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HomeMy WebLinkAbout20120152 Ver 1_Application_20120213STATE STATE OF NORTH CAROLINA `,qw wq 2012 NOS �R� DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY USACE Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest NC 27587 Attention Eric Alsmeyer NCDOT Coordinator February 3 2012 I2��5S� Subject Replacement of Bridge No 132 over Mill Branch on SR 1631 in Warren County TIP No BD 5105V WBS Element No 45351 122 Dear Sir The North Carolina Department of Transportation ( NCDOT) proposes to replace this bridge This project is being processed under the Low Impact Bridge Replacement Program The following are attached to this cover letter Attachment G Low /Minimal Impact Bridge Data Sheet USGS Topographic Map Attachment L NCDENR DWQ Nationwide 3 /WQC 43687 Data Sheet Stormwater Management Plan Jurisdictional Resources Summary Sheets Permit Drawings NCDOT letter to USFWS requesting concurrence on protected species findings and surveys USFWS concurrence letter If you have any questions or need additional information please contact Mr Chris Murray at (919) 220 4633 Sincei ely J W Bowman P E Division Engineer c Division 5 file NCDOT Rob Ridings NCDENR DWQ Division Five — 2612 North Duke Street Durhvn North C -irohn-i 27704 1 elephone 919 220 4600 F i\ 919 560 3371 Low /Minimal Impact Bridge Project Data Sheet ;TIP NO BD 5105V 1 WBS 45351 1 22 I County Warren Bridge Number Bridge 920132 jDescription Bride No 132 over Mill Branch on SR 1631 BBasin Stream ISIN Tar Pamlico Classification C NSW 28 79 13 Type Inland _ Size 20 ft Existing Structure iSuff Type Timber Single Span Size 26 0 ft x18 1 ft Rating 491 Proposed Structure (Type Cored Slab Single Span ISize _ 700ft x300ft 70 linear feet Stream IUSACE Impacts (LF) Non 404 Impacts (LF) 0 linear feet Wetlands USACE Impacts (AC) 0 01 acre I Non 404 Impacts (AC) 0 acre CAMA Impacts AC Not Applicable NC DWQ Buffers I Impacts SF 70 linear feet Buffer Application Required (Y /N) Yes NC DWQ StormWateii Permit Required (YIN) No T&E Habitat (y /n) p ym I N rw rfw dg m I y M h y Species Present p ym I N dw f dg m I N M h m N Eff t Bio Conclusion p ym I N Eff t dw rfw dg m I MA NLAA M h is m N Eff Moratorium Type Not Applicable I- IDates Not Applicable Trout Waters I Native /Hatchery Not Applicable jTrout Species Present Not Applicable Trout Conditions (Y/N) Not Applicable IWRC Reviewer Not Applicable CAMAIAECs Not Applicable Essential Fish I Habitat /n No Nav 1Opening Not Applicable USCG I Permit Not Applicable Historic IProperties No Survey Required Archaeological I Resources No Survey Required Tribal I Lands Not Applicable 4 I Resources Not Applicable 6(f) LWCF] I Resources Not Applicable Wild and IScenic River Not Applicable Forest Service I Lands Not Applicable TVAIArea Not Applicable FEMAIBu out No FEMA Flood Study Yes MCA USTs Haz Mats No Relocatees No Location I LAT 36 318458 I LONG 78 0877481 Project Comments No habitat for Tar spinymussel May Affect Not Likely to Adversely Affect for dwarf wedgemussel These biological conclusions have been confirmed by USFWS Completed by I Lead Engine( _ _ !Division Environmental Officer 2/3/2012 U/O IUUUUUU VVI I Utb UOIJ6333 UVI U/o Ubbbbbb VVI 078 1000000 V� I I 078 0833333 W 078 0666666 W I I I Datum NAD27 Copyright (C) 1998 Maptech Inc \ — �aerta A S ,� < 'I l }� -K r .,,,ter t � �� t E 1 � � (� l r (\ � \ 11 jt `Jf ��l 1��t 0 , t fir) 0 0 C. 0 o M 3lb2 0 M \ p C arm 1du ke — 1 / Bridge No 132 on SR 1631 c ver Mill Branch Warren County L t 3631845 0 deg 78 08 7481 deg , Z 1N z co ce) "' , f }� �'. ` =�`r\ i �i J3/ �- _ B D -5105V , / i /t co p Cl) 1� -)} j ° �� / 1f # �� M f I f {u \ I cb (o Cl) 1 1�30.