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Mr. Barry Moose, P.E.
NCDOT Division 10
716 West Main Street
Albemarle, NC 28001
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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APPROVAL/MODIFICATION of 401 Water Quality Certification with Additional Conditions
Dear Mr. Moose:
Alan W. Klimek, P.E. Director
Division of Water Quality
December 21, 2006
DWQ# 06-1142
Union County
You have our approval, in accordance with the attached conditions and those listed below, to permanently impact an
additional 59 linear feet (If) of streams as listed in the table below:
Location/Station Stream Name Length of Stream Impact
Station 475+81 Unnamed tributary to Stewarts Creek 2 linear feet for culvert extension
intermittent stream
Station 487+80 Lick Branch (perennial stream) 57 linear feet (2 If for headwall
extension and 55 If for riprap
shoulder/bank stabilization
The impacts will be for the purpose of widening the existing road by two (2) feet and stabilizing the shoulder as described
in your modified application received by the Division of Water Quality (DWQ) on December 13, 2006. The location of
the project is State Road (SR) 1501 (Secrest Shortcut Road) in Union County. This modification is being issued in
addition to the original water quality certification dated August 11, 2006 and does not supersede the original
certification. After reviewing your application, we have determined that this project is covered by Water Quality General
Certification Number 3404. Please note that you should get any other federal, state or local permits before proceeding
with your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and
Water Supply Watershed regulations. This approval will expire with the associated 404 permit unless otherwise specified
in the Water Quality Certification.
This approval is valid solely for the purpose and design that you described in your application (unless modified below).
Should your project change, you must notify the DWQ in writing and you may be required to submit a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, or
if total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h)(6) and (7). For this approval to remain valid, you must adhere to the conditions
listed in the attached certification and those listed below:
Placement of culverts and other structures in waters, streams and wetlands must be below the elevation of the
streambed by one (1) foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter
for culverts having a diameter less than 48 inches, to allow for low flow passage of water and aquatic life, as well as
prevent headcutting of the streams. The design and placement of culverts and other structures including temporary
erosion control measures shall be installed in such a manner that the original stream profiles are not altered (i.e., the
depth of the channel must not be reduced by a widening of the streambed). Existing stream dimensions (including
pattern and profile) are to be maintained above and below locations of each culvert. The applicant may be required to
provide evidence that the equilibrium has been maintained, if requested in writing by the DWQ.
North Carolina Division of Water Quality 610 East Center Avenue, Suite 301
Internet: h2o.enr.state.nc.us Mooresville, NC 28115
Phone[phone]
Fax [phone]
NOne
hCarol'na
?atural?y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Barry Moose
Page 2
2. Any riprap placed for streambank stabilization shall be placed in stream channels in such a manner that it does not
impede aquatic life passage. In addition, the riprap shall be properly embedded and of adequate size such that it is not
carried downstream during storm events.
3. Heavy equipment shall be operated from the banks rather than in the stream channel in order minimize sedimentation
and reduce the introduction of other pollutants into the stream.
4. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification.
5. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic conditions can
be provided.
6. If concrete is used during construction, a dry work area should be maintained to prevent direct contact between curing
concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface
waters due to the potential for elevated pH and possible aquatic life and fish kills.
7. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most
current version of the NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
8. The dimension, pattern and profile of the stream above and below the crossing should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
10. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized
by this certification.
11. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
12. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water
Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on-
site project manager.
13. Native riparian vegetation must be re-established within the construction limits of the project by the end of the growing
season following completion of construction.
14. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and
the natural grade restored within 30 days after the Division of Land Resources has released the project.
15. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
1..
's
Mr. Barry Moose
Page 3
The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
16. The North Carolina Department of Transportation (NCDOT) and its contractors and/or agents shall not excavate, fill or
perform mechanized land clearing at any time in the construction or maintenance of this project within waters and/or
wetlands, except as authorized by this Certification, or any modification to this Certification (e.g., no work shall occur
outside of the footprint of the plans provided). In addition, there shall be no excavation from or waste disposal into
jurisdictional wetlands or waters associated with this Certification without appropriate modification. If this occurs,
compensatory mitigation may be required since it is a direct impact from road construction activities.
17. Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed "Certificate of
Completion" form to notify DWQ when all work included in the 401 Certification has been completed. Please include
photographs upstream and downstream of the structure to document correct installation.
18. Continuing Compliance. NCDOT shall conduct its activities in a manner so as not to contravene any state water quality
standard [including any requirements for compliance with section 303(d) of the Clean Water Act] and any other
appropriate requirements of state and federal law. If DWQ determines that such standards or laws are not being met
(including the failure to sustain a designated or achieved use) or that state or federal law is being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d).
Before codifying the certification, DWQ shall notify NCDOT and the USACE, provide public notice in accordance with
15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or
revised conditions shall be provided to NCDOT in writing, shall be provided to the USACE for reference in any permit
issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within
60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B
of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review by the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704-663-1699.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Steve Lund, USACE Asheville Field Office
Sonia Gregory, DWQ Wetlands Unit
File Copy
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION FRS
,MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYND(f? IPPETT
GOVERNOR SECRETARY
November 3, 2006
Polly Lespinasse
Dept. of Environment and Natural Resources
DiN,ision of Water Quality
610 East Center Avenue, Suite 301
Mooresville, NC 28115

Subject: Nlodification Request for Sectio€a 401 Permit (DWQ# 06-1142)
NC Moving Ahead Project No. MA10121R (Section B)
SR 1501 (Secrest Shortcut Road from SR 1504 to US 74), Union County.
Dear Mrs. Lespinasse:
The North Carolina Department of Transportation (NCDOT) is currently widening SR 1501 fi•om
SR 1504 to US 74 in Union County. The purpose of this letter is to request a permit modification
to include the widening of the bridge located at Station Number 487+80 over Lick Branch.
The existing timber decked bridge measures 15 feet long by 24 feet wide and is supported by
concrete abutments. The proposed work would involve extending the concrete headwall by 2 feet
on the upstream side (west side of Secrest Shortcut Road) of Lick Branch in order to increasing
the bridge width from 24 feet to 27.5 feet. Total impacts to Lick Branch would be 2 linear feet.
The proposed work would be conducted "in the dry" using sandbag and plastic cofferdams
around each headwall extension.
If you should you require any additional information concerning requested permit modification for
this project, please feel free to contact Larry Thompson, Division Environmental Supervisor, at
[phone].
Sincerely,
Barry S.. oose, PE
Division Engineer
BSM/LBT
Enclosures
716 Nest Main Street, Albemarle, NC 28001 • [phone] • Fax [phone]
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MICHAEL F. EASLEY
GOVERNOR
July 25, 2006
JUL 2 7 2000
Polly Lespinasse
Dept. of Environment and Natural Resources
Division of Water Quality
610 East Center Avenue, Suite 301 EIIt
Mooresville, NC 28115
Subject: NC Moving Ahead Project No. MA10121R (Section B), SR 1501 (Secrest
Shortcut Road from SR 1504 to US 74), Union County.
Dear Mrs. Lepinasse:
Per your request, we are providing additional information regarding the proposed pipe extension
at Sta. 470+31 for the MA1012IR project located on SR 1501 (Secrest Shortcut Road) in Union
County.
The proposed pipe extension will be approximately .29 feet higher than the existing stream bed
elevation. After extending the 24" x 46' RCP an additional 4 feet, we will remove any remnants of
the existing scour hole by using the rip rap that is currently blocking the thalweg of the
downstream channel. The stream bed elevation will be raised to that of the pipe. Any excess rip
rap that is removed from the stream channel will be disposed of in a upland location.
If you have any questions or should you require any additional information concerning this
project, please feel free to contact Larry Thompson, Division Envirormental Supervisor, at (704)
982-0101.
Sincerely,
6 L-Z-
Barry S Moose, PE
Division Engineer
BSM/LBT
Enclosures
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Mr. Barry Moose, P.E.
