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Home My WebLink About20180335 Ver 1_401 Application_20180308 (3)Water Resources ENVIRONMENTAL OUALITY �' Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are ansv�red. Submittal Type:* r NewProject C' Pre-Application Submittal C' More Information Response �' Other Agency Comments New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and do not have the expectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an e�sting project. Project Contact I nformation Name: James Rerko Who is subrritting the inforrration? Email Address:* jjrerko@ncdot.gov Project I nformation Project Name:* Bridge 770432 Is this a public transportation project?* l•' Yes �' No Is the project located within a NC DCM Area of Environmental Concern (AEC)?* C' Yes l•' No l" Unknown TI P#: WBS#: 17BP.6.R.77 (Applies to DOT projects only) County (ies) * Robeson Please upload all files that need to be submited. qick the upload button or drag and drop files here to attach docurrent 770432_PermitPackage.pdf 1.06MB Only pdF or larn files are accepted. Describe the attachments: Attached is the permit drawings for Bridge 770432. The project does not have impacts to either stream (canal) or wetlands. As such, the project does not require a permit. For your files. * r% By checking the box and signing box below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY') o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY'); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: * � ��'� � Submittal Date: � �j�� , Norch Carolina Department of Transportation 5 tt �rn itivax�e I . . .. Highway Stormwater Program �;1' STORMWATER MANAGEMENT PLAN -_ - (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: SF-770432 TIP No.: 17BP.6.R.77 County�ies): Robeson Page 1 of 2 General Project Information WBS Element: SF-770432 TIP Number: 176P.6.R.77 Project T pe: Brid e Replacement Date: 11/22/2017 NCDOT Contact: Galen Cail Contractor I Desi ner: Brandon T. Barham, PE - Ecolo ical En ineerin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: bbarham ecolo icalen .com Cit ITown: Rowland Count ies : Robeson River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.076 Miles Surroundin Land Use: Rural area with forest and agricultural land uses Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: 2@10'-0" lanes with 5'-5" shoulders and 1-1" guardrail 2@10.0 ft lanes with 1.0' shoulders Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 1240 Year: 2025 Existin : 620 Year: 2004 General Project Narrative: State project SF-770432 involves the replacement of the existing NCDOT Bridge #770432 on SR 1157 over Back Swamp Canal. Bridge #770432 consists of 1@18.3', (Description of Minimization of Water 2@16.7', 1@17.5' RC Deck on timber joists with timber caps and piles. The proposed bridge at #770432 will be 1@55', 1@30' Cored Slab W/ 4'-0" caps. The proposed bridge Quality Impacts) is located in Zone AE of FIRM Map number 3710933100J and was studied by "Redelineated" methods. No deck drains are proposed. A modified concrete flume is proposed because there was not enough space or slope to put in a pipe. One stormwater outfall is proposed which includes a Rip Rap pad to dissipate the energy. Waterbody Information Surface Water Body (1): Back Swamp Canal NCDWR Stream Index No.: 14-8-(2.