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HomeMy WebLinkAbout20151158 Ver 1_Revised Permit Application December 4 2015_20151207,;�... r •,. Transpartarton 1 "� Deccmber �, 2� 15 Ms�. Torn Stcffens 1`�lCI�QT Caar�iinator 1Nashin�ion Reg�alato�y Field C7ftic� U. S. As�my C�rps of �;ngineers 2407 1�u' S#}3 5treet Wast�ir�gtan,l'JC Z7889-1OD0 Dear Sirs: FP�T McCfi�RY cauernor NICHOL115 f. "CENNYSC]N Secretary Mr. Stephen i.ane NCD[)T Coc►rciinatot' N.C. Dept, of E�iviranment�l [�uality I�ivisiov of Coastal Maiia�e�nea3t 400 C�manerce �I�enue Mc�rehead City, NC 2$S57 5cibject: Revised permit applicatiQn for Section 1[1 anci Sectian 4�4 N�tianwidc Pet�rrrits (NWP) 23 and l�, Sectic�n 401 Wat�r Qt�ality C;e�fiification, Tar-Pa�nlico IZiparian Bu�fer Authc�a�ia_�tian ���d CAIt�A G�neral Permit fa�- the repla�ement of Bridge Na. 55 over Partteg� Creek c�n US 264 in Par�kegv, I3eaufort Ga�rnty; 'T`I�' $-5300; Federal rlid F'roject Na. I31�S1i'�0264(53}, �efer�r�ce: �er»lit Ap�licatio�� �ated �a�e�T�ber 3, 2� 15 The NCD�T suh►nitted a perrnit a}�plieation tQ yo�tir a�;e»cies for this projeci ort NaVernber 3, '�ut subseque:atly foirnd �rc�hle�ns with the persnit drawings. Please see enclos�d copies of ihe rewised: permit drawings, buffer ds�awi��gs, and �itility drawings �or the �roject. This project calls for a letting c��te of Marcti 15, 20] G ax�d a s�evie�v date c�f .lanuary 2G, 2(116. The Departmectt requesks perrnit issua�iee as sofl�i as pc�ssible to kceep the project on sched��ie, A co�y of thi� revised �ermit �pplicatian and its distrih�rtion list will be pasteci on the NCDC}T Wek�site ai htt�s:Ilc�r�nect.ncdot.�ar�fr�sc�urcesllF.«virar7rnenta�IPagesldefatirlt.aspx, under Quick Links � Permit Applicatians. A co�y of ttie PCF is alsa awailable at tl�e above website acid�-ess �mder Quick ,Li�3ks � Fn�ir-r�nmental I?ocume�ats. Thank ya�i for yc�ur assisia���e witfl tl7is prflject. if y�t� have any qr�esi�ons or neeci �tc�ditianal ir�forsnatio», pletise cnritact Gordon Cashin at t919} 7{}7-b 1 D7. Sincerely, Ricl�ard W. H�nc�ck, P.E., Manager Projeet De�relc��ment anci �nvi�-or�mesit�l Analysis E1nit ce NC�OT Pennit Ap��ication Stanci�rd Distribufio�3 List. fNothing Compares�.._ 5tate oFi�lorth C�rolina ��epaRment of'frxnsErcj+t�tioi� Frnject Develo�mcnt and f_nviron�uemal Arialysis iinit l�20 Birch R€dgc I?�ivc � i59S Mail Service C.enter I R[IICFbIl, R�C Z�iG��-I ��IS �� i �-�0�-600ty r DCM MP-1 APPLICATION for � Ma�or Deuelopment Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicanb Landowner Information Business Name Project Name (if applicable) North Carolina Department Of Transportation (Ncdot) B-5300 Applicant 1: First Name MI Last Name Richard W Hancock Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 1598 Mail Service Center Raleigh NC ZIP Country Phone No. FAX No. 27699- 1598 USA 919 - 707 - 6107 ext. 919 - 250 - 4108 Street Address (if different from above) City State ZIP Email gcashin@ncdot.gov 2. Agent/Contractor Information Business Name Agent/ Contractor 1: First Name MI Last Name AgenU Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 Phone No. 2 - - ext. - - ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Beaufort Bridge B-5300 on US 264 US 264 Subdivision Name City State Zip Pantego NC - Phone No. Lot No.(s) (if many, attach additional page with list) - - ext. , , , , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Tar-Pamlico Pantego Creek c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ❑Natural �Manmade ❑Unknown Pungo River e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed �Yes ❑No work falls within. 