NCDOT Division 10
716 West Main Street
Albemarle, NC 28001
Michael P. Iiasley, Governor
William G. Ross Jr , Secretary
North Carolina Department of Envirrnunent and Natural Resources
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APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Moose:
Alan W. Klimek, P.T. Director
Division or Water Quality
August 11, 2006
DWQ# 06-1142
Union County
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact a total of 12 linear feet (If) of streams as listed in the table below:
Location/Station Stream Name _____Length of Stream Impact
Station 470+31 Unnamed tributary to Stewarts Creek* 4 linear feet
Station 475+81 Unnamed tributary to Stewarts Creek* 8 linear feet
The impacts will be for the purpose of widening the existing road by two (2) feet as described in your
application received by the Division of Water Quality (DWQ) on July 18, 2006, and additional information
received by the DWQ on July 27, 2006. The location of the project is State Road (SR) 1501 (Secrest Shortcut
Road) in Union County. After reviewing your application, we have determined that this project is covered by
Water Quality General Certification Number 3404. Please note'that you should get any other federal, state or
local permits before proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non-Discharge, and Water Supply Watershed regulations. This approval will expire with the
associated 404 permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design that you described in your application (unless modified
below). Should your project change, you must notify the DWQ in writing and you may be required to submit a
new application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h)(6) and (7). For this approval
to remain valid, you must adhere to the conditions listed in the attached certification and those listed below:
1. Placement of culverts and other structures in waters, streams and wetlands must be below the elevation of
the streambed by one (1) foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow for low flow passage of water and
aquatic life, as well as prevent headcutting of the streams.
"No stream determination performed.
North Carolina Division or Watel' Quality 610 1?ast Center Avcnuc, Suite 301
Internet: l12o.erir.state.11c.us Mooresville, NC 281 15
Phone [phone]
Fax [phone]
one
N , t11 Carolina
Nnlurally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Cage 2
The design and placement of culverts and other structures including temporary erosion control measures
shall be installed in such a manner that the original stream profiles are not altered (i.e., the depth of the
channel must not be reduced by a widening of the streambed). Existing stream dimensions (including
pattern and profile) are to be maintained above and below locations of each culvert. The applicant may be
required to provide evidence that the equilibrium has been maintained, if requested in writing by the DWQ.
2. The use of riprap above the normal high water mark shall be minimized. Any riprap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. In addition, riprap located immediately downstream of Station 470+31 shall be removed from the
thalweg of the stream to allow for low flow passage of water and aquatic life.
3. Heavy equipment shall be operated from the banks rather than in the strearn channel in order minimize
sedimentation and reduce the introduction of other pollutants into the stream.
4. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
5. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic,
conditions can be provided.
6. If concrete is used during construction, a dry work area should be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not
be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
7. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures
from the most current version of the NCDOT Construction and Maintenance Activities manual such as
sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in
flowing water.
3. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geornorphic conditions.
9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
10. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification.
11. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited.
12. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division
Engineer and the on-site project manager.
13. Native riparian vegetation must be re-established within the construction limits of the project by the end of the
growing season following completion of construction.
14. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has
released the project.
Page 3
15. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
16. The North Carolina Department of Transportation (NCDOT) and its contractors and/or agents shall not
excavate, fill or perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and/or wetlands, except as authorized by this Certification, or any modification to this
Certification (e.g., no work shall occur outside of the footprint of the plans provided). In addition, there shall
be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
Certification without appropriate modification. If this occurs, compensatory mitigation may be required since it
is a direct impact from road construction activities.
17. Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed
"Certificate of Completion" form to notify DWQ when all work included in the 401 Certification has been
completed. Please include photographs upstream and downstream of the structure to document correct
installation.
18. Continuing Compliance. NCDOT shall conduct its activities in a manner so as not to contravene any state
water quality standard [including any requirements for compliance with section 303(d) of the Clean Water Act]
and any other appropriate requirements of state and federal law. If DWQ determines that such standards or
laws are not being met (including the failure to sustain a designated or achieved use) or that state or federal
law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate
and modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify
NCDOT and the USAGE, provide public notice in accordance with 15A NCAC 2H.0503, and provide
opportunity for public tearing in accordance with 15A NCAC 21-1.0504. Any new or revised conditions shall
be provided to NCDOT in writing, shall be provided to the USAGE for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written l)etition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
Page 4
This letter completes the review by the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704-663-
1699.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Steve Lund, USACE Asheville Field Office
Sonia Gregory, DWQ Wetlands Unit
File Copy
r ~
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYNDO TIPPETT
GoVERNOR SECRETARY
June 28, 2006 ,41' O
1 0 O
North Carolina Division of Water Quality -4,
1
r `'FN 8 2
401 Wetlands Certification Unit
2321 Crabtree Boulevard oRyQ???r?o6
Raleigh, NC 27604-2260 tigB?H
Subject: NC Moving Ahead Project No. MA10121R (Section B), Union County.
