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HomeMy WebLinkAbout20160662 Ver 1_Application_20160705Carpenter,Kristi From: Williams, Paul C Sent: Tuesday, July 05, 2016 9:59 AM To: Tracey.L.Wheeler@usace.army.mil; Ward, Garcy Cc: Barnes, Kyle W SAW; Carpenter,Kristi; Willis, Thomas C Subject: Permit Request for Perquimans Bridge #66 Replacement on SR 1001 Sandy Cross Road Attachments: Follow Up Flag: Flag Status: Tracey and Garcy, coe_request_letter.pdf; AttachmentG.pdf; location_map_bridge66_perquimans small.pdf; Permit Drawings.pdf Follow up Completed NCDOT requests a Nationwide Permit 3 and 401 Water Quality Certification for the replacement of Bridge #66 in Perquimans County on SR 1001 Sandy Cross Road. The permit packet documents are attached, and hard copies will be mailed to you. Please let me know if you have any questions or concerns about the project. Thanks, Paul C. Williams, Jr. Environmental Specialist Division One NC Department of Transportation (252) 482-1861 office (252) 333-9812 mobile (252) 482-8722 fax pcwilliams2(a�ncdot.qov 113 Airport Dr. Suite 100 Edenton, NC 27932 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. ��mail correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Transportation June 28, 2016 U.S. Az•my Corps of Engineers Regulatory Field Office 2407 W. Sth St. Washington, N.C. 27889 Attention: Tracey Wheeler PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Request for a NWP 3 and 401 Water• Quality Certification for the replacement of Bridge #66 over UT to Perquimans River on SR 1001 in Perquimans County. WBS # 17BP.1.R.64 The North Carolina Depaiiment of Transportation is requesting the issuance of a Nationwide Perillit 3 and corresponding 401 Water Quality Certification for the replacement of Bridge #66 in Perquimans County. The bridge is located on SR 1001 Sandy Ci•oss Road approxiinately 400 ft. south of SR 1200. The bridge crosses an unnamed tributary to the Perquimans River, classified by NCDWR as C;Sw waters. The bridge is cui7ently a 52' long, 3-span timber bridge with concrete deck. This structure will be removed using NCDOT's guidelines for bridge i•emoval. The proposed bridge will be placed on its existing alignment. The new bridge structure will be a two span concrete cored-slab bridge; 85'L X 33'W. Jurisdictional wetland impacts have been minimized, resulting in 142 sq. ft. of permanent wetland impact. No permanent stream impacts are proposed. An off-site detour will be utilized during constzuction. This bridge is following the Low Impact Bridge Process established by FHWA, NCDOT, and Regulatory Agencies. Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. If you have questions please call me at (252) 482-1876. Sincerely, Jerry Jennings, P.E. Division One Engineer Clay Willis ��'%t`'�' Division One En ironmental Officei• CC: Garcy Ward, NCDWR Kristi Lynn Carpenter, NCDWR Kyle Bai•nes, USACE �Nothing Compares�� State of North Carolina � Department of Transportation � Division One ] 13 Aiiport Drive � Suite 100 � Ldenton, NC 27932 252 482 1850 T Attachment G: Low/Minimal Impact Brid e Pro'ect Data Sheet TIP NO N/A WBS Element No. 17BP.1.R.64 County PERQUIMANS Bridge Number 66 Description ON SR 1001 OVER BRANCH OF PERQUIMANS RIVER Basin PASQUOTANK - 8-DIGIT HUC 03010205 Classification C;Sw Stream SIN DWQ INDEX# 30-6-(1 ; UT TO PERQUIMANS RIVER Type WARM/INLAND Size APRROXIMATELY 40-60 FT. WIDE AND 5 FT. DEEP Type CONCRETE DECK ON TIMBER JOISTS SUPPORTED BY TIMBER CAPS/PILES Existing Structure Size 52 FEET LONG