HomeMy WebLinkAbout20181732 Ver 1_R-2307 Catawba December 21 2018_20181227�STxiTEo,�
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
December 21, 2018
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Nicholle Braspennicl�
NCDOT Coordinator
JAMES H. TROGDON, III
SECRETARY
Subject: Application for Individual Section 404 Individual Permit, Section 401 Water Quality
Certification, and Riparian Buffer Certification for the Widening of NC 150 from the NC
16 Bypass in Catawba County to just west of the US 21/NC 150 Interchange in Iredell County,
including the Interchange with I-77. Federal Aid Project No. STP-150(19), Division 12, TIP
No. R-2307 and I-5717, Debit $570 from WBS 37944.1.1.
Dear Madam:
The North Carolina Department of Transportation (NCDOT) proposes to improve the NC 150 corridor for a
length of approximately 15 miles from the NC 16 Bypass in Catawba County to just west of the US 21/NC
150 Interchange in Iredell County, North Carolina (NCDOT STIP Project No. R-2307). The proposed project
also includes improvements to the I-77/NC 150 interchange in Mooresville (NCDOT STIP Project No. I-5717).
This is a Phased Individual Permit application. The project is divided into an A and B section.
Section A(R-2307 A) extends from NC 16 Bypass to SR 1902 (Harvel Road) and
Section B(R-2307 B) extends from Harvel Road to the US 21/NC 150 interchange, and includes the I-5717
component, the I-77 interchange.
This application presents "final" impacts for the B section of the project, and "preliminary" impacts for the A
section of the project.
The B section is scheduled to let to construction in July 2019, and the A section is scheduled for October 2024.
Please see the enclosed ENG application form, Division of Mitigation Services (DMS) mitigation acceptance
letter, permit drawing review meeting minutes, State Stormwater Management Plan (SMP), permit drawings,
buffer drawings, and design plans for the B section of the project, and preliminary drawings from the A section.
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1 �2� BIRCH RIDGE DRIVE
$NVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 R.SLEIGH NC 2%61�
1 S9H MAIL SERVICE CENTER
RnLE[GxNC27699-1598 Website: www.ncdot.gov
PURPOSE AND NEED
The purpose and need for these projects are to improve capacity and reduce congestion along NC 150 from the
NC 16 Bypass to just west of the US 21 Interchange.
NC 150 serves traffic demands and travel patterns for commuters and other travelers within and outside of
the project study area and is a major east-west route between Shelby, Lincolnton, and Mooresville. Currently,
heavy traffic occurs during peak periods within the project limits, resulting in frequent congestion and
delays. Existing traffic congestion within the NC 150 corridor results in excessive travel times for commuters
and travelers. Projected growth in the corridor, particularly around the I-77 interchange, will continue to
increase these delays and travel times.
A Traffic Forecast Report was completed for the project in September 2013. The findings of the report
indicated that 2015 NC 150 traffic volumes exceed two-lane capacity (14,300 vpd) between Sherrills Ford
Road and the I-77 Interchange commercial district and that west of Sherrills Ford Road, NC 150 traffic
volumes are anticipated to exceed capacity between 2015 and 2020. Existing traffic volumes within the I-77
commercial district already exceed the capacity of a five-lane facility (39,800 vpd). Design year (2040)
traffic volumes along NC 150 within the project corridor range from approximately 18,000 vpd at NC 16
Bypass to 58,700 vpd at I-77. East of I-77, projected design year traffic volumes range from 53,100 to 45,300
vpd at US 21. Proj ected traffic volumes along the entire length of NC 150 will exceed two-lane capacity by
2040. Additionally, five-lane capacity will be exceeded from the Mooresville Crossing shopping center
entrance to US 21 by 2040.
Table 2.4.1 of the EA shows the intersection LOS and delay along NC 150 within the project corridor based
off of the base year (2015) traffic volumes and the No-Build traffic volumes far the design year (2040).
The proposed action includes widening, replacing several bridges, and access management measures. The
proposed roadway cross-section will be a four-lane, divided facility including curb and gutter. In the rural
areas, the median is 46 feet wide with eight-foot shoulders. In the more urban/suburban areas, the median is a
23-foot raised median with ten-foot shoulders. The proposed project also includes reconfiguring the I-77/NC
150 interchange.
NEPA DOCUMENT HISTORY
An Environmental Assessment (EA) was completed for this project in March of 2016, and a Finding of No
Significant Impact (FONSI) was completed in June 2016. Additional copies will be provided upon request.
In compliance with the NEPA/404 Merger Process, project Concurrence points and dates are noted below:
Concurrence Point 1 was reached on December 12, 2012.
A revised Concurrence Point 1 meeting was held and reached on August 13, 2014 to include the
interchange with I-77 as TIP I-5717. To ensure a coordinated design, NCDOT is combining the two
STIP projects into one environmental document. NCDOT proposes this approach because the projects
are adjacent to each other and it would be practicable to develop the interchange modifications in
coordination with the NC 150 widening improvements.
Concurrence Point 2 was reached on August 13, 2014. A revised CP 2 was reached on October 8, 2015.
Concurrence Point 2A was reached on June 10, 2015.
Concurrence Point 3 was reached on February 8, 2017.
Concurrence Point 4A was reached on March 22, 2017.
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 2 of 12
Concurrence 4B (far R-2307 B) was held on April 12, 2017.
Concurrence 4C (for R-2307 B) was held on February 7, 2018.
Indirect Cumulative Impact Analysis
A Community Impact Assessment and an Indirect and Cumulative Effects Report and Land Use Scenario
Assessment was prepared for this project in June 2014. Copies of the document are available on request.
Indirect Effects Summary
Local planners currently feel that the proposed R-2307 project is likely to have a minor increase on the pace
or intensity of development. Since there are so few roads crossing Lake Norman, widening the road is not
expected to change travel patterns, but will improve the level of service for drivers currently using the road
and those who will begin using the road in the future because of residential and commercial growth within
the FLUSA. A four-lane road may attract new businesses or light industries who desire easier access to an
interstate, although this effect is expected to be minor since most anticipated major commercial nodes on the
corridor are already at the interchanges of NC 150 with an interstate (I-77) or major highway (NC 16
Bypass).
For these reasons, construction of R-2307 is expected to have a minor indirect effect on land use decisions in
the FLUSA. The Indirect and Cumulative Effects Screening Matrix resulted in a conclusion of Possible
Indirect Scenario Assessment. A Land Use Scenario Assessment has been completed to further evaluate the
nature and extent of these potential effects.
Cumulative Effects
Past and Future Projects — Development in the past few years included redevelopment at the NC 150/NC 16
intersection and continued expansion and infill at the NC 150/I-77 interchange. A new library is under
construction in the northeast quadrant of NC 150 and Sherrills Ford Road. An interchange was recently
completed at I-77 and Brawley School Road. In the FLUSA, several new developments are planned, as
described in Section 2.
Current Project — The proposed project would widen approximately 12.5 miles of NC 150 from a two- or
three-lane undivided roadway to four lanes with a median, likely with partial control of access along existing
alignment and limited control of access on new alignment. A median is proposed to be constructed along the
remaining 2 miles of the corridor, which is currently a combination of a four- and five-lane undivided
roadway. Three new location alternatives (between 1.7 and 2.2 miles long, depending on alternative) are
under consideration to avoid or minimize impacts to the Terrell Historic District.
There are approximately 25,000 acres of land in the FLUSA. Of this, approximately 10,000 acres (40%) is
currently developed. Of the 15,000 acres of undeveloped area, less than 1,000 acres (4% of the total) is
considered constrained — protected by ponds, stream buffers and floodway restrictions. The remaining 14,000
acres (56% of the total) of land is classified as undeveloped/ unconstrained, which generally represents land
within the FLUSA that could be developed in the future.
In summary, several commercial developments have been constructed recently or are planned for
construction in the near future. Other infrastructure and development projects are anticipated at a slow but
steady pace. This project is expected to result in a minor decrease in travel time for most drivers but may
increase access and exposure to properties along a potential new alignment section. According to local
planners, development is likely to be concentrated in "village nodes" and at the interchanges at the project
termini.
Due to the level of protection of environmental resources, the additional development as a result of the Build
Scenarios is not anticipated to result in significant cumulative impacts to natural resources.
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 3 of 12
CULTURAL RESOURCES
Section 106
On August 25, 2015, NCDOT, FHWA, and HPO met for a consultation about project effects on National
Register-listed and -eligible resources. There are two Section 106 eligible resource within the selected
alternative, and the project will have No Adverse Effect on both resources. Concurrence forms documenting
the effects findings contained in Appendix B of the EA.
Section 4(f)
The Marshall Steam Station is the only 4( fl resource found in the selected alternative. Proposed earthwork
would require the acquisition of approximately 0.47 acre of property from the Marshall Steam Station. Level
of impact and nature of use resulted in a de minimis finding.
Archaeological Resources
NCDOT provided project information to the HPO on August 13, 2015. Based upon review of that information,
HPO did not recommend an archaeological survey in their correspondence of October 13, 2015.
Wild and Scenic River System
There are no Wild and Scenic Rivers in the project area.
RESOURCE STATUS
Wetland and stream determinations within R-2307 were conducted using the field delineation method outlined
in the 1987 Corps of Engineers Wetland Delineation Manual and subsequent guidance including the Eastern
Mountains and Piedmont Regional Supplement. Mr. Steve Kichefski of the U.S. Army Corps of Engineers
(USACE) conducted a preliminary jurisdictional determination on May 27, 2015.
Jurisdictional features within the R-2307 project are all within the Catawba River Basin, Hydrologic Unit Code
03050101.
There are no High Quality Waters (HQWs), Outstanding Resource Waters (ORWs), 303d-listed impaired
streams, trout waters, primary nursery areas, or anadromous �sh waters within the study area, or within one
mile downstream of the study area. Lake Norman is a water supply lake and it, and its tributaries, are
designated as Water Supply-IV, Class B, Critical Area waters.
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 4 of 12
IMPACTS TO WATERS OF THE United States
Tables 1-4 provide impact values and descriptions of jurisdictional water resources for the project. Site numbers correspond with the permit (hydraulic) drawings
included in this application.
Table 1-1: U-2307 B"Final" Wetland Im acts (values in acres)
Permanent
Permit NRTR Wetland Mechanized Hand
Site Site NC WAM Classification Size Fill in Clearing Clearing
Wetlands
7 WA Non-Tidal Freshwater Marsh 0.06 0.05 <OA1 -- Fill for
Total Wetland Impacts: 0.05 <0.01 --
Total Loss of Water Impacts 0.06
Total Wetland Impacts Requested from DMS: 0.06
Table 1-2: U-2307 A
Plan Sheet NRTR
No. Site
7 WB
2 WE
2 WK
Wetland I
NC WAM Classification
icts (values in acres)
Wetland Size Permanent Fill
in Wetlands
eadwater Forest 0.57 0.35
eadwater Forest 0.3 0.08
on-Tidal Freshwater Marsh 0.39 0.30
Total Wetland Imnacts: 0.73
Impact Description
Preliminary Impact Description
New location roadway.