$— �1 1 r z �— = Yw f_— k z 67 o kt_ o f lU� ✓ i p p CO (o Magnetic Declination co N I / SCALE 1 24000 0 1 MILES /('reek - / 0 1000 YARDS 0 1 KILOMETER A 9 VV v� h \ t — 078 1000000 V� I I 078 0833333 W 078 0666666 W I I I Datum NAD27 Copyright (C) 1998 Maptech Inc NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H Sullins Governor Director Attachment L Low Impact Bridge Replacement Process Low Impact Bridge Project Number BD 5105C County Vance Bridge No 67 over Red Bend Creek on SR 1120 WBS Element Number 45351 1 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 February 3 2012 Applicant Name J W Bowman 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 _Yes X No River Basin Tar Pamlico Stream Classification C (DWQ Index Number 28 -79 13 Regulatory Authorization Options for this Activity Federal USACE Nationwide General Permit 3 — Maintenance State General Water Quality Certification #3687 Local None Project Description Replacement of existing single span bridge (26 foot long bridge) with a longer one span bridge (70 foot long bridge) Permanent Impacts See attached permit drawing and summary sheet Note stream and wetland impacts Riparian buffer impacts will occur at site from project construction Stormwater Information See attached stormwater management plan Signature Print Name k :� T.) 1L1 .j r��Y Title t v S_ Transportation Permitting Unit 1650 Mail Service Center Raleigh North Carolina 27699 1650 Location 2321 Crabtree Blvd Raleigh North Carolina 27604 Pnone 919 733 1786 i FAX 919 7.53 6893 Internet http / /h2o enr state nc us /ncwetlands/ An Equal Opportunity 1 Affirmative Action Employer Dee Freeman Secretary NorthCaroh na n a' STORMWATER MANAGEMENT PLAN Project 45351 122 I D No BD 5105V `11aircn County 11/18/2011 Hydraulics Project Manager W Herbert Turner Jr PE (Florence & Autcheson) Randy Henegar PE (NCDOT Hydraulics Unit) ROADWAY DESCRIPTION The project consists of construction of a new 70 feet long 24 cored slab bridge to replace the existing 25 feet long bridge #132 on SR 1631 over Mill Branch The total project length is 0 114 miles The project is located in the Tar Pamlico River Basin The project drainage system consists of grass shoulders grated inlets with associated pipes rip rap pad at the pipe outfall Jurisdictional Streams Mill Branch ENVIRONMENTAL DESCRIPTION The project is located within the Tar Pamlico River Basin in Franklin County The stream is classified as Class C NSW Storm water impacts to the stream have been minimized by utilizing sheet flow on grass shoulders along the roadway using rip rap pad through compliance with Buffer Rules to diffuse flow through buffer before entering the stream The existing drainage patterns have been maintained with the hydraulic design of the project 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 activities practices and procedures taken to prevent or reduce stormwater pollution The BMP measures used on this project to reduce stormwater impacts are Sheet flow on grass shoulders along the roadway This will promote infiltration and filtration of pavement runoff by directing sheet flow over grassed shoulder slopes Compliance with Buffer Rules to diffuse flow NW quadrant Proposed roadway is in till section and no proposed ditch or storm drain outlet (concentrated flow) is expected through buffer Thus sheet flow will be provided through buffer NE quadrant Proposed roadway is in fill section and no proposed ditch or storm drain outlet (concentrated flow) is expected through buffer Thus sheet flow will be provided through buffer SE quadrant Proposed