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HomeMy WebLinkAbout20111074 Ver 1_Application_20111208� m M ST�F � � � � D �� � ��� ��� a��,� �� C� � �' `'.' � ���� F� STATE OF NORTH CAROLINA ��Yp ��R�S�,q��R J ZO�� ��� DEPARTMENT OF TRANSPORTATION T��,�,° ���, BCVERLY EA'�ES PERDUE EUG\v�E A�NTI JR GOVEKNOR � SECRETARY USACE Raleigh Regulatory F�eld Office 3331 Hentage Trade Drive Sutte 105 Wake Forest NC 27587 Attention Sub�ect Dear Sir Eric Alsmeyer NCDOT Coordmator December 5 2011 � �. �.. � � �'� Replacement of Bridge No 67 over Red Bud Creek on SR 1120 m Vance County TIP No BD S 105C WBS Element No 45351 1 3 The North Carolma Department of Transportation (NCDOT) proposes to replace this bridge This pro�ect is bemg processed under the Low Impact Bridge Replacement Program The followmg are attached to this cover letter Attachment G Low/Minimal Impact Bridge Data Sheet USGS Topographic Map Attachment L NCDENR DWQ Nationwide 3/WQC #3687 Data Sheet Stormwater Management Plan Jurisdictional Resources Summary Sheets Permrt Drawmgs If you have any quest�ons or need addrtional mformation please contact Mr Chris Murray at (919) 220 4633 Smcerely (� ��` ��,L J W Bowman P E D�v�sion Engmeer c Division 5 file NCDOT Rob Ridings NCDENR DWQ Drvision Frve — 2612 North Dul.e Street Durham North Carolina 2770d Telephone 919 220 4600 Fa�c 9l9 �60 3371 Low/Min�mal Impact Br�dge Pro�ect Data Sheet �TIP NO BD 5105C � WBS 45351 1 3 �Count Vance � Brid e Number Bnd e 900067 Description Bnde No 67 over Red Bud Creek on SR 1120 I Basin Tar Pamlico f Class�fication C NSW Stream SIN 28 17 2 3 Type Inlan�i Size �?0 ft Type .. span Existmg Structure Size 97 P x 26 ft Suff Ratin 20 8 Proposed Structure Type 3 span Size 110 ft x 30 ft Stream �USACE Impacts (LF) 661inearfeet Non 404 Im acts LF 0 linear feet USACE Impacts (AC) 0 acre Wetlands Non 404 Impacts (AC) 0 01 acre CAMA Im acts AC Not A licable NC DWQ Buffers Im acts SF 2 666 sf BZ 1 1 022 sf BZ 2 Buffer Application Required (>40 ft) (Y/N) Yes NC DWQ StormWateil Permit Re uired Y/N No Habrtat (y/n) a �a 9� N rt w dg mus I N S eaes Present 8 Id gl N T�tE p rtw dg mus I N Bio Conclusion IdE gl N EH t rtw dg mus I N Etf t Moratorium �Type NotApplicable Dates Not A licable NatrvelHatche Not Applicable Trout Waters Trout S ecies Present Not Ap licable Trout Cond�tions Y/N Not Ap licable WRC Reviewer Not A plicable CAMA AECs Not A hcable Essential Fish � Habitat /n No Nav � 0 enin Not Applicable USCG � Permit Not Applicable Historic�Pro ert�es No Surve Re uired Archaeolo ical�Resources NoSurve Re uired Tribal Lands Not Applicable 4 f I Resources Not A licable 6 f LWCF Resources Not A licable Wdd and IScernc Rrver Not Apphcable Forest Service Lands Not Applicable NA�Area Not Apphcabie FEMAIBu out No FEMAIFIood Study MOA USTs � Haz Mats No � Relocatees No Location �LAT 36 301651 LONG 78 455941 No habitat for dwarf Pro)ect Comments wedgemussel per Karen Lynch (PDEA NEU) and confirmed by USFWS � Completed by Lead Eng eer — —�� Division Environmental Officer 1215/2011 J ` r iv � �.- y���}ro ----�� � ? 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({ �C {� �...- � t \�ti e \�i4 ,,,t � `' � '�� ,�� /� �� # !� �3 '` � �� p � f � �,; � '�` 1 L� I / � .�--� ��„ � r �, � ��� , '" y` 1�t� � lf2�a�y°'y�., �+� � � J I i i�r t` �.>, t � // r� �0 l ti �� t s�ir-� }�� �� � i� '�o�/ � �� � r �' . �� -.._ i � ✓ � � � � �„�``° `��i�l� T � � � � SCALE 1 24000 -� � �� � , ,� a � ����� r �� ° { � 0 1 MILES � �_ � , t ,� � - n� �� � �! �`f F u ��� � 1` �l 0 1000 YARDS ^f / �� S �f � f �t � � r (i��� � ����� 0 1 KILOMETER 9 W i� / 1 � rr �� -���/`3� l Copynght (C) 1998 Maptech Inc Beverly Eaves Perdue Governor ��� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Coleen H Sullins Director Attachrnent L Low Impact Bridge Replacemerot Process Low Impact B��;�ge Pro�ect Number BD 5105C County Vance �ridge �Vo 67 over Red Bud Creek on SR 1120 V'�IBS Element Number 45351 1 3 This pro�ect is sub�ect to the Low Impact Bridge Process as agreed to on October 6 2009 This pro�ect meets the documentation requirements and approval procedures under NEPA as defined by FHWA for Low Impact Bridge Replacements This pro�ect meets the standards of NCDOT s Minimum Criteria Rules Date December 5 2011 Applicant Name J W Bowman P E Applicant Address 2612 N Duke Street Durham NC 27704 Primary Contact for Pro�ect Chris Murray PWS Phone Number (919) 220 4633 Is this an after the fact application _Yes X No River Basin Tar Pamlico Stream Classification C(DWQ Index Number 28-17 2 3 Regulatory Authorization Options for this Activity Federal USACE Nationwide General Permit 3— Maintenance State General Water Quality Certification #3687 Local None Dee Freeman Secretary Pro�ect Description Replacement of existing three span bridge (97 foot long br�dge) w�th a longer three span bridge (110 foot long bridge) Permanent Impacts See attached permit drawing and summary sheet Note stream and non 404 wetland impacts Riparian buffer impacts will occur at site from pro�ect construction Stormwater Information See attached stormwater management plan Signature C� Prmt Name C� �'S�u �u IT M.