U w Z� � Q � 0 ' w u OZ Q O m� w � � Zo a3 o ao 3Oa �o O� N W f F� � OO �� z a � �1 �N � K (7 W � Q z? 3 � � N� O} V O W K F � N w� a � � o o Z �. a� � ° � H N W F- ~ Z � LLo 3 � � p� a � p N � W LL ~W � O W o� � � a o ¢ °� o � o °z o ao �o o °o N a � a Z Z ZZ 0 0 00 w w ww � �3�� ~�� I N I � Q y � N �(1 a avS� °�o s i o o� � � � � � � � � � � z �o �,� � �� r W w � w W � O O O =i� � � aL r N � J � V..� Z J _ 'V ,Q � e' � � � �r. w • \ � � � \ � E i i i II I � i -LRPA- -LRPD- -r- Pl Sto 13+37J9 Pl S►o 12+3/26 Pl Sto 13+3223 �= 30' 32' 0%4 fRTI p= 3E 33' 502 fLT1 0=/0' 23' 09.4' (LTI D= 5' 58' 053 p= g �� 06,q� D= 229' 28A' L= 5/1.60' L= 446J1' L= 4/692' T= 262A3' T= 23/26' T= 209A3' R= 960A0' R= 700.A0' R= 2.30bA0' SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS RO = SEE PLANS Rp = SEE PLANS RO = SEE PLANS BEGIN A -L- STA.: SKETCH OF BRIDGE IN RELATION TO ROADWAY (NOT TO SCALE) � DENOTES FILL IN WETLAND * '" � �► DENOTES MECHANIZED � '� '� CLEARING � s e s �JCC JfICCI 4 rVIC ENLARGEMENT) T DENOTES TEMPORARY FILL IN WETLAND So� o� So� ioo� iso� cRAPH�c scA�� 0 N �\� � ��'7 O 2 O CRYSTAL AND DUSTY Tq,ER OB 20�0 PG 93� PROJECT REFERENCE NO. 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N ��1:� I —3318BB X-35 � 1 0 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 P R I WIN °.° �, �_ H E F 10 0. 25 - � i 15 .20 � -- � 3:7 VPR.� 0(.041 0. 41 3.� 139 84 � � — — — — — _. , , _ -_ __ _ _ _ -. ��I + 9.�Q - - _ _ _-- - � o.o — — - 0 025 - - � — — — + . ---- i .� — — — _ 14 _99 �� — .. _. _ — � � — — � .86• 4:1 I 0 041 0. 1 138�87 — — — LE RI G LI IT W T N S o. 0. 25 — ,� — — � . � TA 1 8 .74 14 .96 — � � _ 0 026 0.025 I \ 137 89 — - NB STA 37 + b.l b 0.0 0 0.03 � 3.� � I 3, � ST 15 38.0 �.—�—� 3� � — — � — — �,,��;;'I� I 736 � — _ . �4� �' �.�� NB - Sg ST 30 65.4 STA 30+ 3.64 I � �' .030 — �, — � � � 3 STA 14+ 6.24 � �� 14 .8 � � � � � - � � - , 26 .028 ? — — °�, i �� 33� + 0.�00 � � �� 7 �� L ��, — ��, 1 0 1 0 1 0 1 0 1 � 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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 23+44 To 23+90 -L- < 0.01 < 0.01 1 24+26 To 24+86 -L- 0.02 0.02 1 25+03 To 25+48-L- < 0.01 0.01 0.01 1 26+06 To 27+32 -L- 0.02 0.02 2 15+73 To 16+82 -Y- 0.04 0.02 TOTALS*: 0.06 0.04 0.09 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 � s _� � � � c � � _ m� � � � M £4 � � m � � � o � � o � � o � � � d � e � � � o z .� � � ��o w �� I�� w �s„� w �� —�a ��z .�>�� 6 FAL9V) Y-OfAffl� O T�� a 2 tAE4U1 .��-AU)4f3 ul Ed�� .. � V W O QC � � � � � 0 V � � � V � � O V See Sh��et 1-A f��or Index of Sr�eets See Sheet 9-B For Conventlonal Symbols BEGIN TIP PROJECT I-3318BB —L— 15 + 75.00 TO S E LMA � BEGIN CONSTRUCTION -L- 9 + 85.00 �� %�5�� I� ��YS JOHI�ST01� CO U1�TY LOCATION: REPLACE BRIDGES 114 £� 116 OVER THE LITTLE RIVER 011t I-95 TYPE OF WORK GRADING, PAVING, RESURFACI11tG, DRAl1VAGE AND STR UCTURES BUFFER IMPACTS PERMIT SITE 1 � � �� I ��`l,p.o II �� I� _ � I-95 -L- — �� --- I, � I � ��Q� � ii l �� i \ / S ITE 2 THIS IS A CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 `ItIT�� — PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2015 = 34640 ADT 2035 = 40900 DHV = 12 % D = 55 % T = 29 % * V = 70 MPH *(TfST = 23%+DUAL = b%) FUNC CLASS=INTERSTATE STATEWIDE TIER PROJECT LENGTH IN \BRIDGE -L- 23+31.62 -SBRP,4 -N B- DETOU LENGTH OF ROADWAY TIP PROJECT I-331866 = 0.369 MI LENGTH OF STRUCTURE TIP PROJECT I-33186B = 0.052 MI TOTAL LENGTH OF TIP PROJECT I-331866 = 0.421 MI � � � t� � .;�� T2 E PROIECT REFERENCE NO. �� I-3318BB PROI. NO. . w. PROI. NO. 34182.1.4 IMS-095-2 119' 34182.3.FS3 IMS-095-2(179' 34182.3.FSU3 � IMS-095-2(119; � EscRIPT1oN P.E. UTILITIES BUFFER DRAWING SHEET 1 OF 4 / � o� �� _�� z� END TIP PROJECT I-3318BB —L— 38+00.00 � L- I-95 -Y e (SR .