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Home My WebLink About20160673 Ver 1_Application_20160707Carpenter,Kristi From: Murray, Christopher A Sent: Thursday, July 07, 2016 12:06 PM To: Alsmeyer, Eric C SAW; Ridings, Rob Cc: Subject: Attachments: Follow Up Flag: Flag Status: Eric and Rob, Carpenter,Kristi NCDOT Division 5 Permit application package for Bridge 340026 over Crooked Creek on NC 98 in Franklin County (WBS: 17BP.5.R.50) Bridge 340026 Permit package cover info.pdf; Bridge 340026 FInal Permit Package.pdf Follow up Completed NCDOT Division 5 is submitting a permit application for the replacement of Bridge 340026 over Crooked Creek on NC 98 in Franklin County. This project is part of the NCDOT Division 5-- State Funded Year 4 program. Please contact me if you need further information. Sincerely, Chris Murray Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Transportation July 7, 2016 USACE Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Attention Subject: Dear Sir: Eric Alsmeyer Project Manager PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Project Number (aka WBS number): 17BP.S.R.50 Structure No. 340026 over Crooked Creek on NC 98 in Franklin County The North Carolina Department of Transportation (NCDOT) proposes to replace this bridge. This project is similar in nature to projects processed under the Low Impact Bridge Replacement Program (LIBRP). Accordingly, the LIBRP format has been utilized in the permitting of this project. A site visit was conducted by USACE on June 26, 2014. The following are attached to this cover letter: Low/Minimal Impact Bridge Data Sheet Attachment L: LIBRP impact data sheet Stormwater management plan Riparian buffer permit drawings Stream/Wetland permit drawings USFWS Concurrence letter If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220- 4633. Sincerely, C.� �`' `�`�. J. Hopkins, P.E. Division Engineer c: Division 5 file, NCDOT Rob Ridings, NCDENR-DWR �Nothing Compares��_ State of North Carolina j Department of Transporlation � Division Five Office 2612 North Duke Street � CS # 17-27-03 � Durham, North Carolina 27704 919-220-4600 Telephone � 919-560-3371 Fax Petric : L ��^Crory GaveE r ,� Q°�� 1NCDENR P.ort{ � Carolina D�partment of Environment and Na`arul ResQurcEs G;vis an cf V�later Q�al ; Cc. � �� H. Sullins C' ;tor Attachment L: Low Impact Bridge Replacement Process Project Number (aka WBS number): 17BP.5.R.50 Bridge No. 340026 over Crooked Creek on NC 98 in Franklin Co. Donald R. van der "aart �ecreta, This project can be characterized as meeting the parameters associated with the Low Impact Bridge Process as agreed to on October 6, 2009. Accordingly, this project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT Minimum Criteria Rules. Date: July 7, 2016 Applicant Name: Joey Hopkins, P.E. Applicant Address: 