X 28 FEET IN WIDTH Suff. Rating 67.56 Proposed Structure Type CORED SLAB Size 85' LONG x 33' WIDE Stream USACE (LF) N/A NCDWQ Impacts (LF) N/A USACE Impacts (AC) <0.01 169 SQ.FT. PERM. ,<0.01 142 SQ.FT. TEMP. HAND CLEARING Wetlands Non 404 Impacts (AC) N!A CAMA Impacts (AC) none NC DWQ Buffers Impacts (SF) N/A BufferApplication Required (Y/N) N State Stormwater Permit Re uired Y/N N Habitat Northern Lon -Eared Bat habitat resent, no habitat resent for other s ecies T&E Species Present none Bio Conclusion Northern Lon -Eared Bat - Ma effect, not likel to adversel effect (USFV1/S BO March 25, 2015 Moratorium Type none Dates N/A Native/Hatchery N!A Trout Waters Trout Species Present N/A Trout Conditions (Y/N) N/A WRC Reviewer N/A CAMA AECs PUBLIC TRUST WATERS, PUBLIC TRUST SHORELINE Essential Fish Habitat NO Nav. Opening 50 FEET WIDE X 4.5 FOOT HIGH USCG Permit NONE Historic Properties NO FURTHER SURVEY REQUIRED Archaeological Resources NO FURTHER SURVEY REQUIRED Tribal Lands NONE 4(� Resources NONE 6(fl [LWCF] Resources NONE Wild and Scenic River NONE Federal Lands NONE NA Area NONE FEMA Buyout N/A FEMA Flood Study Zone A USTs Haz Mats NONE Relocatees NONE Location �T 36.3123° LONG -76.5083° Project Comments Completed by: Division Envirorimental Officer Date WETLAND AND SURFACE WATER IMPACTS PERMIT �J _ I / � Z �I � � HAND FILL IN EXCAV. IN PERMANENT � Z � i CLEARING WETLANDS WETLANDS SW W"� � I( (sf� (s� (sf) IMPACTS � D A�� � 0 (sfl o � � � SITE 1 142 169 0.00 �y; = i ~J ---� � ! � l5 f00 � �1100DS � - - - - - - - . - - � , F F DENOTES FILL IN WETLAND � DENOTES HAND � � CLEARING � � � � � � � ��� _- ; _ - � __ < � TB � � \ �� ���;`�� � �-�� �_ .• , , ' REMO � T - U)/ 1// 1/ V/�/ /� �J I l � l� ;�� l '� ��U �lVl Hn�✓ ��; l� ;�I�� i �'�, 10' 0' 10' 20' 30' GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER TRANSM4/Ai1PV PLAMMiAG/OESR:N - BWOGE/STR4CJUl� L1ES�iM CNLL/5?E QESIGM - GIS/GPS - CPYST/MTqV/ QBSEMATAPY � � PERMIT DRAWING � NO DECK DRAINS ON BRIDGE SHEET 1 OF 4 �I� ��■■����� _�._ � ��� ' � I�OODJ �'------------- � � - - , � - - , , - - , , - - .—. --- — -� � _ l� 2° l4' 0406" E � (S/�I�DY CROSS RO/�D) , � �� TUE '�'� TUE - EXISTING � \ R BULK ADS TO BE CUT 0�,, AT EL. 3 ��ID LEFT IN Pl�A E. W � �� \ \ TUE � � � SHEET NO. 2 i % �:�:�::I�I�I�It�t�:�:�� i i % ��'�i�f�.�s� �:;_:�E', WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (sf) (sf) (sf) (sf) (sf) (sf) (ac) (ft) (ft) (ft) 15+53 TO 16+38 BRIDGE 169 142 TOTALS': 169 142 *Rounded totals are sum of actual impacts NOTES: � ����� Y,�,� F��. North Carolina Department of Transportation � 5]t)[7134�`eltP'1` �� ,.. _ . Highway Stormwater Program ��,e STORMWATER MANAGEMENT PLAN �� •-��=�''"� (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.1.R.64 County(ies): Perquimans Page 1 of 1 General Project Information Project No.: 176P.1.R.64 Pro'ect T pe: Brid e Replacement Date: 6/18/2014 NCDOT Contact: Clay Willis-Division Environmental Officer Contractor / Designer: Wetherill Engineering Inc. / Jim Davis, PE Address: Highway Division 1 Address: 559 Jones Franklin Rd. 113 Airport Drive, Suite 100 Suite 164 Edenton, NC 27932 Ralei h, NC 27606 Phone: 252 482-1876 Phone: 919-851-8077 Email: tcwillis ncdot. ov Email: davis wetherillen .com City/Town: Edenton, NC 27932 County ies : Perquimans River Basin(s : Pas uotank CAMA Count ? Yes Primary Receiving Water: Perquimans River NCDWQ Stream Index No.: 30-6- 1 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: Swamp Waters (Sw) Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Len