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Home My WebLink About20150608 Ver 1_Application_20150618Pat McCrory Governor ��F�p�y� W`s NCDENR North Carolina Department of E�nvironment and Natural Resources John E Skvarla, III Secretary Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: B-280040 County: Davidson Bridge No. 40 over Swearing Creek WBS Element Number 176P.9.R.3 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. 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's Minimum Criteria Rules. Date: 6/18/15 Applicant Name: NCDOT Division 9 Applicant Address: 375 Silas Creek Parkway Winston-Salem, NC 27127 Primary Contact for Project: Amy Euliss Phone No.:336-747-7802 Is this an after-the-fact application: Yes X No River Basin: Yadkin Pee-Dee Stream Classification: C Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 Local: None Project Description — This project involves the replacement of Bridge No. 40 on SR-1298 over Swearing Creek in Davidson County. The existing bridge is a 3-span bridge which is 135' long and 30 wide'. The proposed structure is a 3-span bridge which is 150' long and 33' wide. The proposed bridge shall consist of deck drains that will NOT drain directly into the jurisdictional limits of the stream; Class B rip rap pads will be provided under deck drains where slope protection does not cover exposed ground in the floodplain (including the wetland). Permanent impacts have been minimized by adding skew to proposed bridge and by keeping proposed piers mostly out of the jurisdictional limits of the stream. Permanent wetland fill impacts totaling 0.03 acres are for rip rap pads under deck drains for energy dissipation, and new piers. Mechanized clearing impacts totaling 0.06 acres are required for installation of silt fence, and excavation impacts total <0.01 acres are for installation of a rip rap pad to dissipate energy from road stormwater. Temporary wetland impacts of 0.08 acres are required to remove an existing concrete-lined fill face and conc�te p��s. There will be 44 feet of temporary impact on the existing channel Signature: Print Name: /tM U> rn � �» � �(�� ) li�C� Title: � W� ' J,�,on � 'IransporlaCion Pennliting Unit 1617 Mail Service Center, Rale�qh, North Carollna 27699�iB50 Lora�'on: 512 N Salisbury SI., Raleigh, Norih Caroltnz Phone: 919-707-87841 FAX: 919-733-1250 Internet. hitp:llportal.ncdencorglweblwq An Equal Oppatlanity V AKrma[ive Ailon Enployei Onc NorthCarolina �aturallr� WETLAND PERMIT IMPACT SUMMARY 8n Existing Exisling Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site S�ation Siructure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (FromRo) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) ac (ac) (fl) (k) tt 1 11+39 / 12+62 Clearin /Brid e/Ri Ra Pads 0.02 0.06 < 0.01 0.03 2 12+g3 / 13+67 Brid e BenVRi Ra Pads 0.01 0.02 0.02 44 3 73+60 / 13+74 Clearin < 0.07 TOTALS': 0.03 0.08 < 0.01 0.06 44 'Rounded totals are sum of acWal impacts NOTES: M � o� � � � U w � � � � � 0 0 � A �r, V �C � l� O V GRAPHIC SCALES 50 25 0 50 100 PlANS 50 ]5 0 50 140 PROFILE (HORIZONTAL) DESIGN DATA ADT 1993 = 200 ADT 2025 = 400 DHV = WA % D = WA % r = wn vo V = 50 MPH FUNC CLA55 = RURAL LOCAL �"][°A°I[°]E �1F l�T�ll�°1C1�[ �A]1��1L�NA ��I�N �1F 1H[��1�[W.S�� DAVIDS011t COU11tTY 176P.9.R.3 LOCATIOIY: BRIDGE 1V0.280040 OVER SWEARING CREEK ON SR1298 (GRIMES BOULEVARD) TYPE OF WORK WIDEIYIIVG, GRADING, PAVIIYG, DRAINAGE, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT �� CFIARLpT(g DR U STA 10+00.00 IN TIP PROJECT l7BP.9.R.3 swaHrr y x�.siesn nxse ---_-_____ � : R��1�, 1 d., _ _ _ _ - ��'J� swnnfei SITE mnxsn nxe� � swaHn SITE 2 �Sx qxeq P� _ �RS�__i____��__ ws�. V 105 t• ro - SAI.iSBURY RD —� ip Mpq � (GR(M65 BOVLfiYARD) nos 4 �SITE 3 I i✓—r_a,.�__�_____'�__ — i�' 1 I�h41] swakei maxsx .sx� PROJECT LENGTH rrq�ored m rre arrm ar, �o /�T K I N 5'616 6. MILLBROOX ROAD, SURE A310 RAfF1GN, NORTN CAROLINA 27609 LENGTH ROADWAY T.I.P. PROJECT 17BP.9.R.3 = 0.075 MILES (919) 9Jb-6BHH NCB6S5 #F-0326 LENGTH STRUCTURES T.I.P. PROJECT 17BP.9.R.3 = 0.029 MILES 20/25TAADARD S➢6CIPIGRONS TOTAL IENGTH T.I.P. PROJECT 17BP.9.R.3 = 0.104 MILES CLINTON MORGAN, P.E. RIGfIT OF WAY DAT6: rxoiscr srcmzsx IAN BERDEAU, E.I. PMOJPLY D&SfGN &Yf/vnvo L8777NG DATE: MqnHEW JONES, P.E. JUNE 2015 xcoor coxr�cr XYDRAULICS ENGINEER ROADWAY D8SlGN ENGM66R �1 e PERMIT DRAWING SHEET 1 OF 5 �� ro�o° N �� 2 DfVlSION OF H7GHWAYS STAT6 OF NORTH CA(tOLINA SWAMP/ MARSH AREA — �.��i — — — — — — — � � * � '� ,� .� _ _ _ � � � � _� * �k� ** � * � ,�� ^ � * �k * > >K �K �k � �� * *�* ,- ,, * T/// T T 401T � III \! � 15" RC 2G � � 1 L 1� � � c --_______402 � � __ � � �s- '� � '� 4C � � � — —Es�f.�-2� fONS CLASS B RIP RAP EST. 7 SY FF II! � � * ��\ � � � WETLAND AND SURFACE WATER IMPACTS PERMIT � �� -� � - - � � � z '� � � \ � � � rn RIP � RAP �T PADS /o� SWAMP/ SITE 1 MARSH AREA 25 12.5 0 25 50 ea � RIP R PADS T �� G ENLARGED VIEW OF IMPACT AREAS � MO �� roo° grv Y� i PERMIT DRAWING SHEET 3 OF 5 � SITE 2 — � 9�� — — — ,� s � * '� ,� .� � � � � � �k �k * l��-�.` '�� '� � � � * * :� �Ic *CMc� -'' � * * � � �� e "'� � '� - , - *�* � ��\ ** I I I �� REMOVE ' � � F _ _ _ ** -r - _ \\ MES BLVD � SR 1298 26' BST �I �TYPE III � --�`-- // F -- �ITE 3 F C � � — — � — � � � � * � L — � — —8�M'� — — REMOVE ��T_L %��/� DEN07ES TEMPORARY ��/J�/,� IMPACTS IN SURFACE WATER �DENOTES TEMPORARY FILL IN WETLAND �DENOTES FILL IN W ETLAN D ,*k * ; ; * * DENOTES MECHANIZED •. r« r. CLEARING IN WETLAND � DENOTES EXCAVATION IN WETLAND - --- / . _. .. ... _ _. _ .. � _ . � � FM-- 150 140 130 110 110 100 90 &0 7A 60 SO 40 30 20 1D 0 1D ZO �0 d0 50 6'0 ZO g0 90 100 110 120 130 140 150 � : ; - ; : i._ i.__.. _ PS�I�,DRA�FISG seo. 67R �Q 65Q 640. 630 ....... _..; -----;__. �.._.. _..; -- ._..�---- _ ..... ........'�. � .... _ _ ' ' _. _670.. . . . . . . , ..... �.. �� - '-o:ozo---;�—oozo.:,......� .....� _ ..... . .. .. . - --- .__.. .. ..... .. i i i GSO�,� ��n„c �� .:........:........:_..----;.._....;....._.;___..J.___ ._.__ .__ _... ', .... .... .... ..... __. -�--- ---.. ..... .. .... ... ._. .._ ._._ ..... ..... _... ..... .._. __660.. : : : ;�so"� : �<og, ; ..;._ ._�.. ..;.. . � _;� .;.. ..;.. , .;.. .;.. � ..;.. : : : ' ' `—�.� � � �'�_.—_ � � — _ _--_ _ _ _ __,__ ..�.. .... �: : : : : : : : �.\ .. ;. . .:........:........:...._..'---__t........;.........;.........j.....---�--- ----`-- 650 — — ; I _.. 