HomeMy WebLinkAbout20111078 Ver 1_Application_20111208C
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STATE OF NORTH CAROLINA
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DEPARTN�NT OF TRANSPORTATI(�aaor"R N��-Q v��
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BEVERLY EAVES PERDUE EUGENE A���'D����TR
GOVERNOR SECRETARY
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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
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�u1Q, J W Bowman P E
Drvis�on Engineer
c Division 5 file NCDOT
Rob Ridings NCDENR DWQ
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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
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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
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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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