HomeMy WebLinkAbout20160982 Ver 2_R-3100 Catawba February 24 2017_20170224STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
February 24, 2017
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. Steve Kichefski
NCDOT Coordinator
JAMES H. TROGDON, III
SECRETARY
Subject: Application for Section 404 Regional General Permit No. 198200031, and 401 Water
Quality Certification for the proposed widening of NC 16 from SR 1801 (Claremont
Road) to SR 1895 (Tower Road) in Catawba County, Federal Aid Project No. STP-
0016(53), Division 12, TIP No. R-3100 A& B, Debit $570 from WBS 34522.1.4.
Reference Corps ID: SAW-2009-0902
Reference: Individual Pertnit Application dated October 12, 2016
Request to Rescind Individua1404 and 401 Water Quality Certiiication, dated December
8, 2016.
Dear Sir:
Pursuant to informal guidance and conversations regarding the project impact(s) and pernut applicability,
NCDOT rescinded the request for an Individua1404 and 401 Permit Application on December 8, 2016, and
provides the following application for a Regional General Permit No. 198200031 (GP31).
The information from the October 12, 2016 Individual Permit, pertinent to a GP 31 has been re-provided
below for purposes of a stand-alone permit application.
The North Carolina Department of Transportation (NCDOT) proposes to widen NC 16 from the current 4
lane section east of Conover at 1801 (Claremont Road) to the current 4 lane section west of Denver near
SR 1895 (Tower Road) Catawba County. The project is approximately 8.2 miles in length.
The project has been divided into A and B sections for design purposes, but was recently combined into
one project for bid and construction purposes. Previously dividing the project resulted in separate roadway
and hydraulic design files for each section.
Please see the enclosed PCN, Division of Mitigation Services (DMS) mitigation acceptance letters, permit
drawing review minutes (4B and 4C), State Stormwater Management Plan (SMP), pernut drawings, and
design plans for the above referenced project.
MailingAddress: Telephone: (919) 707-6000 Location:
NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 lO2O BIRCH RIDGE DRIVE
NnlvxnL EtJVIItot�m�tErrr SECT�o1v Customer Service: 1-877-368-4968 RnLE�Gx NC 27610
1598 MAIL SERV[CE CENTER Website: www.ncdot.gov
RntEtGx NC 27699-1598
MERGER INFORMATION
In compliance with the NEPA/404 Merger Process, the following Concurrence Points were reached for this
project:
R-3100 A: 4B: June 19, 2013 4C: March 19, 2014.
R-3100 B: 4B: June 19, 2013 4C: July 22, 2015.
PROJECT SCHEDULE
The project is currently scheduled to let to construction on April 18, 2017, with a review date of February
28, 2017.
RESOURCESTATUS
303(d) Impaired Waters:
Maiden Creek is currently listed on the North Carolina 2014 Fina1303(d) list of impaired waters for having
impaired ecological/biological integrity for benthos.
IMPACTS TO WATERS OF THE U.S.
Tables 1 and 2 summarize the impacts to jurisdictional water resources for R-3100. Site numbers
correspond with the permit (hydraulic) drawings included in this application. The stream and wetland
numbers correspond to the NRTR. A brief description of each impact site will follow the tables.
As previously mentioned, project R-3100 was divided for design purposes, and was just recently merged
as one project.
As the project is viewed from west to east (left to right) the B section is the western (left) section, and the
A section is the eastem (right) section. Therefore, the impacts below are described in order froin Section
B to A. Otherwise, R-3100A Site 1 would begin in the middle of the project.
R-3100 B � R-3l 00 A
Site 1 � Site 7 I Site 1 � Site 10
Table 1— R-3100 Wetland Imnacts'�
Site
R-3100 A - Site 6
R-3100 A - Site 7
R-3100 A - Site 8
Pennanent
Wetland Wetland Size Fill in
Nwnber (ac) Wetlands
(ac)
R-3100 B— No wetland imp
W4 0.06** 0.06
WS 0.10** 0.10
W6 0.04** --
I TotalImpacts� 0.16
x All wetlands impacted are riparian ** Total take of wetland
Mechanized Impacts
Excavation Requiring
(ac) Clearing Mitigation
(ac) (ac)
!cts
-- -- 0.06
-- -- 0.10
0.02 0.02 0.04
0.02 0.02 0.20
R-3100 Permit Application Page 2 of 10
Table 2— R-3100 Stream Im acts.
Permanent Temporary ACOE DWR
Permit Site Stream Name/ Status/ Channel Bank Channel Required Required
NRTR ID Class Impacts Stabilization Impacts Mitigation Mitigation
(lf/ac) (lf/ac) (ac/l� (1� (1�
R-3100 B UT to Smyre Creek Perennial 99 48 <0.01
Site 1 S3a & S3b C (0.01) (<0.01) (55) 99 0
R-3100 B UT to Smyre Creek Perennial 465 39 0.01 465 504
Site 2 S2a, S4a, S4b C (0.05) (<0.01) (43)
R-3100 B UT to Smyre Creek Perennial 177 <0.01 177 177
Site 2A SSc C (0.02 (33)
R-3100 B UT to Smyre Creek Perennial 22 <0.01 0 0
Site 3 (west) S6c C (<0.01) (27)
R-3100 B UT to Smyre Creek Perennial 55 33 <0.01
Site 3(central) S6b C (<0.01 (<0.01) (16) 55 0
R-3100 B UT to Smyre Creek Perennial 17 <0.01 0 0
Site 3 (east) S6a C (<0.01) (45)
R-3100 B UT to Maiden Creek Perennial 172 20 <0.01 172 192
Site 4 S9a, S9b, S9c WS-II, HQW (0.01) (<0.01 (43)
R-3100 B UT to Maiden Creek Perennial 92 66 <0.01 92 158
Site 5 S10a, S10b WS-II, HQW (<0.01) (<0.01 (16)
R-3100 B UT to Smyre Creek Perennial 40 <0.01
Site 6 S6a C (<0.01) (14) 0 0
R-3100 B UT to Smyre Creelc Perennial 84 <0.01
Site 7 S6e C (0.01) (� 9) 0 0
Total Stream Impacts for R-3100 B: 1,060 369 0.03 1,060 1,031
1,429 (3ll)
R-3100 A Bee Branch Perennial 163 �� <0.01 163 240
s�te i s i z a ws-11, xQw �0.02� �s ��
HUC Line T 03050102 �, 03050101
R-3100 A UT South Fork Creek Perennial 74 82 0.01 �4 156
Site 2 S13 WS-IV (0.04) (38)
R-3100 A UT South Fork Creek Perennial 76 <0.01
Site 3 Sl4 WS-IV (0.03) 104 �24� 76 180
R-3100 A UT South Fork Creek Intermittent 35 10 <0.01 35 0
Site 4 S20 WS-IV (<0.01) (20)
R-3100 A UT South Fork Creek Intermittent 43 6 <0.01 43 0
s�te s szla ws-iv �o.oi� �zo�
R-3100 A Wetland Impacts Only -- -- -- -- --
Sites 6-7
R-3100 A UT South Fork Creek Intermittent 42
Site 8 S22 WS-N (<0.01) -- 42 0
R-3100 A UT South Fork Creek Perennial 220 25 <0.01 220 245
Site 9 S24 A&B WS-N (0.04) (51)
R-3100 A UT South Fork Creek Perennial <0.01 0 0
Site 10 Not in NRTR WS-IV (22)
Total Stream Impacts for R-3100 A: 653 957 304 (226) 653 821
1,713 673 0.09
Total Stream Impacts for R-3100: 2 386 (537) 1,713 1,852
�
R-3100 Permit Application Page 3 of 10
R-3100 B Permit Site 1: The wider roadway slopes will require the removal of the existing 6' x 6' box
culvert, and replacement with a 6' x 7' culvert.
This replacement will result in 99 linear feet (0.01 acre) of permanent stream impact, and
481inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and
55 linear feet (<OA1 acre) of temporary stream impact.
R-3100 B Permit Site 2: The wider roadway slopes will require the removal of the existing 6' x 6' box
culvert, and replacement with a 10' x 10' culvert with 3' alternating baffles. It will also result in the
relocation of a parallel stream to NC 16.
The culvert replacement will result in 521inear feet (<0.01 acre) of permanent stream impact,
391inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and
11 linear feet (<0.01 acre) of temporary stream impact.
The channel re-alignment will result in 413 linear feet (0.05 acre) of permanent stream impact, and
321inear feet (<OA 1 acre) of temporary impact.
Avoidance: A 300' retaining wall will be installed on the south side of the road to avoid permanent loss of
water impact to the stream. This was added pursuant to agency discussion at both the 4B and 4C meetings
to keep jurisdictional resource impacts limited to one side of the road.
Minimization: The culvert will contain 3' alternating baffles to maintain the "natural" stream width of 7'
through the culvert.
