20160982 Ver 1_R-3100B 4C Meeting_20150713

Hood, Donna
From:Zerman, William S
Sent:Monday, July 13, 2015 11:23 AM
To:Hood, Donna
Subject:FW: R-3100B 4C Meeting
Attachments:_R3100B CP-4B Meeting Notes_07 18 2013.docx; R-3100B_Permit_Package 2015 06
30.pdf
Hi Donna,

Alan just informed me you would be replacing him at the meeting below. If you have any questions concerning the
meeting, please let me know.

Bill

William (Bill) S. Zerman, Jr. P.E.
NCDOT Hydraulics Unit
Project Manager, TIP West
Divisions 10-14
(w-direct) 919-707-6755
(w) 919-707-6700

Mail: 1590 Mail Service Center, Raleigh, NC 27699-1590
Delivery: 1020 Birch Ridge Dr., Raleigh, NC 27610

From: Zerman, William S
Sent: Friday, July 10, 2015 3:55 PM
To: [e-mail]; Alan Johnson ([e-mail]); Michael Batuzich
([e-mail]); Marella Buncick ([e-mail]); 'Chambers, Marla J'; Cynthia Van Der Wiele
([e-mail]); [e-mail]; Dagnino, Carla S; Turchy, Michael A; Staley, Mark K;
Baloch, Zahid M; Hoyle, Dennis ([e-mail]); Chandler, Reuben D; Charles R. Smith
([e-mail]); Noland, Kanchana V
Subject: R-3100B 4C Meeting

All,

See attached permit drawings for the scheduled 4C meeting on July 22ad from 9am to 10:30am. Also attached are the
4B meeting minutes.

Bill

William (Bill) S. Zerman, Jr. P.E.
NCDOT Hydraulics Unit
Project Manager, TIP West
Divisions 10-14
(w-direct) 919-707-6755
(w) 919-707-6700

Mail: 1590 Mail Service Center, Raleigh, NC 27699-1590
Delivery: 1020 Birch Ridge Dr., Raleigh, NC 27610

1

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
2

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: Participants:
Loretta Beckwith, USACE Charles Smith, NCDOT Hydraulics
Marella Buncick, USFWS Reuben Chandler, NCDOT Div. 12
Marla Chambers, NCWRC Davidian Byrd, NCDOT Roadway
Brad Chilton, NCDOT-NES Marshall Clawson, NCDOT
Michael Turchy, NCDOT-NES Monroe Brown, NCDOT
Mark Staley, NCDOT-REU Claudia Lee, URS
Zahid Baloch, NCDOT-PDEA Dennis Hoyle, URS
Meme Diaz, URS

Minutes:
Introductions were made by all in attendance.

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.

Sheet 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

12
R-3100B Hydraulics Design 4B Meeting Notes Page of

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.

22
R-3100B Hydraulics Design 4B Meeting Notes Page of

, _ �\
��i��l��'cxS� North Carolina Department of Transportation
St€.�t�il��vafi�`r .I
,. ,,.�,..� Hi hwa Stormwater Pro ram �;
9 Y 9 `., �
STORMWATER MANAGEMENT PLAN �' ��°°�'�"
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: R-3100B County(ies): Catawba Page 1 of 2
General Project Information
Project No.: R-31006 Project Type: Roadway Widening Date: 6/19/2015
NCDOT Contact: Charles Smith, PE Contractor / Designer: URS Corporation - North Carolina; Dennis Hoyle, PE, PLS
Address: 1590 Mail Service Center Address: 1600 Perimeter Park Dr. Suite 400
Raleigh, NC 27699-1590 Morrisville, NC 27560
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Newton, NC County(ies): Catawba
River Basin(s): Catawba CAMA County? 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 Primary: Class C Water Supply V(WS-V)
Supplemental: None None
Other Stream Classification: None S4a/S4b C
303(d) Impairments: biological impairment
Buffer Rules in Effect N/A
Project Description
Project Length (lin. Miles or feet): 3.46 miles Surrounding 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 (veh/hr/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 Balls 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 54" and 60" diameter, respectively. 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 - Surface Water Classification Web Mapping (http://portal.ncdenr.org/web/wq/ps/csu/maps); NCDENR Draft 2014 303d List