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 160 LF 21,780.00 sq. ft. c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal waterlevel) (If many lot sizes, please attach additional page with a list) +/- 3' �NHW or �NWL e. Vegetation on tract Brushy/woody vegetation on the over banks. f. Man-made features and uses now on tract Existing US 264 g. Identify and describe the existing land uses adlacent to the proposed project site. Northeast, northwest and southwest quadrants have local business, southeast quadrant has woods and brushes. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? N/A (Attach zoning compliance certificate, if applicable) ❑Yes ❑No �NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes �No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA National Register listed or eligible property? <Form continues on next page> Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? �Yes ❑No (ii) Are there coastal wetlands on the site? ❑Yes �No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? �Yes ❑No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. N/A 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial �Public/Government ❑ Private/Commu nity b. Give a brief description of purpose, use, and daily operations of the project when complete. The existing six span 75' bridge is being replaced with a proposed 95' double span cored slab structure. The bridge will be crowned with 2.5% cross-slope, with 12' travel lanes and 2'-3" shoulders and 5'-6" sidewalks, 28'-6" Clear Width and 42' (OTO Width). Existing drainage patterns are being maintained. Runoff is being discharged as far away from the stream as practicable. No deck drains required. Drainage inlets have been added to capture flow coming off the pavement. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The proposed bridge will be composed of pre-cast cored slab segments which will be delivered to the site by truck and will be placed by crane. No barges will be used. d. List all development activities you propose. Replace bridge and grade roadway approaches and shoulders. e. Are the proposed activities maintenance of an existing project, new work, or both? Both f. What is the approximate total disturbed land area resulting from the proposed project? 0.5 ❑Sq.Ft or �Acres g. Will the proposed project encroach on any public easement, public accessway or other area �Yes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. The proposed inlets will collect water from the roadway and discharge into Pantego Creek. i. Will wastewater or stormwater be discharged into a wetland? ❑Yes �No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No �NA j. Is there any mitigation proposed? ❑Yes �No ❑NA If yes, attach a mitigation proposal. <Form continues on back> Form DCM MP-1 (Pa�e 4 vt4) APPLICATl0�1 fcrr Major Development Permit 6. Additivnallnfvrma#ion lrr addition (v fhis completed applrcatran form, {MP-9j the foiRowing iferrls befaw, if �ppficable, rnust bs submr[ted in orrler €or the appficsfian package to be complete. ftems (aj �(�j �re always applicabfe to any majar develvpmeni applrca[ion. PJease const�dt the applicafion rnstruction ,baoklet on how fo pr�operly prepare the required items below. a, A project narrative. b. An aecurate, dated wvrk pl�t {including plan view and cross-sectional drawings} drawn to scale. Please give the present stat�as of the prapased project. Is arry portion already complete? 