Fill for roadway widen
Fill for roadwav widen
R-2307 Project Total Wetland Impact: 0.79
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 5 of 12
Table 2-1: R-2307 B Stream Im a
Permit Stream Name/ Status/
Site NRTR ID Class
� UT to Lakc Norman Intermittcnt
SK WS-IV, B;CA
8 UT to Lake Norman Perennial
9 SL WS-IV, B;CA
10 UT to Lake Norman Perennial
SM WS-IV, B;CA
11 UT to Lake Norman Perennial
12 SN WS-IV, B;CA
Total Stream Imp
Total
s (values in linear feet)
Perm. Temp. ACOE DWR
Channel Channel Required Required
Im acts Im acts Miti ation Miti atior
117 -- 117 0
39 --
107 0
68 17
97 20 97 0
98 19
126 0
28 20
447 76 447 0
uested from DMS: 447
Impact Description
A 24" RCP will convey UT to Lake Norman under the widened roadway.
An existing 60" RCP will be extended to convey UT to Lake Norman under
the widened roadway.
An existing 78" RCP will be extended to convey UT to Lake Norman under
the widened roadway.
An existing 60" RCP will be extended to convey UT to Lake Norman under
the widened roadway.
Table 2-2: R-2307 A Preliminar Stream Im acts (values in linear feet)
Perm. Channel
Plan ACOE DWR
Stream Name/ Status/ Impacts
Sheet NRTR ID Class Temp. Channel Required Required Preliminary Impact Description
No. Im acts Mitigation Mitigation
2 UT Killian Creek Perennial 204 204 204 An existing 5' x 4.5' Box Culvert will be extended or replaced to convey UT
SA C to Killian Creek under the widened roadwa .
2 UT Killian Creek Perennial 193 193 193 An existing 4' x 4' Box Culvert will be extended to convey UT to Killian
SB C Creek under the widened roadwa .
UT Lake Norman Intermittent UT to Lake Norman begins outside of any drainage structure. It will be
3 SC WS-IV,B;CA 188 188 0 impacted by the widened roadway, and placed into a drainage structure, to be
determined.
Bettie Creek will be impacted by the new location roadway. The structure
7 Bettie Creek (1) Intermittent 236 236 0 that will carry Bettie Creek is to be determined, but will be reviewed at a
WS-N,B;CA
future Mer er Meetin .
8 UT Beaverdam Ck Intermittent 46 46 0 UT to Beaverdam Creek and Beaverdam Creek will be impacted by the new
SJ WS-IV,B;CA location roadway. The structure that will carry UT to Beaverdam and
8 Beaverdam Creek Perennial 250 250 250 Beaverdam Creek is to be determined, but will be reviewed at a future
(1) WS-IV,B;CA Mer er Meetin .
Total Stream Im acts 1,117 1,117 647
R-2307 Project Total Stream Impact: 1,564
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 6 of 12
Table 3-1: U-2307 B Pond/ Lake Norman Im acts (values in acres
Permit NRTR Permanent Temporary
Site Site Pond Size Fill Fill
�
0
0
�
<0.01
<0.01
Lake 32 475 3.11
Norman ' 3.91
0.01
0.02
A standard base ditch will be used to drain a small depressional area (non jurisdictional) to Lake
<0.01 Norman. The impact is the result of Class II rip-rap placed in the Lake for erosion control/
diffusion of velocit at the end of the ditch. *
A standard base ditch will be used to drain a hazardous spill basin to Lake Norman. The impact is
0.02 the result of Class II rip-rap placed in the Lake for erosion control/ diffusion of velocity at the end
of the ditch. *
The existing rock causeway will be expanded to accommodate a new bridge.
Impact Description
A standard base ditch will be used to drain a hazardous spill basin to Lake Norman. The impact is
0.02 the result of Class II rip-rap placed in the Lake for erosion controU diffusion of velocity at the end
of the ditch. *
A standard base ditch will be used to drain a hazardous spill basin to Lake Norman. The impact is
0.06 the result of Class II rip-rap placed in the Lake for erosion control/ diffusion of velocity at the end
of the ditch. *
Total Pond Impacts: � 7.05 � 0.1 �
* The iill in the lake will be placed so that it does not create a navigational hazard to lake users.
Table 3-2: U-2307 A Pond/ Lake Norman
Plan NRTR Site
Sheet No
4 Lake Norman/ Reed Creek
4
5 Lake Norman/ Mountain Creek
6
Pond Size
32,475**
Permanent
Fill
0.93
1.61
2.15
1.34
6.03
es in acres
Preliminary Impact Description
Current causeways will need to be widened to accommodate a wider roadway.
Total Pond
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 7 of 12
Table 4-1: R-2307 B Riparian Buffer Impacts (values in sauare f
Zone 1
4.288
Total Buffer
dge/Allowable
Zone 2 Total
3,494 7,782
Minus Wetlands in Buffer:
Mitigation repuested from DMS:
Zone 1
20.406
2
none
Road Crossing�
Zone 2
14,922
for this project
14,922
Total
34.563
Table 4-2: Buffer Cross-Walk (Buffer Sites to Corres ondin Jurisdictional Im act Site)
Buffer Site Number Jurisdictional Resources Site Number
1 no corresponding JD site/ no impacts to Lake Norman
2 no corres ondin JD site/ no im acts to Lake Norman
3 1
4 2
5 3
6 4
7 5
8 no corres ondin JD site/ no im acts to Lake Norman
9 6
10 no corres ondin JD site/ no im acts to Lake Norman
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 8 of 12
Table 5: R-2307 Cumulative Im acts
Impact Type R-2307 B R-2307 A R-2307 Total
Fill 0.05 0.73 0.78
� Excavation -- -- zero
�
� � Mechanized Clearin <0.01 -- <0.01
�� Total Mitigable 0.06 0.73 0.79
Tem ora -- -- --
Hand Clearin -- -- --
Permanent Loss of Water Intermittent 117 470 587
Permanent Loss of Water Perennial 330 657 987
�
Total Miti able 447 1,127 1,574
� � Bank Stabilization Intermittent -- -- --
� � Bank Stabilization Perennial -- -- --
v� �,� Total Permanent Impact 447 1,127 447
Tem orar Intermittent -- -- --
Tem orar Perennial 76 -- 76
Total Tem orar Im act 76 -- 1,574
� ; Permanent (acres) 7.05 6.03 13.08
a�
� 3 Temporary (acres) 0.1 -- 0.1
Allowable Zone 1 4,288 �vot pYo�e�ted 4,288
Miti able Zone 1 20,406 �vot pYo�e�ted 20,406
�, Minus Zone 1 Wetlands -- �vot pYo�e�ted --
�� Total Miti atable Zone 1 20,406 Notprojecte�t 20,406
�� Allowable Zone 2 3 494 �vot pro�e�ted 3 494
Gq s > >
� Miti able Zone 2 14,922 �vot projected 14,922
Minus Zone 2 Wetlands -- �vot proje�ted --
Total Miti atable Zone 2 14,922 �vot projected 14,922
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 9 of 12
FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under
provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. The USFWS
lists the following federally protected species for Iredell and Catawba Counties.
Table 6: Federally protected species listed for Catawba and Iredell Counties as of June 27, 2018
County Common Name Scientific Nome Federal Habitat Biological Last
Status Present Conclusion Surve
Catawba Dwarf-flowered Hexastylis Threatened Yes No Effect 2/23/2013
& Iredell heartleaf nani ora
Catawba Northern long- Myotis Threatened No Compliant
& Iredell eared bat se tentrionalis with 4(d)
Catawba Schweinitz's Helianthus Endangered Yes No Effect 9/27/2013
sunflower schweinitzii
Clemmys Threatened
Iredell Bog turtle muhlenbergii due to similarity No Not Required --
of a earance
Bald Eagle and Golden Eagle Protection Act
The lakeshore of Lake Norman does support bald eagle habitat. A review of the NCNHP Natural Heritage
Element Occurrences (NHEO) (July 2014 dataset) indicates one known occurrence, within 1.0 mile of the
study area. No nests and no known occurrences were detected within the corridor during field studies
conducted between May 2014 and June 2014.
A desktop GIS analysis of the project study area, as well as a 1.13-mile radius (1.0 mile plus 660 feet) of
the project limits, was performed in May 2013, using 2012 color aerials. Lake Norman is large enough and
sufficiently open to be considered a potential feeding source for the bald eagle.
A survey of the projeci study area was conducted in May 2013 and no nests were found. Additionally, a
review ofNCNHP Natural Heritage Element Occurrences (NHEO) (July 2014 dataset) revealed one known
occurrence of this species, within 2.0 miles of the project study area. That occurrence is known as the
"Catawba #2 Duke Energy Marshall Steam Station" site and had an active nest in 2011. The active nest site
is approximately 0.4 miles northwest from the intersection of NC 150 and SR 1902 (Harvel Road). Due to
the distance from the study area, (>660 feet), it has been determined that this project will not affect this
species.
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 10 of 12
AVOIDANCE, MINIMIZATION AND MITIGATION
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, at all stages of a project, and to provide full compensatory mitigation of
all remaining, unavoidable jurisdictional impacts.
Overall avoidance and minimization measures include:
Grass swales were added/created anywhere there was room to allow for stormwater treatment and
velocity reduction.
Hazardous spill basins were designed under transmission lines; however, Duke Energy would not permit
these stormwater devices under transmission lines.
Specific avoidance and minimization measures include:
Roadwav Plansheet 5(No 404 Site Number, Site 1 and 3 on Buffer Drawin�s): Avoidance
Roadway slopes were reduced to avoid 404 impacts. (However, Catawba Buffer impacts remain).
Sites 3 and 4: Minimization
The multi-use path on the bridge will be used to collect stormwater so it will not directly discharge into
Lake Norman. Stormwater will be collected into hazardous spill basins on either side of the bridge.
Site 5: Avoidance and Minimization
Fill slopes and drainage related impacts were shifted to avoid impacts to the wetland.
Sheet 9(No 404 Site Number, Site 8 on Buffer Drawin�sl: Avoidance
Fill slopes and drainage related impacts were shifted to avoid impacts to Lake Norman. (However, Catawba
Buffer Impacts to remain.
