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HomeMy WebLinkAbout20111078 Ver 1_Application_20111208C � M STATE q� 5 ✓�� � � � Puw .� STATE OF NORTH CAROLINA � �J �°y ��� �.l�,j,�'� �%C �' ,� �� � �n.. DEPARTN�NT OF TRANSPORTATI(�aaor"R N��-Q v�� �nivsroQ�ou,�t�ry BEVERLY EAVES PERDUE EUGENE A���'D����TR GOVERNOR SECRETARY . December 5 2011 USACE Raleigh Regulatory Field Office 3331 Herrtage Trade Drive Surte 105 Wake Forest NC 27587 � Attention Sub� ect Dear S�r Eric Alsmeyer NCDOT Coordmator � � `"` �� � Replacement of Bridge No 20 over Ford Creek on SR 1705 m Granville County TIP No BD S 105E WBS Element No 45351 1 5 The North Carolma Department of Transportation (NCDOT) proposes to replace this bridge This pro�ect is being processed under the Low Impact Bridge Replacement Program The followmg are attached to th�s 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 Junsdictional Resources Summary Sheets Permrt Drawings If you have any questions or need addrtional mformation please contact Mr Chr�s Murray at (919) 220 4633 Smcerely � "� � �u1Q, J W Bowman P E Drvis�on Engineer c Division 5 file NCDOT Rob Ridings NCDENR DWQ � S �- / �4 �� G�� � . Drvision Frve — 2612 North Duke Street Durham Norih Carolina 27704 Telephone 9l9 220 4600 F1r 919 560 3371 Low/Minimal Impact Bridge Pro�ect Data Sheet �TIP NO BD 5105E � WBS 45351 1 5 � Coun Granvdle IBnd e Number Brid e 380020 Descnption Bnde No 20 over Ford Creek on SR 1705 Basin Tar Pamlico Classification C NSW Stream SIN 2814 Type Inland Size 15 ft Type 1 span Existmg Structure Size 40 ft x 20 ft Suff Ratin 39 2 Proposed Structure IS�ze 90 ft x 30 ft Stream �USACE Impacts (LF) 183 linearfeet Non 404 Im acts LF 0 linear feet USACE Impacts (AC) 0 acre Wetlands Non 404 Impacts (AC) 0 0 acre CAMA Im acts AC Not A licable NC DWQ Buffers Ilm acts SF 5 164 sf BZ 1 1 827 sf BZ 2 Buffer Application Required (>40 ft) (Y/N) Yes NC DWQ StormWate►� Permit Re uired Y/N No B Id gl N Habitat (y/n) °"" """ °a m ' " H rp II N Sm th flw Y 8 Id gl N T8E S ecies Present �+' rtw dg m� � r, P H �v u N Sm th tiw N id gl N EK ct Bio Concluswn �' N�' dg m ss I N E(t a rp II N Ett ct Sm U� f I w N EH R Moratonum �Type Not Applicable �Dates NotA licable Native/Hatche Not Applicable Trout Waters Trout S ecies Present Not Applicable Trout Conditions Y/N Not Applicable WRC Reviewer Not Applicable CAMA�AECs NotA licable Essential Fish Hab�tat /n No Nav O enm Not Applicable USCG Permit Not Applicable Histonc�Pro erties No Surve Re wred Archaeolo ical�Resources No Surve Re wred Tnbal I Lands Not Applicable 4 �Resources Not A licable 6 LWC Resources Not A licable Wild and I Scemc Rrver Not Applicable Forest Service I Lands Not Applicable NA�Area Not Applicable FEMA Bu out No FEMA Flood Study No USTs I Haz Mats No � Relocatees No Location LAT 36127417 � LONG 78 560028 No habitat for dwarf Pro�ect Comments wedgemussel per Karen Lynch (PDEA NEU) and confirmed by USFWS Completed by � Lead Engineer -- - i - �Division Environmental Officer 12/5/2011 i i 078 57000U0 �W � � � � �078 5600000 �W � � � � �078 ! r �£ � t 3 � � �'; �„ ^� � �t�3� � �� \ � ,� ^s`� �t� ..' � �� '` h a � �f`�*; 1 �a �/.� c, -. -a � ,✓f ,.« ti ��� � ° � ` � z ,," �„�� � � � � � x°f° � � ��} w ��� � �° � ��i�, b iG t� i^ {q � -- `" � r� t j r i,. t� t r � f _ +u � � ° i f i _ s� '� .s �' '� � r �� ...1 � �. / { a � rjr � -��. -....,,. ,.�. 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�, f f 1 { , „ � ,� ,� � � � i I �S � � � ti'� �j � ( � �- � � � � � * '�3 � � \ j �� � 9 02 W � 3 � � _ � � -- � �/,-'�� � i� � � I I I ��", I I I I I"" � � I I"" I I I I I�_I�' ' I I I � I i I � 78 58IOOOCO �W 078 5700000 VV 07II 56C0000 W 078 5500000 W O18 G400000 W Datum NAD?7 ('opyrght(C)?0�8 MyTopo Beverly Eaves Perdue Governor ��� NCDENit North Carolina Department of Environment and Natural Resources Division of Water Quality Coleen H Sullins Director Attachment L Low Impact Bridge Replacement Process Low Impact Bridge Pro�ect Number BD 