Site 2A was created to separate the impacts with an adjoining tributary for permitting purposes. It was
evaluated in the 4B and 4C Concurrence Meetings with Site 2.
The confluence of this tributary with Site 2 will result in
1771inear feet (0.02 acre) of permanent stream impact, and
33 linear feet (<0.01 acre) of temporary stream impact.
Additional Information pursuant to Regional General Permit No. 198200031, Section r, which states:
r. Stream relocation(s) associated with projects may be authorized under this RGP. As stated above,
mitigation will be required for all relocation projects. If the stream relocation is conducted in accordance
with the requirements stated below in 1-S, the relocated segment of stream may* be considered toward
reducing the amount of compensatory mitigation required. A relocation plan must be submitted with the
PCN that addresses all factors required within the current Wilmington District, Corps of Engineers Stream
Mitigation Guidelines, which can include, but may not be limited to:
(1) The relocated stream has pattern, profile, and dimension based on natural channel design. If natural
channel design construction is not possible due to site constraints, the relocated stream must have pattern,
profile, and dimension similar to, or better than, the existing stream. Note that site constraints do not
include those situations where NCDOT chooses not to acquire additional adjacent property that is
available for purchase.
The current stream dimension is an incised system with approximately 5' bank height, and bed width
ranging from 3-7 feet. The banks of the system are steep with Kudzu as the dominant vegetation.
In the revised stream profile, the banks will be placed at a 2:1 slope. The bed width will remain
approximately the same, and the bank vegetation will be planted as noted in the planting plan described in
later sections. For stabilization purposes, riprap on geotextile fabric will line the banks.
R-3100 Permit Application Page 4 of 10
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(2) The new stream meets the current buffer requirements as stated in current Disti^ict stream mitigation
guidance. If'the required buffer widths cannoi be obtained, a project by project decision will be completed
to determine if additional compensatory rnitigation is required.
Site 2: Stream buffer enhancements/ improvements:
Roadside Environmental treated this as a full stream restoration, and applied the planting plan as if that
was the case. This will provide the system a buffer, which currently does not exist (or exists in the form
of Kudzu).
Note that Roadside Environmental has placed plantings inside the 25' sewer easement. Those plantings
are subject to the maintenance of the buffer, and may be mowed periodically, outside of NCDOT control.
Stormwater
Currently, stormwater runs off of the roadway untreated into the stream area.
Stormwater in the new study area will be captured and discharged on the opposite side of the roadway
(and downstream) into a pre-formed scour hole. Therefore, the relocated sysiem will not receive roadway
stormwater.
(3) The new location allows the relocated stream to remain stable (e.g., in a 6 valley vs. on a slope, no
bends that will impact stabiliry, etc.).
There at two main bends in the relocated stream system. The first is in the transition from the current to
the new channel. The current profile (as noted above) includes Class II Riprap to ensure stability.
The second bend is located at the culvert entrance. This area will also contain Class II Riprap to the
transition to the new culvert for stability.
(4) There is no loss of channel for any reason (e.g., old channel is 200' and new channel is ISO' =50'
channel loss; part of the new channel is put in a culvert; the new channel (sides and bottom) is hardened
with concrete, rip rap, etc.).
Measurements:
The existing channel at Site 2 is 413 linear feet.
The future, shifted channel at Site 2 will be 335 linear feet.
(S) The Corps will determine if monitoring and r^eporting will be required for a specific project and the
parameters of any required monitoring and reporting. If monitoring is required, a monitoringplan must be
included with the PCN and meet current requirements.
R-3100 Permit Application Page 5 of 10
NCDOT does not propose monitoring for stream relocation at Site 2.
R-3100 B Permit Site 3: Site 3 has three impacts.
The first (most westerly) is bank stabilization to attenuate stormwater/ prevent stream bank erosion to the
receiving stream from stormwater drainage. This impact will result in
22 linear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and
27 linear feet (<0.01 acre) of temporary stream impact.
The second (center, intersecting road crossing) is the replacement of a 48" corrugated metal pipe, with a
54" reinforced concrete pipe to accommodate for a grade change and intersection tie-in to NC 16.
Pursuant to agency concerns at the November 1, 2016 field review of the drop structures at Sites 3 and 4,
the sites were re-designed using alternate energy dissipation methods. This impact will result in:
Revised Design with Splash Pool
55 linear feet (<0.01 acre) of permanent stream impact,
33 linear feet (<0.01 acre) of permanent stream impact by
way of bank stabilization, and
16 linear feet (<0.01 acre) of temporary steam impact.
Previous Design with drop structure
66linearfeet (<0.01 acre) ofpermanent stream impact,
10 linear feet (<0.01 acre) ofpermanent stream impact by
way of bank stabilization, and
16 linear feet (< 0. 01 acre) of temporary steam impact.
NCDOT requests a burial exemption for this 54" RCP
structure.
The third (most eastern) is bank stabilization to attenuate stormwater/ prevent stream bank erosion to the
receiving stream from stormwater drainage. This impact will result in
17 linear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and
451inear feet (<0.01 acre) of temporary stream impact.
R-3100 B Permit Site 4:
The wider roadway slopes will require the removal of the existing 5' x 5' box culvert, and replacement with
a 60" reinforced concrete pipe.
Site history:
At the 4C meeting, there was a request to use a corrugated pipe in anticipation the corrugation may prevent
water acceleration in the pipe.
Even after designing the corrugated pipe, there were still stream velocity/ scour concerns. The Division
also expressed long term maintenance concerns with a 60"corrugated steel pipe. (Corrugated steel pipes
tend to rust out over time and replacement under a major highway becomes problematic in the future.)
To ensure long-term stability of the stream, and considering the current structure does not allow for aquatic
passage, a drop box was added to the pipe structure (similar to Site 3).
However, pursuant to agency concerns at the November 1, 2016 field review of the drop structures at Sites
3 and 4, the sites were re-designed using alternate energy dissipation methods. This impact will result in:
Revised Design with Splash Pool
1721inear feet (0.01 acre) of permanent stream impact,
20 linear feet (<0.01 acre) of permanent stream impact by
way of bank stabilization, and
43 linear feet (<0.01 acre) of temporary stream impact.
Previous Design with drop structure
172 linear feet (0. 01 acre) of permanent stream impact,
10 linear feet (<0.01 acre) of permanent stream impact by
way of bank stabilization, and
43 linear feet (< 0. 01 acre) of temporary stream impact.
R-3100 Permit Application Page 6 of 10
R-3100 B Permit Site 5: The wider roadway slopes will require the removal of the existing
7' x 6' box culvert, and replacement with a 7' x 8' box culvert. This impact will result in
92 linear feet (0.02 acre) of permanent stream impact,
661inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and
161inear feet (<OA 1 acre) of temporary stream impact.
R-3100 B Permit Site 6: Increased stormwater flow and concerns that increased erosive velocities could
result in erosion to the receiving stream resulted in the addition of Site 6 between Concurrence Point 4B
and 4C.
At the Concurrence Point 4C meeting, agencies agreed the stream impacts were warranted, but encouraged
a re-evaluation of the drainage ditch.
Instead of a continuous rip-rap lined ditch to the stream, the ditch gradient was reduced, and a 30"
corrugated steel pipe was added to carry the stream down the steepest reach of the system. The pipe will
outlet into a rip rap lined pad to attenuate velocity. This riprap will continue to the streambank and result
m
401inear feet (<0.01 acre) of permanent stream impact by way of bank stabilization, and
141inear feet (<0.01 acre) of temporary stream impact.
R-3100 B Permit Site 7: Site 7 was added after the Concurrence Point 4C meeting resulting from concerns
the 300 foot retaining wall, added to avoid/minimize impacts to UT to Smyre Creek, may require protection
from erosion during high flow events. This riprap protection will result in
841inear feet (0.01 acre) of permanent stream impact by way of bank stabilization, and
191inear feet (<0.01 acre) of temporary stream impact.
R-3100 A:
R-3100 A Permit Site 1: The wider roadway slopes will require the removal of the existing 7' x 7' box
culvert, and replacement with a 7' x 8' culvert.
This replacement will result in 163 linear feet (0.02 acre) of permanent stream impact,
771inear feet of permanent stream impact by way of bank stabilization, and
51 linear feet (<0.01 acre) of temporary stream impact.
Minimization: The existing 7' x 7' box culvert is perched. The new structure will be buried 1' and will
reestablish the potential for aquatic passage.
R-3100 A Permit Site 2: The wider roadway slopes will require the removal of the existing double barrel
9' x 8' box culvert, and replacement with a double barrel9' x 9' culvert.
This replacement will result in 741inear feet (0.04 acre) of permanent stream impact,
82 linear feet of permanent stream impact by way of bank stabilization, and
381inear feet of (OA1 acre) temporary stream impact.