2612 N. Duke Street Durham, NC 27704 Primary Contact for Project: Chris Murray, PWS Phone Number: (919) 220-4633 Is this an after-the-fact application: River Basin: Tar-Pamlico River Yes X No Stream Classification: C; NSW with DWR Index Number of 28-30 Regulatory Authorization Options for this Activity Federal: Stream and Wetland State: Stream, Wetland and Riparian Buffer Authorization Local: None Project Description: See attached spread sheet for project-specific information. Permanent Impacts: See attached permit drawings and summary sheets. Note stream, wetland and riparian buffer impacts. Stormwater Infor ation: See attached stormwater management plan. ��Signature: Print Name: Christopher A. Murray, PWS Title: Division 5 Environmental Supervisor Tra por;af��n � . l,'nit 1 0`�il Se. .;e Cc- "'�.ieigh, Na€1'. Ca: ;�, 27699-; �5J Locatan: 2321 Cr�h_r e B:�d., R< <gh, , th Caroi' 2;,�;.� P.c _: �,; 733-i7F:i'; F..X: _ 33.';9� '�`orr :: �`-: -?_a.er sta,:.�c.t��(nc vE ar.d: , . i r, . .. t �,f:r. ., v A._ _ 'c . C3,lc . 1 ��?l'�i? ��it"G!lIla`� ��l %rtt�r�Tri�l� Low/Minimal impact Bridge Project Data Sheet WBS 17BP.5.R.50 Coun Franklin Bridge Number Bridge 340026 Description Bridge No. 26 over Crooked Creek on NC 98 Basin Tar-Pamlico River Basin Classification C; NSW Stream SIN 28-30 TYPe rennial stream Size 60 linear feet wide .TYPQ RC Floor on I-Beams, TIM. CAP/TIM Piles Existing Structure Size 1 22'9, 1 22', 1 22'1, 1 22'9 Suff. Retin Proposed Structure Type Stream USACE Impacts (LFj Non 4041mpacts {LF USACE Impacts (AC; Wetlands Non 404 Impacts (AC CAMA Imnacts tAC1 Buffer Application Required (>40 f NC DWQ StormWater Permit Requ Habitat (yln) T8�E Species Present Bio Conclusion Moratorium '��" Dates Native Trout Waters Trout Trout WRCI CAMA AECs Essential Fish' Habita Nav_' �oenii Tribal Lands 4(� Resources 6(� [LWCF] Resources Wiid and�Scenic Rivei Forest Service Lands NA Area FEMA Buyout FEMA Flood Study USTs Haz Mats Relocatees Location �T LONG ;t Comments Completed by: 7/5/2016 19.6 _ 54" Prestressed Concrete Girder wi 4' Caps 1 40' 1 110' 1 40 0.0 ac Permanent: 79 linear feet permanent stream imapct of (79 temporary is concurrent within this limit) N1A 0.01 ac OA acre Not Applicable 7,032 sf BZ1; 3,720 sf BZ2 Yes No bald segle: No dxeA uetlgemussel: Maryinal Tar River spinymussel; Marpinal Michauz'a wmac: Nc NortMm b •eared bat Poasible beld eaple; No dwarl wedgemussW �� No Tar Rivx spinymussel: No Michauri3 wmac: No Northem bng•eareA bal: Por.s�ble bald eaple� No ENect dwarf v�edgemuseel: MANLTAA 7ar River spinymussM; MANLTM Micha�ix's wmac: No EHect NortM1ern bng-eared ba1: MANLTAA _ Not Appiicable Not Applicable Not Applicable __ Not Applicable Not Applicabie Not Applicable _ Not Applicable No __ _ Not Ao�iicable t' i � �� on Bridge Program M l � ^ L��i \_J � � 3 No Survey Required No No No No Limited Detailed Study - MOA Type 2B approved 4J9J2015 No No 35.938649 deg. 78.208812 deo. Division Environmental Officer i�nit�:d �t��t�s I)�;�artmr'nt �►f Xhe IntLrit�r° i�i„H �4NL� �1'��7Li�' �° 5��'t1I�� ais:i,�k� :' �Ed C3:'. :� �` yst C#�ice �io� �:;7�d ilaiei�;;�, �ortl� �.w.c�Ii��<.'