5105E County Cranville Bridge No 20 over Ford Creek on S� 1705 WBS Element Number 45351 1 5 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 28-14) 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 one-span bridge (40 feet long) with a new one u span bndge (90 feet long) Permanent Impacts See attached permit drawing and summary sheet Note that stream and riparian buffer impacts will occur at site from pro�ect construction Stormwater Information See attached stormwater management plan Signature �`~'� Print Name C�^� S� �(�'^� ����ry'S Title I�. ►v � �=��� ��..,-c,,.a,�.l �� ��d�5 �� —1— Transportation Permitting Unit 1650 Mail Serwce Center Raleigh North Carolina 27699 1650 Location 2321 Crabtree Blvd Raleigh North Carolina 27604 Phone 919 733 1786 \ FAX 919 733 6893 Internet http Ilh2o enr state nc uslncwetlands/ An Equal Opportumly 1 A�rmahve AcUon Empioyer NorthCarolina �atura!!� � STORMWATER MANAGEMENT PLAN Pro�ect 45351 1 5 I D No BD S 105E Granville County 5/25/2011 Hydraulics Pro�ect Manager W Herbert Turner Jr PE (Florence & Hutcheson) Randy Boyd PE (NCDOT Hydraulics Unrt) ROADWAY DESCRIPTION The pro�ect consists of construction of a new 90 feet long 33 box beam bridge to replace the existing 40 feet long bridge #20 on SR 1705 over Ford Creek The total pro�ect length is 0 121 miles The pro�ect is located in the Tar Pamlico River Basin The pro�ect drainage system consists of grass shoulders grated inlets with associated pipes and rip rap pads at the pipe outfalls Jurisdictional Streams Ford Creek ENVIRONMENTAL DESCRIPTION The pro�ect is located within the Tar-Pamlico Rtver Basin in Granville County The stream is classified as C NSW There are no wetlands m the pro�ect area Tar Pamlico Buffer Rules have been adopted for the pro�ect Storm water impacts to the stream have been mimmized by utilizmg sheet flow on grass shoulders along the roadway draimng bridge stormwater to existing grassed swale and compliance wrth Buffer Rules to provide sheet flow before entering the stream The existing drainage patterns have been maintained with 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 activities 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 infiltration and filtration of pavement runoff by directing sheet flow over grassed shoulder slopes Dischar e bridge stormwater to existin��rassed swale Stormwater from the bridge will be drained to an existing grassed swale at 13+35 LT in a wooded area to provide approximately 100' of flow before entering the buffer This will promote infiltration and filtration of pavement runoff over grassed linmg of the swale Compliance wrth Buffer Rules to provide diffuse flow NW 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 NE quadrant Proposed roadway is in fill section and no prot-�osed drtch or storm drain outlet (concentrated flow) is expected through buffer i hus sheet flow will be provided through buffer SE quadrant Proposed roadway is in fill section and no proposed ditch is expected through buffer Sheet flow will be provided through buffer Stormwater from the bridge will be drained to an existing grassed swale at 13+35 LT in a wooded area to provide approximately 100 of flow before entering the buffer This will promote infiltration and filtration of pavement runoff over grassed lining of the swale 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 wrth class II rip rap is provided on both sides of the stream under the bridge deck after removal of existing end bents to provide long-term bank stabilrty to prevent erosion This will provide a stable steam and the stream will not degrade m the evolution process Additionally the north bank of the side stream will be stabilized with Class VII select material NCDOT BMP to dewater NCDOT standard BMP will be used along stream banks to dewater and isolate ad�acent work area in order to remove existing concrete footer in the dry and to mstall rip rap on side stream � 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