. ---- _�
H� 17�d North Carolina Department of Transportation "'Tv�,
�Stc�rY�Zwater � i
,,.,,,.,,.,.� Highway Stormwater Program -
STORMWATER MANAGEMENT PLAN -___ -
(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+82 � Stream Perennial Smyre Creek S3a/S3b 11-129-5-4-1 C None Culvert N/A
2g+17 -L-
6 42+86 � Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Culvert N/A
47+76 -L-
� 11+89 -Y4- Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Culvert N/A
12+17 -Y4-
� 50+00 -L- Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A
50+13 -L-
� 56+80 -L- Stream Perennial Symre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A
56+98 -L-
$ 65+72 -L- Stream Perennial Smyre Creek S4a/S4b 11-129-5-4-1 C None Stabilization N/A
66+14 -L-
17 189+20 � Stream Perennial Maiden Creek S10a/S10b 11-129-5-7-2-(1) WS-V biologiCal Culvert N/A
191+50 -L- impairment
17 192+75 � Stream Perennial Maiden Creek S10a/S10b 11-129-5-7-2-(1) WS-V biological Culvert N/A
193+25 -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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BEGIN CONS7RUCTlON rR�riart[v rvR
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, NC
NCDOT CONTACT: Brenda Moore, PE, CPM
THIS PROJECT IS PARTIALLY WITHIN MUNICIPAL BOUNDARIES.
CIEARING ON THIS PROJECT SFIALL BE PERFORMED TO TNE LIMITS ESTABUSNED BY METHOD III.
THIS PROIECT IS PARTIAL CONTROL-ACCESS, WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS.
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DO NOT UBE FOR R/p' ACQUIBITION
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Prepared in the Office of: HYDRAULICS ENGLNEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH URS Corporafion - North Carolina
ADT 2016 = 13,050 0 ,boo Perimeter Park Orive
LENGTH ROADWAY TIP PRO ECT R-3100B = 3.46 Miles Morrisville, North Carolina 27560
50 25 0 50 100 1 rE�E� � � as,-,a�s �¢��c���
ADT 2036 = 20,200 �� � �,�
DHV = 10 % TOTAL LENGTH TIA AROJECT R-3100B = 3.46 Miles zon szaNnAnn srsciF�cnr�oxs �� ��o
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SEE DETAIL 33
��ENOTES iEMPORARY
IMPACTS IN SURFACE WATER
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NOTES:
BURY CULVERT I' —L— STA. 190+23
EXISTING CULVERT AT STA —L— 189+50 TO BE REMOVED PROP. 60" RCP
PROP. � GRADE POINT = 970.76'
LENGTH = 233'
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DESIGN FREQUENCY = 50 YRo l�R��U]EC�["n �����,ll,4 �8-����1�)
DESIGN WS ELEVATION = 96004 FTo ���� ����q ������ ���,������� ���
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OT DISCHARGE = 3/0 CFS ���� �
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OT W S ELEV AT lON = 970076 FT o 1��1����° ����'���
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S ITE 5- P RO F I LE VI EW ALO N G STRU CTU RE

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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)
1 28+82 to 29+17 -L- 6'x7' RCBC 0.02 < 0.01 137 71
1 28+82 to 29+17 -L- Bank Stabilization < 0.01 39 3
2 42+86 to 47+76 -L- 9'x10' RCBC 0.10 0.02 644 106
2 42+86 to 47+76 -L- Bank Stabilization < 0.01 10
3 11+89 to 12+17 -Y4- 54" CSP 0.01 < 0.01 82 27
3 11+89 to 12+17 -Y4- Bank Stabilization < 0.01 12
3 50+00 to 50+13 -L- Bank Stabilization < 0.01 < 0.01 15
3 56+80 to 56+96 -L- Bank Stabilization < 0.01 < 0.01 17
4 189+20 to 191 +50 -L- 60" RCP 0.02 < 0.01 182 27
4 189+20 to 191+50 -L- Bank Stabilization < 0.01 11
5 192+75 to 193+25 -L- 7'x8' RCBC 0.02 < 0.01 130 10
5 192+75 to 193+25 -L- Bank Stabilization 0.01 36
6 65+72 to 66+14 -L- Bank Stabilization < 0.01 < 0.01 14
TOTALS*: 0.19 0.03 1214 358 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24