1f previo�sly authorized work, clearly indicate on maps, plats, drawings ta distinguish 6etween wark corr�pleted and prqposed. c. A site vr location map that is suffic�ently detaile� to guide agency persannel unfamifdar wikh tha area ta the sfte. d. A copy of the deed (witn state applicatian only) or other instrument under which the applicant �laims kitle to the affected praperties. e, The apprapriaxe application fee. Check or money order made payable to C7E�JCi. f. A lisf of the names and complete addresses of �he ati}acent waterfront [riparian) landawners and signed retum receipts as proaf th�t such �wr�ers have received a copy of the application and plats by certified mail. Such landawners must �e advised that they have 30 days in which to submif comments on the propasecf project to the �ivisian of Coastal Management. Name see aktached letters Phane No. Address ry��� Phone �Ifl. Address �a�� Phone No. Address g. A iist of peevious sta#e or federal permits issued tar w�rk ar� the project kract. Include permit numbers, permittee, and issuir�g dates. h. Signed consuitant ar ag�nt authorization forrn, if applicable. i. Wetland delineation, if necessary. j. A skgned REC hazard notice for projects in oceanfront and inlet areas. (Must be sigrred hy property ownerj k. A statement of compliance with the N.C. Envir�nmental PoIlcyAct [N.C.G.S. 193A 1-1flj, iF necessary, If fhe project involves expenditure� of pub6ac funr�s pr use of �ubfic lar�ds, attach a stafement documenting cornpliance wit#t the {Vvrth Carolina Environmental Pofcy Rct. 7. Certifica�ion anrl P�rmissron to Enter an iand a untferstand t�at any permit issued 'sn respvnse to this applicatian wifl affaw on�y fhe deuelopment des�ribed in the ap;�lication. 7he project will be subject ta the conditlans and restrict�ons contained ir� the perrnit. I certify that I am authorized ta grant, anti da in fact grant permission to representatives of state and federal review agEncies ta enter on the afarementianed lands in cvnnec#iorr with evaluating information relak�ed fo this permit ap�alicatitin and fvllow-up monitorir�g of the proj@ct. I further �erfify that the infarmation pravhded an this application is tr�thfuG to the best o# my kr�owledge. aate 1�,." �j-� 2C)1� printName htG+iliR� �- �}�1C�rL[.� .Qor Signatur � E'fease indicate applicatian attachments p�rtaining to your proposet� project. f]DCM MP-2 Excava#ivn and Fill Informativ� ��CM MP-5 Bridges �nd Culver#s ❑pCM MP-3 Llpland �eVelQpment ❑DCM MP-4 Structures Informat�on _ ., ,, � , _ . <. . �.�>t�- Y. > Form DCM MP-5 BRIDGESand CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. BR/DGES ❑This section not applicable a. Is the proposed bridge: ❑Commercial �Public/Government ❑Private/Community c. Type of bridge (construction material): Concrete Cored Slab e. (i) Will proposed bridge replace an existing bridge? �Yes ❑No If yes, (ii) Length of existing bridge: 75 (iii) Width of existing bridge: 28.4 (iv) Navigation clearance underneath existing bridge: 13' (v) Will all, or a part of, the existing bridge be removed? (Explain) Existing bridge will be completely removed. 9• Length of proposed bridge: 95' i. Will the proposed bridge affect existing water flow? ❑Yes �No If yes, explain: k. Navigation clearance underneath proposed bridge: 13' b. Water body to be crossed by bridge: Pantego Creek d. Water depth at the proposed crossing at NLW or NWL: +/- 10' at NLW f. (i) Will proposed bridge replace an existing culvert? ❑Yes �No If yes, (ii) Length of existing culvert: (iii) Width of existing culvert: (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) h• Width of proposed bridge: 42' j. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? ❑Yes �No If yes, explain: I. Have you contacted the U.S. Coast Guard concerning their approval? �Yes ❑No If yes, explain: Advance Approval requested September 10, 2015 m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: NA waters? ❑Yes �No If yes, explain: 2. CULVERTS �This section not applicable a� Number of culverts proposed: b. Water body in which the culvert is to be placed: c. Type of culvert (construction material): d. (i) Will proposed culvert replace an existing bridge? < Form continues on back> ❑Yes ❑No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: _ (v) Will all, or a part of, the existing bridge be removed? (Explain) f� Length of proposed culvert: e. (i) Will proposed culvert replace an existing culvert? ❑Yes ❑No If yes, (ii) Length of existing culvert(s): (iii) Width of existing culvert(s): (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) 9� Width of proposed culvert: h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour. j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow? increasing the existing navigable opening? ❑Yes ❑No ❑Yes ❑No If yes, explain: If yes, explain: 3. EXCAVATION and F/LL ❑This section not applicable -� c. (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? �Yes ❑No If yes, (ii) Avg. length of area to be excavated: Less than 4' (iii) Avg. width of area to be excavated: Less 4' (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: (i) Will the placement of the proposed bridge or culvert require any high-ground excavation? �Yes ❑No If yes, (ii) Avg. length of area to be excavated: 43.7 ft (iii) Avg. width of area to be excavated: 42 ft (iv) Avg. depth of area to be excavated: 2.5 ft (v) Amount of material to be excavated in cubic yards: 170 cV b. (i) Will the placement of the proposed bridge or culvert require any excavation within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL �None (ii) Describe the purpose of the excavation in these areas: d e 9 If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: Roadway embankment and offsite if needed (ii) Dimensions of the spoil disposal area: varies dependinq on volume of spoil. (iii) Do you claim title to the disposal area? �Yes ❑No (Ifno, attach a lettergranting permission from the owner.) (iv) Will the disposal area be available for future maintenance? �Yes ❑No (v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? ❑CW ❑SAV ❑WL ❑SB �None If any boxes are checked, give dimensions if different from (ii) above. (vi) Does the disposal area include any area below the NHW or NWL? ?❑Yes �No If yes, give dimensions if different from (ii) above. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed below NHW or NWL? ❑Yes �No If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high-ground? �Yes ❑No If yes, (ii) Avg. length of area to be filled: 450 ft (iii) Avg. width of area to be filled: 50 ft (iv) Purpose of fill: Roadway grade to be adjusted to match the new bridge. 4. GENERAL a Will the proposed project require the relocation of any existing utility lines? �Yes ❑No If yes, explain: See attached utilty narrative If this portion of the proposed project has already received approval from local authorities, p/ease attach a copy of the approval or certification. f. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB �WL ❑None (ii) Describe the purpose of the excavation in these areas: The sideslope of the approach roadway will encroach in to the existing wetlands. Approximately 612 SF of fill in wetlands. b. Will the proposed project require the construction of any temporary detour structures? ❑Yes �No If yes, explain: < Form continues on back> �t31�'�I �� �-5 i��ri��e� �inic9 �Iia1v�X��ii, Rl�ig��i � ci9 �', c. V� ill the pnop os ed project nequine any wonk channels? d. ❑Yes �No /tl}{es, comp/etle Fo�m aCIM-MP-2. e. What type of constiwatian equiprnent will be usecl (ior example, clnagline, backhoe, on hydnaulic dre dge)? Ty piaal nuac wa� ccinslrucitian ac ui��me n1s such as 9ackf cie , Cnane, Durnip llruck. g. Will the plaaement o1 the pnopose<I buidge on culverl nequine an�� shonelinestabiliaation? ❑l�es ��o lf y�es, comF /ete Ibm MA-2, Secllioc 3 Ibn Shoreli� e Sdabilizallioc only. �2- 3-� 2a � qate g�5 3eG Rnojeat � a me .��or �Zi ciNA�CI G�' � NANGOGI� Applicant � ame Applicant 9ignatune h ow will exca�iate d ou fill ma tenial be 1 ept on site and eua s ion controlle d? llerripanar� 9iN Re nce will be usec as ne eded tci pnuvide e ncisian contnal km e xcav aie d rnialenial 1ha1 is ke pi cinsile . 1. V� ill wetlanda be cnossecl in tnansporling eqiiipment to pnoject site? ❑l�es �No Ifl yes, explain steps that will be taken to avoid on minimize envinonn ental impacts. sl��-LII(]t����'€;II��II ;: 'I��E��s3-�R����i��"�" ,: e�yn.#w,r��tiir_cii���i�at,iae� .c��rreair��.r'�1, F��iiseid:1�D1.I�iQ�I I ll�;l ik1'rly North Carolina Department of Transportation SLUllll\�a'i]tCC Highway Stormwater Program -�' STORMWATER MANAGEMENT PLAN =�.�.- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 46000.1.1 TIP No.: B-5300 Count (ies : Beaufort Pa e 1 of 1 General Project Information WBS Element: 46000.1.1 TIP Number: B-5300 Project T pe: Brid e Replacement Date: 9/23/2015 NCDOT Contact: Paul Jordan Contractor / Designer: Shirshant Sharma Address: NCDOT Hydraulics Unit Address: Zg01 Yorkmont Road, Suite 100 1590 Mail Service Center Ralei h, NC - 27699-1590 Phone: 919-707-6700 Phone: 707-357-5511 Email: pa'ordan ncdot. ov Email: shirshant.sharma amecfw.com CitylTown: Pantego County(ies): Beaufort River Basin s: Tar-Pamlico CAMA Count ? Yes Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 500 ft Surrounding Land Use: Rural Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.5 ac. 0.4 ac. Typical Cross Section Description: (Approach) 2- 12' lanes with Curb and Gutter (Approach) 2- 12' lanes with 2' shoulders LT, 5' shoulder RT (Bridge) (Bridge) 2- 12' lane with 2.25' shoulders and 5.5' sidewalks 2- 13' lanes with 5' Sidewalk Annual Avg Daily Traffic (veh/hr/day): Design/Future: 390 Year: 2014 Existing: 530 Year: 2007 General Project Narrative: The existing six span 75' bridge is being replaced with a proposed 95' double span cored slab structure. The bridge will be crowned with 2.5% cross-slope, with 12' travel lanes (Description of Minimization of Water and 2'-3" shoulders and 5'-6" sidewalks, 28'-6" Clear Width and 42' (OTO Width). Existing drainage patterns are being maintained. Runoff is being discharged as far away from Quality Impacts) the stream as practicable. No deck drains required. Drainage inlets have been added to minimize flow from the roadway onto the bridge deck. Waterbody Information Surface Water Bod 1: Pante o Creek NCDWR Stream Index No.: 29-34-34- 1), 29-34-34- 2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Class SC Supplemental Classification: Swamp Waters Sw NSW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e 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) � � � •� � •, See Sheet �A For Index of Sheets See Sheet � B For Conventi onal Symbols THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. ����� � ����� ���� ���� ��II ���� ��� �� ��� � ��� LOCA TI011t: REl'LA CE BRIDGE 11t0. SS. O T�ER PAI�TEGO CREEK 01� US 264 TYPE OF WORI�: GRADI11lG, PA VI1�G, DRAI1�lAGE A1�D STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGI N TI P PROJECT 6-5300 � v� c� s� �O < c� � PERMIT DRAWING SHEET 1 OF 6 NAD 83/NA 2011 ����������� � II A��� �� ��� �.