�3:40) O:LD. •,RfVER f�QAD Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 20/2 STANDARD SPECIFICAT70NS RIGHT OF WAY DATE: RO_N E, McCOLLUM,. PE J U N E 24 ��L O� 4 PROJECT ENGINEER LETTING DATE: TATIA L. WHITE, P.E. NOVEMBER 17. 2015 PROJECT DESIGN ENGlNEER TO� HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. 1�ff8�1LdA��NA]f��Y' �Il.AN� DO NOT L�SE FOR CONSTRUCTTON � DETAIL A DETAIL E - - - � DETAIL O SPECIAL CUT BASE SWALE STANDARD GRASSED SWALE wRSRM BEG �NOiia s«ial . e�o s�iel . — � TRAVEZOIOniGxassED SwAie -L- �ir�. ��rvi.o� -�- �ir�. to*vv.�o RNJ $HEET NO. .mocK cnecK onn+ � Fi�� ROADWAY DESIGN HYDRAULICS �Hmms� Ha ��_ r�m Na��i F D 'i�cF Graund 3�� { p �� SLOPE v�e' �» P°��e siap� t� SBG $BG ENGINEER ENGINEER q�aCKx pw�rtv rb" oF rx[[eonxo e� I ° I I �_, N � � Min. D VAR. L° I�� O > O Z Z FL .> � I � ucucxourvo uuE B=3 FT. r�� -' Min.o=1.5 Fi. O I �-1�1� ..: O �o � ^, O3 � -BPSF � - EVpf�o� -NB- STA.16+14 TO 17+64 RT. PLAN VIEW a_5 �. N�N � � N � ' �=i5 Fr. ' Y I U o� � ��F•nn��E�� -��•� DETAIL J 4'PS A'PS � 1P�o No�r��No �co srn�cT�o N� 0 SPECIAL LATERAL BASE SWALE � °�� PROFILE �NOrro s�ie) 4' PS 4' PS o� � .,ss e aiv �r � c� � o ' J O�- a uuo �EEelonvo �o-ra EvErvr �c� Ground . >� o< � Sil�lPe - PSRM M �'J � � � � � aQ Q iva.ic , l sT�Rm Fo p F�o��e� PROFlIE VIEW �� H Q I Pf � Min. D=VAR. fND OF PROPOSfD �11 p N �' ��T�� GRA�E B U F F E R D RAW I N G �J v' '.o B=3 �. SBG ° SBG O � � U � � � ' Pro . dilch — { W f"- � Noturol � Z -NB- STA. 9 F 64 TO 16 �i� 14 RT. �ode ��' A Za Z� 7YPICAL SECTION °_� _�� psRM W,�, BEGIN BRIDGE END APPR. SLAB �� S H E ET 2 O F "F Q LL „orE, DETAIL D rucK nu sioes -L- STA. 23+31.62 -L- STA. 26+28.31 �� oo Ho� use wso LATERAL BASE SWALE � W �I co.Pa.<.NA�.a`�� i�o��o s�oie� -Na- srn �9-sa ro iv+e� aT SKETCH OF BRIDGE IN RELATION TO ROADWAY y DDE-10 CY, PSRM-86 SY aQ g o�wH.a��M „�K .o>oF,�e .."E �,o�i f (NOT TO SCALE) M und 3.1 3� mf sltvnrio�: ns rHE ,� 'I Z u � sioae �✓ OZ N�sin.tt�3s RT B M D:..1.5 FT. , .S , > 4,� � p ,,«>6 Rr � e a Fr. lA 1 � � �� / � ? KENNETFI P.ETMERIDCE b 5 FT � � � � � � � oz � ,�,� ,�, � � J �� EN �� GRADE -L- STA. 29 +30.00 � ` oO � -NB- STA 17164 TO 18+56 RT.,DDE-215 CY KE�Y PROPERTIES.LLC. �. o� � -NB- STA.,9:,4 To ,9 � 64 RT., ooE=�z �Y oe zsez ac e�e ? ) i"� B IN OVERLAY -L- STA. 29 + 30.0 i +U V -58- STA.17+33 TO 18+33 L7., DDE=85 CY � y � ) .� r,,,5 N � � � 1 �� ,�� NORMAN L. RICNARDSON '� Q � � OB 37i0 PG 358 � I O � � �� EXISTING T PR CTION 'e , -� 0"� O � m Q � � \� � � Wi � fROM DET UR _ _ _ _ - - _ - W00�5 / ~ ./ � 3 WOO�S � / � NL — —W18� _ a � .� / �/� �m � \� � S F a � � \ LIF1 / — 6- '� y' � � .`� -`r / /� Y � J � �\ �E Q STATION � � -ti' . '� ` � � s l . 55 EnSEME W �z i� � �- � V( X—x `� `�� e eiP anv � �uNKNOwwr�sizE AN ,v E EM RY � � � f� s— RY ��ILL zo ur�� ?Q � W �� c� � cJ i� sr., roN � , r � PF STAKF � Y . 1°�,¢ 2. \\ � � � 'UE-� � . `�`UE � PUE - �� PUE P PUE P PU " I� � � � ¢w w � � V p w ��„ �" Cl / R 4 WW F t�1 E � \_ � . - - - 48" WVJ FE � � W �y T z p� � � a � � �L � . 