�7�3�-37?�5 r r,< Christopt�er .A. Murr�ay Aiar�h Carolina Uepar�nent c�f Tr�nspor�aiian 26I2 Nort.h Duke Street Durbarzt, Nc�rth Carolina 277�4 11:1ear Mr. iVlur�ay: This letter is in respons� t€� your letter ofJuly 1, 201b which provided the U.S. Fish and WiIdiife Service (S�rvice) ,vith tlae bioia,�ical canclusic�n of t�e hiorth Carolina D�epartment �f Transpnrtation (N�CD{)T) th�t the repIac�ment of Bridge Nc�. 26 on NC 9$ over Croaked Creek in Franklin �ouniy may �`f'ect, but is not lil�eiy to ��verseiy affect the federally endanger�ed dwarf wed�amussei ��11rrs.nidotxta heterodot�} and Tar River spinymussei (Elliptio steinstatrsanu}. Tn additian, the N�D�T has c�etermined that the project �vilI ha°�e no ef�ect on the federaliy endangered �Iichaux's sumac (Rh�ts michrruxii}. 'i'hese comments are provided in ac�ordance with �ection 7 ofthe �ndangered Spec�es �Act �ESA) of I973, as atnemded {16 U.S.C. IS31-15�3}. Accordin� �o infc�rmation provide�3, a rnussel survey was conducted at the project sits on Octaber 1 I, 2013, The survey extencied from approxin�at�ly 4fl4 meters cl�wnstream of the brid�e to i0� meters a�pstrearn fl� the bridge. Althott�h ft�ur cvmmon species of musseIs v��ers observec€, neither af tkle £ederaily i�stcd specivs was f�und. I�revious surveys canducted in July 20I 1 had �imilar results. Althou�h d�rrari ��aedg�rnus�els ha�re nuver be�n observ ;�i ne�: the prc�ject area, the species has histarically been abserved far�her upstream and downstream. The Tar Iiiver sp�nyrnussel has ��v�r �een record�d fr�m Crooked Creek, but �:as i�een histaricai4y observed in thp Tar River, ta�e receiving stream for �roc�ked Creek. A plant suruey ofthe p%�vet are�. was conducted on Februaxy 25, 201�. N� specimens of any su�ac (Rhtts) sper,ies were t�bserved. Baspd an the mussei survey resuits and otlrer �vailPsble inforrnGtion,1.he �ervice cc�ncc�rs with yo�r c4nclusio� tha� �iie prc�pas�c� �rc�}��t may aff4cis bt�� i5 �iot lik�Iy tt> adve�sely �ffe�t the dw�rf wedgemussel �nd �"ar itiver spinyzanussel. ��e a.�s�r cc�ncur �.hat the pro�ject will have no ef%ct on Niichaux's sumac. The feder�tlly threatened northern l�rng-eared bat �Ivlyatas se�tentr�iana�is} }�as been ��re•��iously addres��d throu�h a�rc�graa�ma�ic fc�rmal cc�nsultatic�n. We �mliev�; that ii�e recuirements Q��Wction 7{a)(2} of �i�e �SA hav� b�en satisfed. �Ve r�mind ys�� tiiai obli;��itions un�ir:r Sect�on 7 consultation m�zs� be rec�nsider�d if•. (1 } new in.