Site 7: Minimization
There will be no roadway drainage directly to this stream. All roadway water is being carried for treatment
in a basin.
Sheets 16, 17, 18, 19, 20, 21, 22 (No Jurisdictional Impacts) Minimization
All stormwater on these pages are routed to a basin for treatment and velocity reduction.
Mitigation:
NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent practicable as
described above. The remaining unavoidable impacts for R-2307 B, noted below, will be mitigated for by
the NC Division of Mitigation Services as noted in the attached acceptance letter.
0.06 acre of riparian wetland,
4471inear feet of streams,
20,406 square feet of Zone 1, and 14,992 square feet of Zone 2 of Catawba Buffer,
The mitigation for the R-2307 A impacts have not been requested, as the projected construction start date
for the A section is greater than 5 years.
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 11 of 12
REGULATORY APPROVALS
Section 404: Application is hereby made for a modification to the USACE Individua1404 Permit as required
for the above-described activities.
Section 401 and Catawba River Riparian Buffer Authorization: We are hereby requesting a modification to
the 401 Water Quality Certification from the N. C. Division of Water Resources. In compliance with
Section 143 215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section
401 permit application previously noted in this application (see Subject line).
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Michael Turchy at maturchy@ncdot.gov or (919) 707-6157. A copy of this application and
distribution list will also be posted on the NCDOT website at:
http://connect.ncdot. gov/resources/Environmental/Pages.
Sincerely,
I ,
� ����
Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
cc: NCDOT Permit Application Standard Distribution List
R-2307 Individual Permit & Buffer Certification Application � December 2018 � Page 12 of 12
U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
EXPIRES: 28 FEBRUARY 2013
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE F/LLED BYAPPL/CANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Philip Middle - S Last - Harris First - Middle - Last -
Company - NCDOT-Environmenal Assessment Unit Company -
E-mail Address -maturchy@ncdot.gov E-mail Address -
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 1548 Mail Service Center Address-
City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
919-707-6100
STATEMENT OF AUTHORIZATION
11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
R-2307 B Widening of NC 150 from NC 16 to US 21, including the interchange with I-77.
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Multiple water-bodies, see attached permit drawings Address
15. LOCATION OF PROJECT
Latitude: �N 35.604806 Longitude: �W -80.943649 City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3
7. DIRECTIONS TO THE SITE
'Vestern terminus: NC 16 in Catawba County, US 21 in Iredell County. Includes exit 36 on I-77 in Iredell County.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to improve the NC 150 corridor for a length of approximately 15
miles from the NC 16 Bypass in Catawba County to just west of the US 21/NC 150 Interchange in Iredell County, North Carolina
(NCDOT STIP Project No. R-2307). The proposed project also includes improvements to the I-77/NC 150 interchange in Mooresville
(NCDOT STIP Project No. I-5717).
This is a Phased Individual Permit application. The project is divided into an A and B section.
Section A(R-2307 A) extends from NC 16 Bypass to SR 1902 (Harvel Road) and
Section B(R-2307 B) extends from Harvel Road to the US 21/NC 150 interchange & includes the I-5717 component, the I-77 interchange.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose and need for these projects are to improve capacity and reduce congestion along NC 150 from the NC 16 Bypass to just west
of the US 21 Interchange.
NC 150 serves traffic demands and travel patterns for commuters and other travelers within and outside of the project study area and is a
major east-west route between Shelby, Lincolnton, and Mooresville. Currently, heavy traffic occurs during peak periods within the project
limits, resulting in frequent congestion and delays. Existing traffic congestion within the NC 150 corridor results in excessive travel times
for commuters and travelers. Projected growth in the corridor, particularly around the I-77 interchange, will continue to increase these
delays and travel times.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from the widening the roadway and shoulders, lengthening and/or replacing hydraulic structures, as well as bridge
construction.
I21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type
Amount in Cubic Yards
Type
Amount in Cubic Yards
See attached cover letter
See attached cover letter
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter
or
I Linear Feet See attached cover letter
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter
Type
Amount in Cubic Yards
See attached cover letter
ENG FORM 4345, OCT 2012 Page 2 of 3
24. Is Any Portion of the Work Already Complete? Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, EtC., WhOS@ PfOp@f[Y AdJ0111S th2 W8t@fbOdY (if more than can 6e entered here, please attach a supplemental list).
a. Address-
City -
b. Address-
City -
c. Address-
City -
d. Address-
City -
e. Address-
State -
State -
State -
State -
State -
Zip -
Zip -
Zip -
Zip -
Zip -
l26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION
NUMBER
* Would include but is not restricted to zoning, building, and flood plain permits
DATE APPLIED DATE APPROVED DATE DENIED
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applica . ^
�a a � i�
IGNATURE LIC DAT SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2072 Page 3 of 3
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
TIM BAUMGARTNER
Dlrector
Mr. Philip S. Harris, P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Eco-
Region
Subject: DMS Mitigation Acceptance Letter:
R-2307B, NC 150 Widening from Harvel Road to US 21 (Includes Interchange with I-77),
Iredell and Catawba Counties
The purpose of this letter is to notify you that the Division of Mitigation Services {DMS) will provide the
stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on
December 19, 2018, the impacts are located in CU 03050101 of the Catawba River basin in the Central Piedmont
(CP) Eco-Region, and are as follows:
Stream and River CU
Wetlands Basin Location
Impacts Catawba 03050101
NORTH CAROLINA
Envfronmenta! Quality
December 19, 2018
Stream
Cold I Cool I Warm
Wetlands
Riparian Non,
n.�......._
Coastal
Marsh
0
� 10 10 " 1 1 1. �1
of the impacts may be praposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization
Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment, NCDOT will ha�e completed its riparian buffer mitigation responsibility for
TIP Number R-2307B. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation
projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation
credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from NCDOT ILF Program.
DEQ��
��
North Carolina Department of Environmental Quality I Division of Mitigarion Services
217 W. Jones Street j 1652 Mail Service Center I Raleigh, Narth Carolina 27699-1652
_ 919.707.8976
Mr. Harris
December 19, 2018
Page Two
NCDOT TIP R-2307B
Eco- Buffer Impacts
Buffer River Basin CU Re ion
g Zone 1 Zone 2 TOTAL
Impacts Catawba 03050101 CP 20,4Q6:0 14,922.0 35,328.Q
The impacts and associated mitigation needs were under projected by the NCDOT in the 2018 impact data.
DMS will commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section
F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts increase, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
DMS.
: ' �1�
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-7Q7-
Sincerely,
Jam . Staniill
DMS Asset Management Supervisor
Cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NC Division of Water Resources
File: R-2307B
� DEQ��
_ ����v�
North Carolina Depa�tment of Environmental Qualitq I Division of Mhigation Services
217 W. Jones Street.. J.1652 Mail Service Cenier I Ra�eigh, North Carolina 27699-i652
. 919J07.8976
Subject: Minutes from Merger CP 4B Hydraulic Design Review Meeting held on
April 12, 2017 for R-2307B in Iredell and Catawba Counties.
Team Members:
Clarence Coleman - FHWA (absent)
Felix Davila — FHWA (present)
Steven Kichefski — USACE (phone)
Marella Buncick — USFWS (phone)
Marla Chambers — NCWRC (present)
Dr. Cynthia Van Der Wiele — USEPA (absent)
Donna Hood - DWR (phone)
Date of Minutes: May 16, 2017
Additional Participants:
Bryan Key, NCDOT Roadway
Design
Paul Atkinson, NCDOT Hydraulics
Craig Freeman, NCDOT Hydraulics
Colin Mellor, NCDOT NES
Carla Dagnino, NCDOT NES
Michael Turchy, NCDOT NES
Karen Reynolds, NCDOT PDEA
Mark Staley, NCDOT REU
Randy Henegar, TGS Engineers
David Petty, TGS Engineers
Zack Richard, TGS (Minutes)
The project involves improvements to NC 150 from SR 1840 (Greenwood Rd) in Catawba
County to US 21 in Iredell County.
The meeting began at 10:30 am.
General Notes / Comments
• TGS Engineers noted design has progressed past conceptual through sheet 23, beyond
sheet 24 is purely conceptual.
• DWR requested that all outlet pipes into Hazardous Spill Basins (HSB) be as far away
as possible from the HSB outlet structure so that a spill would travel along the full length
of the HSB and function as intended.
• DWR requested that riprap at outlets entering Lake Norman and JS streams be larger
than Class B. TGS to evaluate enlarging to Class I where appropriate.
• TGS noted where practical proposed ditches are shown to end just outside Lake
Norman Full Pond elevation 760' per correspondence with Duke Energy rep regarding
anticipated shoreline permit (an exception would be Sheet 6 Str#0608).
• Per DWR inquiry, TGS indicated proposed HSB outlet structures to date are shown as
concrete headwalls with sluice gates. DWR advised against sandbags acting as HSB
outlet structures.
Sheet 4
• DWR had concerns about the site built on coal ash fill (432+00 to 435+00 LT) and
stated there should be no live ditch flow through exposed coal ash. Indicated limits
should be determined. TGS recommended borings be taken along/within proposed
ROW around coal ash site and precede from there.
Page 1 of 5
Sheet 5
• DWR advised to keep pipe outlets at non-erosive velocities.
• NCWRC expressed concerns about fill in Lake Norman at DRW7. Asked if it was
prudent to avoid impacts here by steeping up fill slopes or moving drive. Subsequent
comment from NES indicated there will be no JS line at this location as the jurisdiction
of Lake Norman is at elevation 760'. NES further advised to steepen slopes to avoid
404, 401, buffer and FERC impacts.
o Initial evaluation indicates 404, 401 and FERC impacts could be avoided by
steepening slopes but not buffer impacts. Therefore, TGS will evaluate options
for relocating drive and obtaining additional survey to avoid buffer impacts.
Sheet 6
• TGS noted isolated depression at 452+00 LT shown to be drained with 18" pipe (Str#
0608). Per NCWRC request, TGS to evaluate ditching rather than piping within BZ1.
• Sheet 6-8, -L- Sta. 458+00 to 466+00 LT & 478+00 to 487+00 LT: TGS noted a
proposed multi use path (10' paved,3' grassed shoulder) with runoff to sheet flow across
grassed shoulder and down fill slope into Lake Norman (i.e. Treatment of this water
limited to 3' grassed shoulder). Anticipate grassed say 2:1 fill slope down then rock fill
at 2' above full pool to bottom of lake. Dirty water from roadway to be picked up and
taken to HSBs.
Sheet 7
• TGS noted the median ditches meet swale criteria and generally, that swales have been
proposed wherever practical.