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Back Swamp Canal Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N!A Dissipator Pads Provided in Buffer? N/A 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) � S H S �' i T f— , n �� 3 r i ;; � [ w �� « �j' � f7 Q,' _ �, �,;_�� e�' See Si�et 1A For Index of Sheets See Sheet 1 B For Conventional Symbols See Sheet 9C- 9 For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DETOUR ROUTE TO SR 1155 (DEW RD.) ��'s�1��;; ��'` �� `T]�1� (�,��1��1� I�1� � I_ � i[��II S II��.�� 1T--0' l�-�_I�� I��.�� '�' � ROBES01� COUI�TY LOCATI0111: BRIDGE NO. 770432 ON SR 1157 (HENRY BERRY RD.) OVER BACK SWAMP CANAL TYPE OF WORK GRADING, DRAINAGE, PAVING, A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT ►� CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. PERMIT DRAWING SHEET 1 OF 3 �� P�� o vs OOGUMENT NOT GONSIDEREO FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LE11tGTH Prepared ln the Offlce of: HyDRAULICS ENGINEER � ��1r�1� 504 Meadowland Drive Hillsborough, NC 27278-855t ADT 2016 = 500 vo��e: �e,snsz-sas3 r-a.: (sis) �sz-sns ZO �O O 2O 4O DESIGNANDENGINEERINGSERVICES www.SUmmi�de.net �F ��pb'�1 T= 6 %* LENGTH ROADWAY PROJECT = 0.059 MILE$ FIRMNO.P-0339 �� ,s 201? STANDARD SPECIFICA770N5 @ �� PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.017 MILES � �� Y.E'. TOTAL LENGTH PROJECT = 0.076 MILES sicxAzu�: � � 20 10 0 20 40 < nST = 3% DUAL 3% RIGHT OF WAY DATE: TRACY N. PARROTT, PE s � NOVEMBER 29. 2016 PRo�Ecr sxc�nEEx ROADWAY DESIGN �� ,� PROFILE (HORIZONTAL) ENGINEER � FUNC CLASS = LETTING DATE: BRANDON W. JOHNSON, PE �� WA�� 4 2 0 4 8 LOCAL RURAL NCDOT CONTACT: VIRGINIA MABRY MAYAGER,PRlORITY PROJECTS UNfT NOVEMBER 29, 20�6 1'HO/EC7 DESIGN EA'GlNEER PROFILE (VERTICAL) SUB—REGIONAL TIER SfGNATURL•: PE Z O s PERMIT DRAWING SHEET 2 OF 3 10' 0' 20' � CRAPHIC SCALE __� � F / �c ��—' � / �� i rtis_ � i 35iPC 655 � � // / � /� j/ F � ` / /' / � CLASS B qU'-RAP� . // . Ef.SZ-?�f6N5 . RETAIN GEOTEXTILE � F � AT-1( R=2GTD �� / _____� � -----------J �F -�-.�. � . � �i _—__ �� F �\ 040 � INC. T�'P. BEG SBG 86 LT F 1 �5„ lsKtU IL—S � " —' � L1 �I /� \ FS � � \\ ��\ � RETqIN � �� m I TO - 0' SPECIAL NT DITCH SEE DETAIL 1 i SATl1RNIIJ. � . l+�✓q SLI ne ies� Mp � ��-- i _ . . . .., , �. . RCTAM -.;.ifi." r-. .r--_ _ . �� — ` �� /� GREU TLg-�3 .� I ..� T � —/ _ � 8 � ffi�-tl rrP. _ � �� [Wl BRIDGE N0.770432 1^ I i 'L� 8� �� 29� ' ancxie oe . oa e, � ' __S F ----F O Q _I_ / / // F � / ;� . g:l ` /� F � GREU 7L-3 `� � �. �1 / ^__- pE�� / � C ' F . . \ \\�/� /// i" F R=� ��.��^'' ip W0�)�'« PROJECT REFERENCE NO. SHEET NO. l7.BP.6.R.77 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o� , ,,,e ❑� �� M a � � � 3 nte �f- �,IF.COLO�,ICAL ��,E nY T:NGIN� .RIN(, RES P\N / /, / / / � lN APP 1.08' - . �M/N. - - a �-- 87' -4%Z" � �PE� . . �� DETAIL 1 � � � Re ! c" � SPECIAL CUT DITCH N � ' , -��'-" J v1 � ' . O � � /� _ _ SPECIAL CUT DIT � SEE DETAIL 1 iN��o s�ie� I �� Q .,__ i.,. i �i _ � M N �� M o��<n � I �n \ I I .,k O � O I � Ha< SIaPe I `�� \\ U I I � Q � Q � � �o��d 3.��" 3F�o SPECIAL CUT DITCH � m o SEE DETAIL i \ 1 I CLASS II RIP RAP �TYP) Min.0=I.0 F. i \ �F I I I .. u n a n,p E-u I \ eii FROM STA.12-r50 TO STA 12;-92 -L- RT I FROM STA.IA �� 50 TO STA 15-� 25 -L- RT � -ETH LOwRY ' S��- i I ; I "'._.:-�. __ L� 8. N RIDGE FROM STA. I4+50 TO STA 15 - 75 -L�- Ll .,� ' � _ - v I �� :`...,.-_ -.-.L_..i,- v._, � ' l� Y _ _ ', F OR ST R U CT U R E P L A N S S E E S H E E T S S-1 T HR U S-/ 9 m ; I; � ` � SKETCH SHOW/NG BRIOGE TO PAVEMEKf REL4TlONSHIP — - -� — 1— .,. I` _ �. � . �. . i ' _' �-.. �,. . _ ��.... I�I U �� : . . I :�-J I '_�'___� . . . . . ._, .�L��_ I ._� :�_ . . . .. '_ :: �.. � ... .! : ___ ,._ . � �..