�°t�rrnati�n reveals irnp�acts t�f this i�entified actit�n th�,t may affect iist�d spec?es c�r criti�al habitat in a manryr not pr:�vic�zasly consid�red in tl�is r�view; {2) #�ais a,i?or� �s subs�q��ntiy modi�ed in a rnanner that was not c�nsider�d �n this review; ar {3j a new species is iist�ci or criti�al h�bitat det�rm�n�u t�1ai may be affe�teci t�y t�is icientif ed �aiion. The Service appreeiates the apportunity to review this proJect. If you have any questic�ns regarding our response, please contact Mr. Gary Jardan at (9 i 9) $56-4520 (Ext. 32}. Sincerely, Pete Benj in Field Supervisor Electronic copy: Eric Alsmeyer, USACE, Wake Forest, NC Travis Wilson, NCWRC, Creedmoor, NC Hi�;hWay North Carolina Department of Transportation � Stormw�ter M ,,,,,�„�,,, Highway Stormwater Program �_� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.50 TIP No.: County(ies): Franklin Page 1 of 1 General Project Information WBS Element: 17BP.5.R.50 TIP Number: Project Type: Brid e Replacement Date: 9/23/2015 NCDOT Contact: W. Galen Cail, PE Contractor / Designer: Brandon Barham, PE - Ecological Engineerin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Ralei h, NC 27610 Suite 101 Car , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail@ncdot. ov Email: bbarham@ecolo icalen .com Cit /Town: Ralei h Count (ies : Franklin River Basin(s): Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet): 021 Miles Surroundin Land Use: Rural area with forest and agricultural landuses Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 1.00 ac. 0.50 ac. Typical Cross Section Description: 2@ 12 ft lane, 8 ft shoulders, with total bridge width of 43.0 ft and total bridge length of 2@ 12 ft lane with total bridge witdh of 30 ft and total bridge length of 90 ft. 190 ft. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 2200 Year: 2015 Existin : 2200 Year: 2015 General Project Narrative: State Project 178P.S.R.50 involves the replacement of the existing NCDOT Bridge #340026 on NC 98 over Crooked Creek. Bridge #340026 consists of 1@22' - 9", 1@22'-0", (Description of Minimization of Water 1@22'-1 ", 1@22" - 9" timber floor on I-Beams with timber caps on timber piles with timber abutments. The proposed bridge at #340026 will be a 1@40', 1@110 1@40' Quality Impacts) prestressed concrete girder bridge with 4'-0" caps and sloping abutments. The proposed bridge is located in Zone AE of FIRM Map number 3720273099J and was studied by "Limited Detailed" methods. The proposed bridge will provide more hydraulic opening than the exising bridge. Tow stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent wetlands. A Rip Rap pad will be utilized to dissipate the energy at each oufall. Waterbod Information Surface Water Body (1): Crooked Creek NCDWR Stream Index No.: 28-30 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su iemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Ciassification: None Impairments: None A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge S anning Water Bod ? Yes Deck Drains Discharge Over Buffer? Yes Dissi ator 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) � � � ., � V W O � � •� � V � � O V OFFSITE DETOUR ROUTE See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventional Symbols �� ° �� r�� .