HomeMy WebLinkAbout20151021 Ver 2_Application_20160205Pt�T McCaoav
GO\�RNOR
STATE OF NORTH CAROLINA
DEPARTN�NT OF 1RANSPORTATTON
February 5, 2015
Ms. Lori Beck�vith, NCDOT Regulato�y Project Man�ger
U. S. Army Corps of Engineers
I51 Patton Avenue, Room 208
Asheville, NC 28801-2714
NICHOLASJ.T�NNYSON
Sr.cnrr,�ar
Subject: Nationwide 14 Peilnit Application — Modification
Replace Bridge No. 4 on SR ll 02 (Pearson Falls Road) over Fork Creek �vith a
Reinforced Concrete Bor Culvert
Polk County
TIP Project No. B-4792
P'ederal Aid No. BRZ-1102(5)
State Project No. 38562.1.1 (DWQ Minor Permit Fee 5240.00)
Dear Ms. Beckwith:
The North Carolina Department ofTrausportation (NCDOT) is proposing to reE>lace the subject
bridge and make slight chauges iu the road aligmnent. The eYisting 28' L x 18' W timber and
steel bridge needs to be replaced due to deterioration and insufficient width. The proposed
replacement structure will be a 2�r 11' W x 6' H a 49' L reinforced concrete box culvert
(RCBC) on a 105 degree skew aud 4.00% slope. The culvert will be bui•ied one foot below tlie
stream bed �nd concrete sills will be installed at appro�imately 10-foot ii�te�vals in Uie low
flow barrel to ret�in nahu�al streambecl materials in the culvert. L� addition, hvo foot sills
and floodplain benclies will be iustalled at the iulet aud outlet ends of tlie higli f7o�v barrel.
Therefore, we believe any affects to stream stability an<l aquatic Iife passage �vill be
insignit"icaut. The project will be stage constructed in oider to maintain traffic for emeigency
access during construction.
I 1m enclosing a revised PCN impact table (imp�cts did uot change), a revised permit drawing
and floodplain bencl� detail, a revised bridge to culveit �voidance and minimizatiou form aud
supporting photos.
Impacts to Waters of ti�e United States
Fork Creek (DWR Class: C, Tr) is a tributaiy of the North Pacolet River and is shown on the
USGS topograpl�ic map as a peremiial stream. The chamiel is well defined with a substrate of
Puurteenth Division Ot3icc
Telephonr. (828) �R6-21d1 253 lVebstcr Road, Sylva, Norih Cnrolina 2377I Fa.e (323) �3G-4043
B-4792 — Bridge No. 4 Page 2 FeUruaty 5, 2015
boulders, cobUle, gravel aud saud/silt. Fork Creek is approYimately 20 feet in width aud tlows
approximately 0.1 miles to the North Pacolet River. The North Pacolet River then flows
appi•oaimately 4.9 miles uutil it reaches a point just east of I-26 �vhere tlie river appears to have
sufficient flow to meet the definition of a Traditional Navigable Water. For these reasons, we
Uelieve Fork Creek is a Relatively Pennanent Water and is under the jurisdiction of the U.S.
Army Corps of Engineers. In order to construct the project, it �vill be necessaiy to impact �vaters
of the United States in the Broad River Basin (HUC 03050105). Specifically, NCDOT is
requesting to replace Bridge No. 4 with a RCBC. Listed below is a suuunaiy of the proposed
impacts.
Site No. ��isting Condition Proposed Condition Net
Im acts
28'Ls18'W 2a11'Wx6'Hx49'L ,
Site 1 Timber and Steel Bridge Reinforced Concrete Box Culvert �9
Site lA Free flowing sh�eam Impeivious Dike and Plow Diversion 150'
Natural stream channel Rip Rap Baiilc StaUilization aud ,
Site 1B and riparian area I'loodplain Bencl� - lulct End 25
Natural Stream Channel, Rip Rap Baiilc Stabilization aud
Site IC i•iparian area and road fill Tlood lain Bench — Outlet End ��
Total Periu�nent Stream Impact for Culvert 49'
Total Stream I�upact for Floodplain Beuches & Rip Rap Banlc Stabilization 4�'
Total Tempor��y Sh•eam Impact fm• Impervious Dike and Flow Diversion 150'
Permits Requeste<l
NCDOT is hereby requesting �uthorization under Section 404 of tlie Cle1n W1ter Act to proceed
�vitli the construction pi•oject outlined above. By copy of this letter, I am askiug Ms. Marla
ChamUers, Western Region NCDOT Coordivator, of the Nordi Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concerning the 404 Natiomvide Permit
request.