4 WO 3�1 —�' � _ � E - - - '� 16 I � �ru � �T,�vT�i- .� � .r,� � �w / � t . { W N W w w i , ^ \ � - � _ _ _ - - - - - -__ � . . _, v / - _ - - - \y V I = � 2y- 2 --E � i i � �55 Z LL� 0 N \_ _ _ `=. _` _� - - OLE ,�� w..- �'�, .�� 1 __ -E�_ �- LNI ��~ra'1�F� i. _ �-`u"v�`�sW— ExsTrvc i - - - - �Y��F �/� O=Q V w W .._ __ J ~ ��{ ..� �� F� � V! � � / _ � '1 w ~ w Z V W o �9" R�% � FS F {' � L. �/� / �B�R(P / � O� � � y' � / .� __� � — AP � } /� .il��'Z � WOODS f4� C II W w iy `o �\� �./j" `^�� ) CTUR�R� L`� F CONVEkTJB W00�5 C W w 4 Z Q O ?\�� o '�W�4�✓-y, n�� - l.. � �� C � '� Y ITEMJ � PE 8-77 � TO TB-2Gi _ � _ � _ � ��2 - � - ♦ A \ 8:1 v J mZ Q r O a �� _ Z, L / � ILL�IN�fEMPORARY _. -. __ . -� �2GI �/ � DECf1-DRAINS ��[ E�/V��`�O^�R�RY� 4'- ? �o � �— � Y �O� � YYORR �1LI� A I � 78 WELDED"�„�TEi� � Q - C% � C%a� fiC-i � O Q O p o O __ J — _ _ __ i MiY` a �= „�,`..,.,�,,. � � / / i 'J o e � `� rv , ' TRE@LCH4ESi INSiAhL 0 3 Z � o H H ----- � -- — -- ----- o� � � � � � — -- rn.5• a ZONE 2 — - - - ------ i ; , ��;� -- =��-��-- —_____ �p _ _ . . �z= �- � � O _� � Z N + � -- — r-�s se zs esr � ALLOWAB _ ( M i � _ � " --- �7 �o a Q d — -- — --- z � A - --- --- --- -- �°' � h� 1` F 18" RCP-IV GI-� ATTENUATOR �� R - �'=N' (�w v O �� ' -- '�� - _ RAIN 3 - ATTENUATOR EXISTIW FS O w Z Z Z � -- _ � 3 � • � 18" WEIDED STE M N � V o � N 1-95 NB 2.��gsr ----- �%� �I � ZONE 2 � o TRENCHLE55 INS�L II `-' wQo � � i� X � } � o � �, � � ALLOWAB � �„ Q i�� _ LE � n IMiN wnu THicK o.ss°� z � v� � � � � � � / / � i ------ ---_— . iy w a+ pN_ —__— — i ii' 1 -'--- -- ' -- � / �� _ � o o z a , ------ _T P � C � ,,-� � �rNw�'-r,'� �w N� F- a� d �� I 3 V� SPECIAL CUT 3' BASE 5 AlE �^'� ��y=�y:" �'-� �OI( �CW� . J W�,t��l . .. . TO TB-2G1 ,/� p . Z 3 SEE DE IL A W R� 6f��.11.7E II TB-2GI �� ' Y1[ IR TP � �- v' wF, F Z I J 8:1 W Z TB-2GI _ TB-2GI _ �__i TB-2GI TB-2GI LL Q 3 J i I _ --_ . DE K DRAI 5 O� Q �� -SPECIAL LATERAL 3' BASE SWALE � GRA 350FTL-3 C EL --yyq� GS C TY �ir��. 77�w -' 300'TAPER RIGH -"�� __C_ — J W SEE DETAIL 1 \ STANDARD GRASSED � 1' � O W CL B RIP P HW SWALE W/PSRM � F � I _� J � LL � C \ SEE DETAIL E � S SfRUCTURE ` - - � - � � � � ��`` `"i��s'?��?s- - � I- w � � w Z — _ _ _ � I � : / � J� 1{1 � � � � 4�r'-vw�,�i�-i,�. - _ . {� �Q d � � � � � � �1 / . . ��,{�� '-�,._._--c�.rsrm�carw, i .:: _ , i -d8'=W W- J 1= �Hi� � I � � - / JJ7'J ' l , c C� C f�- L p � GRASS SWALE DATA , - y Q � H � DA-1.65 ACRE$ E � � BIL BOAR� S . � p�, � .� / '-�� k�- �-F y� - — - — - -� � 7� Q ? Q � LLOQ.-�165�FT. X 48" WW & 256W ' / / � � - - /ti; � '� ` � � . � - �� - �i J L PRO -336 FT. �- - - q5 q8" FENC j PDE d8" WW FENCE � Q2=10 CFS Tc=53 MIN [' � ' � � � � � Z Z Z L � V2 1.7 FPS ' RD WAl'F.R �i � / / \ � -� � / � _ _ _ �� _ o Z o �- oz-,.o FT. , , �'. , _ � � � TEMPORARY � � � � — — —�; V � � a � 4�o=ta cFS ,� a e ei w' r� � /,�r -� � �'�� woaos �� F W W '� w I V70 1.6 FPS �� LATERAL 3' BASE SWALE � � y� �� /� � / WORK PAD 0s '�' �' R � W � � D10=1.1 FT. �v ry , y� o Q E SEE DETAIL D m r' -� �/ � � �� I NB STA. 12+66 TO 16+14 R— W � LATERAL 3 �� / � N �' � � � iCFJ.H��((,D1iCM5 Y�D ROCK CK DA BASE SWALE �; / f/ m /� � UE�IPUE �� PUE � � �� a EFF�]1ViSLOPE= .003 FT�F SEE DETAIL D �� J � SERVICE °OLE � / SEE DET � O Pp / / J / � �� / ' � i � � c�i I � � � � j e 5 "' /' � / I ° v� ,n = / _ Q � � I ' aaaN� H�'u � �w � , ;,' ' � �� , ��E PO RY FILL � � � ' k' �-X_�� sa � g m GRA55 SWAIE DATA ZO�E � � �� OPE S AKE � � � i 1 XI GRASS SWALE DATA .