� i,� �. BM #7: � �: . '�-'I _ :II � I 160 - - _ �- i - � - ' `' =L- SR 1157 (HENRY BERRY RD) ' . -LL STAA156 63 75�34 84�1TT ' - � -_ _ i i i i �� .. _ . . i i . _. �� i .: �. . �. . _ . . . . . . . . . I _ - u_� - � � Z `= i _ .�. liu L J 1- EL 146.50' i '. �-q ... ... i i i . . .. .. . _ � .. . . ... __. ..._ . . __ .. . ._. _.. .__-I iT .... .. ___ i _ I .. ... .___ �- - T i� i �' __ _. .. . .__ � ... ... .._ .... .._. . . .. .. . . _ _ . . r .. . ... . �7. __ BE6/N GRADE iL -� �:_iE � i E_ �.: L- _ i T' i BEGIN BRIDGE I I I ,-- � �- �- �--- "_-_ END BRIDGE �_�G �i �- �1-' END GRADE � Ii i'_ I1 � ��': : 156 EL =�4638 50.00 -,- =T, � _ � EL =�46.90+10.80 , - � : ' - r�- T EL = 147J5 + � �-� , �' : :_: _ i I -L- STA 15+50.00 ', r � : � —; _ i r i--� � -�-- — i i�, � i i r, —— - i - r i � i ,- : ' -- EL 14723 � li : IT � �� i�, � - L- r- u� Pl = 14+85.00 , � �z� 1 � � �� ,__�� 1� ;� + - _ � � _ �.. 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T� T-L - , I . 1 1 ( I I � I � _. _ _ _ _ _:_ _ _ __ _ - - � � __ ' il � ,.� �� _ -'� � - - —•- - �� T � i � ;- � � � ;- � � TT_. _. \ � � � I, �S I_i L iil�' ' ' i� - �_ �= � � �� i.!.�� :i i —i _:: :' _ _ : :: , ; S. .. \ p � � 136 �fTl �T �-I T�_`_ ='—T��—I� �� —� r- ��.i- i �ii i� 1\��J__ � � � �p — --� -� I �-IT� I-rl � -r � I� -- � . �� T�� 'I, _ ��_ _ ��I I _ I I � �°� _ � � �, �� — - *"� __- "� _ _. I � N v � --� �.�� L,�� — � � y � _ v ` N � , - � _u -„T � �, - � ',- : 132 �+- � j. ��, � � j j � � �} �, ;- Qv ii v�- � V � �I � DATELOF �SUR EY Q� i� Q=� � � � I- 1' I t I I ..:. 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I III � � � F d �. . . . . � - — � � w ' �� — � /' � ��: � ,I fFi�_� . /� % 0 i35iPC 655 /� � � / � I `f/ � /� /� F / � / // i I` E�XCAVATE TO- � CLASS B� q}P�RA?� . .. �tLEV=141.0' ____"____ - /� EF53-?�6N$ RElAIN /�. . . . / AT � GEO7EXTILC .�� . � . F R=20' �� ------- % GTD � 5�� ---------_J n� ��- � i i ,.../ o Q � . � --_ —_- — �� - F �\ 040 25' INC. � T�'P. OZ DETAIL 1 SPECIAL CUT DITCH I w, ��„o s�a��, I o',« Ho�'rnl a � 3\p`< Sope cro nd _� � Ha D Min.0=1.0 F. i FROM STA.12-r50 TO STA.12;-92 -L- RT I FROM STA lA �� 50 TO STA 15 -� 25 -L- RT BEG 86 F S � / �� C � ��'"� REiA1N � � �\ , ��-_ SPECIAL CUT DITCH SEE DETAIL i I I � 1 �;i � � ;'li' - �SPIECIAL.NT�DII[H . _ __ �� ' II��E UE7AIL 1 _�� .. � � �-- — \ I I �— '.� , i o i � \ Ni- j $ATl1RNIN7 AN�RPC 4 /+LVN SNLqZAF: �B IG31 PC 82�� A C i /�-- - / .T4� .._. / . ...� RLTAIN ;�,�- � � < / i /� GREU Tl-3 �� i i i oc T—_/ _ �a 8 � �� .�'� "" - _' i� - PROJECT REFERENCE NO. SHEET NO. BRIDGE N0.770432 /7.BP.6.R.77 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS , ENGINEER ENGINEER I . - 'y 9� �� % �,� � / 29, / rrP. � � — � ' � �� ' � F ----F 0 0� �o 0 / / /� F / g:l ` j� F GREU TL-3 `� � i � c� � � \\� �c �� F R=� �� . -� � SPECIAL CUT DITCH I / � SEE DETAIL 1 a � �V � �Z., — � i,. i � i.. c,-•pt M N I �� — � � � � � Y , , � � CLASS II RIP RAP �TYP) �F � � � /, i ; I usa JACKIE �E OB 6i4 �-/� ox'ce of. �„e ��IT M a i � r � � � 3 _ Prepare n i e oHice of� sE . ��. �,IF.COLO�,ICAL - T:NGINB .R1N(; 3 . . . � REjPIN � ../I�_ in, � // C-% _ �/ �� ` / ' /, lN APP 1.08' - • �M/N. �--87'-4%Z" � � �108' FROM STA. I4+50 TO $TA. 15 - 75 -L�- Ll .. E1H LOWRY 'I 5��- I I I . . � ' .. � _ _ _ _N !i/UVC _ — _ _ _ _ _ --_ � _ � . I � �� _—. � , . . i,. I .. __.: �- _ _ /, _ , ' ,. :,.I I-�� Y �✓%�/U. � FOR STRUCTURE PLANS SEE SHEETS 'S-1 THRU S-/9 I sKercH sHaw,vic eRiacE ro PavEwenrr Re�arroNSHiP . . . . . . . . . . . .-- --- --- ---- �.--u .' .,.-.- �. : ! .. .. 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