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STATE of NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION ~~~~~'`~'
MICHAEL F. EASLEY
GOVERNOR
DIVISION 4
September 14, 2007
1Vlr. Wl~liam WesCOtt
U.S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889-1000
(One Copy)
Mr. Rob Ridings
Wetlands/401 Unit
NC DENR Division of Water Quality
1650 N1a~`i Service Center
Raleigh, NC 27699
(Seven Copies)
LYNDO TIPPETT
SECRETARY
071601
SUBJECT: Nash County, Upgrade of Sunset Avenue (5R 1770) from two lanes to
three lanes with curb and gutter from SR 1603 to SR 1544.
State Project Number: MA04139
Dear Sirs:
The North Carolina Department of Transportation (NCDOT) proposes to upgrade Sunset
Avenue (SR 1770) from a two lane road to a three lane road with curb and gutter to
reduce future maintenance needs and increase tragic safety. This activity will result in
impacts to streams due to the replacement and extension of two crossline pipes to
facilitate travel lane and shoulder widening. The NCDOT anticipates that the pipe
replacement activities and, if needed, the dewatering operations will be authorized under
Nationwide Permit (NWP) 14. This application is also intended as request for written
authorization from the NC Division of Water Quality to replace the pipes under General
Water Quality Certificate # 3404 (NWP 14).
Post Office Box 3165, Wilson, North Carolina 27895-3165
Phone (252) 237-6164 Fax (252) 234-6164
APPLICATION INFORMATION
Enclosed please find the Pre-construction Notification (PCN) Form and supporting
documentation for the above referenced project.
1n accordance with North Carolina. General Statute 143-215.3D(e) the following
information is being provided to facilitate payment of fees associated with the appropriate
Water Quality Certificate:
• Certificate being requested: 3404
• State Project Number : MA04139
• Amount of fee: $240
PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
Sunset Ave SR 1770 1.44 Urban
River Basin: DWQ
ID Water Quality
Desi ation
Tar-Pamlico 26-68 C NSW
Buffer Rules Buffer Use Desi ation
Tar-Pamlico Allowable Road Crossin between 40 and 1501f and less than 1/3 acre
Protected Species Mapped Historic
Present Pro erties
No No
PIPE REPLACEMENT INFORMATION
Site (Station) 1 Map Status Shown on soil survey only
Existing RCP Proposed RCP or CMP
Diameter (in) 2 @ 24" Diameter 2 @ 30"
Length (ft) 50' Length 90'
Construction Dewatering
M Low flow installation Device sheet pile
Burial Depth 6" on inlet, perched on outlet (see substrate Sandy loam
conmients below)
Construction
Date January, 2008 Duration Pipe installation anticipated
at 1 week
Impacts (ft.) 38'-piped; 10'-rip-rap protection ;15'-temporary
Comments Due to realignment of the channel approximately 20 feet to the west of the original
location performed by an adjacent property owner, the chaimel has severely eroded
leaving the existing culvert outlet perched by approximately 3.5 feet. The banks of
the realigned channel are nearly vertical and consequently the channel is downgrading
and widening in order to re-establish a flood plain. The downgrading of the channel
has exposed 24" water main and 12" water supply lines. The new crossline pipes will
be realigned to match the current alignment of the charmel. Approximately 301inear
feet of the old channel will be filled and graded. Due to the severe downgrading of the
channel and the presence of the 24" water main, the outlet of the pipe will be perched.
NCDOT will line 10' feet of tbe channel with geotextile fabric and rip-rap to prevent
any further downgrading of the channel. The impact to aquatic life wi71 be minimal
since the inlet of the culvert connects to a man-made wet basin. See enclosed
pictures.
Restoration Within 15 working days of the of the pipe replacetr~ectt all cofferdams will be cntirely
Plan removed and natural stream contours will be restored and seeded. Terr~orary silt
screens placed in intermittent channels wfll be cleaned and removed following
vegetation establishment.
xLr = remrorcea concrete pipe; Giv1Y =Corrugated metal pipe; CMPA =Corrugated metal pipe azch;
* If needed.
Site (Station) 2 Map Status Shown on USGS topo and
soil survey
Existing RCP Proposed CMP
Diameter (in) 30" Diameter 54"
Length (ft) 67' Length 80'
Construction Dewatering
Method Low flow installation Devtce* sheet pile
Burial Depth lfoot substrate Sandy loam
Construction
Date January, 2008 Duration Pipe installation anticipated
at 1 week
Impacts (ft.) 13'-piped; 10'-rip-rap protection ;15'-temporary
Restoration Within 15 working days of the of the pipe replacement all cofferdams will be entirely
Plan removed and natural stream contours will be restored and seeded. Temporary silt
screens placed in intermittent channels will be cleaned and removed following
vegetation establishment.
x~r = remrorced concrete pipe; CNIP =Corrugated metal pipe; CMPA =Corrugated metal pipe azch;
* If needed.
MINIMIZATION INFORMATION
Impacts will be minimized by strict enforcement of Best Management Practices for the
protection of surface waters and wetlands, restrictions against the staging of equipment in
or adjacent to waters of the US, and coordination (including apre-construction meeting)
with the Division Environmental Officer.
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed
150 feet. No wetland impacts are anticipated. Buffer impacts are allowable for road
crossings that impact less than 1501inear feet or less than 1/3 of an acre.