3... .O. _ , __ _. _ . _. ._:... :� +65 O: Sl'UDY LIMIT BOi1NDARY LIMIT OF MECN CLEqRING ; � .._ _, _i ;... < ' _ _. _ — _ _.._ _ 690.. ,. _ . , ;.. ;.. . : ; - _i IN WETLAND ; . . . , - �- � .. .. . i i i i i i i i i i BEGIN MECH CLEARING FOR EROSION CQNTROL; i___..i......._i ...__:._ .....:........<-.._....i__.....i.__ — - — ( N OU ) G30 __i._.__:........i ........:........:...._..:.........i__ _ _ — _ _..........__..............._. ME;4SURE5; ,. WETLA D: 8 NDARY ..i.. :.. : i 67Q ..:........:..___:........:........:......_.:_.__..:____.'�....----�--------�------:........:......_:...__.:�. . . .._. ..._ _.--- —__ __. .... .... ..... ..... ..... , ..... ..... _._ :...670.. . . . . . . . .. . t � o:ozrr � � � � o:osn. :,. .. . . ' . . .:. . . .:.. . . . . . . . . . . .. �.;. _ _ ... .. . .:. . . .: _ . .:.. . ' . . . :.. ; : : : : � : s`av/ � m � � , i i �y : .. . "'� \�'N� �` G60 :.__- - --------------- ' i i �, ' . . �. . .._._ .._, ... ...._. . ...... / :..._. ..... .. .....: \o^e :__ :...... . .l :_. :...... - - �-- -----.. .--------------- .:...6G0.. 65Q � 63Q '� ---- � �// ; �'.�------ — ---- .:._._..,. �....._.1._.....:.._....:�..___.:.___..:___._..__...:_._ ..:.---- ---- ---- .._ .._. ' .._ . ..... ..... ..... ..... ..... .... ---- _.. ...... ---'-- --'-- — ;.. _ :.. I SY,UDY LIiv11T BOUNDARY; i i i i ! i LIMIi OF MECH CLEARING: ', , , ;.._....;_.__.. ' _1__....1....__ _____IN.WETLANQ:...__.'. i _. _.. __ i i i i i i BEOIN MECH CLEi4RING ' 3 .O _. —: � +�� 0; FOR' EROSION CONTROL ' ..._._:..__..;_.......� ..........:..._...-'---650.. ........:........:.. _ .....:_ .__....:.........:...690.. :.._.. � .....; ..:... �...... . . . , , , . _. ' ' 630 MfASURES., ,. — _. __ , —. _. .. i i i i i i i (WETLAND BOUNDARY) '', ..68R .l..._. ....._;.-----'----- - ;.__. �....--�--'- - .....1_ `__.- .-..--'�------'--------'..------' ---_ .. . .... ..... .. .. ..... ._. --�- ---- �---- � ..... ... ' .. ..... .... 1..680.. --67Q--�---� -- -- �--J, ;... ..;------ ----� ----->-- � ---- ----- �--- - - ---- -- . _... �, �--�- - ----- -- � ---- - ._._ ..... � --- -- � ---- --- -`--670. i i a� � _ � — o _r \� 66a ;...... i _. 0010 OP�4 �`O<E ; ,... ;...... . , :.. ,... . � :./�'�. ~ _.; .�`� _� . _.. --� - - J...660._ , �. ... _, :.. ;.. . � : - ' : : : : �—�--_-T_ . `I,\I/ . , : ; � � � _.__�' ; � ,-- ', , --.YX�� , � �', ',_._--_ � --65Q i...._ . - ....i ..i_. _;---... .....; ..;... ;. ... . , .... -�-� ---�- - -- - ----- ----- _. � ... .... __ ._. �, _.. . ..... .._. ._650.. , .. ..; .. ;.. .�.. , : : : : : STUDY LIMIT BOUNDARY : : '� � '� � � � � UD IT D ' ' � � � !ST Y �LIM BOUN ARY � � LIMIT;OF MECH CLE RING 64C! :. _. ... _ . _ _ BEGINWMECH CLEARING MEL�CH .CLEARING 690. _ ; 2 .� '��IWO�N FQR ER0910N CONTROL � +OO O BEGIN: MECH: CLEARtNG 63Q..:_.__. ; _... _....,.__. MEASURES _ _ FOR �RO SION CONTROL ...___.. _..._ ... __.._ :........:........:....._.:.........',.... __. _. . _ . .._ .�:.- - - ------ .......:........:... .:.. 630 -; bAEAS ES"- ;.......... :.. .. . . . . . ; . . . . . . . ��, �. . . . . . ��. (WETLAND BOUNDAR,Y) ', . . . . . . .68Q..:._.. . ___-------------- :..._..- �---......:-------._:_. .:...... . ......: ._.:... ..:...... .__.---�-------=-- ----�------- -.._.._. ..._.,... ........ . ..._.....----�--- ---�------.__ ._.... ------..---�---._..