���w T�tle �D,v S �n.,r 1,,ner-��5� r Transportation Permitting Unit 1650 Mail Service Center Raleigh North Carolina 27699 1650 Location 2321 Crabtree Blvd Raleigh North Carolina 27604 Phone 919 733 17861 FAX 919 733 6893 Internet http /lh2o enr state nc uslncwetlands/ An Equal Opportunity 1 Affirmative Action Employer �, NoithCarolina ��titt°a��� STORMWATER MANAGEMENT PLAN Pro�ect 45351 1 3 I D No BD S l O5C ,� Vance County � 5/26/2011 Hydraulics Pro�ect Manager W Herbert Turner Jr PE (Nlorence & Hutcheson) Randy Boyd PE (NCDOT Hydraulics Unit) ROADWAY DESCRIPTION The pro�ect consists of construction of a new 110 feet long 21 cored slab bridge to replace the existing 97 feet long bridge #67 on SR 1120 over Red Bud Creek The total proJect length is 0 145 miles The pro�ect is located in the Tar Pamlico River Basin The pro�ect drainage system consists of grass shoulders grassed swale grated inlets with associated pipes and a preformed scour hole at the pipe outfall Jurisdictional Streams Red Bud Creek ENVIRONMENTAL DESCRIPTION The pro�ect is located wrthin the Tar Pamlico River Basin in Vance County The stream is classified as C NSW There is a non 404 isolated wetland in the northwest quadrant of the bridge Tar Pamlico Buffer Rules have been adopted for the pro�ect Storm water impacts to the stream have been mimmized by utilizing sheet flow on grass shoulders along the roadway using grassed swale & preformed scour hole and compliance wrth Buffer Rules to provide diffuse flow through buffer or control stormwater's mtrogen before entering the stream Wetland impact has been reduced to a mimmum by avoiding drtching through the wetland The existmg drainage patterns have been maintamed wrth the hydraulic design of the pro�ect BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES The primary goal of Best Management Practices (BMPs) is to prevent degradation of the states surface waters by the location construction and operation of the highway system The BMPs are activrties practices and procedures taken to prevent or reduce stormwater pollution The BMP measures used on this pro�ect to reduce stormwater impacts are Sheet flow on �rass shoulders along the roadway This will promote mfiltration and filtration of pavement runoff by directing sheet flow over grassed shoulder slopes Performed scour hole Stormwater from the bridge will be drained to a preformed scour hole at 14+72 LT to dissipate energy to provide a non-erosive sheet (diffuse) flow to the buffer Grassed swale Proposed grassed swale in southwest quadrant will be installed to replace existing drtch/swale Grassed swale treats runoff through physical filtration infiltration and biofiltration 1t wil� control stormwater s nrtrogen before entering the stream Compliance witll Buffer Rules to provide diffuse flow or control mtro en NW quadrant Proposed roadway is m fill section and no proposed ditch (concentrated flow) is expected through buffer Bridge stormwater will be drained to the preformed scour hole to diffuse flow Thus sheet flow will be provided through buffer NE quadrant Proposed roadway is in fill section to retain existing drtch The existing ditch is draining away from the buffer There are no storm drain pipe outlets Thus sheet flow will be provided through buffer SE quadrant Proposed roadway is in fill section and no proposed drtch or storm dram outlet (concentrated flow) is expected through buffer Thus, sheet flow will be provided through buffer SW quadrant Proposed roadway is in fill section The proposed lateral grassed swale will be installed to control stormwater s mtrogen before entermg the stream No deck drains This will avoid direct dtscharge of storm water from the bridge deck mto the receivmg water Bank stabilization Bank stabilization with class II rip rap is provided on both sides of the stream at the bridge crossing to provide long term bank stability to prevent erosion This will provide a stable steam and the stream will not degrade m the evolution process m E � m m r. ��m� �a��v Z�o rn a� N � C C U 0. ~ in N O_�� aQ.W v EF- � C e; � Ol N �N, N W C C U C Q i� N d. �� � r (h (�O WL U � a`� w a U Q > � d' n> U U � � � � � � m C N N C U � @> @ U O O O O } E (n �' � � � O O � � E a 2 -o c c r. 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