�� FRA1�ll�LI1� COUI�TY LOCATI011i: BRIDGE 1V0.26 OVER CROOKED CREEK O1V NC 98 BUFFER DRAWING �R�LIl`'bIN.�R� �t,.�Ns SH E ET O F DO NOT [15E FOR CONSTRIICTION TYPE OF WORK GRADI11lG, DRAINAGE, PAVING, A111D STRUCTURE BUFFER IMPACTS PERMIT BEGIN BRlD6E —L— POT STA/4+5/ B�N� � BE�IN STATE PROJECT l7BP.5.R.50 —L— POT STA10+50.00 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. —L— NC 98 �:�':;:':�:�'.� � END BRIDGE �41tl L►y/_� �L:Yil��l�: SPRING HOPE - END STATE PROJECT l7BP.5.R.50 —L— POT STA/8+/0.00 �,,- STEWART� NC FIRM LICLNSL No�. F-1199 1 t� l SL Cnry Park�+�y S�i tc t nl �Ca�y NL 2J518 � 1919) 55'1-0929 ECOLOGICAL ENGINEERING Prepared �� he o��e ot� HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH STEWART, Inc. LENGTH ROADWAY STATE PROJECT 17BP.5.R.50 = 0.108 mi. F�� SO ZS O SO �OO ADT = 2200 NOXTH CAROLINA �� Q�� DEPARTMENT OF TRANSPORTATION LENGTH STRUCTURES STATE PROJECT 17BP.5.R.50 = 0.036 mi. �� `�.� _ V= SS MPH 20/2 STANDAI2D SPEC7FICAT/ONS �P �� PLANS TOTAL LENGTH STATE PROJECT 17BP.5.R.50 = 0.144 mi. �.E. � $ CLAS$ = MINOR RIGHT OF WAY DATE: � a ARTERIAL MAY 18, 2015 AND�YE TOUN G PE srcuaru�: � 50 25 0 50 100 ROADWAY DESIGN ENGINEER � � REGIONAL TIER R7GHT OF WAY MICHAEL BURNS, EI ��, �e PROFILE (HORIZONTAL) COMPLETE: reoJscr nss,cN En�cr,vErn �p, �� PENDING �� v�Ae�� l0 5 0 l0 20 LISA GILCHRIST, EI LETTING DATE: Ncnoz coxracz PROFILE (VERTICAL) JANUARY 11, 2017 P� SIGNATURE: �- e, _"Y / ' / � /A /� /A� DETAIL 1 DETAII 2 DETAIL 3 /�/ �� i SPECIAL CUT DITCH SPECIAL CUT DITCH BANK STABILIZATION � � � �N ��o s�aiei �N r�o s�aie� �Ho�ro s�oiai � �/� / A/ \/ A/ \ � pc��' rm��. �Q / � \ �\/ \ �\ ,,,oi ti� �e� °ioa� How�oi d�` Ne< s oP r �Q � / /\ � /\ � Grou�d ?/ p F\o Gmund z'! D F\o Gro�nd 10'min. � � d d `�'I'ti � �� x%� ��T�'��'� � �,o�„��e �eo�e.��e s,p(� / r / i� � i� i ` M'n. D-�1 Ft M'n. D 1 Ff. GEOTE%TILE ! Type ofLner= Class B Rip-Rap Max.d-1 Ft. Type o(liner= Class I Ri�Rop Max d=1 Ft. / V� / �/ / X�\/�X/\ /\ FROM STA.11+94 TO STA.13+45 -L- RT FROM STA.12+50 TO STA.73+48 -L- LT TVPe °}�'^er= t6o ooTF�criiER�P-R90 s O,� �/ � � /\ vx FROM STA.16+65 TO STA.18+00 -L- RT FROM STA.14+94 TO STA.15+12 -l- —� 1� �� /� /�/ FROM STA.15+79 TO STA.15-99 —L— ��\ �% �\ � ALLOWABLE IMPACTS ZONE 1 �'�� xV BUFFER DRAWING SHEET OF �, �---�" - \�� ALLOWABLE IMPACTS ZONE 2 — — � � BEGIN STATE PROJECT 17BP5R50 —L— POT STAlOt50A0 SITE 3 /� /'/�i /�/ // �/ / / .. 