--- ----..---',...620.. —�— 110 100 9,0 60 70 6.0 Sp 4,0 30 20 lp 0 1A 2� $0 4A 5A 6U T,b QO 9,0 100 1j0 120 130 1q0 1g0 � �.��`� ��y North Carolina Department of Transportation i � SI()1'lll\Vi11C1'; ' �� ,,.,,,, Highway Stormwater Progrem STORMWATER MANAGEMENTPLAN (Version 12; Releasetl July 2012) FOR LINEAR ROA�WAY PROJECTS Pro'ecUTIP No.: 178P.9.R.3 Coun ies : Davidson Pa e 1 of 3 General Project Information Pro'ect No.: 17BP.9.R.3 Pro'ect T e: Brid e Re lacement Date: 2/t012015 NCDOT Contact: Mallhew W. Jones, PE Contractor / Desi ner: John F. O lesb , PE ATKINS NA, Inc. Address: 1605 Westbrook Plaza Drive, Suite 201 Address: 1616 E. Millbrook Road, Suite 310 Winston-Salem, NC 27103 Raleigh, NC 27609 Phone: 336 747-7800 Phone: 919)431-5281 Email: mw'ones ncdot. ov Email: �ohn.o lesb atkins lobal.com Ci Rown: Lexin ton Coun ies : Davidson River Basin s: Yadkin-Pee Dee CAMA Coun ? No Prima Receivin Water: Swearin Creek NCDWQ Stream Index No.: 12-113 NCDWQ Surface Wate� Classitication for Primary Receiving Water Prima : Class C Su lemental: Other Stream Classification: 303 d Im airments: biolo ical im airment, fecal coliform fsh adviso 'see note below Buffer Rules in Effect Pro ect Descri tion Pro'ect Len th lin. Miies or feet : 550 fee� Surroundin Land Use: Highway right-of-way; sanitary sewer easemenk wooded and wet areas Pro osed Pro ect Existin Site Pro'ect Built-U on Area ac. 0.38 ac. 0.40 ac. Typical Cross Section Description: Roadway: 2 Lanes at 72' each with 3' Paved Shoulders; Bridge: 33'-0" OUT-0UT, 29'- Roadway: 2 Lanes at 71' each with 3' Paved Shoulders; Bridge: 33' OUT-OUT, 25' 10" Clear Roadway Width. Clear Roadway Width. Average Daily Traffic (vehlhrlday): Desi nlFuture: 200 Exislin : 200 General Project Narretive: The prqect is for the replacement of Bridge No. 40 on SR-1298 (Qlover Road) over Swearing Creek in Davidson Counly. This bridge replacement project is part of fhe Low Impacl Bridge Replacement Program. The proposed bridge shall consist of deck drains ihat will NOT drain directly into ihe jurisdictional limits of the siream; Class B rip rap pads will be provided under deck drains where slope proteclion does not cover exposed ground in the floodplain. There will be a s�ormwater drainage system consisting of 2- grate inlets in shoulder berm gutter at the low point of the roadway vertical alignmenl and associated pipe systems. The outlel pipe shall consist of a 15" corrugalled aluminum or steel pipe along the existing roadway emabankment slope (approx. 3:1). A rip rap ouflet pad per NCDOT standard drawings will be placed at the outleL It is not recommended to place a pre-formed scour hole within lhe limits of a jurisdictional wetland. The existing wetland at the outlet will have to be excava�ed for the rip rap pad. Adding an elbow at ihe pipe oullet will furiher reduce outlet velocities.'NOTE: Swearing Creek al Ihis location is not on the construction-related 303(d) list of impaired streams. References tr -�s=, \ ��" � �y �tky ; . North Carolina Department of Transportetion � �, � Highway 5lormwater Program �J < STORMWATER MANAGEMENT PLAN ''��' �" P01Y) FOR LRlEM flOAUWAY PH0.IECTS Pro IP No.: 17BP.9.R.3 - Count ies : Davidson Pa e 2 of � 3 r . � .::,.,. �-� Profect Enviro � .. . . i , '1 ` , -.