ioadwav is in fill section and no proposed ditch (concentrated flow) is expected through buffer Pipe outlet protection with class B rip rap will be used to dissipate energy and diffuse flow from bridge stoimwater outlet at 13 +98 RT to pi ovide a non erosive sheet flow to the outfall area with Q 10 =0 42 cfs and V 10 =0 34 fps This will provide approximately 50 of sheet flow before entering the buffer Preformed Scour Hole cannot be used at this location because the slope of the ground downgrade is 17 2% (too steep) SW quadrant Proposed roadway is in fill section and no proposed ditch or storm drain outlet (concentrated flow) is expected through buffer Thus sheet flow will be provided through buffer No deck drains This will avoid direct discharge of storm water from the bridge deck into the receiving water Bank stabilization Bank stabilization with class II rip rap is provided at both sides of the stream at 13 +10 & 13 +25 to provide long term bank stability to prevent erosion This will provide a stable stream and the stream will not degrade in the evolution process NCDOT BMP to dewater NCDOT standard BMP will be used along both stream banks to dewater and isolate adjacent work area in order to remove existing abutments in the dry v @ � c x z O ° Z U ❑ t F CG U1 N 3x N � z O G � G G W c C z z x W Q C U C N m mM� � o r f O Q CL cfl �wv � a� Q am w � a w N U Q o q 0' > d > U U E '° U F. z w w U) E- E x C U U m � m O O O O d`OV VO V a N Ca CC (/7 C (6 U U � U p N Q U CJ W Q N Z ❑ @ S m m F Q X W »j W N C CL C U E _ m O O O O FLZ O O O � C N N C "O C C m — m U — — m LL jN CL 0 0 Q O Q O W N W N U ~ � CO U CO � N ¢ N U) � F U Y U Y n.m am v N <r N + t M t M N N M _ C O � O + co M Q) + M O N + � M � t W N W O � N t M M r co � O+ m � O+ V Q Q M V' c0 !g F e + t M t N N M W N W J r Q Q O F N Z w ry W ZO Z L N 0 W d= w0 m a_ W z� W Z x Z� D Z N = O0 0 LL C4 � 0 �2 w LL Q�U �F 00 0�w w J i- ry O M N m IL � � 0 w IL _ 0 N w F m U a z LLJ N m V O M W Z 0 V N N M f- M W ry n O O Z r V N V M W 0 M N Cl) N J O OS 0 S m V co M M f- M M m W J iii N N� LL Q ¢ o W Z N N W 0— J N _ (O w co m co Q � ) O M M co co '^ v/ N J LU ~ U) J U J Q CL Q a a. w w C a . a X X X X CQ m w 0 LL z LL 0 U) X X X X 0 U Z O O n rn am O O OD o 03 P: M M M M Q0 (~ O O+ V C M N M + N + M Li O r- O r O O r- a a a a a w N w J w J w J w J cD (D d 0 W Z Z Z Z (n Cf) U) Cn F CO cf) U) U) U U U U U a m a a a F- V) v N v N v N v N J O N M V Z Q Q Q Q QI W w W w w � ~ Q a a a 0 5T 1z, STA rE OF NORTI I CAROLINA DEPARTMENT OF TRANSPORTATION BLVCRLY CA S PCRDUL EUGI -A CONTI 1R GOVLR CRU M December 15 '011 Mi Pete Benjamin US Fish and Wildlife Service Raleigh field Office P O Box 33726 Raleigh North Carolina 27636 3726 SUBJECT Section 7 Concurrence Request foi the replacement of Bridge No 132 on SR 1631 (Gum Pond Road) over Mill Branch in Warren County TIP Project No BD 5105V WBS Number 45351 122 REFERENCE Vicinity Map Mussel Survey Report Preliminary Bridge Plan Dear Sir The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge Number 132 on SR 1631 (Gum Pond Road) over Mill Branch in Warren County This project is being administered under the Low Impact Bridge Replacement Program As of December 12 2011 the U S Fish and Wildlife Service (USFWS) lists three federally protected species for Warren County bald eagle (Hahaeetus leucocephalus) dwarf wedgemussel (Alasmidonta heteredon) and Tar River spmymussel (Elliptio steinstansana) Both upstream and downstream of the existing bridge crossing are heavily impacted by beaver activity On March 24 2011 a mussel survey was conducted by NCDOT biologists from the confluence of Mill Bian(,h and