Minimization: The culvert will have a floodplain bench and high sill to direct low flows to one barrel to
maintain continuity of stream width through the culvert to prevent over-widening and to allow for aquatic
passage.
Minimization: The existing 9' x 8' box culvert is perched. The new structure will be buried 1' and will
reestablish the potential for aquatic passage.
R-3100 Permit Application Page 7 of 10
R-3100 A Permit Site 3: The wider roadway slopes will require the removal of the existing double barrel
9' x 8' box culvert, and replacement with a double barrel9' x 9' culvert.
This replacement will result in 761inear feet (0.03 acre) of permanent stream impact,
104 linear feet of permanent stream impact by way of bank stabilization, and
241inear feet (<OA 1 acre) of temporary stream impact.
Minimization: The culvert will have a floodplain bench and high sill to direct low flows to one barrel to
maintain continuity of stream width through the culvert to prevent over-widening and to allow for aquatic
passage.
R-3100 A Permit Site 4: The wider roadway slopes will require the removal of the existing 30" corrugated
metal pipe, and replacement with a 30" reinforced concrete pipe. Jurisdiction of the intermittent stream (UT
to S. Fork Creek) begins at the outlet of the existing 30" pipe.
This replacement will result in 35 linear feet (<0.01 acre) of permanent stream impact,
l O linear feet of permanent stream impact by way of bank stabilization, and
201inear feet (<0.01 acre) of temporary stream impact.
R-3100 A Permit Site 5: The wider roadway slopes will require the removal of the existing 18" reinfarced
concrete pipe, and replacement with a longer 18" reinforced concrete pipe. Jurisdiction of the intermittent
stream (UT to S. Fark Creek) begins at the outlet of the existing 18" pipe.
This replacement will result in 43 linear feet (0.01 acre) of permanent stream impact,
6linear feet of permanent stream impact by way of bank stabilization, and
201inear feet (<OA 1 acre) of temporary stream impact.
R-3100 A Permit Site 6: The wider roadway slopes and drainage features will impact (by way of fill)
Wetland W4. This impact will result in permanent fill to 0.06 acre of wetland (the entire wetland).
R-3100 A Permit Site 7: The wider roadway slopes will impact (by way of fill) Wetland W5. This impact
will result in permanent fill to 0.10 acre of wetland (the entire wetland).
R-3100 A Permit Site 8: The wider roadway slopes and drainage features will impact (by way of fill)
Wetland W6. This impact will result in permanent excavation and mechanized clearing of 0.04 acre of
wetland (the entire wetland).
A stream that exits this wetland will also be impacted. This impact will result in 421inear feet (<0.01 acre)
of permanent stream impact.
R-3100 A Permit Site 9: The wider roadway slopes will require the removal of the existing 7' x 7' box
culvert, and replacement with a 7' x 8' box culvert.
This replacement will result in 2201inear feet (0.04 acre) of permanent stream impact,
25 linear feet of permanent stream impact by way of bank stabilization, and
51 linear feet (<0.01 acre) of temporary stream impact.
Minimization: Sills will be placed at the entrance, exit, and every 50 feet to help attenuate stream flow in
the culvert.
R-3100 A Permit Site 10: The wider roadway fill and new stormwater drainage system will result in the
removal of the existing 24" reinforced concrete pipe, and replacement with a 42" concrete pipe.
This will result in 22 feet (<0.01 acre) of temporary stream impact.
R-3100 Permit Application Page 8 of 10
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The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable
jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages;
minimization measures were incorporated as part of the project design.
Avoidance and Minimization:
NCDOT has avoided impacting many wetlands and streams and reduced impacts to wetlands and streams
to the greatest extent practicable. Wetland impacts have been kept to a minimum by avoiding ditching and
channelization through wetlands. Existing drainage patterns to the wetlands have been kept to maintain the
hydrology feeding the wetlands. Other specific examples of avoidance and minimization measures include:
• NCDOT avoided impacts to S 1 a and b and W 1(reference S 1 in NRTR, Figure 3a).
• NCDOT avoided impacts to S 13 a and b by widening to the north at this location (reference S 13 in
NRTR, Figure 3i).
• Drainage system outlets utilize energy dissipation devices such as pre-formed scour holes and rip
rap pads as well as grassed channels and swales.
• The project crosses Bee Branch and several ditches outlet to swales located in the Bee Branch
drainage, which has a classification of WS-II, HQW. Grass swales meeting DWR criteria to
maximum extent practicable are proposed on the three quadrants that drain directly into the Bee
Branch crossing to treat roadway drainage. Other ditches within the Bee Branch drainage area have
been designed with 3:1 side slopes to the maximum extent practicable and longitudinal slopes a flat
as practicable. In addition, preformed scour holes have been used at cross pipe outlets to provide
diffuse flow in overland areas.
The project area located within the South Fork Mountain Creek drainage area has a classification
of WS-IV. Grass swales meeting DWR criteria to the maximum extent practicable have been
designed at all points of discharge into the streams as identified in the NRTR. In addition,
preformed scour holes have been used at cross pipe outlets to provide diffuse flow in overland
areas. Further, two rip-rap energy dissipator basins have been designed to provide diffuse flow in
one overland area and reduce flows to non-erosive velocities in another.
Site Specific Avoidance and Minimization Measures (May be repeated from Impact Descriptions�
• R-3100 B Permit Site 2: Avoidance: A 300' retaining wall will be installed on the south side of
the road to avoid permanent loss of water impacts to the stream. This was added pursuant to agency
discussion at both the 4B and 4C meetings to keep jurisdictional resource impacts limited to one
side of the road.
Minimization: The culvert will contain 3' alternating baffles to maintain the "natural" stream with
of 7' through the culvert.
• R-3100 A Permit Site 1: Minimization: The existing T x 7' box culvert is perched. The new
structure will be buried 1' and will reestablish the potential for aquatic passage.
• R-3100 A Permit Site 2: Minimization: The culvert will have a floodplain bench and high sill
to direct low flows to one barrel to continue continuity of stream width through the culvert to
prevent over-widening and to allow for aquatic passage.
R-3100 Permit Application Page 9 of 10
Minimizafion: The existing 9' x$' bax culr+ert is perched. The new structure will be buried 1'
and will reestablish #he potential far aquatic passage.
• R-31U0 A Fermit Site 3; Minimiza#ir�n: The culwerk will ha�� a floodplain bench and high sill
to direct low flaws to nne barrel to continue cantinuity af s#ream width through the cul�ert ta
prevent o�er-widening and ta allow for aquatic passage.
R-3100 A Permit Site 9: Minimizatian: Sills will be ptaced at the entrance, exit, and er+ery SU
feet to help attenuate stream flow in tb,e culvert.
Compensation•
The NCDOT has a�oided and minimized impaets to jurisdictional resaurces to the greatest extent
practicable as descrihed above. Tables 1 and 2 summarize the wetland and stream �mpacts for each section,
and Table 4 helow summarizes the mitigatian requirements for the prt}ject.
Table 4 — R-31Q0
HLTC l Pro'ect Se�tion I AC(?E Required � DWR Required I Wetland
� hllil�:..ob:n.. f14`t Mifinafinn 11fS Mi+ins+inn 1
U3DSU102 �-31U0 B (All Sites)
R-3100 A Sife i Ont
fl3050101 R-31U4 A Sites 2-10
R-3100 Total Miti�ation Liab
1,223
R,EGULATORY APPROVALS
1,271 --
5$1 0.2
o.�a
Section 404: ApplicatiQn is hereby made for a Regional General Perrnit No. 19824�031 as required for the
above-described acti�ities.
5ection 401: We are hereby requesting a 401 Water Quality Certafication frorn the N. C. Division of Water
Resourc�s. In compl'rance with Section 143 215.3D(e} af the 1'3CAC, we will pra�ide $57U.U0 to act as
payment for processing the 5ectian 441 permit application pre�iously ncrte[l in this application {see Subject
line}.
Thank yau for your assistance with this project. If you ha�e any questions or need additionai informatian,
piease cantact Michael Turchy at maturchy@ncdot.gov or (919} 707-61 S?, A copy of this appticaticrn and
distributivn list will also he posted on the NCD(]T websiie at:
http:llcannect.nadot.gavlresourceslEnvirc�nmentallFages.
Sincerely,
�
�� Philip S. H�rris III, F.E., C.P.M.
Natural Enr+ironment Sectian Nead
cc: NCDOT Perrnit Applicatian 5tandard Distribution List
R-314{� Perrnit Applicatian �'age 10 of TO
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 31
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: W�dening of NC 16 from the current 4 lane sections at SR 1801 (Clarement Rd) to
SR 1895 (Tower Rd).
2b. County: Catawba
2c. Nearest municipality / town: Newton
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state R-3100 A 8� B
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6157
3g. Fax no.: (919) 212-5785
3h. Email address: maturchy@ncdot.gov
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimai degrees): Latitude: (DD.DDDDDD) Longitude: (-DD.DDDDDD)
35.618385 -81.133195
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Smyre Creek, Bee Branch, Maiden Creek and South
proposed project: Fork Creek
2b. Water Quality Classification of nearest receiving water: See Cover Letter, Table 2 for Classifications of each
resource.