1 GRAU 350 SPECIAL CUT DITCH W/CLASS I RIP RAP SEE DETAIL 2 /\ DDF = 12 CY \ I � CLA55 B RIP / EST 3 TON � 1 EST 70 SV . . GEOTEXTILE C �_^.-... - . � e.i� ,�_� �_----_. F C �15` W"- \ \: SITF I \, � ,\ A \ CLASS II RIP RAP �. $ BANK STABILIZATION `. o SEE DETAIL 3 E5T 110 TONS EST 125 SV GEO7EXTILE m (STRUCTURE PA ITEM) C SS II RIP RA F // � � , �/ i SI T E I NDOBENTLANDRPIOCE BANK S I T E L / j j �///� l , �/� ELBOWS J � �� i � << u, C1A55 B RIP RAP IN 1\ EST 3 TON E5T 10 SY CLA55 B RIP RAP GEOTEXTILE � E5T 3 TON ��\ CL4S5 II RIP RAP E5T70 • ' `.�• ' �.�• s, BANK STABILIZATION GEOTEy1L�'.�• ','.�� ',�.� SEEDETAIL3 -SPECIAL CUT DITCH • EST 50 TONS W/CLASS B RIP RAP • �'\ EST 65 SY GEOTE%TILE ; SEE DETAIL 1 , (STRUCTURE PAV IZEM�„j � DDE = 28 GY ,'-� `\ SITE 3 � � \ \ SITE 4 �STABALIZATION WITH CL4$$ II RIP RAP TO AREA SHOWN ON STREAMBANK (DETAIL 3) USE IMPERVIOUS DIKE NCDOT STANDARD BMP ALONG $TREAMBANK TO DEWATER AND ISOLATE ADIACENT WORK AREA TO REMOVE ExISTING END BENT AND INSTALL STABAIIZATION IN THE DRY. THE PLACEMENT OF IMPERVIOUS DIKE IS CONSIDERED END STATE PROJECT (IBP5.R.50 NDDBENTLAND RNST�ALLATOFNTOF -L- POT STA/S"fIO.00 THE BANK STABALIZATION. � S I T E 2 —L— POT Sta.18+5p,0p JI4.41Ny , .. A55 II RIP RAP Fi F / � � �T� �* �� R � GLA55 B RIP RAP PROJECT REFERENCE NO. SHEEf NO. 178P.5.R.50 4 WW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1DRELIMIN RY PLANS DD NOT U56 PO CONSTRUCTiON INC�MPLE E PL.�NS DO NOT V56 FOR /W ACUVLSI7TON �EC0�,90GICAL —� ENG[NEERING 50' 0' 100' GRAPHIC SCALE I50' 0' 300' WSET GRAPHIC SCALE E%IST��; .,Z----_ --_—__. p H o' aU p. '°___ NC HNY 98 :_� EST 3 TDI� . ..�;.rw. .,�_ EST 10 5Y GEO7E%TILE , � �. _ '- . . -.. .rY. r±"�_.. SPECIAL CUT DITCH W/CL45S B RIP RAP SEE DETAIL 1 ODE = 24 CV SITE 4 V J � CL/� % J vAR. .s. TYPE B-77 - > N O � U TYPE 8-77 61 S �� 'F L7C/'/�/ RL � � ; � PROfILE.SEE SHEET 5 TYPE B-77 GRAU 350 c�i N n i � TYPE B—�� GRAU 350 VAR. PeSe �' —L JIU.I`tT;JIeVU PAVEMENT—BRIDGE RFl_ATIONS�HIP SO�CTCI��f �NOT TO SCl1LE) BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ftz) (ft2) (ft2) (ftz) (ftz) 1@40', 1@110',1@40', 54" 1 PRESTRESSED CONC. 14+81 TO 15+49 -L- LT X 1518.8 790.3 2309.1 GIRDER 1@40', 1@110',1@40', 54" 2 PRESTRESSED CONC. 15+89 TO 16+44 -L- LT X 1386.1 809.7 2195.8 GIRDER 1@40', 1@110',1@40', 54" 3 PRESTRESSED CONC. 14+27 TO 15+07 -L- RT X 1604.8 734.7 2339.5 GIRDER 1�D40', 1@110',1@40', 54" 4 PRESTRESSED CONC. 15+09 TO 16+29 -L- RT X 2522.2 1385.4 3907.6 GIRDER TOTAL: �osi.s 3720.1 10752.0 0.0 0.0 0.0 Rev. May 2006 ., � V W O � � •� � V � � O V OFFSITE DETOUR ROUTE See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventional Symbols �� JI��`I�I[�� 1F I�II[�I�I�.��S FRA1�ll�LI1� COUI�TY PERMIT DRAWING �R�LIl`'bIN.�R� �t,.