Fishing Creels (surveyed 0 4 miles upstream to road crossing within suitable habitat) Mill Branch becomes an open freshwater marsh near the confluence with Fishing Creek is a result of extensive beaver damming however there is still a discernable stream channel The channel contained much sand dettrtus and extensive growths of filamentous algae Approximately 100 specimens of Elhl)lio spp were found as well as 1 Elliptao fashci aana Mill Branch is too small and slow and does not provide adequate habitat for the Tat River spmymussel Although there is not habitat for the Tar River spmymussel at this crossing the, receiving stream Fishing Creels may support the Tar River spmymussel and one was iecoided in fishing Cieek tluee miles upstream hom the confluence (with Mill Bunch) in 1999 The dwarf wedgemussel is mote tolerant of impounded conditions if sufficient dissolved oxygen is present and is found in nearby tiibutaues to Fishing Creek (3 5 miles from this projec,t) The Biological Conclusion for the Tai River spmymussel is No Effeet and the dwarf wedgemussel is NI ty Atfeet Not Lucely to Adversely Attest ADDRESS NC DEPART RENT OF TPAN PORTATIO I TELEPHONE 919 220 4600 2612 N Duke Stre t Durham NC 27704 fIibitat tot the bald eagle primaiily consists of mlture tot Lst in ptoYtmrty to Iaige bodies of open wrtet tot rouging Large dominlnt ttc(-5 lie utilized lot nesting sites t)prcally within 1 0 mile of open water No water bodies large enough of sufficiently opc,n to be considered potential fecdrng sources wets identified within lht ptojec,t study atc,a SHILL there was no toiaging habitat within the tevrcw ate i i survey of the piojcct area Ind the arei within 660 feet of the ptoject limits was not conducted Addition illy r tcviLw of the NCNITP database on Decembet 12 2011 revealed no kncwn occurrences of this species within 1 0 mile of the piolect study ilea Due to the lack of habitat no known occurrences and minimal impact anticipated tot this p ojLct it has been determined that this ptoject will not affect this species Project Inform ition Mill Branch currently is contained within timber vettrcal abutments of single span 26 foot long badge The proposed structure at this location is a single span 70 foot long budge Construction of the ptoject will be designed to follow Design Standards in Sensitive Watersheds NCDOT believes that the requirements of Section 7 (a) (2) of the Endangered Species Act (ESA) have been satisfied and hereby request your concurrence Thank you for your assistance with this project If you have any questions or need additional information please contact me at (919) 220 4633 or cmurray @ncdot gov Sincerely OL C--z:s— Christopher A Murray PWS NCDOT Division 5 Environmental Supervisor c Mark Craig P E NCDOT Division 5 Bridge Program Manager Logan Williams NCDOT Natural Environment Unit File BD -5105V 2 Mill Br inch NCDOT proposes to icpl icc, Budge No 132 (BD 5105V) on SR 16 -)1 ovci Mill Bi inch in W uicn County Both upsti(,vn and downstieam of the c,iossing ii(, lie ivily imp i(,ted by beaver wtivity On 3/24/11 a mussel survey was conducted horn the (,onfluen (,c of Mill Bunch ind Fishing Cie (,k (surveyed 0 4 miles upstream to road crossing within suit ibl(, h ibitat) N1il, 1'r inch becomes In open fi (,shwatei in a sh neai th(, contlucnc(, with Fishing Cicek as a result of (,xtcns v(, beaver damming howeved there is still a disceinablc stieam channel The channel contained much sand detritus and extensive growths of filunentous alga(, Appiornnately 100 specimens of Clliptio spp were tound as well as 1 Clliptio fishciian a Mill Bianeh is too small and slow and does