� i O � O o � y DA 1.34 ACRES DA 1 04 ACRES � I � y� �� I / �"� � � SLOPE-0006 SLOPE 0.006 � � ALLOWABI� '� '� ' ' I M L REQ.-134 FT. W L REQ. 104 FT. { � � y � .-, I �- INTERSTATE OUT6'OOR INC. � I L PRO -102 FT. I �' S � � eRO.-izs Fr. qz iz a cFS /� J � x � � OB � PG �5S � � E Q� 1� 6F SFS Tc-53MIN. V2 1.8 FPS ` L C r � � -Y � l � � � D2 1.0 FT. D2 1.1 FT. J J� C 1 s - �. � 3 Q10 162 CFS Q10=1Z9 CFS �� 1 � � � � O V10 1.9 FPS V10 1.9 FPS WOO�S � � O � � �. � i � � i \ � S � � o,0=,.3 �. f� osvro a�oEa � - �, o o,o-,.� FT 2 � , � - N B- S T A. 1 6+ 1 4 T O 1 7- 4 8 R T. NB- STA.17 i 48 TO 18i�56 RT. OB 2T�1 PG �2� '� Y � � � � CHECK DAMS USED CHECK �7A 5 USED � -�- <2 E EFFECTIVE SL6PE�0.003 FTiFT r'� � , C _ EFFECTIVE SLOPE-0.003 FTFT v W WALTER POYIELL � .� � i � � � c o ` � �� P� � � � � O CRYSTAL AND DUSTY TOLER � � LT. w GRA55 SWALE DATA ` � � // 5 DB ZfHO PG 97� � W I �, -� DA=0.19 ACRE$ . O � � � SLOPE=0003 � z � E E �REa.=,9 FT. ,�,�,�,�,�,� ALLOWABLE IMPACTS ZONE 1 �,c� � � � eko =75 Fi. KENI�TN µ TAYLOR �0 42=13 CFS � � DB 228� PG 72� V2=1.5 FPS �� D2=1.3 FT ,y> � � (�10=18 CFS s> V10=1.7 FPS �� _ - �I � D10=1.5 FT. �, -- � -"g_ 5T" ,9"' To ,9re9 RT �\\\\\\ ALLOWABLE IMPACTS ZONE 2 FOR -L- PROFILE SEE SHEET 7 r� � � __ __ , so� o� 50� ioo� iso� �� o�� FOR -LRPA- PROFILE SEE SHEET 8 �� ' �,i i i cRaPHic sca�E FOR -LRPD- PROFILE SEE SHEET 8 �� E � � FOR TEMP. SHORING SEE SHEET 2B-1( BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ftZ) (ftZ) (ftz) (ftz) (ftZ) (ft2) 1 3 90' PCG -L- STA. 22+75 TO X 9429 4595 14024 -L- STA. 24+89 2 3 90' PCG -L- STA. 24+76 TO X 5833 3295 9127 -L- STA. 26+71 TOTAL: 15262 7889 23151 0 0 0 Rev.Jan 2009 � � � � � a � � � � � m m � w � � Q � 0 � 4 c � Q E L � � � U r ,� .� . ,� �1 ,. � � � � � � � � * ! � � � � � � BEG�N Ti'� PROJECT �33i8BB —L— 17+Cd0.00 + GRAPHIC SCAl� E5 5o z� scs ioo PiANS 50 �5 �f 50 1Q❑ �-i-rr� r.�i� �'R4FlL� �HC3RBl�N7ALj 0 rv sE�a �— SH�GT ND. U�1 U�2 THRi! UE-4 � � � �L li J �15� Ji � �1}' � JL � 'MJ � � � 7l / � � .4 J1 �� l �L�� t`1 �� l �� L(1C�T'IC]�: BRIDGE�' 114 �' 116 4I�'ER THE LIaTTLE .RI�'.E.R C7�14'` I-95 TYPE OF W'QRI�: ,RELaGAT�ID.24� 4F PO��YER � � f � ` `-�.. �iPp�4 li ..�� -�J'� -�.- . �.�__ � _==�- = ___- ---- .r—__ � , �' f I �-� ��q�Q. �� ii ` � � /� \ / INI.�E'X UF ShiEETS DE3CRIPTlCJN �.�J�i.� JS�"E� UTILI7'Y PEl4MIT` PLA14' SHEBTS GIN �RiDG� –L– �3+37,6� w � -5�- ��C -SBRPA- DEFC]l�R�//� � T.I.P, f+FU. SHE6T d�ip. I-331$BB UE--1 U#ility �ermit �ra�ring Sh�eet I of...�. �� cb ry0 �� END TIP PRC7,lECT i3318BB —�— 3� + 3U.a� D CaNSiItUC71�N � 37+�4.12 -L- I-45 %��'Y �_ � T� � –NB– — —� �ervu� ,l�j'� �–Y– �SR 234D� CaL❑ RIVER �t]AD �- 04,38_ U3`l.�'T'Y OWNERS +DN P,ROfE'CT {A) JOHNSTON CQU71rT'i' PUBLIC dITIL727ES (W.4TERj (Bj TOWN OP ICENLY PUBLfC WaRiCS (5`EWER) (C) DUICE ENERGY �PR�GR�SSS {P�WER) {Dj CENZ'URYL7I#ffC TSLEI'HONE 1�rC,[}Nt'[.��t'1�E; 4'GA.I��u iM'<4.-�qlv � .r..t;�.�4�sirr.!r' iett�t;lhfCt�l:ittl� I�r,hlv� wz�rve�r.��;�:�t�7k �zw:xra�ii;�rau FRB.PARED !N 77� OFF7CE OFr �rrvrsrQx o� �rr��tur�.