Sheet 8
• TGS noted there are no anticipated impacts to wetland WM at 486+00 LT however are
proposing discharge from HSB to dissipate on riprap pad then drain thru the wetland.
Sheet 9
• TGS noted L line runoff here and throughout routed to HSB wherever practical. Also
noted proposed runoff from Y lines here and in similar locations is matching existing
drainage conditions to the extent practical.
Sheet 11
• TGS noted previously proposed HSB at 520+00 LT was deleted per subsequent Duke
Energy correspondence regarding FERC permit/recreation area.
• TGS noted proposed drainage on sheets 10-12 may be re-evaluated to better match
existing drainage patterns once Duke Energy transmission issue is resolved.
o While understanding the FERC permit precludes a HSB here, for the official
record, DWR stated they would like to see a HSB in this area for protection of the
resources.
Page 2 of 5
Sheet 13
• Per DWR inquiry re outlet into the wetlands 555+00 LT, TGS noted the discharge is
offsite drainage and that str# 1318 is a drop box with a pipe out at minimum slope to
minimize velocity. Per DWR, TGS to enlarge outlet riprap to Class I.
Sheet 15
• TGS noted proposed str#1523 at 576+00 LT shown to tie to existing 36" pipe and
discharge to an existing pond due to evaluation yielding no practical location for a HSB.
• DWR expressed concerns about existing pipes and stormwater retention pond/basin
being able to handle proposed flows and noted in its experience many existing pipes
are under sized. TGS indicated recommendations to NCDOT will be made for any
under sized pipes and applicable pre/post calculations will be performed as part of
design process.
Sheet 16/17
• TGS noted stormwater for sheets 16 & 17 is being taken to a HSB on sheet 17.
• TGS stated an additional HSB may be added in the vicinity of 608+00 LT.
Sheet 18/19
• TGS noted stormwater for sheets 18 & 19 is being taken to a HSB on sheet 19.
Sheet 20
• TGS noted stormwater for sheets 20 & 21 is being taken to a HSB on sheet 20.
• DWR okay with outlet location into HSB (i.e. already satisfies second bullet under
General comments).
• Agencies questioned the blue line on plans that looks like a stream.
o TGS noted this blue line is shown in the FS and presumably is a ditch flow line,
not a JS stream.
o USACE confirmed nothing on JDM in this area.
Sheet 22
• TGS noted stormwater for sheets 22 & 23 is being taken to a HSB on sheet 22.
Sheet 23
• TGS noted that there are two system on this sheet tying into existing systems and that
from this sheet thru sheet 30 the property along NC 150 is very built out. TGS indicated
effort will be made to propose swales and/or HSBs (the Critical Area extends to sheet
26) in this remaining area, however additional locations may not be practical.
Sheet 24
• TGS indicated no practical places for HSBs and will try to maintain existing drainage
patterns.
Page 3 of 5
Sheet 26
• TGS noted existing 60" RCP is to be retained and extended upstream and downstream.
Riprap shown in the stream as a precaution in case our calculations show it is needed,
but will avoid if possible.
• DWR questioned if the upstream area of the 60" RCP cross pipe was a previous
stormwater basin. TGS indicated it is on private property and is uncertain. TGS
confirmed the riser structure was in ruins as noted in the FS.
Sheet 29
• TGS noted existing 5'x6' RCBC is to be retained pending Division inspection and
extended downstream. Portion of outlet channel to be realigned and lined with riprap.
o Per USACE inquiry, riprap will be keyed in such that finished grade of rip rap
would match existing/proposed finished grade of stream.
o Per DWR inquiry, TGS clarified the "stream plug" label corresponds to the
existing stream to be filled in and is unrelated to the storm drainage system outlet
pipe shown. Pipe anticipated to outlet on riprap beside culvert wing.
• NCWRC asked if u-turn bulb could be shifted some to avoid JS feature.
o TGS to investigate. �Subsequently discussed with Roadway Engineer who
indicated u-turn bulb could possibly shift as much as 40' upstation or 60'
downstation (these are maximum shifts based on initial assumptions and may not
be able to shift that far but would require more detailed analysis to confirm).
Analysis indicated a 40' shift upstation would have no impact on culvert length
and a 60' shift downstation would allow for shortening the culvert extension up to
12 ; but given the meander of the stream, 1 would recommend tying realigned
channel to existing stream at same location to best match flow direction. Given
this, either alternative would offer no reduction in permanent impact due to fill,
therefore 1 recommended Roadway Engineer not consider further unless we hear
otherwise.]
• USACE expressed concerns with outlet velocities into JS streams.
o TGS to minimize outlet velocities and to provide stable dissipation.
Sheet 30
• TGS noted existing 4'x5' RCBC is to be retained pending Division inspection and
extended up and downstream with 60" RCP.
o Per DWR inquiry, TGS confirmed proposed drainage system is to cross well
above 60" RCP.
o Per DWR, TGS to minimize drainage system pipe outlet (on sheet 29) slope to
practical extent.
• Per DWR inquiry regarding existing pipes noted as rusty, TGS indicated majority of
existing pipes are to be filled and/or removed.
Page 4 of 5
Sheets 34, 35, 36
• TGS noted these sheets are going to curb and gutter sections and that existing
drainage patterns will be maintained as practical.
The meeting adjourned at 11:50 am.
Page 5 of 5
Subject: Minutes from Merger CP 4C Permit Drawings Review Meeting held on
February 7, 2018 for R-2307B in Iredell and Catawba Counties.
Team Members:
Clarence Coleman - FHWA (absent)
Felix Davila — FHWA (absent)
Steve Kichefski — USACE (present)
Bryan Roden-Reynolds — USACE (present)
Marella Buncick — USFWS (present)
Marla Chambers — NCWRC (absent)
Dr. Cynthia Van Der Wiele — USEPA (absent)
Donna Hood - NCDEQ (present)
Date of Minutes: March 5, 2018
Additional Participants:
Bryan Key, NCDOT Roadway Design
Paul Atkinson, NCDOT Hydraulics
Craig Freeman, NCDOT Hydraulics
Bill Zerman, NCDOT Hydraulics
Michael Turchy, NCDOT NES
Mark Staley, NCDOT REU (absent
but please keep on distribution list)
Allen Raynor, TGS Engineers
Burke Evans, TGS Engineers (phone)
Randy Henegar, TGS Engineers
David Petty, TGS Engineers (Minutes)
The project involves improvements to NC 150 from SR 1840 (Greenwood Rd) in Catawba
County to US 21 in Iredell County.
The meeting began at 3:30 pm.
General Notes / Comments
• TGS noted per agency request at 4B, riprap at outlets entering Lake Norman and JS
streams enlarged from Class B to Class I throughout project.
• TGS noted the SMP (attached to front of the Wetland & Stream Impact Permit
Drawings) lists all proposed swales, hazardous spill basins, filtration basins and dry
detention basins.
Wetland & Stream Impact Permit Drawinqs
Sheet 6
• Site 1: Per DEQ request and no objection from others, the proposed geotextile shown
under riprap (Detail 6B) in all jurisdictional areas will be deleted. Similar for Sites 1, 2,
5, 6, 7, 8, 9, 10, 11 & 12.
• Site 2: An inquiry was made as to why the outfall was shown in TDE rather than PDE. It
was noted the NCDOT cannot obtain PDE from Duke Energy in this and similar
locations.
Sheet 8
• Site 5: It was noted that impacts to wetland WM have been avoided.
Page 1 of 3
Sheet 13
• Site 7:
o Per DEQ inquiry, TGS noted 24" outlet pipe is proposed at 0.5% slope.
o It was noted that NCDOT is confirming whether a JS should be shown on the
upstream side of the wetland as shown in the EA (stream SK). Following 4C
meeting, EAU confirmed stream SK should be shown upstream of wetland WA
and sent a request to Location & Surveys on 2/13/2018 for the Final Survey to be
updated accordingly.
o It was discussed that wetland WA is likely a total take based on impacts shown
on 4C planset. Wetland WA will be accounted for as a total take on the wetland
impact summary sheet.
Sheet 26
• Site 8: TGS noted riprap was proposed in base of channel to provide a stable transition
from existing 66" CMP to proposed 60" RCP.
• Site 9: TGS noted riprap is proposed in base of channel at outfall to diffuse flow and
provide a stable transition to existing channel (similar for sites 10 & 11). Per USACE
inquiry, riprap will be keyed in such that finished grade of rip rap would match
existing/proposed finished grade of stream (similar for sites 10 & 11).
Sheet 29
• Site 10: Following up on 4B inquiry as to whether u-turn bulb could be shifted some to
avoid JS feature, TGS relayed the following from 4B minutes: �Subsequently discussed
with Roadway Engineer who indicated u-turn bulb could possibly shift as much as 40'
upstation or 60' downstation (these are maximum shifts based on initial assumptions
and may not be able to shift that far but would require more detailed analysis to
confirm). Analysis indicated a 40' shift upstation would have no impact on culvert length
and a 60' shift downstation would allow for shortening the culvert extension up to 12 ;
but given the meander of the stream, it would be recommended to tie realigned channel
to existing stream at same location to best match flow direction. Given this, either
alternative would offer no reduction in permanent impact due to fill, therefore it was
recommended that Roadway Engineer not consider further.]
• Per USACE inquiry following 4C meeting, TGS confirmed there are no proposed drops
that could possibly break aquatic life passage for the stream between sites 11 & 12
along the existing box culvert to be retained (survey still incorrectly shows as 60" CMP)
and proposed 60" dia. pipes. Same applies to the main lines at sites 8,9 & 10.
Page 2 of 3
Buffer Impact Permit Drawinqs
Sheet 5
• Site 1: Per TGS inquiry, DEQ stated to leave BZ2 impacts for skimmer basin as
Mitigable rather than changing to Exempt.
• Site 2: TGS noted per agency request at 4B, proposed drive has been shifted to avoid
404, 401 and FERC impacts while leaving some BZ2 impact for construction of slope.
No related objection noted.
Sheet 6
• Site 3: TGS noted, per agency request at 4B, downstream end of pipe has been
shortened such that ditching now shown within BZ1.
• Site 4(& Sheet 8 Site 7): TGS confirmed all roadway runoff on the bridge and
causeways flow to one of the two hazardous spill basins on Sheets 6& 8 and, per
inquiry, routing this runoff to the basins precludes basin outfalls from outletting farther
outside lake.
• Site 5: Per TGS inquiry, DEQ indicated impacts should be kept as Mitigable as shown to
be safe.
Sheet 11
• Site 10: Per Sheet 5 Site 1 discussion above, Site 10 impacts for skimmer basin to be
changed from Exempt to Mitigable.