�� �'�� ���.���i�Q�����T Prepared In the Offlce of: HYDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH �� 402 i Stirrup C�eeK Drive. Suite t OOI nfrostructure, Inc. 50 25 0 50 100 '4DT 2017 = 4474 ���� Durham,North Carollna 27703 f�s�er NC Englneering F- 9253 NC Geology C-247 ���� ADT 2037 = 7170 LENGTH ROADWAY TIP PROJECT B-5300 = 0.077 MILES whe�eler �9 �9138 9-9900 �� o� ���� K = � O % 2012 STANDARD SPECIFICATI011iS �Q �Q PLANS D= 60 % LENGTH STRUCTURE TIP PROJECT B-5300 = 0.018 MILES W. S. HOOD, PE P.E. � a PROJECT ENGINEER SIGNATURE: r,� � 50 25 0 50 100 T= 14 %* RIGHT OF WAY DATE: � o V= 30 MPH TOTAL LENGTH TIP PROJECT B-5300 = 0.095 MILES M,o,RCH 20, 2015 BRAD TRIPP, PE ROADWAY DESIG11t a * — 0 — O PROJECT DESIGN ENGINEER E11tGI1�EER ��� Q�Q PROFILE HORIZONTAL � ��p Qo TTST — 8/o DUAL — 6/o �' o D��� �' 10 5 0 10 20 FUNC CLASS = ARTERIAL LETTIIIIG DATE: GARY LOVERING, PE SUBREGIONAL TIER MARCH 15, 2016 PROJECT ENGINEER PROFILE (VERTICAL) NCDOT ROADWAY DESIGN P.E. 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■■�■���■■■■■■�■■■��■■��■■��■�■■■■�■■■��■■��■���■■■■■■�■■■��■■��■���■�■■■■�■����■■���■��■■■■■■��■■��■■��■■■�■■■■■■���■��■■��■■■�■■■■■■��■���■■��■■■�■■■■�■���■��■■��■■■�■■■■■■���■��■■��■■�■■�■ � r � N � � � N � � N � .� N � 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 inWetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac)' (ac) (ft) (ft) (tt) 1-L- 17+30 - 18+00' RT Road Embankment 0.01 0.03 2-L- 17+80 - 18+30' LT Road Embankment 0.01 0.01 -L- 19+28 - 13+26' Existin Bridge Piers 0.01 -L- 19+28 - 13+26' Pro osed Brid e Piers 0.01 TOTALS`: 0.02 0.00 0.00 0.04 0.00 0.01 0.01 0.00 0.00 0.00 NOTES: 0.01 AC OF TEMPORARY SURFACE WATER IMPACTS FOR REMOVAL OF EXISTING PIERS AND CAUSEWAY 12.4 SQ. FT. OF PERMANENT SURFACE WATER IMPACTS FOR PLACEMENT OF PROPOSED BRIDGE PIERS. SITE 1-472 SF OF FILL IN WETLANDS, 1481 SF OF MECHANIZED CLEARING SITE 2- 140 SF OF FILL IN WETLANDS, 292 SF OF MECHANIZED CLEARING � � � � � •� � •, See Sheet �A For Index of Sheets See Sheet � B For Conventi onal Symbols THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. ����� � ����� ���� ���� ��II ���� ��� �� ��� � ��� LOCA TI011t: REl'LA CE BRIDGE 11t0. SS. O T�ER PAI�TEGO CREEK 01� US 264 TYPE OF WORI�: GRADI11lG, PA VI1�G, DRAI1�lAGE A1�D STR UCTURE BUFFER IMPACTS PERMITS BEGI N TI P PROJECT 6-5300 � v� c� s� �O < c� � BUFFER DRAWING SHEET 1 OF 5 NAD 83/NA 2011 ����������� � II A��� �� ��� �.�� �'�� ���.���i�Q�����T Prepared In the Offlce of: HYDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH �� 402 i Stirrup C�eeK Drive. Suite t OOI nfrostructure, Inc. 50 25 0 50 100 '4DT 2017 = 4474 ���� Durham,North Carollna 27703 f�s�er NC Englneering F- 9253 NC Geology C-247 ���� ADT 2037 = 7170 LENGTH ROADWAY TIP PROJECT B-5300 = 0.077 MILES whe�eler �9 �9138 9-9900 �� o� ���� K = � O % 2012 STANDARD SPECIFICATI011iS �Q �Q PLANS D= 60 % LENGTH STRUCTURE TIP PROJECT B-5300 = 0.018 MILES W. S. HOOD, PE P.E. � a PROJECT ENGINEER SIGNATURE: r,� � 50 25 0 50 100 T= 14 %* RIGHT OF WAY DATE: � o V= 30 MPH TOTAL LENGTH TIP PROJECT B-5300 = 0.095 MILES M,o,RCH 20, 2015 BRAD TRIPP, PE ROADWAY DESIG11t a * — 0 — O PROJECT DESIGN ENGINEER E11tGI1�EER ��� Q�Q PROFILE HORIZONTAL � ��p Qo TTST — 8/o DUAL — 6/o �' o D��� �' 10 5 0 10 20 FUNC CLASS = ARTERIAL LETTIIIIG DATE: GARY LOVERING, PE SUBREGIONAL TIER MARCH 15, 2016 PROJECT ENGINEER PROFILE (VERTICAL) NCDOT ROADWAY DESIGN P.E. SIGNATURE: - � �. 