� ys UTILITIES [TiYl'1' [ITILITIES BNGIN'&ERIh�G 73SS M,1IL 58R[i£%S CBlriBH R.lI.STGN' IrC I169A-1.fi.f FHOH& (4fA} 70i�690 � � PAX [919j 230-If51 Rvrer Wvnhinarcrn. P.S. UTiLl77,�8 S$CTlpH BNGI+Y88A c� B�,�er crnErrlas sgu,sn �a.an,eR r�o�xcr s,vcrxBSR Krivin Mamn [FT!l:TTISS PROJECT i395FGATER V n � �� w � �r, r � m m � r,? ;�: �: 5 �� n �� flI IV �i ti �evF,i � � ri �y REM�EiH P. ETFEkq�,E 08 fBpPA �� SITE 1 � � HANOC��ARiN� iN WETLAN� = 0,09 RCRE5 � FILL IN W�TLANO E fl.61 ACRES a ERGAVATION I�! W�7LAN6 E 6,01 A�RE5 r * �N i �` � 1 p � � i't7+ �gr} 1 ��i -id+€'l.'3i LT: E ,r q _� � `B.. ta. � �°- � p f3E.�60'i7. � a 2y� ��,�`�'---� � r ��, w6o05 . ' '�-��_ e,� ub �Q .rx� .� - � -��.. ` �� g a`P �L . ~ � � � '1 -� i ��. ,v rw�ceo ►xo �i�tiea �� .,f,PL6Wi�5lE FILL �I1�RIMCi � 'L� � QETOUiI C4NSTAUCiIOi•1 � � � .. .. .. .. . ' � _ _ � � — � C.A�IJ x�s• w� a f �BkL�Q4F1} � -� - � r. i p_ L � f .�sl S3A T� , / DSS�Q577�� Fi_ -- "" �J � r�`� �sf� r--__ � a � � Lr. w ti_+ � � r ,,, �� I I ��r y�� i � I + JS 58 yy' g�P +-ss x& `y ` - � �, � �� r � � � �, � �` � oeMOres H,��o � � , CLEARINO ., . .� , ti y. � � GftJO�TFS !%CAYATILSN � IN WfTlANO � � t � � � pC Wl7V.Np4 �N 1 �- � � � - � '� � � SITE 2 HANC7CL�AI�ING IN WETLANO = 0,06 ACRES FILL I�1 W�7LAN0 � p,0� AGRES EKCAVATIdN IM W@TI�AND � D,01 ACR�S , � � ` �f � i , � 1A + 1 � � � kEHLY PRQFERTES.LLC� �� ;�r.. ete x5s2 Pc s�a 1 tl, ! P � / � ! � �' �' _ • , �'� , � � �.�:��'s�"��'.�?��''��,,,'�r��'��./"��a!�'.#�'�tf�i!!�./�,��sar� � �' � .� � y ��:s'�'.,;�'�'��+�`l�r+�!" � ��' � �"' �:�1��'�,��.s , � "' � 11� ::��°��.�...�:��• — � r�,�,��.. .s � � � iiii" �C' � • 1 I• � , �. s � � ' iCFLi' ra,. �I �" _ ' -•-r� �� i . �r �� -- - ----- ��'v;�ai. ' � .1+. � - � 1�' ��ifl � rr,w�iST�i�� A��.��M:�i�� "�17 !!!'i��i•.••�,:-y gl...�� AHd�Liil1'b�l1 i�s/ i f/ �l1� � ��r��rm�rarnaex.sr�rnw u�� urra�s�rt�:�,� w�� ^r.�era��m � �- --�� - ---�eern�� gc•t°.��er�►t�alra�asa�� -- ��'`l�7ZY»w��i � i �i�i!4�� • •i. r : . � • { __ . _.�� _ � _ . _�_ - --�-�'»v'� 'ir�TKi',ll��'11l��01�►�5'��►� -1- - -os � � � r►LtEA PpxELL � l�B 209a v(i 5� xpOpS i!-3G1 1._.]C xoo-as � � .:+ J �' r �f q �. � , �� y � � � � .� � ..�� s � . au.�rm j a^oaivoo � uc-u NEI� PERMIT PLANS N{}TE ; ALL �ROPOSE�D UTILITY YV��iK SHQW�! ON THIS �0 SHE�T WI�L BE RC}NE 6Y �THERB. NO � PAYM�NT WIL� BE MAQE T�} THE CflfYTRACTOR FOR PR[7Pt�SE� UTILITY YYORK SH�}WN OiV 7HIS � SHEET, � ,� P��.r�,�r�aa� ��.ANs � �f� 4ti'dT USE �4R CO�iSTFlUC3"IOM �.� U#ifity �ermi# arawing ��'1�$��[Df° `; HtyR4eN L. RICkfR6SON ns aazo Pv a�s � +'000s ..�= z, — — — — 14��es� � f rg� � ��a;��. s€a 4i A � S � +r' � � $� f F COtJVE0.i �B wpp7S , � � TYPE: 77 t i0 T�4G! ��0 f—.� • . .. .. . . . �� i t�� ' p R p �� G7 4O� q�eJ � P NFCCIfnRf7...�.� �'— 3—T�-� �.� �� _—. �-£v.= 147.q' — --�� r �vr �c�a�r=w.�`�.��—� S- �-�- - — - - SF! lf.2 - � — � � ` � ` � ` � �o�i ^�,�w�; � � _ �— — � � � x. � � � � �a"",_,,!�,�,��' ^�'^- +a�P S � s � t PDE ea• ww ��ee � �' F � 1 � � .+� 1 - � � �E � � \ � S �E '�� BfG1N FENCE I \� wppp5 � S ' t+mv � h x 16'� 09' Rf, a g � � 1 I �, N m _ _ . � e� ^�' g � �. �. � � , .. 1 t aF �.s / / ai �.wo }dS.Ga' RT, / m��,: . ! ,�, + F � � _ : . f I ' ; _. � / � . � ']F5�{+35'd0' . k s � � � - J,� '�+ j � F f,� ! � �r � � � �c � �i ' l� f � �r�tsr,�r� 4ur eac. t � m�� `' ., I � 06 i�Y PC a � S ! . � � � { � V� � � `'�� - . . 6�2T�dd�WGE4�3 � �� rr �'PL3aC $�� F x y, fl 7tl7.Gd' RT. H NC}CLEARIiVG dN �yYETLANa � 6.Oi A(�RE�" �� CRY$TAL AEq W$TY TOLER '� �, � � oe zoaa ac 4H � Y � ! � � ag-y-�a Hra .