WBS Element No. 37637 (DWQ Minor Permit Fee $200.00).
Dear Sir or Madam:
The North Carolina Department of Transportation (NCDOT) proposes to widen SR 1501
(Secrest Shortcut Road) from its intersection with SR 1504 (Rocky River Road) to US 74 by two
feet, on the north side of the existing roadway, as part of the North Carolina Moving Ahead
program. The total project length is 4.4 miles.
Protected Species
The subject project has been reviewed for the presence of listed threatened and endangered
species. It has been determined that the construction of this project will have no effect on any
federally listed plant or animal species.
Impacts to eaters of the United States
This project cannot be completed without impacts to waters of the Ututed States. The project is
located within the Yadkin River Basin (Hydrologic Unit # 03040105), affecting the drainage of
unnamed tributaries to Stewarts Creek. There will be approximately 12 linear feet of permanent
impacts to the existing stream channels as a result of the proposed construction. There arc no
wetland impacts that will result from the construction of this project.
Stream 1m acts
There will be two stream impacts as a result of this project being constructed. Table l includes
information related to site number, stream name, existing pipe length (ft), existing pipe width (in),
proposed replacement or extended pipe length (ft) and width (in).
716 West Main Street, Albemarle, NC 28001 9 [phone] 9 Fax [phone]
G
Table 1. Im acts to Streams due to the construction of IVIA10121R Section B
Site Existing Existing Proposed Proposed
No. Stream Name Length Width Length Width
(feet) (inches) (feet) (inches)
470+31 UT to Stewarts Creek 46' RCP 24" 50' 24"
475+81 UT to Stewarts Creck 34' RCP 15" 48' 15"
Note: -ur' refers to unnamed tributary.
The NCDOT believes that the pipe replacement can be authorized under a Section 404
Nationwide Permit 14.
Avoidance/Minimization
Any wetlands or surface waters not affected by the project will be protected from unnecessary
encroaclunent. No staging of construction equipment or storage of construction supplies will be
allowed in or near jurisdictional areas.
Sediment and erosion control Best Management Practices for the protection of wetlands and
surface waters will be enforced during project construction. Continued coordination will occur
between maintenance forces and the Division Environmental Officer during construction in an
effort to minimize impacts to jurisdictional sites.
Summary
The purpose of this letter is to request authorization to construct the proposed project under a
Section 401 Water Quality Certificate (WQC) No. GC3404. Enclosed you will find seven copies
of the pre-construction notification form.
If you have any questions or need any additional information concerning this project, please feel
free to contact Larry Thompson, Division Environmental Supervisor, at [phone].