The meeting adjourned at 4:15 pm.
Page 3 of 3
. ��.-, ��
� li�l lk^a'�l�' North Carolina Department of Transportation �'�
�I Cll'i1��Vi3�'"�'
� , ... Highway Stormwater Program � ° �
STORMWATER MANAGEMENT PLAN ��A�^r'�`�
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 37944.1.FR5/50134. TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 1 of 6
General Project Information
WBS Element: 37944.1.FR5/50134.1.FS1 TIP Number: R-2307B/I-5717 Project Type: Roadway Relocation Date: 12/22/2017
NCDOT Contact: Craig A. Freeman, PE Contractor / Designer: TGS Engineers (David B. Petty, PE)
Address: 1590 Mail Service Center Address: 706 Hillsborough Street
Raleigh, NC 27699-1590 Suite 200
Raleigh NC, 27603
Phone: 919-707-6721 Phone: 919-773-8887 ext. 104
Email: cafreeman2(a�ncdot.gov Email: dpett�tgsenqineers.com
City/Town: Mooresville, NC County(ies): Catawba Iredell
River Basin(s): Catawba CAMA County? No No
Wetlands within Project Limits? Yes
Project Description
Project Length (lin. miles or feet): 6.94 miles Surrounding Land Use: Commercial, Medium Density Residential
Proposed Project Existing Site
Project Built-Upon Area (ac.) 121.0 ac. 69.0 ac.
Typical Cross Section Description: four lane shoulder section with 23'+ grassed median and four to six lane curb and gutter two lane undivided shoulder section and four lane undivided curb and gutter section -
section with 0' to 23' raised grassed median - all 12' lanes all 12' lanes
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 58860 Year: 2039 Existing: 47900 Year: 2019
General Project Narrative: The proposed project involves widening NC 150, an existing two & four-lane undivided arterial, to a four & six-lane median divided superstreet to improve vehicular mobility and
(Description of Minimization of Water safety from Greenwood Rd (SR 1840) in Catawba County to US 21 in Iredell County. The existing 10-span, approximately 1170-ft long by 34-ft wide bridge over Lake Norman
Quality Impacts) will remain in place and transition from one lane in each direction to two eastbound lanes. A proposed 9-span, approx. 1210-ft by 52-ft wide bridge will carry two westbound
lanes and a 10-ft multiuse path just upstream of the existing bridge. Bridge to be constructed from anchored barges. Existing causeways will be widened on the upstream side
using rock fill up to 2 ft above Duke Energy Full Pond elevation and then grassed sideslopes from there up. There are five proposed culvert extensions over UT's toward end of
project — riprap is proposed in base of channels to reduce discharge velocities.
Roadway runoff in the vicinity of the Lake Norman crossing is routed to two hazardous spill basins. Dry detention/filtration basins are proposed on sheets 14, 17(dry detention
only) 19, 20 & 22 for both peak attenuation and treatment. Otherwise, stormwater diversion has been minimized. Grassed swales are used for treatment throughout the project,
where practical. Outlet pipe slopes are minimized. All BMP's have been incorporated throughout the project to the maximum extent practicable.
Waterbody Information
Surface Water Body (1): Catawba River (Lake Norman below elevation 760) NCDWR Stream Index No.: 11-(75)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Critical Area (CA
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? Yes Comments: per EA: no effect on Dwarf-flowered heartleaf&Schweinitz's sunflower; unresolved on Northern long-eared bat
NRTR Stream ID: Buffer Rules in Effect: Catawba
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
����t��_,�F�� North Carolina Department of Transportation ��{ z�a`�
� t 4)�117i.V ��f'#` ' y��
. _ . ... Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ��':��
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 37944.1.FR5/50134. TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 2 of 6
Additional Waterbody Information
Surface Water Body (2): McCrary Creek NCDWR Stream Index No.: 11-91
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Critical Area (CA)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? Yes Comments: per EA: no effect on Dwarf-flowered heartleaf&Schweinitz's sunflower; unresolved on Northern long-eared bat
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
s North Carolina De artment of Trans ortation �� �;
1 ilf.,lii3'il�' P P
�LUii3iL�'ii�1'. � .�
, . . Highway Stormwater Program �.�`
STORMWATER MANAGEMENT PLAN �� '"�
., ,.
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 37944.1.FR5 TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 3 of 6
Swales
Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Water Body ft (H:1) H:1 (ac) ft ft %) (cfs fps cfs (fps Used Buffer Rules?
4 -Y- 10+50 RT (1)Catawba 0.0 3.0 3.0 0.3 33 50 2.30% 0.6 1.4 0.7 1.5 No Yes
-Y- 11+00 RT River (Lake
4 -L- 433+00 LT (1)Catawba 0.0 6.0 6.0 1.0 100 100 2.40% 3.0 1.9 3.9 2.0 No Yes
-L- 434+00 LT River (Lake
5 -L- 436+50 RT (1)Catawba Q 0 6.0 4.0 1.0 103 350 2.60% 2.6 1.9 3.3 2.0 No Yes
-L- 440+00 RT River (Lake
5 -L- 443+20 RT (1)Catawba 0.0 6.0 4.0 0.5 50 245 2.60% 1.3 1.6 1.7 1.7 No Yes
-L- 445+65 RT River (Lake
5 -L- 440+20 LT (1)Catawba 0.0 6.0 4.0 0.7 72 230 2.60% 2.1 1.8 2.7 1.9 No Yes
-L- 442+50 LT River (Lake
5 -L- 442+50 LT (1)Catawba 0.0 6.0 4.0 0.9 85 300 2.60% 2.3 1.9 3.0 2.3 No Yes
-L- 445+50 LT River (Lake
5/6 -L- 445+50 LT (1)Catawba 0.0 6.0 4.0 1.0 97 450 0.3 to 2.2% 2.6 1.9 3.4 2.0 No Yes
-L- 450+00 LT River (Lake
6 -L- 449+00 MED (1)Catawba 0.0 3.0 4.0 0.4 41 50 1.0 to 0.7% 1.2 1.2 1.5 1.3 No Yes
-L- 453+50 MED River (Lake
6 -L- 453+50 MED (1)Catawba 0.0 3.0 4.0 0.7 72 400 0.50% 1.9 1.2 2.5 1.3 No Yes
-L- 457+50 MED River (Lake
6 -L- 457+50 MED (1)Catawba 0.0 4.0 4.6 0.3 31 150 0.50% 0.8 0.8 1.0 0.9 No Yes
-L- 459+00 MED River (Lake
6�� -L- 459+00 MED (1)Catawba Q 0 4.0 4.6 1.1 114 650 0.30% 2.9 1.1 3.8 1.2 No Yes
-L- 465+50 MED River (Lake
$ -L- 478+00 MED (1)Catawba 0.0 5.0 4.0 0.3 26 125 0.40%
-L- 479+25 MED River (Lake 0.6 0.7 0.8 0.7 No Yes
$ -L- 479+25 MED (1)Catawba 0.0 5.0 4.0 0.6 63 225 0.40% 1.5 1.0 1.9 1.1 No Yes
-L- 481+50 MED River (Lake
$ -L- 481+50 MED (1)Catawba 0.0 4.4 4.0 0.7 71 350 0.30% 1.9 1.0 2.5 1.0 No Yes
-L- 485+00 MED River (Lake
$ -L- 485+00 MED (1)Catawba 0.0 4.4 4.0 0.6 60 350 0.30% 1.7 1.0 2.3 1.0 No Yes
-L- 488+50 MED River (Lake
9 -L- 497+50 RT (1)Catawba 0.0 6.0 4.0 0.4 42 200 3.00% 1.1 1.7 1.5 1.8 No Yes
-L- 499+50 RT River (Lake
9 -L- 501+00 RT (1)Catawba 0.0 3.0 3.0 1.9 193 500 0.40% 5.3 1.6 6.9 1.8 No Yes
-L- 506+00 RT River (Lake
9 -L- 503+50 LT (1)Catawba 0.0 4.0 6.0 0.4 44 150 0.60% 0.8 0.8 1.0 0.9 No Yes
-L- 505+00 LT River (Lake
9, -Y2- 13+00 LT (1)Catawba 2 0 4.0 4.0 1.5 152 95 1.90%
-Y2- 14+40 LT River (Lake 3.5 1.9 4.5 2.0 No Yes
Additional Comments
Swales have been added to attenuate runoff and promote sedimentation and infiltration before discharging through the riparian buffer.
Where slope (and drainage area/discharge) vary, max. applicable velocity is entered.
'200+ ft of existing swale upstream of Sheet 9-Y2- swale.
�= ° ' `��.
1 ilf;l i�3'tl1' North Carolina Department of Transportation �
�iU3'i33Llr'c1�1'. Highway Stormwater Program �*��
STORMWATER MANAGEMENT PLAN ��=��
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 37944.1.FR5 TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 4 of 6
Swales
Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
9 -Y2- 13+70 RT (1)Catawba 0.0 4.0 4.0 0.4 44 70 1.30% 1.2 1.6 1.6 1.7 No Yes
-Y2- 14+40 RT River (Lake
10 -L- 505+50 LT (1)Catawba 0.0 6.0 4.0 1.1 110 300 0.3 to 2.0% 2.4 2.0 3.1 2.2 No Yes
-L- 508+50 LT River (Lake
10 -L- 516+00 RT (1)Catawba 6.0 3.0 3.0 1.7 170 150 2.00% 5.4 2.0 7.0 2.2 No Yes
-L- 517+50 RT River (Lake
11 -L- 523+50 RT (1)Catawba 0.0 6.0 4.0 0.5 46 225 3.10% 1.3 1.8 1.7 1.9 No Yes
-L- 525+75 RT River (Lake
11 -L- 526+50 RT (1)Catawba 0.0 6.0 4.0 0.8 82 300 2.4 to 0.8% 2.4 1.9 3.1 2.4 No Yes
-L- 529+50 RT River (Lake
11 -L- 527+50 LT (1)Catawba 0.0 6.0 4.0 0.5 46 200 2.30% 1.3 1.8 1.7 2.0 No Yes
-L- 529+50 LT River (Lake
12' -L- 532+50 RT (1)Catawba Z 0 4.0 4.0 2.7 273 150 0.80% 6.4 1.9 8.3 2.0 No Yes
-L- 534+00 RT River (Lake
� Z, -L- 539+50 RT (1)Catawba Z 0 3.0 3.0 1.7 167 150 1.40% 4.7 1.8 6.1 2.3 No Yes
-L- 541+00 RT River (Lake
� Z, -L- 546+00 RT (1)Catawba 0.0 6.0 4.0 0.3 34 150 2.90% 1.0 1.9 1.3 2.0 No Yes
-L- 547+50 RT River (Lake
25 -Y31-29+g5LT (1)Catawba 0.0 6.0 4.0 1.1 110 165 1.70% 1.9 1.5 2.5 1.9 No Yes
-Y31- 31+50 LT River (Lake
25 -Y31- 34+60 LT (1)Catawba 0.0 6.0 6.0 0.4 40 90 1.50% 0.9 1.2 1.2 1.2 No Yes
-Y31- 35+50 LT River (Lake
25 -Y31- 29+63 RT (1)Catawba 0.0 6.0 4.0 0.7 70 187 1.00% 1.2 1.1 1.5 1.2 No Yes
-Y31-31+50 RT River(Lake
25 -Y31- 34+10 RT (1)Catawba 0.0 6.0 4.0 1.6 160 260 1.80% 3.6 1.8 4.7 1.9 No Yes
-Y31-36+70 RT River(Lake
33 -Y17- 27+00 RT (1)Catawba 0.0 4.0 4.0 1.1 112 750 1.9 to 0.3% 1.8 to 3.1 1.9 2.4 to 4.0 2.1 No Yes
-Y17-34+50 RT River(Lake
35�" -Y26A- 19+20 RT (2)McCrary 4.0 3.0 3.0 2.6 260 65 0.30%
-Y26A- 20+15 RT Creek 92 1.5 11.9 1.6 No Yes
36"" -Y39- 13+50 RT (1)Catawba 6.0 4.0 3.0 2.3 230 75 2.10% 5.9 2.0 7.7 2.2 No Yes
-Y39- 14+25 RT River (Lake
6 -L- 455+50 LT (1)Catawba Q 0 3.0 4.0 0.2 21 200 0.40%
-L- 457+50 LT River (Lake 0.4 0.7 0.6 0.7 No Yes
Additional Comments
Swales have been added to attenuate runoff and promote sedimentation and infiltration before discharging through the riparian buffer.
