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
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HAND FILL IN EXCAV. IN PERMANENT � Z � i
CLEARING WETLANDS WETLANDS SW W"� � I(
(sf� (s� (sf) IMPACTS � D A�� �
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SITE 1 142 169 0.00 �y; = i
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F F DENOTES FILL IN
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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
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NO DECK DRAINS ON BRIDGE SHEET 1 OF 4
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(S/�I�DY CROSS RO/�D)
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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
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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 ��' ��
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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
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DETAILED DRA WI1�lG
PROPOSED UTILITY BORES AT PERQUIMANS #66
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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
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PR OFILE T�IE W
PROPOSED 6" WATER LINE BORE
PERQUIMANS COUNTY WATER DEPT.
PERQUIMANS #66
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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
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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