2c. River basin: Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The land use within the vicinity of the project consists of about 50% developed or disturbed lands (roadsides
and residential areas), and 50% forested land).
3b. List the total estimated acreage of all existing wetlands on the property:
0.6 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
11,954
3d. Explain the purpose of the proposed project:
The purpose of the project is to upgrade the existing roadway to a multi-lane facility to improve traffic flow,
increase safety, and reduce travel times and provide more efficient vehicle operations. NC 16 is a major north-
south route in the western piedmont of North Carolina. This portion of NC 16 serves as a radial route between
Charlotte and Newton. NC 16 is also heavily used to access Interstate 40.
Existing NC 16 is operating at Level of Service D from north of Tower Road (SR 1895) to Caleb Setzer Road (SR
1800), and Level of Service C for the remaining portion of the project. The proposed improvements to NC 16 will
improve the level of traffic service to Level of Service B from north of Tower Road to Bethany Church Road, and
Level of Service C or better for the remainder of the project.
3e. Describe the overall project in detail, including the type of equipment to be used:
The North Carolina Department of Transportation (NCDOT) proposes to widen NC 16 from the current 4 lane
section east of Conover at SR 1801 (Claremont Rd) to the current 4 lane section west Denver near SR 1895
(Tower Road) Catawba County. The project is approximately 8.2 miles in length. Standard road building
equipment, including dozers, cranes, grading equipment, hauling and paving equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary � Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other: ESI
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
March 10, 2009
5. Project History
5a. Have permits or certifications been repuested or obtained � Yes ❑ No ❑ Unknown
for this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions. Individual Application, 10/12/16, Rescinded 12/8/16.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, 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
See Table 1 in ❑ Yes ❑ Corps
Cover Letter ❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question
for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, width
Temporary (T) (INT)? 10 (feet)
DWQ — non-
404, other)
See Table 2 in ❑ PER ❑ Corps
Cover Letter ❑ INT ❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water impact Name of
number— waterbody Type of impact Waterbody Area of impact (acres)
Permanent (P) or (if applicable) type
Tem ora T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts 0 Permanent
0 Temporary
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland (acres)
Pond ID Proposed use or
number purpose of pond Flooded Filled Excavated Flooded Filled Exca Flooded
vated
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Tem ora T re uired?
B1 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: This project is not located within a protected buffer area.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Avoidance and Minimization Section in cover letter.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Avoidance and Minimization Section in cover letter.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
If no, ex lain:
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 1,852 linearfeet
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0.20 acre
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments:
Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
❑ Yes ❑ No
Comments: If required from 1a, see attached buffer permit drawings.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? not applicable
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) � Yes ❑ No
Comments: See attached cover letter.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ SurFace Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes
additional development, which could impact nearby downstream water quality? � No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Implementation of the proposed Build Alternative would not contribute, in conjunction with past, present,
or future projects, to substantial adverse cumulative effects on resources in the study areas.
See pages 45 � 46 of the Categorical Exclusion for the full Indirect and Cumulative Effect section.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
5. Endangered Species and Designated Critical Habitat (Corps Requiremeritj
5a. Wifl this praject occur in or near an area with federally prvtected species or � Y�� ��p
habitat?
5b. Have you cheeked with the USFWS conceming Endangered Speckes Act � Y�g ❑ Ho
impacts?
❑ Raieigh
5c. If yes, indicate #he USFWS Field O�ce you have contacted.
� Ashe�ille
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Ll5FWS website.
Schweinitz's sunflower- No EfFect, habitat present, last survey: 10122l2015
Dwarf-flawer+ed heartleaf — No Effect, hahitat present, last survey: 4/412013
Narthem long�ared bat: NCDQT has determined that the proposed action does nof require separate
consultatian on the grounds that the praposed actian is consistent witri the �nal Section 4(d) r+ale, codified ai 50
C.F.R. § 17.4�(p] and effectirre February 16, 2a16. NCD�T may presume its determinatian is informed hy best
anailabie infnrmation and cansider Section T r�spansibifities fulfilled for NLEB.
Per protocol, the 4(dj cansistency determination was sent to the IiFWS on 6N5l201Q, with acknowledgement oi
reeeipt No comments were recei�ed.
6. Essential Fish Habitat (Corps Requirement)
+6a. Will #his project occur in ar near an area designated as essential fish habitat? ❑ Yes � Na
6b. What data sourc:es did you use to determine whether your site woufd impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Culturat Resaurces (Corps Requinement)
7a. Will this project accur in or near an area that the state, federal ar tribal
governrreents have designated as ha�ing historie ar cultural preservation �] Yes � No
status (e.g., Natianal Histaric Trust designatian or properties significant in
North Carolina history and archaealogy)?
7b. What dat� sourres did you use to determine whether your site would impact historic or aroheoiogical resources?
NEPA pocumenta�on
8. Flood Zane �esignatian {Corps Requirementj
8a. Will this project oc�ur in a FEMA-designa#ed 9D0-year floodplain7 � Yes ❑ Na
8b. If yes, explain how project me�ts FEMA requirements: HCOOT'Hydraulics Unit coordination wifh FEMA
8c. What saurce(sj did y4u use #o make the flaodplain determir�ation? FEMA Maps
�C Philip S. Harris, iII,�P.E. d�"��'�2(3f 7
ApplicantlAgent's Printed Name ApplicantlAgent's Signature �ate
�Agent's signature is valid only if an authvrization letter fram the applicant
is rovided.
�
Environmental
Quality
To Be Replaced with Revised Request
(for 10' more (1,852) of stream impact).
Mr. Philip S. Harris III, P.E., CPM
Natural Environment Section, PDEA
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
PAT MCCR�RY
if"i0y�'F1tDi
Dt�NALD R. VAN 13ER VAART
Secretary
October 11, 2016
Subject: DMS Mitigation Acceptance Letter: R-3100, NC 16 from SR 1895 (Tower Road) to
SR 1800 (Caleb Setzer Rd), Catawba County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
stream and wetland mitigation for the subject project. Based on the information supplied by you on October 11,
2016, the stream and wetland impacts are located in CU 03050101 and 03050102 of the Catawba River basin in the
Central Piedmont (CP) Eco-Region, and are as follows:
Stream & CU Eco- Stream Wetlands
Wetlands �ver Basin Location Region Coastal
Cold Cool Warm Riparian Non-Riparian Marsh
Impacts Catawba 03050101 CP 0 0 581.0 0.20 0 0
Impacts Catawba 03050102 CP 0 0 1261.0 0 0 0
- ou���G u� �ne s�ream ana wetiana impacts may be proposea to ee mitigatea at a i: i mitigarion ratio. See permit application for
details.
These impacts and associated mitigation needs were not projected by the NCDOT in the 2016 impact data.
DMS will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in
Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the.above referenced impact amounts are
revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be
required from DMS.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
Sincerely,
,� ��
Ja e B. Stanfill
DMS Credit Management Supervisor
Cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office
Ms. Amy Chapman, NC Division of Water Resources — Raleigh
File: R-3100
!'/'Nathirtg Compares =�,.�...
Stat� �t i'�orth Carqdina I�nvironmental C�uaf±ty
i:::'. �4fiaiiSzr✓iceCera#er � Raleigh.Nc�rYhCaroSina27f99-?64T
_ . -. _ . -., 3��ri;
Subject:
Team Members:
Meeting Minutes from 4B Preliminary Drainage Design Review
held on June 19, 2013 for R-3100A in Catawba County
Loretta Beckwith-USACE
Marella Buncick-USFWS
Marla Chambers-NCWRC
Felix Davila-FHWA
Chris Militscher-EPA
Mason Herndon-NCDWQ
Davidian Byrd-Roadway
Reuben Chandler-Division 12
Zahid Baloch-PDEA
Charles Hunt-Structures
Michael Turchy-NES
(present)
(present)
(present)
(absent)
(absent)
(absent)
(present)
(present)
(present)
(present)
(present)
Participants:
Marshall Clawson, NCDOT Hydraulics
Vincent Rivers, NCDOT Hydraulics
Zahid Baloch, NCDOT PDEA
Monroe Brown, NCDOT Utilities
Charles Hunt, NCDOT Structure Design
Davidian Byrd, NCDOT Roadway Design
Janaki Patel, NCDOT Utilities
James Swinson, NCDOT Utilities
Brad Chilton, NCDOT NES
Mark Staley, NCDOT REU
Michael Turchy, NCDOT NES
Reuben Chandler, NCDOT Division 12
Kathryn Espinoza, McKim and Creed
Rick Moore, McKim and Creed
Introductions were initiated by Marshall Clawson. Introductions were made by all in
attendance. Rick Moore proceeded with the review.