Where slope (and drainage area/discharge) vary, max. applicable velocity is entered.
"Sheet 12 has three separate swales inline for total DA of 2.73 ac (recommend treatment=273 ft) with 450 ft provided.
"*Sheet 35 swale ties into an existing 115 ft swale.
"�" 400+ ft of existing swale upstream of Sheet 36 swale.
North Carolina De artment of Trans ortation ���-n �''`•
P,•�
�-�L�;�1�•Ycl p p i, }
�. .-- �-- ,��� Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ��=:-.A�
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 37944.1.FR5/50134.1. TIP No.: R-23076/I-5717 County(ies): Catawba Iredell Page 5 of 6
Level Spreaders, Hazardous Spill Basins, and Forebays
Level Spreader, Drainage New Built-
Station 8� Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated
Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules?
6 -L- 457+69 LT (1)Catawba Hazardous Spill Basin 9.6 3.60 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf g474.0 cf 9721.0 cf N/A
N: 35.60434, E: -80.94847 River (Lake (cf)
$ -L- 488+59 RT (1)Catawba Hazardous Spill Basin 17.7 4.60 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf 15449.0 cf 15541.0 cf N/A
N: 35.60578, E: -80.93816 River (Lake (cf)
14 -L- 560+gg RT (1)Catawba Forebay 12.9 1.6 0.1 inches of runoff from NBUA 581.0 cf 3753.0 cf Yes
N: 35.60149, E: -80.91484 River (Lake
� 9 -L- 634+54 RT (1)Catawba Forebay 10.5 4.30 0.1 inches of runoff from NBUA 1561.0 cf 3312.0 cf Yes
N: 35.59951, E: -80.89236 River (Lake
20 -L- 655+67 LT (1)Catawba Forebay 35.2 4.60 0.1 inches of runoff from NBUA 1670.0 cf 4257.0 cf Yes
N: 35.59840, E: -80.88523 River (Lake
22 -L- 677+04 RT (1)Catawba Forebay 15.0 2.70 0.1 inches of runoff from NBUA 980.0 cf 2430.0 cf Yes
N: 35.59578, E: -80.87873 River (Lake
*Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume
and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance.
Additional Comments
Two hazardous spill basins have been provided at the Lake Norman crossing to protect against the accidental spill of hazardous materials due to NC 150 being classified as an arterial and the crossing being within 1/2 mile of the critical area of a water
supply source classified as WS-IV. Roadway and adjacent ditch runoff on the bridge, causeways and each adjacent sag is routed to these basins.
Forebays used to provide pretreatment by diffusing flow and removing debris for the basins shown on SMP sheet 6.
North Carolina De artment of Trans ortation �$ r��
t �i�f1��+r'r�y — p p ,,•
1 �1
�� . ...�;., Highway Stormwater Program � �
3_.
STORMWATER MANAGEMENT PLAN �"�'
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 37944.1.FR5/50134.1.FS1 TIP No.: R-2307B/I-5717 County(ies): Catawba Iredell Page 6 of 6
Other Best Management Practices
New Built-Upon Precipitation Depth
Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated
Sheet No. (Road and Non Road Projects) Water Bod BMP Type ac ac ac-ft (in) w/ Buffer Rules?
14 -L- 560+88 RT (1)Catawba Dry Detention Basin/Filtration Basin 12.9 1.6 0.547 4.32 Yes
N: 35.60149, E: -80.91484 River (Lake
�� -L- 602+gg RT (1)Catawba Dry Detention Basin 11.5 2.5 0.392 1.98 Yes
N: 35.60326, E: -80.90193 River (Lake
19 -L- 634+54 RT (1)Catawba Dry Detention Basin/Filtration Basin 10.5 4.3 0.577 1.69 Yes
N: 35.59951, E: -80.89236 River (Lake
20 -L- 655+67 LT (1)Catawba Dry Detention Basin/Filtration Basin 35.2 4.6 0.873 2.40 Yes
N: 35.59840, E: -80.88523 River (Lake
22 -L- 677+04 RT (2)McCrary Dry Detention Basin/Filtration Basin 15.0 2.7 0.341 1.59 Yes
N: 35.59578, E: -80.87873 Creek
Additional Comments
Dry detention basins have been incorporated to account for the increase in impervious area and the extension of curb & gutter section by attenuating the 10-yr peak basin outflow to at or below the existing peak discharge, and thereby minimizing
downgrade erosion. Filtration basins have been used to filter stormwater and reduce pollutants and solids. Forebays have also been used to provide pretreatment by diffusing flow and removing debris.
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-Y- SR 1840
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CONSTR UCTION
-L- STA.425+23.31
i ..
- -YS- SR 3i4i
LONG COVE LN
150
-Y6- SR 3i4o
INDIGO LN
— TRAIL 2 �
-Y9- SR i438
WADDELL RD
Y8- SR i45o
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� -Y8DET- �
-YiS- SR 3i62
- -Y12- SR 1396
ROBINSON RD
,�y 16
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I1 12 -Yi,3-SRu68
13 McCRARYRD
-Y24- RIVER PARK RD
-Yll- BOATERS DR
-Yio- SR 3oz3 -Yi�- SR u8o
-Y9DET- Q UIET COVE RD DOOLIE RD
SITE 6 E11tD TIP PROJECT R-23078✓
BEGIN TIP PRO ECT I-5717
—L— STA. 726 + 00.00
PERMIT DRAWING
SHEET 1 OF 22
DOCUMENT NOT CONSIDERED FINAL
UNLE53 ALL SIGNATURES COMPLETED
' -Yi6- SR i3a3
PERTH RD
V -YiB-BYERSVILLAGEAVE
�V 18 m
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—L— STA. 799 +
-Y29- REGENCYCENTER DR BEGIN BRIDGE
-DRW8-/-DRWio- —L— STA 732+48 +/—
PORT VILLAGE SHOPPING CENTER S I T E H
-Y28- SPIRITS DR -Y31RPA- �
. � BLUEFIELD RD�%\ / 7� �3i- I-77
-Y25- TARGET EN7 RANCE -Y26- SR r46� �-�21RPD� �
-Y24- LEISUREWOOD DR
� ��-Y2i- SR i3o4
_ �< ERVINRD � �� ,,
______ ���IEi
�-_ = _.— �=_-
" �� �1�
NC 150
2
END BRIDGE
-L- STA 734+/g +/-
-�'33- STRAIGHTAWAYDR
- -I'34- FESTIVAL SHOPPING CENTER
� -Y3�- PORTESTOWNE WAY
-Y38- CORPOIZATE CENTER DR
p. -I'39- SR ui6 TALBERT RD
Y4i- MACLEOD DR
, _ _ � -Y44- US 2i RAMP�
� CONSUMEK
-Yzo-ANlIQUITYLN �� , � �, � �� „ -Y31RPB- " Q. ENTRANC
�t UPGRADE EXISTING OR NEW SIGNAL ` �• ''"
-Y22- / -Y23- C� -Y,3,5- NO �
A PORTION OF THIS PROJECT IS WITHIN THE CITY LIMITS OF MOORESVILLE. -Y3o-ROLLING y
PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS MORRISONPI.ANTATION � HILLSRD � STATIONBLV
*'"60 MPH FROM BEGINNING OF PROJECT TO WADDELL RD. PARKWAY -Y26-SRiio9 -DRWg-/-DRWil- -y31RPC- -Y32-CONSUMERSQ.