� M * � POLE � f N� KEHNEfiH Y.TaxLOR 1 fle 228� PG 7m 1 �1+E7L4N� IhAPACiS SURFACE WA��R IMPA�CTS F�artd Exisdireg E:sistirig Permanent Temp_ Excavatior� 14iechani2ed �I+�aring Per�nanent Temp. Channel Channel NaturaE Sote Station S#rvcture Fi111n Fillln in Clearing in SV+J' S4''�J Impacts Imp��s S�ream hlo. �FeomlTo) 5ize f Type 1Neflands Wet@ands UVeflands in l�Jetlan�s 'N�I�etl�nds impacts impacts Permar�en� Temp. Design �ac) {ac) �acy ��c) �a�) �ac1 {ac� 4ft) {ft} [t�y 1 I' 23+3i ta 24+47 Power �'olefLiroes { 0.01 �{}.Ul €}_45 2 27+88 tr� �7+96 Pt�wee Polef Lines a4.G1 �{1_63 � 4e�6 3 28+35 to 28�3 �'�vuer L�n�s ! � U�{�1 � � 4 Po+wer Lines �Q.41 fl_fl6 y � I . � I � I I ; I I �! s �� , � � � i I 0 � . � I ; I l I � � � � - j i TOTALS: <{1_01 Gfl.O� <0.01 Q.22 Note: I,�f4ity '�ermi# �}raw�ng SF��et�.�of_ _� � � � � � a � _ � } } � m � � > } 0 L 0 z � � 0 � � 0 � E � � � � � z � c .� �.-�, � a�� !'w� ,r,�a � o�� N}W J-� �� ?�� O�� Q � M M � � V W Q � � � � .. � V � � 0 V BEGIN TIP PROJECT 13318BB —L— 17+00.00 + 88. GRAPHIC SCALES 50 25 Q 50 140 PLANS 50 25 4 50 100 PROFILE (HORIZONTAL) , � � '� � � . ��) � .\ �� —� � '� �� ) � . � .�� '� II) I � � I � I (�> ; ��.� (�> I I-I I � ; I-I \ � � �� 1 � � 11tEU UTILITY RELOCATl011t ��5 JOH11tST011t COU11tTY LOCATl011t: BRIDGES 114 F�' 116 OVER THE LITTLE RI VER 011 t I-95 TYPE OF WORK: RELOCATI011t OF POWER / � II \ \ �`��pp l l �� '�• �� TO SELMA _ � I-95 -L- � = _ —,_ -- — — -- __---� — - % . 1 � � '�� TRUCTION � \ / SHBET N0. U�1 U�2 TNRU UE-4 INDEX OF SHEETS DBSCRIPTION TITLfi SNEET UTILITY PERMIT PLA11 SHEETS � � -s� )��, -SBRPA- DETOUR�/� T.LP. NO. sxeeT N0. I-3318BB UE-1 U�i-i 1��}`� 8uffer Drawing Sheet � of � � o^ � ryo �°� � END TIP PROJECT 13318BB —L— 32+30.00 +24. -L- I-95 _ ?O� �— � -------`-- -N � — ---��_ -- — DETOUR �j -Y- (SR 2340) OLD RIVER ROAD 7 UTILITY OWNERS ON PROJECT {A) JOXNSTON COUNTY PUBLIC UTTLITIES (WATER) (B) TOWN OF KENLY PUBLIC WORKS {SBWER) (C) DUKE ENERGY PROGRESS (POWER) (D) CENTURYZINK TELEPNONE �, � t' - .,��7i1.%�•' �`. PRHPARSD IN 77iS OFFICS OFr DIVISION OP HIGXWAYS UTlLITIES UNIT UTlLITIES ENGINEERING �sss nun, saavrcas caxreA xezsrcx xc a�essasss PXONE (9J9) 707-06fl0 pnx ro�v) uaoisi RoJtcr Wmlhie�Pton, P.S. UTILIT�S SECTTON ENGINEBR � 9owquet UTILl7785 SQUAD I.BADSR PROJECT BIYGINEBR Keloin Mar(in U77Ll77ES PROJBCT DESIGIVfiR ti �� P�i4'.=L I I 4I li M� o � 4 + �r. w ` Y� r , E E I � �r � ~I I � � I AlLOWABLE IMPACTi ION! 1 � RLiqWA9LE IA6PACi; EONE ] � `o�� .� ��\ � � � , , t�. •�, � , �. , ,�. . � � ', � �q� Y- ] �%' k � � � _ � ,� �` � PROJECT REFERENCE H0. SHEET N0. I•331866 UE-3 NEU P�RM�T PLANS N4TE; ALL PROPQBED UTILI7Y WORK SHOW�! dN TH�5 �p�' S�iE�T WILL B�. i�OfV� BY OTH�RS. NO ry PAYMENT WxLL B� lNADE Td THE CONTRACT�R FDR PA4P05ED UTf LITY 4��R{L SH(}WN OIV THIS � 5HEE7. — - � ,� ��?r�:€�� P�.M�;s : � L30 NCT LS� F4�. ��NST�I.�CTTGiJ �� l;� � :�uTfer []rawinq � � � ('3 y cRrsru ■�+o ousrr ro�Ea � �� oa m.a Pc sa 1 � � f f j� wd� KEAINEiH u. TAYI.OR I OB 228� YC T� � BUF�ER IMPAC7S S�lI�IMARY iMPAGT BU�FER TYPE A.LL�QVII�,B�E MI�I�ABLE R�PLACEMENT S�RUCTURE S9ZE 1 STATIdh! RQF,El PARG,Lf�EL ��'� ��ON'E 2 TdTAL ZONE 1 ZONE 2 �OT.4L ZONE 1 2�NE 2 SITE N{J. TYPE �FRUMff{}) GROSSING , BRI[]GE IG4IPACT [f#�1 ��} Ift�] (itz} {ft�J [fY`} (fi1�1 [f�1 Ai ��ow2r Line 24+45 to 25+D1-L- 2026.0 A2 P�wer Line 24*4� ta 24�5� -L- 144f?,0 T�TALS: �ss_o �: -�i f,'� �:*'f�f DF�WI�i{,� � �� ,�� Reu. � � � �- � � � � � � � � � � r� if« �!:,, '�? o �» 6,� � o�w i� in >,a 0 oz � �w 0 r o `!' �� o�� ti�ffr � � � � M � .