I am also requesting autliorization uuder Section 401 oY the Cleau Water Act from die North
Caroluia Department of E�rviromnental Qaaliry (DEQ), Division of Water Resources (DWR).
In �ddition, I atn asking Ms. Chambers and Mr. Ben DeWit, Roadside Enviro�unental Field
Operations Engineer (NCDOT), to conunent directly to uie coucerning this permit reqiiest.
If you liave any questions or need additional information, please contact Mr. Josh Deyton at
(828) 488-2131 or me at (828) 586-2141. Your early review and consideration will be greatly
appreciated.
B-4792 — Bridge No. 4 Page 3 February 5, 2015
Sincerely,
% ����,
Mark S. Davis
Division 14 �nvironmental Supeivisor
Enclosures
cc: Ms. Amy Chlpman, Division of Water Resources, DEQ, Raleigli
Ms. Kristi Carpenter, Division of Water Resources, DEQ, Raleigh
Mr. Kevin Baruett, Division of Water Resources, DEQ, Asheville
Mr. Andrew I-Ienderso��, Biologist, US Fish and Wildlife Service, Asheville
Ms. Marla Chambers, Western Region NCDOT Coordivator, NCWRC, Ablemarle
Mr. Josh Deyton, PE, Division 14 Bridge Management Engineer, NCDOT
Mr. Ben DeWit, EI, Roadside Enviroiuuental Field Operations Engineer, NCDOT
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Conslruction
2. Wetland Impacts
If lhere are wetland impacts proposed on lhe sile, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P 0 T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
W2 � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
WS ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts N/A
2h. Comments: N/A
3. Stream Impacts
If lhere are perennial or intermittent stream impacts (including temporary impacts) proposed on lhe site, then complete this
queslion for all slream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream lenglh
Permanent (P) or intermiltent DWQ — non-404, Widlh (linear
Temporary (T) QNT)? other) (feet) feet)
S1 � P❑ T Culvert - RCBC Fork Creek � PER � Corps ZO 49
2@11'W x 6'H x 49'L ❑ INT � DWQ
S1A ❑ P� T Impervious Dike & Fork Creek � PER � Corps 20 150
Flow Diversion ❑ INT � DWQ
Floodplain Bench and � pER � Corps
S1 B� P❑ T Bank Stabilization Fork Creek � INT � DWQ 20 25
Inlet End
Floodplain Bench and � pER � Corps
S1C � P � T Bank Stabilization Fork Creek � INT � DWQ ZO 20
Outlet End
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Totnl Permanent Strenm and Tributnry Impacts - Culvert d9'
Total Permnnenl Sh�eam Impact for Tloodplain Bench and Riprap Bank Stabilization 45'
Totnl Temporary Stream lmpnct for Intpervious Dil<e �nd P'low Dicersiou 150'
Page 4 of 11
Davis, Mark S
From: Morgan, Stephen R
Sent: Wednesday, February 03, 2016 4:41 PM
To: Davis, Mark 5
Subject: B-4792 revised permit drawing
Attachments: B4792 Annotated narrative.pdf; B4792_DETAIL_SKETCH.pdf; B4792_permit_sketch.pdf;
64792_REVISED Culvert Avoid and Min.pdf; IMG_3473.JPG; IMG_3474.JPG; IMG_
3475.JPG; IMG_3476.1PG
Mark,
Attached is a revised drawing of the site including the low flow bench detail.
I also revised the parts of the SMP accordingly.
There's about 4 pictures upstream that may help with the permit package- I attached those as well. Notice the picture
just upstream, it almost appears like a weir directing the flow to the right of the channel. Maybe during construction the
low flow bench could tie to this formation.
The low flow benches add 4$' of permanent impact to the tables.
Let me know if you need anything else.
I'll be working on getting the Roadway and Structure plans updated in the meantime.
Thanks,
Stephen
Stephen Morgan, PE
Project Manager, Design Support
Hydraulics Unit
NCDOT
919 707 6739 office
919 961 0887 mobile
smorqanna ncdot.qov
1590 Mail Service Center
Raleigh NC 27699-1590
1020 Birch Ridge Dr
Raleigh NC 27610
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Email coriespondence to and lrom tiiis address is subject to the
Noith Carolina Public Records Law and may be disclosed to fhi�cl parties.
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