50 MPH FROM WADDELL RD TO END OF PROJECT. WILI.IAMSONRD LOWESENTRANCE SITE 9
` CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III SITE 10
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SITE 12
TO MOORESVILL�
:1,50 * —
SITE 11
-Y 2- MACLEOD DR -�'43- COMMONS DR
-Y o- SR iii6 TALBERT RD
E11ID TIP PROJECT I-5717/
` BEGIN TIP PROJECT R-2307B
—L— STA. 740 + 00.00
GRAPHIC SCALES DESIG11t DATA PROJECT LE11lGTH Prepa�ed For: HYDRAULICS ENGINEER
DIVISI011t OF HIGHWAYS
ADT 2019 = 47�%�0 I000 Birch Ridge Dr., Ra[eigh NC, 276I0
50 25 0 50 100 LENGTH ROADWAY TIP PROJECT R-2307B = 6.448 mile P�Oqp
ADT 2039 = 58�86� TGS TGS ENGINEERS �� PH (g�9) ��3 888� Q� O� ���g
K= 80�o LENGTH STRUCTURES TIP PROJECT R-2307B - 0.230 mile �� 706 HILLSBOROUGH ST coRP. uceNse No.: QQ �
PLANS suirezoo c-oz�e r.e. � �
D= 55% TOTAL LEIVGTH TIP PROJECT R-2307B = 6.678 mile � RALEIGH, NC 27603 SIGNATURE: o �
0 * 2072 STANDARD SPECIF7CATIONS �
T= 6/o BURKE EVANS, PE p �
LENGTH ROADWAY TIP PROJECT I-5717 = 0.233 mile �xo�scz Excr,vesx ROADWAY DESIGN
V= ** RIGHT OF WAY DATE: ENGIIVEER
* TTST 2%+ DUAL 4% �NGTH STRUCTURES TIP PROJECT I-5717 - 0.032 mile AUGUST 31, 2017 TRAVI$ COOK, EI ���� o�'�p
FUNC CLASS = TOTAL LENGTH TIP PROJECT I-5717 = 0.265 mile rxo�ecr nEsrcN ExcrxsEx �� pr�����
PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY, PE
STATEWIDE TIER TOTAL LENGTH TIP PROJECT R-2307B /I-5717 = 6.943 mile JULY 16, 2019 rno�scr excr,vesx P,E,
NCDOT ROADWAY DESIGN S7GNATURE:
����� �� ����� ��������
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CA TA WBA � IREDELL CO U1�TIES
LOCATI0111: 111C 150 FROM SR 1840 (GREE11tWOOD RD) I111 CATAWBA
COUIVTY TO US 2l I111 IREDELL COUIVTY
TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, STRUCTURES, A111D SIG11lALS
WETLAN D & STREAM IMPACTS
-Y4- SR 3145
PINNACLE SHORES DR
-Y2- SR 3i48
PINNACLE LN
. � � -Y3- SR 3i 80
� HIGH HILLS DR
�� 15� �� -Yi- SR 3060
.
�� �?Fa Mt�RINER POINTE LN
��'9 � �b -Y�- SR i2i1 �
"�o �'t DISE PENINSULA RD
�� �,
'�, SITE 5
SITE 4
BEGIN TIP PROJECT R-2307B
—L— POT 432 + �1.3�
R-2307B RDY TSH.den 7/11/2018 329:11 PM TGS
See Sheet 9-A For Index of Sheets
6
6
� DETAIL 6A �F DETAIL 6B
� FALSE SUMP ;�� STANDARD BASE DITCH
� �Noffo Scale) � frvo�ros�ai�7
O t"de Ditch � Na�,,,oi Ho�,,,oi
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-L- STA. 450 � 13 LT rype of Liner-- Closs I Ri�Rap wih No Geoteaile
-L- STA 453+01,294'LT TO 453+2g,328'LT
(B=2', DAYLIGHT AT 0.3%)
-L- STA 458+01,177'LT 70 458+41192'LT
(B-6', SEE PFL FOR GRADE)
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
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m CLA55 6 RIP RAP 12' DRIVE FOR H58 ACCE55 (APPRO%.) �
12 TONS,26 SY GEO
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PROJECT REFERENCE NO.
R-23078 / 1-57/;
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
EN�iNEE� 706 HILLSBOROUGH ST SUITE 200
� RALEIGH NC 27603
PH (919) 773 8887
CORP. LICENSE NO.: C-0275
O
ROCK FILL IN POND
SEE DETAIL 6E
DUKE ENERGY FULL POND ELEV=760.0' P)
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�No>>o s=aie� DETAIL 6E
Med'an D'ich ROCK FILL IN POND
DETAIL 6C q" --I �'f-- �"°"° s`°'ai
MEDIAN GRASSED SWALE Proposed
�No�to 5<alel I � �r�
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�m 3 � ro�m �-5— etc. Eorth Fill l �
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SEE SHEET 38 FOR -L- PROFILE
SEE SHEET 53 FOR -LEB- PROFILE
SEE SHEET 73 FOR -TRAIL- PROFILE
SEE SHEET 2B-1 FOR CURVE DATA
CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE
DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE
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ROADWAY DESIGN
ENGINEER
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HYDRAULICS
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706 HILLSBOROUGH ST SUITE 200
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PH (919) 773 8887
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L�- STA.476-34 TO 488+38
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�-23078 / 1-57/7 7
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200
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PH (919) 773-8887
CORP. LICENSE NO.: C-0275
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�No�ro Scole� �Not�o Scale)
s,��ide, sno�me. Proposed ENGINEER ENGINEER
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PROJECT REFERENCE NO. SHEET NO.
�-23078 / 1-57/7 29
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
EN�iNEEas 706 HILLSBOROUGH ST. SUITE 200
� RALEIGH, NC 27603
PH (919) 773-8887
CORP. LICENSE NO.: C-0275
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STA.792 -60 RT
� TGS TGS ENGINEERS PROIECT REFERENCE NO. SHEET NO.
Q 865 E,y�� �06 HIL RA E GH NC 27603 ITE 200 R-23078 / 1-57/7
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� PH (919) 773-8887 ROADWAY �ESIGN HYDRAULICS
CORP. LICENSE NO.: C-0275 ENGINEER ENGINEER
ExiSTn�G GRWND
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SEE SHEETS 26-1 & 2B-3 FOR CURVE DATA
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PROJECT REFERENCE NO.
�-23078 / 1-57i�
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
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UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
=N�iNFEu 708 HILLSBOROUGH 5T. SUITE 200
� RALEIGH, NC 27603
PH (919) 7738887
CORP. LICENSE NO.: C-0275
50' 0' 50' 100'
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! � R-23078 / 1-57/7 30
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ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
706 HILLSBOROUGH 5T. SUITE 200
RALEIGH, NC 27603
PH (919) 7738887
50' 0' 50' 100'
25'
WETLAND AND SURACE WATER IMPACTS 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 -L- 453+21/453+40 LT 18" PIPE < 0.01 < 0.01
2 -L- 458+40/458+74 LT 36" CSP < 0.01 0.02
3 -L- 458+21/467+07 LT ROCK CAUSEWAY 3.11
4 -L- 476+33/488+33 LT ROCK CAUSEWAY 3.91
5 -L- 487+17/488+00 LT 42" PIPE 0.01 0.02
6 -L- 519+88/520+50 RT 30" PIPE 0.02 0.06
7** -L- 554+25/554+82 LT 24" PIPE 0.05 < 0.01 0.01 117
8 -L- 755+17/755+36 LT 60" RCP 0.01 39
9 -L- 755+24/755+53 RT 60" RCP < 0.01 < 0.01 68 17
10 -L- 784+30/784+87 RT 78" RCP 0.01 < 0.01 97 20
11 -L- 792+60/793+23 RT 60" RCP < 0.01 < 0.01 98 19
12 -L- 793+40/793+49 LT 60" RCP < 0.01 < 0.01 28 20
TOTALS*: 0.05 < 0.01 7.11 0.11 447 76 0
*Rounded totals are sum of actual impacts
NOTES:
0.02 acres of Permanent SW impacts for bridge interior bents at 467+15, 468+50, 469+85, 471+20, 472+55, 473+90, 475+25 and 476+60.
** - Site 7 wetland is accounted for as a total take per 4C meeting minutes.
2016 09 09
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END BRIDGE
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60 MPH FROM BEGINNING OF PROJECT TO WADDELL RD. WILI.IAMSONRD LOWESENTRANCE -Y31RPC-
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END BRIDGE
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-L- STA. 740 + 00.00
GRAPHIC SCALES DESIG11t DATA PROJECT LE11lGTH Prepa�ed For: HYDRAULICS ENGINEER
DIVISI011t OF HIGHWAYS
ADT 2019 = 47�%�0 I000 Birch Ridge Dr., Ra[eigh NC, 276I0
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ADT 2039 = 58�86� TGS TGS ENGINEERS �� PH (g�9) ��3 888� Q� O� ���g
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0 * 2072 STANDARD SPECIF7CATIONS �
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V= ** RIGHT OF WAY DATE: ENGIIVEER
* TTST 2%+ DUAL 4% �NGTH STRUCTURES TIP PROJECT I-5717 - 0.032 mile AUGUST 31, 2017 TRAVI$ COOK, EI ���� o�'�p
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PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY, PE
STATEWIDE TIER TOTAL LENGTH TIP PROJECT R-2307B /I-5717 = 6.943 mile JULY 16, 2019 rno�scr excr,vesx P,E,
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-L- STA. 440+00 RT
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DUKE ENERGY FULL POND ELEV=760.0'�TYP� SLOPE=Y6°io
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PROJECT REFERENCE NO.
'-23078 / 1-57%�
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200
� RALEIGH, NC 27603
PH (919) 773-8887
CORP. LICENSE NO.: C-0275
BUFFER DRAWING
SHEET 2 OF 7
6
�
� DETAIL 6A �F DETAIL 6B
� FALSE SUMP STANDARD BASE DITCH
� i Ho<<o s�o�a� � ��o,�o s�a��,
O t"de Ditch � Na�,,,oi Ho�,,,oi
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d
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5-D'nch Slope fE Proposed Ditch
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L STA 453+01,294'LT TO 453+29,326'LT
(B=2', DAYLIGHT AT 0.3%�
L $TA 458+01,177'LT TO 458+41,192'LT
(B-6', SEE PFL FOR GRADE)
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5 TON5,10 SY GEO
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V2=i.Y Ns CUT TO FILL TRANSITION
m V�t�p=t�.3 in� CLA55 6 RIP RAP 12' DRIVE FOR H58 ACCE55 (APPRO%.) �
12 TONS,26 SY GEO
-L- STA. 453+50
QQ� QO� PUE�t�dilACS PUE GniE iFEPUE�
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SEE DETAIL 6C
PUE PTE PTE PTE PTE
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DUKE ENERGY FULL POND ELEV=760.0' (NP� � O � O �
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UNLESS ALL SIGNATURES COMPLETED
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. �� EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200
� RALEIGH, NC 27603
2o'x2o'x18" PAD �� � PH (919) 773-8887
CLA55 I RIP RAP CORP. LICENSE NO.: C-0275
32 TONS,NO GEO Q
2� a O7
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\
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�� � SEE DETAIL 6E
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7 �Jf� i DUKE ENERGY FULL POND ELEV=760_0' P�
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FACILITY (TYP) � \ ` ' Q''" on o� n�.a '�'� '-'-'-'
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DITCH
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_ _ � _, LUG A D GASKETS
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� HW hLUICE GATE
PROJECT REFERENCE NO.
BUFFER DRAWING R-23078 / 1-57/;
SHEET 3 OF 7 WW SHEET NO.