General
• Project falls within the Catawba River Basin in which riparian buffer rules are not
applicable.
• The project has four (4) major structures all of which are culverts.
Plan Sheet 6(5tream S12a and S12b)
• Impacts to surface waters from proposed 1@ 7'x8' RCBC and roadway fill. Existing
Tx7' RCBC to be removed.
• The box will be buried one (1) foot below natural ground.
• USFWS discussed moving Structure 617 being relocated to the other side of the road
however the same ditch is required in either location. Therefore 617 will remain as
is.
• NCWRC voiced concern of erosion at the ditch end based upon alignment. The small
amount of water is not anticipated to be erosive therefore the ditches will remain as
currently shown.
• Bee Branch (S12a and S12b) is classified as a High Quality Water (HQW).
Treatment of stormwater drainage will be obtained from proposed roadway swales
and the proposed lateral swales using maximum slopes of 1% and 3:1 side slopes.
Plan Sheet 14 (Stream S13a)
• The drainage redlines show an open ditch section from Structure 1404 to the
proposed energy dissipator at the upstream end of the JS. The dissiaptor is proposed
to stop just short of the JS avoiding any impacts. It was asked if a stream design
could be incorporated into this ditch section. However based upon Division
comments and the fact that this section is currently piped, plan revisions will be made
to pipe this ditch section all of the way to the energy dissipator.
Plan Sheet 15 (Stream S13c and S13d)
• Impacts to surface waters from proposed 2@ 9'x9' RCBC and roadway fill. Existing
9'x8' RCBC to be removed.
• Both boxes will be buried one (1) foot and one (1) box will also have 1' sills
constructed on the upstream and downstream end to force normal low flows through
one (1) side. A bench will be constructed at the upstream and downstream end to
assist in forcing the low flows through one (1) side.
Plan Sheet 15 (Stream S14b and S14c)
� Impacts to surface waters from proposed 2@ 9'x9' RCBC and roadway fill. Existing
9'x8' RCBC to be removed.
• Both boxes will be buried one (1) foot and one (1) box will also have 1' sills
constructed on the upstream and downstream end to force normal low flows through
one (1) side. A bench will be constructed at the upstream and downstream end to
assist in forcing the low flows through one (1) side.
Plan Sheet 18 (Stream S21a, Stream S21b and Wetland W3)
• Even though roadway water is flowing through private property, existing drainage
patterns were maintained to ensure hydrology was not impacted to minimize potential
for impact to these streams and this wetland.
Plan Sheet 18 (Wetland W4 and W5)
• Impacts to wetlands from proposed roadway fill and ditch excavation
Plan Sheet 19 (Wetland WS and W6)
• Impacts to wetlands from proposed roadway fill and ditch excavation
• The lateral base ditch/grass swale shown from Sta 217+80 -L- LT to 220+10 -L- LT
will be revised to show a piped system since this section is currently piped. Location
and Surveys to provide additional information in this area to pick up the existing
system. The pipe system will terminate at the existing outlet so as not to impact the
JS (Stream S23a).
Plan Sheet 20 (Stream S24a and S24b)
• Impacts to surface waters from proposed 1@ 7'x8' RCBC and roadway fill. Existing
7'x7' RCBC to be removed.
• The box will be buried one (1) foot below natural ground.
• The 36" cross pipe on Sheet 19 at approximate Sta 228+95 will be modified to tie
into the proposed 7' x 8' RCBC to eliminate the riprap lined tail ditch and its 28.6%
slope tying in to the existing JS. A box will be added on the downstream (-L- LT)
end of this cross pipe where the 36" pipe will turn and tie into the downstream (-L-
LT) end of the proposed 7' x 8' RCBC.
Plan Sheet 21 (Stream S25 and Wetland W7)
• Structures 2108 and 2109 both discharge into an existing riprap lined ditch contained
within an existing permanent drainage easement. Therefore there are no impacts at
this site.
Meeting Adjourned.
Subject:
Team Members:
Final Meeting Minutes from 4C Preliminary Drainage Design
Review held on March 19, 2014 for R-3100A in Catawba County
Loretta Beckwith, USACE (present)
Marella Buncick, USFWS (present)
Marla Chambers, NCWRC (present)
Michael Turchy, NCDOT NES (present)
Mitch Batuzich, FHWA (present)
Alan Johnson NCDWR (absent)
Cynthia Van Der Wiele EPA (absent)
Reuben Chandler, NCDOT Division 12 (absent)
Participants:
Vincent Rivers, NCDOT Hydraulics
Kanchana Noland, NCDOT Roadway
Douglas Kretchman, NCDOT Roadway
Laura Sutton, NCDOT Structures
Rick Moore, McKim and Creed
Introductions were initiated by Vincent Rivers. Introductions were made by all in
attendance. Rick Moore proceeded with the review.
General
• Baffles were discussed at length on all four (4) stream crossings. Each stream
crossing was discussed in detail during the 4B meeting and Marshall Clawson
determined that baffles would not be used for any of the crossings. Each crossing was
designed to the maximum extent practicable to have a span similar to the width of the
streams at their normal flow depth and to maintain the stream slope through the
culvert. They are all also buried 1 foot, have 1' sills in the overflow culvert (as
applicable at the multi-barrel locations) and the culvert at Sta 230+73 has sills at 50'
intervals.
• The term "channel excavation" that was used at the four (4) RCBC locations in the
permit drawings refers to slope work being performed to tie the channel slopes into
natural ground, not excavation within the channel themselves.
• There was a lot of discussion on the methodologies and policies for NRTR field work
as related to bankfull and stream width determination.
• There was discussion about limiting riprap at the pipe outlets by transitioning to coir
fabric and natural plantings. This will be a Division decision in the field.
• If riprap size was changed at any of the four (4) culvert crossings, their CSR should
be revised to reflect this. All four (4) CSR's will be revised to show Class II riprap at
their outlet.
Site 1
• In the 4B meeting, USFWS discussed moving Structure 617 to the other side of the
road however the same ditch is required in either location. Therefore, as discussed in
the 4B meeting minutes, Structure 617 will remain as originally designed.
• In the 4B meeting, NCWRC voiced concern of erosion at the ditch ends based upon
their alignment. As discussed in the 4B meeting minutes, the small amount of water
(in both flow and velocity) is not anticipated to be erosive therefare the ditches will
remain as currently shown.
• Is riprap planned in the bottom of the ditches? No, the plans call for Streambank
Stabilization which per the NCDOT details does not call for riprap in the bottom of
the ditches.
Site 2
• There was discussion on the layout of the proposed roadway drainage system -
primarily that the system will be constructed over the proposed RCBC crossing and
outlet in the floodplain areas in preformed scour holes.
• Clarification over the linetype showing shoulder berm gutter was provided.
Site 3
• Can we adjust the ditch angle at the outlet near 168+20-L- LT? No, the angle of the
ditch is designed to minimize impacts to the existing residence.
Site 4
• There was general discussion that the proposed roadway drainage system is designed
to maintain existing drainage patterns.
• There was discussion on the exact starting point of the JS - based upon the Final
Survey provided by NCDOT, the JS begins at the outlet of the existing pipe.
• No comments on the impacts as they are shown.
Site 5
• No comments on the impacts as they are shown.
Site 6
• There is a small wedge of wetlands outside the proposed R/W not included in the
impacts. This should be revised to show it as a total take.
Site 7
� No comments on the impacts as they are shown.
Site 8
• No comments on the impacts as they are shown.
Site 9
• The CSR should be revised to show the drainage tying into the proposed 7'x8' RCBC
in both plan and profile. The CSR will be revised.
� Structures may need more PDE on the downstream end.
Meeting Adjourned.
Minutes from the Interagency 4B Hydraulic Design Review Meeting
State Project 34522.1.4 (R-3100B) in Catawba County
F.A. Project: STP-0016(53)
June 19, 2013
Team Members:
Loretta Beckwith, USACE
Marella Buncick, USFWS
Marla Chambers, NCWRC
Brad Chilton, NCDOT-NES
Michael Turchy, NCDOT-NES
Mark Staley, NCDOT-REU
Zahid Baloch, NCDOT-PDEA
Minutes •
Introductions were made by all in attendance.
Participants:
Charles Smith, NCDOT Hydraulics
Reuben Chandler, NCDOT Div. 12
Davidian Byrd, NCDOT Roadway
Marshall Clawson, NCDOT
Monroe Brown, NCDOT
Claudia Lee, URS
Dennis Hoyle, URS
Meme Diaz, URS
Meme Diaz proceeded through the Hydraulic Redline Plans dated May 2013:
Sheet 4:
- Discussed tie-in to project to the west, and the overview of this project. No comments
Sheet 5:
- Proposed culvert design at Sta. 28+48 -L- and Sta. 43+58 -L- conflicts with existing
utilities. Utilities are to be relocated.