�Ns SHEETOF DO NOT [15E FOR CONSTRIICTION LOCATI011i: BRIDGE 1V0.26 OVER CROOKED CREEK O1V NC 98 TYPE OF WORK GRADI11lG, DRAINAGE, PAVING, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRlD6E —L— POT STA/4+5/ g�N� � � BE�IN STATE PROJECT l7BP.5.R.50 —L— POT STA10+50.00 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. -L- NC 98 �:�':;:':�:�'.� � END BRIDGE —L— POT STAl6+4/.00 SPRING HOPE - END STATE PROJECT l7BP.5.R.50 —L— POT STA/8+/0.00 � �. STEWART� NC FIRM LICLNSL No�. F-1199 1 t� l SL Cnry Park�+�y S�i tc t nl �Ca�y NL 2J518 � 1919) 55'1-0929 ECOLOGICAL ENGINEERING Prepared �� he o��e ot� HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH STEWART, Inc. LENGTH ROADWAY STATE PROJECT 17BP.5.R.50 = 0.108 mi. F�� SO ZS O SO �OO ADT = 2200 NOXTH CAROLINA �� Q�� DEPARTMENT OF TRANSPORTATION LENGTH STRUCTURES STATE PROJECT 17BP.5.R.50 = 0.036 mi. �� `�.� _ V= SS MPH 20/2 STANDAI2D SPEC7FICAT/ONS �P �� PLANS TOTAL LENGTH STATE PROJECT 17BP.5.R.50 = 0.144 mi. �.E. � $ CLAS$ = MINOR RIGHT OF WAY DATE: � a ARTERIAL MAY 18, 2015 AND�YE TOUN G PE srcuaru�: � 50 25 0 50 100 ROADWAY DESIGN ENGINEER � � REGIONAL TIER R7GHT OF WAY MICHAEL BURNS, EI ��, �e PROFILE (HORIZONTAL) COMPLETE: reoJscr nss,cN En�cr,vErn �p, �� PENDING �� v�Ae�� l0 5 0 l0 20 LISA GILCHRIST, EI LETTING DATE: Ncnoz coxracz PROFILE (VERTICAL) JANUARY 11, 2017 P� SIGNATURE: DETAIL 1 DETAII 2 DETAIL 3 SPECIAL CUT DITCH SPECIAL CUT DITCH BANK STABILIZATION � N f �o Smle� � N t lo Scale) 1 No� b Smle� o p�.°�� 5'min. � o� oe�n �` � �, c,o��d ?:/ p �p� �e� s�oa� cmo�d Z:! p bF�o e� siore G.00�d l.a'mio � z d d i� Georen��le Min. D-�1 Ft. GBo1xt1e Min. D=1 Ff. GEOTE%TILE Type of Liner= Class B Rip-Rap Max. d-1 Ft. Type o( l'iner= Class I Ri�Rop Max. d=1 Ft. Type o}Llner= 160 TONS,CL II Rip-Rap FROM STA.11+94 TO STA.13+45 -L- RT FROM STA.12+50 TO STA.73+48 -L- LT GEOTF�crilE= �90 s FROM STA. 16+65 TO STA. 18+00 -L- RT FROM STA. 14+94 TO STA. 15+12 -L- FROM STA.15+79 TO STA.15-99 -L- �DENOTES IMPACTS IN PERMIT DRAWING SURFACE WATER * • � � DENOTES MECHANIZED SHEET OF •�"►'"+'. CLEARING BEGIN STATE PROJECT 17BP5R50 -L- POT STAlOt50A0 W/CLASS B RIP RAP SEE DETAIL 1 DDE = 28 CY � SITE 2 SEE DETAIL 3 EST 50 TONS EST 65 SY- GEOTE%TILE ; `�� \STRUCTURE FAK; IZEMi„i J � \ \ �� "�O 8 �9` O�I REMOVE ALL PORTIONS OF END 6ENT AND PLACE BANK STABALIZATION WITH CLA55 II RIP R,4P TO AREA SHOWN ON STREAMBANK (DETAIL 3). USE IMPERVIOUS DIKE NCDOT STANDARD BMP ALONG STREAMBANK TO w aKTnR aNDos°EMove ezisTir"ic END STATE PROJ/E��CT (IBP5.R.50 END BENT AND INSTALL STABALIZATION —L— PV/ �A/S"fIO� PROIECT REFERENCE NO. SHEET NO. 178P.5.R.50 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER FRE]LIMIN RY FLANS DO NOT U5B PO CONSTRUCTION i °"°` I�ECOLOGICAL ��IGNGIN��RING 50' 0' 100' GRAPHIC SCALE 200' 0' 400' INSET GRAPHIC SCALE E%IST�':: Z----_ --_-__. a p NC HNY 98 :. EST 3 TDrI � �. .. . -.,.:�;.r�.,-,.,:,_. EST 10 5Y GEO7E%TILE - � .. .. <-��.rvtr±"` . SPECIAL CUT