Sincerely,
C'
--
Barry . % loose, PE
Division Engineer
BGP/LBT
Enclosures
cc: Polly Lespinesse, NCDWQ
Marella Buncick, USFWS
Marla Chambers, NCWRC
Larry Thompson, DES
Phil Suggs, REFOE
File
SR 1501 (Secrest Shortcut Road)
Union County
Office Use Only: Form Vcrsion March 05
USACE Action ID No. DWQ No i `i 2
tit any particular item is not app icaoie to uus protect, picase enter tvot ttppuL;UUW UL 1 t, .1
1. Processinb
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
IL Applicant Information
1. Owner/Applicant Information
Name: N.C. Department of Transportation
Mailing Address: 10`x' Hl,,hway Division
716 West Main Street
Albemarle N.C. 28001
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Barry Moose
Company Affiliation: N.C. Department of Transportation
Mailing Address: 10"' Hi<!hwaYDivision
716 West Main Street
Albemarle N.C. 28001
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bi-nooseCa]dot. state. 11c. Its
Pagel of 9
SR 1501 (Secrest Shortcut Road)
Union County
III. Project Information
3
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with tine property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1501 (Secrest Shortcut Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN):
4. Location
County: Union County Nearest Town: Monroe
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
US 74 and US 601 travel .6 miles west on US 74 to the intersection of US 74 and SR 1501
(Secrest Shortcut Road) turn risTht onto Secrest Shortcut Road. The project begins at SR
1514 (Rocky River Road) and Secrest Shortcut Road and ends at the intersection of US 74
and Secrest Shortcut Road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 340 59' 54.90" N 80° 32' 53.00" W
6. Property size (acres):
7. Name of nearest receiving body of water: Stewarts Creel;
8. River Basin: Yadkin (Hydrologic Unit 03040105)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http //h?o.enr.state.nc.u?/admin/nta/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Secrest Shortcut Road is a secondary road in Union County
that has experienced a significant increase in traffic volume as well as accident rates over the
Page 2 of 9
SR 1501 (Sccrest Shortcut Road)
Union County
past three years The land use is mixed with both residential and commercial properties
located alonf? the project The largest land use is for single family residences.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project involves the widenin,- and resurfacing of Sccrest Shortcut Road. The
widening will be limited to two feet on the northeast side of the road. The total project
lent?th is 4.4 miles There are two perennial stream crossing that will be impacted by the
proposed widening The first crossing is located at 470+31 (4 feet of impacts) and the second
at Sta 475+81 (8 feet of impacts) The proposed work will be completed utilizing typical
construction equipment site]] as a track hoe dump truck paving machine and roller. Erosion
and sediment control devices will be installed accord int,,Jy.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to improve
the safety of SR 1501 between Rocky River Road and US 74 by increasing the pavement
width and driver recovery area
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no fixture permit requests anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and pererurial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and strearn evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 9
SR 1501 (Secrest Shortcut Road)
Union County
Nvetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There will be 12 feet of permanent
impacts associated with this project
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year r
Floodpla
(es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
470+31 UT to Stewart's Creek RCP Extension Perennial 2.0 4' .0001
475+81 UT to Stewart's Creek RCP Extension Perennial 1.5 8' .0003

Total Stream Impact b length and acreage 0004
Page 4 of 9
SR 1501 (Secrest Shortcut Road)
Union County
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres : .0004
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) .0004
Total Stream Impact (linear feet): 12
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embanktnent, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storinwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
Page 5 of 9
SR 1501 (Secrest Shortcut Road)
Union County
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
s
techniques to be followed during construction to reduce impacts. The proposed widening-ha
been limited to two feet and shifted to the northeast side of the road to avoid additional impacts.
The staging of construction equipment will not be allowed in or near the streams and wetland
located on this project Strict enforcement of the sedimentation and erosion control best
manaf,yentent practices for the protection of wetlands and surface waters will be enforced during
all phases of project construction.
There is a large scour hole located at the outlet end of the pipe located at Sta. 470+31. Tile
proposed pie extension will eliminate most of the scour hole and any remnants of the hole
will be filled in using the rock that has been pushed out in front of the existing pipe.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streanLs; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Drafl Technical Guide for Stream Work in North Carolina, available at
i.
http://h2o.enr.state. lie. usincwetlands/stnil U, ide.htii
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
Page 6 of 9
SR 1501 (Secrest Shortcut Road)
Union County
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Any requests received for mitigation will be routed through the NC Ecosystem Enhancement
Prof4ram
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at lhttp //h2o enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federaUstate) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 7 of 9
SR 1501 (Secrest Shortcut Road)
Union County
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Painlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet )`Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; "Lone 2 extends an
additional 20 feet from the edge of "Lone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The existing , pavement width is 20 feet with a proposed new width of 22 feet. There will an
increase of 1.7 acres of impervious area as a result of this project being constructed
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wctland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No E
Is this an after-the-fact permit application? Yes ? No
Page 8 of 9
SR 1501 (Secrest Shortcut Road)
Union County
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No Z
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://li2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project will have no direct affect on development
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's . Xgnature D fate /
(Agent's signature is valid my if an authorization letter from the applicant is provided.)
Page 9 of 9
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