ROADWAY DESIGN
ENGINEER
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Med'an D'ich ROCK FILL IN POND
DETAIL 6C q" --I �'f-- �"°"° s`°'ai
MEDIAN GRASSED SWALE Proposed
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0.0% To 20% 20' Over 4.0% To 6A% q0' CLP.55 VII SELECT =�60'
Over 2.0% To 4.0% 30' Over 6A% 50' MATERIAL �_
-L- STA. 453-50 TO 459-00 MED �L- STA. 543 �.- bl MED -L- STA. 458-72 TO 467+11
L� STA.459 : 00 TO 465 �. 50 MED _�_ STA 547 �-60 MED -L- STA.476-. 34 TO 488 r�38
DETAIL bF
HAZARDOUS SPILL BASIN
(No�fo Scale� BERM ELEv-J68.0'I�vf",�
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VOLUME PROVIDED-9I21 CF
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SWALE
SEE DETAIL bC
SITE 5
O
SLOPE=0.3%
L REQ.=114 N
L PR0.=650 ft
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410=38 cfs
V10=1.] W's
-L- STA. 459+00 MED
SHEET NO.
HYDRAULICS
ENGINEER
1��
i �? o
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SEE SHEET 38 FOR -L- PROFILE
SEE SHEET 53 FOR -LEB- PROFILE
SEE SHEET 73 FOR -TRAIL- PROFILE
SEE SHEET 2B-1 FOR CURVE DATA
CHANNELIZATION RADII ARE 3' UNLESS NOTED OTHERWISE
DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE
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(No�to Scole� BERM ELEV-168.0'(TYP�
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HW v%SLUICE
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VOLUME REpUIREo-I5d49 CF
VOLUME PROVI�ED-15id1 CF
-L- STA 488+59 R7
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DETAIL 8A DETAIL 8B DETAIL 6E
MEDIAN GRASSED SWALE FALSE SUMP ROCK FILL IN POND
I�o�ro s<oidi ( Nor to.5cale� , or�o s�aie�
sno�me, - � showae. Proposed — '
vomr � ea��r Med'an D'fch �
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\
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(5ce Chon aelow� -,- so' —�1 GI � N
�-S - erc � F„n ra�d y
-L- STA.478-00 TO 481+50 MED 5=�itch Slope 4 Proposed Ditch CLA55 VIISELECT % =�so� /�
-L- STA. 481 i 50 TO 488 i 00 MED Ditch Grade L Di}�h Grade � MATERIAL -. -��
OA% To 2.0% 20' Over4.0% To 6.0% 40' -L- STA.458-72 TO 467+11 ��
Over 2A% To 4_D% 30' Ovar R 0'Y 50' -L- STA.476-34 TO 488+38 l`7
�
-L- STA 584+90 MED
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\ SEE DETAIL bE
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F`E E E E on=o.e a�.e
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n7 L REq.=60 N
/ -L- STA.478+20 F Qzao--aso n
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BUFFER DRAWING �
SHEET 4 OF 7 2
� ALLOWABLE IMPACTS ZONE 1
\������ ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
� MITIGABLE IMPACTS ZONE 2
F / � EXISTING TRANSPORTATION FACILITY (NP)
/ vto=l.o 1✓: /
� �— F F F F F -�- ST . 00 MED
/ --_-----------------__ F ___ F MEDIAN GRASSED
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�/ MEDIAN GRASSED ME�IAN GRASSED ���� F
� ''''"` ` 5 EADETAIL 8A 5 EADETAIL 8A �I _ F _ � � \ �\f I
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PROJECT REFERENCE NO.
�-23078 / 1-57i�
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
EN�iN�E� 706 HILLSBOROUGH ST. SUITE 200
� RALEIGH, NC 27603
PH (919) 773-8887
CORP. LICENSE NO.: C-0275
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�� SWALE �ATA DA=0.6 Acre DA=O.] Acre �� ry �$EE DETAIL 8C SITE 7
SLOFE= 0 4% SLOPE =0 3 h / �
L REQ.-63 ft L REQ.=l1 N ,/ ; ¢�N
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vz-t_o fV
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V10-1.1 fUs
+
50' 0' S0' 1 QO'
25'
SEE SHEET 40 FOR -L- PROFILE
SEE SHEETS 56 THRU 57 FOR -LEB- PROFILE
SEE SHEET 74 FOR -TRAIL- PROFILE
SEE SHEET 26-1 FOR CURVE DATA
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� roE PRorEcrioN �F urean� �ansse� swa�e MITIGABLE IMPACTS ZONE 1 _rz_ srn. is.ao.00
� � No��o s ai � FALSE �UMP ( Not to Scale) WW SHEET NO.
iN �f S�o�e� 279 BUFFER DRAWING
Ou�side Ditch �% No � y O I�2 �'��� ROADWAY DESIGN HYDRAULICS
F��O� T`°ff�`Fi°w I—� F'�' MITIGABLE IMPACTS ZONE 2 ° �
�) O ENGINEER ENGINEER
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T - B 0 RT 27�
-L- STA. 446 i 00 TO 447 � Oa-'RT._ � D 1- ST/i,, 10+46.40 '' . � � SEE DETAIL 9D I
ype of Liner- Closs Ri�Rap -Y2- STA. 13+70 TO 14+4
L STA.497 18 RT A
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\� � R` EN�iNEE� 706 HILLSBOROUGH ST. SUITE 200
\ m O \ \ p � RALEIGH, NC 27603
GRA55 SWALE DATA O
w � 1 o tp � PH (919) 773-8887
\ T � on��o.a n«e J I �% CORP. LICENSE NO.: C-0275
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�f' l PRO. c0 ff GRA55 SWALE DATA
E \ ` Q2 1.] Is DA=1.5 Acre pA=0.4 Acre
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�-23078 / 1-57/7 /l
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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TGS TGS ENGINEERS
=N�iN,E2s 706 HILLSBOROUGH ST. SUITE 200
�� _ _ � RALEIGH, NC 27603
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SEE SHEET 57 FOR -Y5- PROFILE
SEE SHEET 71 FOR -DRW2- PROFILE
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SEE SHEET 2B-1 FOR CURVE DATA
SEE SHEET 2B-4 FOR INTERSECTION DETAILS
67
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 Roadway -L- 436+90/437+28 LT X 415 415
2 Roadway -L- 439+50/439+85 LT X 474 474
3 Ditch -L- 452+83/453+36 LT X 1,072 882 1,954
4 Ditch -L- 457+90/458+53 LT X 1,254 1,125 2,379
5 Roadway -L- 457+71/458+93 LT X 5,745 3,820 9,564
6 Roadway -L- 485+78/488+83 LT X 11,213 4,284 15,497
7 Shoreline Protection -L- 488+18/488+35 RT X 225 225
8 Roadway -L- 493+96/495+76 RT X 3,449 5,164 8,612
9 Ditch -L- 519+85/520+46 RT X 1,962 1,262 3,224
10 Temp. S&EC -L- 522+76/523+07 LT X 766
TOTAL: 4,288 3,494 7,782 20,406 14,922 34,563 0.0 0.0
Notes:
There are no wetland impacts within buffer impacts on this project.
Rev. SEP 2016 Rev. May 2006
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BEGI11t TIP PRO ECT I-5717
-L- STA. 726 + 00.00
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-L- STA. 740 + 00.00
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�ePored For: HYDRAULICS E1vGI1vEER
DIVISI0111 OF HIGHWAYS
ADT 2019 = 47�9�0 I000 Btirch Ridge Dr., Raleigh NC, 27610
50 25 0 50 100 LEIVGTH ROADWAY TIP PROJECT R-2307B = 6.448 mile g; o� u�oap
ADT 2039 = 58,860 TGS Tcs ervcweeRs y �° ��'
PH (919) 773-8887 Q ��
o LEIVGTH STRUCTURES TIP PROJECT R-2307B - 0.230 mile EN�NEFRS 706HILLSBOROUGHST e o
K = $�p � CORP. LICENSE NO.: a o
PLANS TOTAL LEIVGTH TIP PROJECT R-2307B = 6.678 mile � RALEIGH NC47603 c-oz�s P.E. � �
D = 55% SIGNAT[JRE: � a
50 'lrj � 5� j00 T- bo�a* 2012 STANDARD SPECIFlCAT70NS y g
BURKE EVANS. PE p o
LEIVGTH ROADWAY TIP PROJECT I-5717 = 0.233 mile ROADWAY DESIGN
V= ** RIGHT OF WAY DATE: rxo�ecr excirvEEn ENGINEER � �
PROFILE (HORIZONTAL) * TTST 2%+ DUAL 4% ��'GTH STRUCTURES TIP PROJECT I-5717 = 0.032 mile AUGUST 31, 2017 pAUL SCHULKEN, EI ���p oQ��
10 5 0 10 20 FUNC CLASS = TOTAL LENGTH TIP PROJECT I-5717 = 0.265 mile pno�EcznEsrcx ENcixEEe Q0� 4ap��p
PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY, PE
PROFILE (VERTICAL) $TATEWIDE TIER TOTAL LEIVGTH TIP PROJECT R-2307B /I-5717 = 6.943 mile JULY 16, 2019 PROJECT ENG/NEER r.E.
NCDOT ROADWAY DESIGN SIGNATURE:
-Yi 9- WATER OAK DR
See Sheet 9-A For Index of Sheets
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R-2307A Preliminary Permit Impact Summary Table November 15, 2018
Plan Sheet Wetland Impacts Within Stream Impacts Within Slope Surface Water Impacts Within
Station (From/To) Identifier
Number Slope Stakes +25' (Acres) Stakes +25' (Linear Feet) Slope Stakes +25' (Acres)
2 32+57/33+88 -LALT1- LT WE 0.08
2 32+93/34+61-LALT1- RT WK 0.30
2 33+23/33+80 -LALT1- LT SA 81
2 34+15/34+68 -LALT1- RT SA 123
2 36+88/37+55 -LALT1- RT SB 138
2 37+51/37+55 -LALT1- LT SB 55
3 207+24/208+62 -LALT1- RT SC 188
4 229+07/232+54 -LALT1- LT & RT SURFACE WATER IMPACT #1 0.93
REED CREEK/LAKE NORMAN
4 234+44/241+49 -LALT1- LT & RT SURFACE WATER IMPACT #2 1.61
REED CREEK/LAKE NORMAN
5 262+24/270+31-LALT1- LT & RT SURFACE WATER IMPACT #3 2.15
MOUNTAIN CREEK/LAKE NORMAN
6 272+83/278+81-LALT1- LT & RT SURFACE WATER IMPACT #4 1.34
MOUNTAIN CREEK/LAKE NORMAN
7 49+09/51+09 -LALT2- LT & RT WB 0.35
7 49+63/50+83 -LALT2- LT & RT BETTIE CREEK 236
8 85+89/86+06 -LALT2- LT SJ 46
8 86+05/86+39 -LALT2- LT & RT BEAVERDAM CREEK 250
TOTAL 0.73 1117.00 6.03