DITCH W/CL45S B RIP RAP SEE DETAIL 1 ODE = 24 CV FOR -L- PROfILE.SEE SHEET 5 I SEE SHEETS S-ITHRU 5-34 FOR STRUCfURE PLANS � —L— JIU.lbrt91.VU �✓AR. P.S. TYPE B-77 `�' TYPE B-77 GRAU 350 �, o`� o�% � Q � o`� o 0 —�_� � �� TYPE 8-77 � TYPE B-77 GRAU 350 � � s � VAR. PeSe o� � BEGIN BRIDGE -L- Sta.14f5/v00 PAVEMENT-BRIDGE R_Fl_ATIONS�HIP SO�CTCI��f �NOT TO SCl1LE) DETAIL 1 DETAII 2 DETAIL 3 SPECIAL CUT DITCH SPECIAL CUT DITCH BANK STABILIZATION � N f �o Smle� � N t lo Scale) 1 No� b Smle� o p�.°�� 5'min. � o� oe�n �` � �, c,o��d ?:/ p �p� �e� s�oa� cmo�d Z:! p bF�o e� siore G.00�d l.a'mio � z d d i� Georen��le Min. D-�1 Ft. GBo1xt1e Min. D=1 Ff. GEOTE%TILE Type of Liner= Class B Rip-Rap Max. d-1 Ft. Type o( l'iner= Class I Ri�Rop Max. d=1 Ft. Type o}Llner= 160 TONS,CL II Rip-Rap FROM STA.11+94 TO STA.13+45 -L- RT FROM STA.12+50 TO STA.73+48 -L- LT GEOTF�crilE= �90 s FROM STA. 16+65 TO STA. 18+00 -L- RT FROM STA. 14+94 TO STA. 15+12 -L- FROM STA.15+79 TO STA.15-99 -L- �DENOTES IMPACTS IN PERMIT DRAWING SURFACE WATER * • � � DENOTES MECHANIZED SHEET OF •�"►'"+'. CLEARING BEGIN STATE PROJECT 17BP5R50 —L— POT STAlOt50A0 �Uel 145 PG��473 �� / ��, �� I I I I l�. �� _�o �,;r� �,r� � `—SYtCIAL (;iUl UIICFi i�� W/CLASS ;B RIP RAP SEE DETqIL 1� DDE 28 CY �'� SITE 2 �"�O 8 �9` O�I REMOVE ALL PORTIONS OF END 6ENT AND PLACE BANK woaK nR a To'REMove Ezis`TiNc END STATE PROJ/E��CT (IBP5.R.50 END BENT AND INSTALL STABALIZATION —L— PV/ �A/S"fIO� SEE DETAI� 3 / j �. EST 50 TONS m / / EST 65 SY GEQ TE%TILE `� � / (STRl7CTlfRE PA`7��JEN��,J � � ( G \ . � .�/ . (�"��\ \ / � -' /�rN\ RG.�C: E�WpBQS� � \.. wo�7i7., .� \ r� _ -SPECIAL� CUT DITCH W/CL455 B RIP RAP SEE DETAIL 1 ODE = 24 CY LIVING TR[JSi � PROIECT REFERENCE NO. SHEET NO. 178P.5.R.50 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER FRE]LIMIN RY FLANS DO NOT U5B PO CONSTRUCTION i °"°` I�ECOLOGICAL ��IGNGIN��RING 50' 0' 100' GRAPHIC SCALE 200' 0' 400' INSET GRAPHIC SCALE NC HNY 98 20' B57 �4,.r-:..._. .. .. ^�._rn��-' �.. w000s FOR -L- PROfILE.SEE SHEET 5 SEE SHEETS S-ITHRU 5-34 FOR STRUCfURE PLANS ✓AR. P.S: � TYPE B-77 `�' TYPE B-77 GRAU 350 i O N O� � �Q � O N O � —�_� � �� TYPE 8-77 � TYPE B-77 GRAU 350 � � s � VAR. PeSe o� � BEGIN BRIDGE -L- Sta.14f5/v00 PAVEMENT-BRIDGE R_Fl_ATIONS�HIP SO�CTCI��f �NOT TO SCl1LE) WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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@40', 1�a 110',1@40', 1 14+95 - 15+14 -L- RT 54" PRESTRESSED < 0.01 32 CONC. GIRDER 1@40', 1�a 110',1@40', 2 15+20 - 15+70 -L- RT 54" PRESTRESSED < 0.01 CONC. GIRDER 1@40', 1�a 110',1@40', 3 15+78 - 15+87 -L- LT 54" PRESTRESSED < 0.01 47 CONC. GIRDER TOTALS: < 0.01 < 0.01 79.00 Mechanized Surtace Water Clearing In �mpacts Wetlands (Sq. Ft) Impacts: (sQ. F'� Ske 1 0 126 Site 2 361 0 Ske 3 0 238 Total 361 364 3131/05 Rev.Jan 2009