- It was requested to have utilities moved from under the roadway fill when relocating.
5heet 6:
- Reviewed photos of stream relocation site.
- Concern regarding stream relocation and the resulting stream stability was expressed by
USACE and USFWS representatives. Option of stream relocation or piping was
discussed. Stream relocation was the chosen option, but design should focus on stream
stability.
- Stream stability takes precedence over achieving natural stream conditions.
- Baffles will be used within culvert to be used to promote a natural stream bed through the
culvert when the culvert slope is greater than 2%.
- Proposed culvert design at Sta. 28+48 -L- and Sta. 43+58 -L- conflicts with existing
utilities.Utilities are to be relocated.
- It was requested to have utilities moved from under the roadway fill when relocating.
- Concern regarding stream relocation and the resulting stream stability was expressed by
USACE and USFWS representatives. Option of stream relocation or piping was
R-3100B Hydraulics Design 4B Meeting Notes Page 1 of 2
discussed. Stream relocation was the chosen option, but design should focus on stream
stability.
- Stream stability takes precedence over achieving natural stream conditions.
- Baffles within culvert to be used to promote a natural stream bed within the culvert when
the culvert slope is greater than 2%.
- There needs to be a 5' separation berm between the top of the relocated stream banks and
the toe of the fill between Sta. 44+00 -L- to 47+50 -L-
Sheet 7:
- It was confirmed that the pipe beneath -Y4- will be buried one foot. No further
comments.
Sheet 17:
- The layout of the two culverts was discussed. It was verified that the stream banks would
be protected along the outlet ends.
- The length of pipe at Sta. 190+00 -L- was discussed, but there were no comments.
No further comments.
Meeting adjuourned.
R-3100B Hydraulics Design 4B Meeting Notes Page 2 of 2
Minutes from the Interagency 4C Hydraulic Design Review Meeting
State Project 34522.1.4 (R-3100B) in Catawba County
F.A. Project: STP-0016(53)
July 22, 2015
Team Members:
Steve Kichefski, USACE (Phone)
Marella Buncick, USFWS
Marla Chambers, NCWRC
Amy Chapman, NCDWR
Donna Hood, NCDWR
Carla Dagnino, NCDOT-NES
Michael Turchy, NCDOT-NES
Mark Staley, NCDOT-REU
Zahid Baloch, NCDOT-PDEA
Cynthia Van Der Wiele-USEPA
Mitch Batuzich - FHWA
Minutes •
Introductions were made by all in attendance.
Participants:
Bill Zerman, NCDOT Hydraulics
Charles Smith, NCDOT Hydraulics
Larry Carpenter, NCDOT Div. 12 (Phone)
Kanchana Noland, NCDOT Roadway
James Swinson, NCDOT Utilities
Laura Sutton, NCDOT SMU
Claudia Lee, AECOM
Bill Stephens, AECOM
Bill Stephens and Claudia Lee proceeded through the permit drawings:
General:
- Request was made to separate out stream impacts from culvert impacts on the impact
summary sheet for all sites.
Sheet 5:
- It was noted that temporary easements and additional stream impacts are needed on the
inlet end of the proposed 6 ft. x 7 ft. RCBC due to construction phasing. Permits will be
revised.
The width of the existing stream compared to the width of the proposed box culvert was
questioned. It was determined from the field visit notes that the stream width up and
downstream are approximately the same as the width of the box culvert.
Sheet 6:
- It was recommended that baffles be placed in the proposed 9 ft. x 10 ft. RCBC to reduce
the low flow width to that of the existing stream width.
- It was questioned if a natural stream design was considered for the channel change on the
upstream side of the proposed culvert. Notes from the 4B meeting indicated that stream
stability would take precedence over achieving natural stream conditions. The existing
sanitary sewer line located along the north side of the channel change would also limit a
natural stream design.
R-3100B Hydraulics Design 4C Meeting Notes Page 1 of 2
- Marla Chambers indicated she may conduct a iield visit to Site 6 to observe the existing
conditions.
Sheet 7:
- Pipe size across -Y4- is mislabeled. Should be a 60-in. CMP. Profile will be included for
this pipe in the revised permits.
- Detai133 Rip Rap at Embankment: Cl B rip rap will be revised to Cl I rip rap.
Sheet 8:
- The stability of the proposed outfall ditch to Site 6 was questioned due to steep natural
ground slope along a portion of the ditch. NCDOT/AECOM will investigate options to
stabilize the ditch in the steep segment of the ditch.
Sheet 17:
- It was suggested to consider a different type drainage structure at Site 4 to retain stream
bed material instead of the proposed 60-in. reinforced concrete pipe. NCDOT/AECOM
will investigate options and need for an alternate structure.
- The single barrel proposed box culvert at Site 5 appears to be a 2-barrel culvert due to the
centerline shown in the drawing. The centerline will be removed.
No further comments.
Meeting adjourned.
R-3100B Hydraulics Design 4C Meeting Notes Page 2 of 2
� �2�����•�y�- North Carolina Department of Trensportation
~ �Z )I"ji31�'�iff`r Highway Stormwater Program -�'a�
STORMWATER MANAGEMENT PLAN __
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
ProjecUTIP No.: R-3100B County(ies : Catawba Page 1 of 2
Generel Project Information
Project No.: R-31008 Pro'ect T pe: Roadway Widenin Date: 9/28/2016
NCDOT Contact: Bill Zerman, PE Contractor I Designer: URS Corporation - North Carolina; Dennis Hoyle, PE, PLS
Address: 1590 Mail Service Center Address: 701 Corporate Center Dr., Suite 475
Raleigh, NC 27699-1590 Raleigh, NC 27607
Phone: 919-707-6755 Phone: 919-854-6200
Email: bzerman ncdot. ov Email: dennis.ho le aecom.com
CitylTown: Newton, NC County(ies): Catawba
River Basin s: Catawba CAMA Coun ? No
Primary Receiving Water: Smyre Creek; Maiden Creek NCDWQ Stream Index No.: 11-129-5-4-1, 11-129-5-7-2-(1)
NCDWQ Surface Water Classification for Primary Receiving Water Prima : Class C Water Sup I V WS-V
Supplemental: None None
Other Stream Classification: None S4a/S4b C
303(d) Impairments: biological impairment
Buffer Rules in Effect N/A
Pro'ect Description
Pro'ect Len th (lin. Miles or feet : 3.46 miles Surroundin Land Use: Low-Density residential (R-30)
Proposed Project Existing Site
Project Built-Upon Area ac. 28.55 ac. 15.03 ac.
Typical Cross Section Description: Divided median highway with two lanes in each direction and bulb turnouts for limited Two lane highway with intersection. 11' lane widths
access. 12' lane widths.
Average Daily Traffic (vehlhr/day): Design/Future: 20,200 VPD Existing: 13,050 VPD
General Project Narrative: East of Newton, NC in the Catawba River Basin, 3.46 miles of NC16, existing 2-lane highway alignment between Claremont Road and east of Balis Creek Road, will be
replaced with a 4-lane divided highway section with raised median and superstreet intersection design. The new alignment will follow the existing path of NC 16.
The roadway drainage system will consist of curb and gutter draining roadway runoff to median and curb inlets with outlets disconnected from surface waters. Drainage
system outlets utilize energy dissipation devices such as pre-formed scour holes and rip rap pads as well as grassed channels and swales. Where channels flow into
jurisdictional streams, riprap will be used to stabilize the banks.
Two named streams or their tributaries are affected by the proposed project:
Smyre Creek - Index # 11-129-5-4-1; Stream Classification C
Maiden Creek - Index # 11-129-5-7-2-(1); Stream Classification WS-V; 303(d) Parameter of Interest: Benthos Fair (Nar, AL, FW)
There are five jurisdictional stream crossings. Two crossings require culverts equal to a 60" diameter each. Two crossings utilize box culverts. Pipes and culverts within
jurisdicational streams are designed with a buried depth of 20% of the diameter for pipe sizes up to and including 48" and a buried depth of one foot for box culverts and pipes
over 48".
A tributary to Smyre Creek will undergo approximately 300 feet of realignment.
References
NCDENR - Surtace Water Classification Web Mapping (http://portal.ncdenr.orgfweb/wq/ps/csu/maps); NCDENR Draft 2014 303d List
I Ilt;.l1��»'�l'�' North Carolina Department of Transportation
`.7d()T"l13�4�X'f'�' �� '
,..