� � V W O � � � � �O � � � V � � � V � � O V See Sheet lA For Index of Sheets See Sheet 18 For Conventional Symbols See Sheet 1C- i through iC-2 For Survey Control Sheets BEGIN TIP PROJECT I-3318BB —L— 15 + 75.00 TO SELMA � BEGIN CONSTRUCTION -L- 9 + 85.00 �� JOHI�ST�1� CO U1�TY LOCATION: REPLACE BRIDGES 114 � 116 OVER THE LITTLE RIVER ON I-95 TYPE OF WORK GRADING, PAVING, RESURFACI11lG, DRAl11lAGE AND STR UCTURES i� �`� �� I �� l,p,oq II �� I-95 -L- � I� I � � �!�Q� � � ii � �� i \ / THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. BEGIN BRIDGE -L- 23+31.62 � � � -SB- �'%� -SBRPA- DETOUR�/� / � o� �ry a� =2�' END TIP PROJECT I-3318BB —L— 38+00.00 �L- I-95 _ TO� , _ _ - ' � -_ - _ � - -N B- ,� � - -- - DETOUR /�/ -Y- (SR 2340) OLD RIVER ROAD PRELIMINARY PLANS DO t�OT USE FOR CONSTRUCTION Prepared In /he 0/flce of: �'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2015 = 34640 DIVISION OF HIGHWAYS 5� z5 � $� ��Q /000 Birch Ridge Dr., Ra[eigh NC, 27610 r�O�P� {rr� I� ADT 2035 = 40900 LENGTH OF ROADWAY TIP PROJECT I-331866 = 0.369 MI �� ° �'�� DHV - 12 % 2072 STANDARD SP6C/FlCATIONS �9� p' PLANS D= 55 % LENGTH OF STRUCTURE TIP PROJECT I-3318BB = 0.052 MI P.E. �° � SIGNATURE: Gyu 50 25 0 50 l00 T= 29 %* _ RIGHT OF WAY DATE: RON E. McCOLLUM, PE � � TOTAL LENGTH OF TIP PROIECT I-331866 - 0.421 MI � � V= 70 MPH JUNE 24, 2014 PRO�FCr ExcrnrFen ROADWAY DESIGN PROFILE (HORIZONTAL) *(nST=23%+DUAL=6%) ENGINEER ��.�� l0 5 0 lo Za FUNC CLASS=INTERSTATE LETTING DATE: PROE�crnESr/cHE,TvE�NPR� �� g�� STATEWIDE TIER NOVEMBER 17, 2015 PROFILE (VERTICAL) PE SIGNATURE: Ln \ � � m 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 —K Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -x—x—x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence �� Existing Wetland Boundary - - - -•�a- - - - Proposed Wetland Boundary •�a Existing Endangered Animal Boundary E°a Existing Endangered Plant Boundary F'a Existing Historic Property Boundary '�a Known $oil Contamination: Area or $ite � � Potential Soil Contamination: Area or Site — � � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U�G Tank Cap O Sign � WB�� w Small Mine 'SZ� Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream —�S — Buffer Zone 1 ez i Buffer Zone 2 ez z Flow Arrow E — Disappearing Stream � — Spring p�- �_-^ Wetland � Proposed Lateral, Tail, Head Ditch � � ,�. False Sump � 5�'�°]�]C �iF�° 1�C��°]�i�[ �C��$�]Ie�1�� 1[�� ]F �[��iE�I�� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• $tandard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WfIY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW Marker Proposed Control of Access Line with Concrete UA Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement �$ CSX TRANSPoRTA7/ON MILfPo T 35 0 SW/TCH � � � � � � � �'—�— .A, � --E-- 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'' Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal � l�EGETfITION.• Single Tree {� Single Shrub o 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 Cubert Footbridge Drainage Box: Catch Basin, DI or 16 Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole — H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Q �? f? Q Viney0�0 CONC � CONC WW I � WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LO$ C($.U.E*) U/G Water Line LO$ D($.U.E*) Above Ground Water Line N: coNC Hw TV Pedestal TV Tower r________� U/G N Cable Hand Hole �Ce U/G N Cable LOS B(S.U.E.