1 1 1 � r � N � � � N � � N � .� N � 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) (ft2) (ft2) (ft2) (ftZ) (ftZ) (ftz) 1 Bridge -L- 19+28 - 13+26' X 3321.0 2047.0 TOTAL: 20�4.o zoa�.o o.o o.o o.o o.o NOTE: 3321 SQ FT of allowable impacts in zone 1 2047 SQ FT of allowable impacts in zone 2 BUFFER DRAWING SHEET 5 OF 5 Rev. May 2006 See S+`z�f f A For f+��lex of 51�ets See Sneet f9 For Cornrentiarro� Sym6ors � 0 � � � � � �[`',��']�':I�, �� 1�'` �� c� ]I�']I`' ][`;[ ��` ,� l[�� 1L, ][ .�t �1 ��:[`�t :I��t��� CC�T�` '[=;[�[f�IE--3['���.��'��� I"ER1I�IIT DRA N�I11c�� I''I�1"�S B�E'A iJ1��C]RT CC� U�'I�T'� LOCAT`I4N.� REPLr4C� BRIr]GE NQ. 55 i]VER PANTEGt'� T'YFE D�' W4R,i�: GR9D1'N'G, PAYING, DR�4i.�'AG� AND ST'RUC�'URE �.R ..� .��. � .�. B-53a� �.,. ��,.� ..�.,�,� �nr� s�r�a zaa� 0 U#il�ty Perm�t �rawin� 5heet.�L_of_.'� . � i z$d � � �' �`��,� ��,��'I \ `-'-���I�c � � � " � � y � °� � � �, VICI NMTY M�4P �!� ��'-- l � i �� _--_ �r''- `'----; � � � '--_ —___-- _—_r �_ �_�__�'' _ _ � a ��� DETOUR RQUTE ~__—_ == _ � � '�. 1 n ��T�_ . � � r ' -___�� `� � � �. � -�- u� 7ba � � _ a ,� ��� ,� ' � � ae a � r i �1 v+ w � � � ° U k � i } � i £ � � � n � ■ � � � � � � � � � � ENQ BRIDGE � � +� - - . 1 + .1 � � L �� � � � � � � � r EN!] TIP PROjE �T 8-53QQ � � � � = i a � � � � � � � � {- _ � � I � � t, � { THERE IS N� CONTRQL flF ACCESS QN THIS PRC?1ECi. f I — `�' PRELIMiI3';e�,ItY PT;:A.NS::: � � CLEARING dht THIS 'ARUJECT SHALL BE PERF�RMED TC3 THE LIMITS ESTABLISNED 9Y MET�iQ� III� ;w n,,,, agg soR ro��uars,d,, ::: i • +� _ .- � Thi65 PRC7JEC�f IS WITHII� THE MUt�ICIPAL �Ul1N0ARY �GF PAI�TEGO. i �� - i � � Pre/�areC !n f'r� Offlc� uFr F�3'.131$�4 UlJCS EH�i'i�EER GR4PHIG �CRI�ES DE'.�IGN Df�TA P1R�C7frECT I,L�"NGTH wlrEC Er�vlrp�me,v & Infrdsxrudu�a. InG. � a 902I 5!lrru Cr6sK OrTv ,Su11B 1U0 _' ADT 20t7 = 4474 ��iJ �- m.nra-rr°cor r v3 ' 1 so � �o i o °uc� a�-��,�s Nec��,rc-z�r ,�o�r i ADT 2fl37 = 717f} LE�tGTFi RC�AOWAY T1P PRCJ]@CT B-53fl0 = O.Q77 Ah1LE5 r9r l�'e�- n+ h� � � � - IC � 1(7 a/o �ora sr�Nnaxn srxcrFfc.anax3 0.r�` '"'�a i a; PL4N5 d_�a � LENGYH 57RUC7URE TIP PRbJECT B-53fl0 = O.O1B MILES _W,S. HOC]D. PE r.� � s a'� PRB78CT SA'GRYEBR r - � ' , �� � �0 5 �a � a i= 14 9S ' - RtGhfT f�F' We4Y D.4TE: x i ���:; � �-�'�� T�TA� LEI+(GTH TIP PR09ECT B-53�4 � 0.495 MCi.�S ROAIIWAY DESIGlV � ° i �� �I V= 8fl �+APH MA�RCH 2(}. 2015 BRAD TRIPP,��P.,�E PRdFILE {HORIZC]NTAL) * �sT =goy pUAL =d°/a �A � 0. � PRQJBCT � �� 1GN . G,CkB.�R F'"`�C'r���'� ��,y, �� � �' 1�' ia 10 � FUh�[G CLASS = ARTERIAL ��T�� aAT�; GARY L�VERING, PE r°�_?��n�°° h[ I :'� }' �` 1 �� MARCH 21, 2 Q17 rRu�acr �ncm�ssR r�I��� , �7�I_I. 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J � -- � � __� z - -- -4'— � `��` = � �r un�in rlp� F.�w� � f - - . �Y - - - - v� , _,_' � _ _ -.-..� '�-.���_-�ti �� ' ' � � � ` � . � PRC}P.6' F6RCE MNN -' m . -- � � , � � 6 � . • CONTRAC7DR SHAII LQCATf--_� BY QPEN CUT � .� - '.; � y,��piUG�r�. .i�.� � ¢ � � � ���� i'f I � � ��-T_ ---- � _'. . . -- '� ' � " -, Y2" 45 P�eREC BEND • % � ---- -- _` . - � � �. . .- E]CIST. 12" WA7ER LINE; . ' �."- . • �__ �z.� - + -- � . _ _ _ _ _. . _ . . . � BEGIN NEW i2" WATER LINE-+-. �-- - � .. .� ' - . „*-- ' 1 32 PJ,UG - �- - � .. -r - � • � 1 �' 4 ' ---------�- -- � ^ -�_.� . _.. 4.-,�- -- - J s���-•' � .K:`..,_ - - _ - � . . i� �� � � j�' . i3� � � . . ,_ . -�.� � ` CRNTRACTOR SHALL EDC&7E��= � . i � f I PRRVIDE THRUST COtLAR PER D'f7All R' .;.. �F . �._-,�._".....�.�:71 .,y.��� .., j.. .,.. 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