, _, , Highway Stormwater Program ���
STORMWATER MANAGEMENT P�AN —
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: R-3100B County(ies): Catawba Page 2 of 2
Project Environmental Summary
Surface Water Impacts
Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed
No. (From / To) Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM
5 28+68 -L- Stream Perennial Smyre Creek S3a/S3b 11-129-5-4-1 C None Culvert N/A
Zg+16 -L-
6 42+85 L Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Culvert N/A
47+76 -L-
6 45+65 -L- RT Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N!A
46+59 -L- RT
� 11+g2 -Y4- Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Culvert N/A
12+18 -Y4-
� 50+07 -L- RT Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A
50+26 -L- RT
� 56+70 -L- RT Stream Perennial Symre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A
57+16 -L- RT
$ 65+72 -L- RT Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A
66+14 -L- RT
189+11 -L- biological
�� 191+53-L- Stream Perennial MaidenCreek S10a/S10b 11-129-5-7-2-(1) WS-V impairment Culvert N/A
17 192+75 � Stream Perennial Maiden Creek S10a/S10b 11-129-5-7-2-(1) WS-V biological Culvert N!A
193+30 -L- impairment
` List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
Pipes and culverts within jurisdicational streams are designed with a buried depth of 20% of the diameter for pipe sizes up to and including 48" and a buried depth of one foot for box culverts and pipes
over 48".
References
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CA TA WBA CO U1�TY
LOCATION: NC 16 FROM NORTH OF SR 1801 (CLAREMONT RD)
TO NORTH OF SR 1814 (CfiLDWELL RD)
TYPE OF WORIZ• GRADING, DRAINAGE, RETAINING WALL,
CULVERTS, PAVING F�' SIGNALS
WETLAND AND STREAM IMPACTS
i
�'�,, R-3100B
3aszz��i.a II srP�ooiels3�
3A522 2 FRJ I STP-0016�53�
345222FRUM1 � SiP—OOIL�53�
34542 35 I STP-0016�521
SHEET 7 OF
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DES7GN DATA
ADT 2077 = 13,408
ADT 2037 20,558
K — 70 °/
D = 65 %
T = 9 % *
V = 50 MPH
'(TTST 4% - DUAL 5%�
FUNC CL =RURAL ARTERIAL
REGIONAL TIER
PREPARED FOR
DEPARTMENT OF TRANSPORTATION
RAIEIGH, NC
NGDOT CONTAQ�. GARY LOVERING, PE
PROJECT LENGTH
LENCTX ROADWAk' ZIY PAOJ6CT A-3lOOII = 3.465 .4fi/ee'
TO7i1l LENGZH TIP PROJEC7' R-3100B = 3.J65 hliles
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RIGHT OF WAY DAT6.
JANUARY 30 2015
LETT/NG DATE:
APRIL 18,2077
EDWARD G. EDENS PE
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Native Material consists of material that is excavated from the stream bed
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Native Material consists of material that is excavated from the stream
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material that is excavated from the stream bed may be used to line
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Native Material in the high flow culvert barrel(s). If rip rap is used to
line the high flow culvert barrel(s), Native Material should be placed
on top to fill voids and provide a flat surFace for animal passage.
Native Material is subject to approval by the engineer and may be
subject to permit conditions.
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Native Material consists of material that is excavated from the stream
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Y �'. material that is excavated from the stream bed may be used to line
FT- the low flow culvert barrel. Rip rap may be used to supplement the
�� -' Native Material in the high flow culvert barrel(s). If rip rap is used to
Y � �'.
r�ine the high flow culvert barrel(s), Native Material should be placed
i.FS on top to fill voids and provide a flat surFace for animal passage.
��' Native Material is subject to approval by the engineer and may be
Fr' subject to permit conditions.
+150
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�i�'TS�.'�' TS< DENOTES TEMPORARY
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PLAI`: Vlr W
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iUTL� ZS��FiE �
ACKFILL TO THE
ILL WITH NATIVE
IATERIAL.
SITE 1- PROFILE VIEW ALONG STRUCTURE
I I -L- STA. 28�Q$
--i-
-- , , �
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t�. _ � i LEAI�TH = 160'
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WITH 1' SILLS
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�TRUCTURE HYL�RACILI�=� DATA
C?r SIGN Dl_�C'N,;°�RGE = 2rri C'�'='�,
C?ESIGN FREC�UENC7 = 5C� YR�
DF `=l�=N W`� rL_FL'F�l l;-�N' _ °7;°,�{ I=T
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!Jl L4S�"'K=1Ri;t = 9i�(� C,'= =
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OT W� ELEVa�ION'= n9LS FT
�RCI�tZ�WA�' LOW F'�INT
—100
�
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= 870.29'
—50
J�' �I ' �� i-���IJ�I�
�
+ 50
Native Material consists of material that is excavated from the stream bed
or floodplain at the project site during culvert construction. Only material
that is excavated from the stream bed may be used to line the low flow
culvert barrel. Rip rap may be used to supplement the Native Material in
the high flow culvert barrel�s). If rip rap is used to line the high flow
culvert barrel�s), Native Material should be placed on top to fill voids and
provide a flat surface for animal passage. Native Material is subject to
approval by the engineer and may be subject to permit conditions.
2:1 MAX
TO BE
' SILL
= 89].38'
BUR IN�F€RT 1' -
+ 100
�� ��`' � � �� °�'
895
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.
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865
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AT _I � / PAQP_ �4_" �CP �
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Native Material consists of material that is excavated from the stream
�_ �= bed or floodplain at the project site during culvert construction. Only
Y �'. material that is excavated from the stream bed may be used to line
FT- the low flow culvert barrel. Rip rap may be used to supplement the
�� -' Native Material in the high flow culvert barrel(s). If rip rap is used to
Y � �'.
r�ine the high flow culvert barrel(s), Native Material should be placed
i.FS on top to fill voids and provide a flat surFace for animal passage.
��' Native Material is subject to approval by the engineer and may be
Fr' subject to permit conditions.
+150
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' - - - I - I ��_ . i � �'� i 'r', -_ 1 �O7 � - : _ EST. DDE=20 CY ����j�
�_ J� _ �,. SEE DETAIL 46 �
� �� � i .. -_ � �� �� ,
�.
� ��� �` .' � - �. � �'1S � � DENOTES TEMPORAHY _
� �j � � 'y , IMPACTS IN SURPACE WATER i �� I
', DENOTES IMPAQS IN
���� . I �� �� �. � 5 ��A,N UIFW �1� 1�' ���.
. _� L i i r�� I SURFACF WATER � y I�
� r—
I � � , � Tr� -� —I
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�� 1
975
970
965
960
955
950
SITE 4- PROFILE VIEW ALONG STRUCTURE
-L- STA. 190 + 23
NOTES: ��
BURY CULVERT I' � R P:_�6�D� p/'� -��.�'
EXISTING CULVER._AT STA -L- 1$�Q. �BE REMOVE� ` ��
- t�NGfi�i = 233`
SKE = 32°
2:1 MAX N O RMAL - I
f�.. i- 2 :1 R
,- -I--____
50 YR. WSE � �
100 YR. WSE = 63.4' � �
= = 963.65' ' I `
- Ii �
- �� � _ __ ,
1��=�-� �I� NWSE=959.6'� �
,__`__. _-- --- _
__-, _
� :-- -__-- - - -- -- - -
- ---- �
EXISTING TOB RIGHT � �� -� � � � � � � �� �
, �
-- ,
� � ; - ---
-
I I � , , , -_ - , _ - -, -�
NG ALONG PROP SED PIPE I' I B�URY INVERT 1` � ' ''�- -`
;
INV. ELEV. = 58.40' '
EXISTI G TOB LEFT� - � �"� '
SLQPF = 0_02O�FT�FT B�_R� . - . - " �
� L� I�I�T-M = � 33'
ENERGY DISSIPATO BASINJ'
-2 00
-15 0
� �TRUC! U�'E Hi� D�AULIC' DATA
DE�IG�N DISCFIARGL =
C�C�I�N �RE(7UEN�Y =
D_FSIGN WS _FLFI;',4TlC�N =
6'ASE D/SCHaRGE _
f_'A/��E FInR_F���i_FNC) _
QNJ� V'✓�- �����:�����N —
or c�i�cH,n���E _
o� r-,�� �lu� Ncr� _
OT WS LI_EVAl l(1N =
80
�C�
��6� .�
��
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'��F �� h `�
`,h�
S��U t
�a7r �.l
-100
C �J
Y R.
FT.
� ,� j
Y �'
F�,
��•F�.
)' R.
F %.
-50
1-' I''�I-���I�
0
+ 50
+ 100
975
970
965
960
955
950
+ 150
,�'�� 1� �� �
���u���� ���F ������� �
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1P➢���UIE�°�:.�4��"S�'�.1.� 6�,-ua]LlD�D1B9
N�C ll� N���`JC'1H[ �� �I� ll�4Dll G�1L�lf'�]F�1[(C�N°IC �l[3D
r�I�'ID N�ffB ]'P]H[ t�1F �1F$ 1�ll�1 6�C �II,lf�'�1��,�, ��9
���� �
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c¢slr.l[`rn aon n�ir. SnaJ Rn� /' a9m. // p�
CULVERT. BACKFI
YVITH NATIV� Sl
965
955
SITE 5- PROFILE VIEW ALONG STRUCTURE
TO THE TOP OF
�NA�FD MAT�RIAL.