*) U/G N Cable LOS C(S.U.E.*) � U/G N Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) • • O // r �� Existing Telephone Pole f Proposed Telephone Pole � Telephone Manhole OO Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH lYG Telephone Cable LOS B (S.U.E.*) - - - -*- - - - U/G Telephone Cable LOS C(S.U.E.*) ---�- -- lJ/G Telephone Cable LOS D(S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) - - - -*_- - - - I.VG Telephone Conduit LOS C(S.U.E.*) ---�_- -- lVG Telephone Conduit LOS D(S.U.E.*) '� I.VG Fiber Optics Cable LOS B(S.U.E.*) ----* F�- -- WG Fiber Optics Cable LOS C(S.U.E.*) ---� �a- -- U/G Fiber Optics Cable LOS D(S.U.E.*) ��° GAS: Gas Valve Gas Meter U�G Gas Line LOS B(S.U.E.*) WG Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic $ignal Box Utility Unknown U/G Line LO$ B($.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. — A/G Tank; Water, Gas, Oil Geoenvironmental Boring U�G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records End of Information O 0 � V � A/G Water ❑O � HH ----��---- ---��--- ----,�FO--- — - -.� �o- — r� Fo 0 � ----�---- ---�--- c A/G Ga5 OO O s: AiG Sanitory Sewer ----FSS---- ---FSS--- F55 • O O ❑s ��.� � �5T 0 � � AATUR E.O.I. �r �I� �, � a � � m m � s PAVEMENT SCHEDULE A1 11" PCCP B� 3/q" OGAFC TYPE FC-2 MODIFIED C1 3" S9.SC C2 VAR. S9.5C oi a" iis.oc D2 VAR. I19.00 E1 4" B25.08 E2 4" B25.00 E3 VAR. 625.00 T EARTH MATERIAL U1 EX. CONC. PVMT. U2 EX. ASPH. PVMT. —SB— � 1 � 10' b' 18' 10' 12' � 12' 6' Z � 2� a� 2' P$ j � � w � _� 0.08 0.025 � 0.025 b:l VARIABLE SLOPE "" b:l ' VARIABLE SLOPE I � —L— rz, 67' � 71' � � � --------__��—�-------- � 1 � � TYPICAL SECTION NO. 6 �� :m. �'•) VARIABLE SLOPE �:ti. 6:1 _r� VARIABLE SLOPE , —DETI— —DET2— �z. —SBRPA— � is� io� 4' � �r 4' PS � � � �� 0.035 ��' �'02 6:1 � i�„ io� is� 4' PS 0.08 6:1 TYPICAL SECTION NO. 7 io� —N B— ri, I b' 12' � 12' 10' 2 � � � j z- PS 0.025 � 0.025 0.08 ri �, ' �.11„ VARIABLE SLOPE � 6:1 ..:. VARIABLE SLOPE TYPICAL SECTION NO. 8 SLOPE E PROIECT REFERENCE NO. SHEET NO. 1-33/88B 2A-3 WW SHEET NO. :OADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION ' � b' � 10' � 6. � VA�RIABLE SLOPE :1'• 6:� � 3. � VARIABLE SLOPE USE TYPICAL SECTION NO. 6 -NB- STA. 7+61.86 TO 20+19.59 (BEG. BRIDGE) -NB- STA. 22+92.35 (END BRIDGE) TO 33+05.82 -SB- STA. 7+31.19 TO 20+38.88 (BEG. BRIDGE) -SB- STA. 23+11.64 (END BRIDGE) TO 34+06.10 USE TYPICAL SECTION NO. 7 -SBRPA- STA. 10+00.00 TO 15+64.46 USE TYPICAL SECTION NO. 8 -DETI- STA.24+00.00 TO 31+00.00 REVERSE OF TYPICAL SECTION NO. 8 -DET2- STA. 17 + 40.00 TO 23 + 75.00 � � � Z Z °3 0 �� w I U o� � O � O� � O� � Q �� Z NW Q I� I � � V ap Z ZZ z aQ LL �n � �w � U - �a 5 Zd u oz o �� z 00 � oQ Q +V V 00 p �J N IQ- K a NQ I � � � �J Q am d �Q J Za Q �V � �Z � o� w Z � � N O v � �� Z V w Z� � Q � O � °- �Z o O m � i" � � � Z ¢3 p do 3�z '°o 0� N � + �� o° �� a� �d � NN �,w <o Z? 3 � H -� p J o 0 w� � �� ww �+ �o o Za �� oa a� �N W ~ J J NQ 3 I O� a � 0 N � d 1' w V � w � o Q a °� � 0 a� o �o °z o ao �o o �o N a � a Z Z ZZ 0 0 00 W y N w W y1j S� y� � K K �~ � K � � N I � V y � � �(1 o saoo c � � s a � � m � �'< �/f O �f l9 LL -a� �, s< N �� > �` � � � W W 2 N W �.�..� � � � Q u�i � r Q H N I � I W Z J _ V � I �p� - _ �. . PROIECT REFERENCE NO. 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