not provide adequate h ibitat foi the Tai Rivei spinymussel Although thci e is not habitat for th(, Tai Rivei spinymussel at this crossing the receiving sti (,am Fishing Ci (,ek may support th(, Tai Rivei spirrymuss (,1 and one, was i (,corded in Fishing Creek three Holes upstream fioin the confluence, (with Mill Blanch) in 1999 The dwarf wedg (,mussel is mole tolerant of impounded conditions it sutfici (,nt dissolved oxygen is present and is found in nearby tributaries to Fishing Creek (3 5 miles tiorn this pioject) The Biological Conclusion to] the Tai River spinymussel is No EfteLt and the dwarf wedgernussel is M iy Affect Not Likely to Adversely Affect 83707 I `i m J = 1 y f -- �r �r 1999c�s f � l �S° m Mill Branch Div _ r r rig fee k 1 tP�y , 1 J f oifpd &ran ' r — r �415 (� 16aq S��'E2a "1—� a 7 8-466 – `t 6 90$7f rr � last ob s 6/29P99 last obs9/1M5 12 stobs6/30/99 a st o b s 6129/99 r i Mill Bit -iii(-Ii United States Department ®f the Interior I ISH AND WILDLIFE SERVICE R-ile,igh Field Office Post Office Boa »726 Raleigh North Caiolina276 -)6 -)726 December 21 2011 Christopher A Murray PWS North Carolina Department of Transportation 2612 N Duke Street Durham North Carolina 27704 Dear ivir Niurray This letter is in response to your letter of December 15 2011 which provided the U S Fish and Wildlife Service (Service) with the biological conclusion of the North Carolina Department of Transportation ( NCDOT) that the replacement of Bridge No 132 on SR 1631 over Mill Branch in Warren County (TIP No BD 5105V) may affect but is not likely to adversely affect the federally endangered dwarf wedgemussel (Alasmidonta heterodon) NCDOT has also determined that the project will have no effect on the federally endangered Tar River spinymussel (Elliptio steinstansana) These comments are provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973 as amended (16 US C 1531 1543) According to information provided a mussel survey was conducted at the project site on March 24 2011 The survey extended from the confluence of Mill Branch and Fishing Creek upstream to the bridge crossing Neither of the federally listed species was observed The habitat was unsuitable for Tar River spinymussel and marginal for dwarf wedgemussel However the Tar River spinymussel has been observed in Fishing Creek and the dwarf wedgemussel has been observed in nearby tributaries to Fishing Creek Based on the mussel survey results and other available information the Service concurs with your conclusion that the proposed bridge replacement may affect but is not likely to adversely affect the dwarf wedgemussel We also concur that the project will have no effect on the Tar River spinymussel We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied We remind you that obligations under Section 7 consultation must be reconsidered if (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered in this review (2) this action is subsequently modified in a manner that was not considered in this review or (3) a new species is listed or critical habitat determined that may be affected by this identified action If you have any questions regarding our response please contact Mr Gary Jordan at (919) 856 4520 (Ext 32) Sincerely ti Pete Benjamin Field Supervisor Electronic copy Eric Alsmeyer USACE Wake Forest NC Travis Wilson NCWRC Cieedmoor NC Cluis Militscher USEPA Raleigh NC � � fl a 1\ j1 M W �� 7 ro � _ �m - 3 1 II Zm r° w� I 3 1 rn y 2 II � I 7 io c �� rn M.- rr D �o �g� rr� yncn m �o� _8g2 � Z �FN m� e mm f I I I I L' t { �{ f t }flt� �I I,II i li_li ,+I, +I f Ilia{ an � f Wa 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