��
---� ��.. ,
/
945
-150
A
-100
��RUCTUR� HYI�RAUI_lC DATA
DF�,II;N L�/ r�'NAR�;t = 4,���
Dt SIGN l= REr��IF_NC'7 = '�0
DcIv:GN W� ELI/ATION = J60.!�
BA� L Dl'� CHARv'L- _ �8r�
6'ASE FR�(i'�ENCY' _ l00
l�'A�r W� �(_!�VaTI��N = �6�.2��
i;T Dl`;CHARr";E _ 1100
OT F�'F%1/irNC'Y = �5(JU
OT W� CLEIfaT lON = �70.5
,_r_:
Y R�
��
'�'f- -
Y R� �
Fi
CFS
Y RD
FT.
-50
E SILL
❑�
-L- TA. 192 + 7
__ _
�RnP 7' �( R' RC'R
PROP. C� GI�ADE I
' LENGTH = T39'
CKFW — 9R°
�1\V. tLtV.�I
WITH 1' SI;LL
1I� J � �� �F'� �[ �_,1F�,
+ 50
,
INT=9-70.b�'
===7-=-====i=-===---_---_�
+ 100
Native Material consists of material that is excavated from the stream
bed or floodplain at the project site during culvert construction. Only
material that is excavated from the stream bed may be used to line
the low flow culvert barrel. Rip rap may be used to supplement the
Native Material in the high flow culvert barrel(s). If rip rap is used to
line the high flow culvert barrel(s), Native Material should be placed
on top to fill voids and provide a flat surFace for animal passage.
Native Material is subject to approval by the engineer and may be
subject to permit conditions.
+150
� �C' � �;� �I °
��� ����� o� ������ �� �
d�?��'.��'llBA �'�CDi7N'�'�
��.�J1E�C'Il�: ��I���.1.� QF3��R4D�➢�9
k• •
955
+ 200
I�i�C Y�6 N�kk']C'l�[ ��D1F �Il�. �N�ll 6!C'1L9][�]E���IDN�f' 1R�D
�NII� Nt�9Y8"ll'�1[ (Qll+ �1R, ll�fl� (�Ca11LIIR�]Cl[,fl. 5�11�D
-Sd°T']E 5
��iLk31���' ID�AWdN�
�]H[II;1�,°]f' 21 �1F 22
4➢'� ,/i ��U % ➢.i
WETLAND PERMIT IMPACT SUMMARY
WET D MP S URF ATER A
an 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
(ac (ac) ac) (ac) (ac) (ac) (ac) (tt) ft) (ft)
1 28+68 to 29+16 -L- 6'x7' RCBC Culvert 0.01 99
1 28+68 to 29+16 -L- 6'x7' RCBC Stream < 0.01 52
� pg+68 to 29+16 -L- Bank Stabilization < 0.01 < 0.01 48 3
2 42+g5 to 46+98 -L- 10'x10' RCBC (Culvert) < 0.01 52
2 42+85 to 46+98 -L- Fill/Channel Relocation 0.05 < 0.01 413 32
2 42+85 to 46+98 -L- Bank Stabilization < 0.01 < 0.01 39 11
2A 46+79 to 47+76 -L- Fill/Channel Relocation 0.02 < 0.01 177 33
3 11+82 to 12+18 -Y4- 54" RCP (Culvertl < 0.01 55
Center
3 11+82 to 12+18 -Y4- Bank Stabilization < 0.01 < 0.01 33 16
3 West 50+07 to 50+p6 -L- Bank Stabilization < 0.01 < 0.01 22 27
3 East 56+70 to 57+16 -L- Bank Stabilization < 0.01 < 0.01 17 45
4 189+11 to 191+53 -L- 60" RCP Culvert 0.01 172
4 189+11 to 191+53 -L- 60" RCP Stream < 0.01 28
4 189+11 to 191+53 -L- Bank Stabilization < 0.01 < 0.01 20 15
5 192+75 to 193+30 -L- 7'x8' RCBC Culvert OA2 92
5 192+75 to 193+30 -L- Bank Stabilization < 0,01 < 0.01 66 16
6 65+7z to 66+14 -L- Bank Stabilization < 0.01 < 0.01 40 14
7 45+65 to 46+59 -L- Bank Stabilization 0.01 < 0.01 84 19
TOTALS*: 0.18 0.03 1429 311 0
'Rounded totals are sum of actual impacts
NOTES:
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i
7,�.I RI�no�l�t➢il➢.�Ne
LOCATION: NC l6 FROM NORTH O� SR d814 (CALDWELL ROAD) TO SR /895
TYPE OF WORK: GRADING,�AVING, DRAl1VAGE, AND CULVERTS
)WER RQ�AD)
PI�RMIT DRAWING
--� SHEET 2 OF 32
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TNI$ PROJfCT I$ NOi WRMIN ANY MUNICIPAL BOUN�A0.1E5.
CLEARING ON 1HI5 PROIEC� SMALL BF YERFOftMEO TO iHE LIMITS ESiNBLISHE� 0T
fH15 IS A PARIIAL COMR00.F.0-ACCESS PROIFQ WItH ACCESS BFING LIMIfE� t0 POINiS AS SHOWN ON iHE PIANS.
GRAPHIC SCALES v DESIGN DATA
50 25 0 50 100 ADT 2074 10,100
r�n�r� ADT DHV = 10�700
PLANS
D = 60 %
50 25 0 50 100 T= 9 �o .
V = 60 MPH
PROFILE (HORIZONTAL� • 77ST 4% DUAL 5%u
70 5 0 70 20 FUNC CLASS =
RURAL ARTERIAL
PROFILE (VERTICAL) REGIONAI TIER
SURFAC� WATE
�M,41DE�N &�`, ���D��I
USGS .QUADRA�
PROfECT LENGTH
LENGTH ROADWAY TIP PROIECT R-3100A =4J81 MILES
TOTAL LENGTH OF TIP PROJECT R-3100A =4.781 MILES
IMPACT� `
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TIM JORDAN PE
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AUGUST 30, 2013
LETfING D.9TE:
AUGUST 16, 2015 RICK MOORE PE
HYllRAULf1 PHI]/FfP I\CINEFB
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4) NUMBER OF SILLS DETERMINED 8Y THE
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N. C. DEPT.OF TRANSPORTATION
DIVISION OF H[GHWAY3
CATAWBA COUNTY
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NC 16 RROM NORTH OF
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DETAIL 1
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SKEWED LOW FLOW
CHANNEL AND SILLS
'NOTES:
1) THE BED MATERIAL SHALL BE
NATURAL STONE WITH A GRADATION SIZE
EQUIVALENT TO THAT OF CLA55 B RIP RAP.
STONES LARGER THAN 72 INCHES SHALL
NOT BE PLACED WITHIN THE LOW FLOW
CHANNEL. BED MATERIALS SUBIECT TO
APPROVAL BY THE ENGINEER.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST
SEPARATELY AND ATTACHED BY DOWELS.
3) TOP OF SILL SHOULD MATCH STREAM BED
ELEVATION IN LOW fLOW
CHANNEL OF STREAM. (THALWEG)
4) CLASS B RIP RAP MAY BE USED TO SUPPLEMENT
NATURAL BED MATERIAL.
5) DO NOT SET ELEVATION OF HIGH SILL
ABOVE BANK FULL.
6j NUMBER OF SIILS DETERMINED BY THE ENGINEER.
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S ITE IX
PLAN VIEW
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—L— 248f65o00 �' � � � � WITH 24"RCP
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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
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
I 47+58 -L- LT & RT 7'X8' RCBC � 0.02 < 0.01 163 51
BANK STABIL. 77
I I 165+35 -L- LT & RT 2@ 9'X9' RCBC 0.04 0.01 74 38
BANK STABIL. 82
I II 168+Z3 LT & RT 2 9'X9' RCBC 0.03 < 0.01 76 24
BANK STABIL. 1Q4
IV 201+53 -L- RT 30" RCP < 0.01 < 0.01 35 20
BANK STABIL. 10
V 208+80 -L- RT 18" RCP 0.01 < 0.01 43 20
BANK STABIL. 6
VI 213+60 -L- LT BASE DITCH 0.04
214+�2-L- LT RDWY FILL 0.02
VII 214+70 -L- LT
217+30-L- LT RDWY FILL 0.10
VIII 216+68 -L- LT BASE DITCH 0.02 0.02
217+45 -L- LT RDWY FILL < 0.01 42
IX 230+72 LT & RT 7'XS' RCBC 0.04 < 0.01 220 51
BANK STABIL. 25
X 248+7g -L- RT 42" RCP < 0.01 22
TOTALS: 0.16 0.02 0.02 0.14 0.06 957 226
Revisetl