„ . .., ....... -,... � _,... . . .. � . .., o.',-.,� x n-.�.3. � SuAace Weter Im eces """ ' , '"" "' �"' > Sheet Station Feature Water / Wetland / Receiving Surtace NRTR Map NCDW� Stream NCDWQ Surface 303(d) Type of Ezisting Proposed No. From/To Im acted BuHerT WaterNeme ID Index WeterClasaification Im airmenta im act SCM SCM 11 r68 L Wobglcel Impelrmarq / 4 11+93 L Wetland Floodplain Pool Swearing Creek 12-113 C tecel coinorm Fill 4 12+01 L y,retland Floodplaln Pool Swearing Creek 12-113 C aoiogce� Impaimwmi Excavation 72+21 L Iecalcoliiorm 4 12+26 C yyetland Floodplaln Pool Swearing Creek 12-113 C biological Fill 12+48 C Impalrtnent 4 72+86 C Stream Perennlal Swearing Creek 12-113 C biological Fill 12+94 C impairtnent 4 12+94 C Wetland Floodplain Pool Swearing Creek 12-113 C biological FIII 13+02 C impalrtnent 4 13-13 L yyelland Floalplaln Pool Sweanng Creek 12-113 C biological Ezcavation 73�� impairtnen[ 4 13+17L WetWnd FloodplainPOOI SwearingCreek 72�173 C biological Fill 13+50 L impalrment 4 ��ZR Wetland FloodplalnPool SwearingCreek 72-113 C blological Ezcavalion 11+78 R impairment 4 12+13fl Wetland FloodplainPool SwearingCreek 72-113 C Dlologlcal Excavation 12+21 R impalrmenl ' List all siream and suAace water Impact locations regardless of judstliction or size. Equalizer Pipes to De noted as a minimizalion of impacts. All proposed SCMs listetl musl also be listed under Swales, Prefortnetl Sour Holes and other Energy Dlssipalors, or Other Stormwater Control Measures. � Deacri tion of Minimixation of Im ecta or Mki etion Permanent impacts have been minimized by keeping proposed piers out of the juridictional limits of the stream. The bulk of the Impacts are temporary. For example, the bulk ot the impacts are due to mechanized clearing for the installation of erosion control devices and permanent fili for the installation of the new bridge bents. The bridge was also skewed which minimizes impacts to the floodplain wetlands at ihe propoesed stone-lined (ill face. Reterencea ��. �.1-IighWFi North Carolina Depertment of TranspoRation (/� I. �� ' ,,,,,,,,'A� Highway Stormweter Progrem \•.�� STORMWATER MANAGEMENTPLAN -- Mbn 72; RakeNtl July 101Y) FOR LINEAR flOADWAY PHOJECTS Pro ect/TIP No.: 178P.9.R.3 Count iea : Davidson Pa 3 of 3 �- -�:.--.� PreformedScourHOka.antlEner Aisel tora� _ . .- _rw. . �__.. , . ruc ura Shaet E�ergy Dlasipator Drelnega Area Dimenslons 010 V70 No. Station T Ri ra T ac Conve ance Structure in cta t e 4 11+75R RlprapApron/Patl Class'B' 020 Pipe 15 1.0 p res ❑ No Have minimum design criteria, as presented in ihe NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-14 Jul 2006 , been met and verified, as a licable? If No, rovide fuAher ex lanantion of wh desi n criteria was not met. Additlonal Commenta The high velocity reported is based on 10 year storm event. Due to inlet conirol, Ihe pipe will never flow full and the continuity equalion does not apply. e ar o e s anagemen rec ces o0 ox, ers on arc an ar e ai s, e e era ig way mims ra ion reu ic ngineenng ucu ar o. , Third Etlitlon, Hydraulic Deslgn ol Energy Dissipalors for Culveris and Channels (July 2006), as applicable, for tleslqn guitlance antl critetla.