th (lin. Miles or feet): 0.108 Mi. Surrounding Land Use: Rural Proposed Project Existing Site Project Built-Upon Area ac. 0.3093 ac. 0.2493 ac. Typical Cross Section Description: 2 Paved Lanes (11'-0" width); 3' wide grassed shoulders; 6' wide shoulders at guardrail 2 Paved Lanes (9'-0") with Paved Shoulders (1'-0"); variable width grassed shoulders locations with pavement extending to guardrail Average Daily Traffic (veh/hr/day): Design/Future: 780 2034 Existing: 530 2008 General Project Narrative: The purpose of this project is to replace the substandard bridge #66 on SR 1001 (Sandy Cross Rd.) . The new bridge will be 85' in length compared to the existing 52' long bridge. The roadway approach work has been kept to the minimum length required for grade tie-in. Existing drainage flow patterns will be maintained. Stormwater runoff from bridge deck will be intercepted by horizontal deck drains but there will be no deck drains located over the stream. Drainage inlets located at the downgrade end of bridge will intercept runoff not captured by deck drains. This runoff will be discharged outside of wetlands and the pipe outlet velocity will be less than 2.0 feet per second. The grassed shoulders and roadway slopes will provide storm water treatment. An existing ditch along the southeastern side of the roadway will be retained. Stringent erosion control measures will be implemented during project construction to prevent sediment from entering wetlands and surface waters References ����� �� ������ �������� O MARTHA RACHEI LAMM DB 9iPG 235 � m � `�n� �—zzT' ao 0 � L. WINSLOW JR. !9 PC &7 NL KitMOS MrAS Gf iEMMEO d' 4M' puS QY/901 fMrI10MEM�A! Or'f�N AS MEiLMiDS MC DESIGN DATA PROJECT LENGTH DIVISION ONE DDC UNIT �� o� ��`��� �,� LENGTH ROADWAY TIP PROJECT 17BP.1.R.64 = 0.091 MILES zo,z sraxnanfl srEciF,caztoxs ��' �� � LENGTH STRUCTURE TIP PROJECT 176P.1.R.64 = 0.017 MILES RIGHT OF WAY DATE: � ' TOTAL LENGTH TIP PROJECT VBP.1.R.64 = 0.108 MILES rao�Ecr excrxsEx D.H. STALLINGS � � StGNATURE: LETTING DATE: ��'�°�. ���� PROJECT DE57GN ENGINEER ��' g��N�� NCDOT CONTACT: JOHN S. ABEL, JR. DIV/SION 1 BRIDGE PROGRAM MANAGER 0 � � �LA� v1E �� DETAILED DRA WI1�lG PROPOSED UTILITY BORES AT PERQUIMANS #66 � D � z ��� � �� � UT/LITY OWNERrCENTURY L/NK � -- z z� 11T/L/TY AYNERrPEAOU/MANS CO!/MTY WATfR QEPT. O MAf�TI—IA RACI �CL LAMM DG3 91 PG 235 uT/uTY pYNERaDOM/MpVb PAYER DAUiNbAr PowER B�E Wict BE a TEYADRaRr RE[OCAr�qM. ExiSTiNG OVERHEaO POiYER W/LL BE RESTQRED UPoN CQUPLETqN pF Pft�pjECT PAOPpSfp PEROU/MANS COUNTY BpRf 6�PVC WATER[lNE W/TH AN �HQPE SLEEVE ALL INET(_AMDS AREAS DETERM/NED BY" CIAY WILLIS DlVISION FNVIRONMENTAL OFFICER AS WE7/11NDS A,B,C NO WETLANDS /MPACT La WINSLOW JRa ?9 PG 817 LEGEND - - - EXISTING PROPOSED ..� • � 0 I I ..�.� � ' :•' . .� . ,.. _..... 1!........................... 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PERQUIMANS #66 �� � 20 13 14 LAT. = 36.312266 N I LONG. = 76.508180 W SCALE: 1" = 50' DRAWN BY: D.HEATH STALLINGS 15 16 17 PROPOSED 360 + L.F. DIRECTIONAL BORE � PROIECT REFERENCE NO. I SHEET NO. 19 COUNTY: PERQUIMANS WBS#: 17BP.1.R.64 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION QUAD: HOBBSVILLE DATE: FEBRUARY 18, 2016 DIVISION 1 BASIN: PASQUOTANK SHEET #: 4 OF 5 113 AIRPORT DR. EDENTON, NC 27932 (252) 482-1850 UTILITY RELOCATION ON BRIDGE # 66 OVER BRANCH OF PERQUIMANS RIVER Bridge Replacement # 66 on SR 1001 Unnamed Trib. to Perquimans River Perquimans County Quad Name Hobbsville 0.5 1 2 Miles I i i i I i i i I