If you have any questions or need any additional information, please contact Mr. Jamie
Guerrero at (252) 296-3530. Your time and effort are appreciated.
Sincerely,
Mr. ., .E.
Division Engineer, Division 4
cc: Mr. Jamie Guerrero, Division Environmental Officer
Mrs. Wendi O. Johnson, P.E. Division Construction Engineer
Mr. Bobby Lewis, P.E. Division Maintenance Engineer
~ff1Ce U3e Unly: Form Veisian March OS
USACE Action ID No. DWQ No.
(If any pazticulaz item is not applicable to this project, please enter 'TTot Applicable" or "N/A".}
I. Processing
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: NWP 14.33
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: ^
S. 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), cheek here: ^
II. Applicant Information
Owner/Applicant Information
Name: Mr R E Greene Jr , P E -Division Engineer
Mailing Address: North Carolina Department of Treat ,~Qortation /Division 4
P.O. Box 3165
Wilson NC 27895-3165
Telephone Number: (252) 237-6164 Fax Number: (252) 234-6174
E-mail Address: r>?reenena.dot.state.nc.us
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:_ Mr. Jamie Guerrero
Company Affiliation: NCDOT Division 4 Environmental Officer
Mailing Address: North Carolina Department of Transroortation /Division 4
P.O. Box 3165 __
Wilson. NC 27895-3165
Telephone Number:. (252) 296-3530 Fax Number: (2521237-6164
E-mail Address:_iguerreroCcr~,dot.state.nc.us
Updated 11/1/2005
Page 5 of 12
III. Project Information
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 azrow. 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 the 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 aze
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 1770 Sunset Avenue Rocky Mount NC
2. T.I.P. Project Number or State Project Number (NCDOT Only): MA04139
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Nash Nearest Town: Roc1cY Mount
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers/names, landmarks, etc.): Take US 64 West from
Rocky Mount Turn south on Sr 1603 (Old Carriage) Left on SR 1770 (Siinset Avenue)
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
sepazately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):. Site 1: 35.9714 °N 77.8953 °W
Site 2: 35.9696°N, 77.8849°W
6. Property size (acres): n/a
7. Name of nearest receiving body of water: UT to Stony Creek
8. River Basin:. Tar-Pamlico
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at h___p://h2o.enr.state nc us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Urban residential and commercial Agricultural field near
SR 1603.
Updated 11/1/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Road
grading. drama eg_. use. paving. and erosion control using heavy construction eauipment
backhoe, excavator. durrm truck, bulldozer, grader).
11. Explain the purpose of the proposed work: Widen SR 1770 to three lanes with curb and
gutter from SR 1603 to SR 1544.
1V. Prior Project History
If jurisdictional determinations and/or pernuts 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. On-Site Determination for Applicability,to the Tar-Pamlico River
Riparian Area Protection Rules. DWQ Project No. 07-0907 has determined that feature on west
side of SR 1667 (Frei hg t Rd.) is not subject to buffer rules. A commercial development has
recentl~tp~ed site so that draina¢e feature has been significantly altered
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.
n/a
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 perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream 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
wetland 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: For Site 1 -Replace exiting culvert
with a longer culvert on a new alignment to match existing stream alignment. For Site 2 -
Replace existing culvert with longer culvert.
Updated 11/1!2005
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but aze 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, mazsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
no Distance to
Nearest
Stream
'ear 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
Perennral or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
Site 1 UT to Stony Creek Pipe and Fill Intermittent 10 ft 41 0.009
Site 1 iJT to Stony Creek Permanent Fill Intermittent 10 ft 25 0.012
Site 2 UT to Stony Creek Pipe and Fill Intermitt~t 6 ft 13 0.002
Site 2 UT to Stony Creek Temporary Fill Intermittent 6 25 0.003
Total Stream Impact (by length and acreage) 104 0.026
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, Bred in , floodin ,drain e, 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
Site 1 Retention pond Pipe and Fill Man-made retention basin 0.003
Site 1 Retention pond Temporary Fill Man-made retention basin 0.006
Total Open Water Impact (acres) 0.009
Updated 11/1/2005
Page 8 of 12
6. List the cumulative irrmact to all Waters of the U. S. resultinsr from the proiect:
Stream I act acres : 0.026
Wetland I act acres : 0
en Water act acres : 0.009
Total I act to Waters of the U.S. acres 0.035
Total Stream I act linear feet : 104
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 USACE.
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/embankrnent, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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
techniques to be followed during construction to reduce impacts. No wetlands affected by the
protect.- Stream impacts _are_ limited to_extendinu existing culverts.. No staaina of construction
equipment will be allowed in or neaz wetlands or waters of the U. S. Strict enforcement of
sedimentation and .erosion control Best Manan eg merit Practices for. the protection. of wetlands
and surface waters will be enforced during project construction.
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.
Updated 11/1/2005
Page 9 of 12
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 streams; 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
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
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)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed
No mitigation is proposed.
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
(919) 715-0476 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 http://www.nceep.net/pages/inlieureplace.htm. 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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Updated 11/1/2005
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/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 aze not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-50$3 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or ether (please
identify Tar-Pamlico 1? Yes ® No ^
2. If `eyes", 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 multivliers.
*
Zone Impact
uare feet
Multiplier Required
Miti tion
1 6505 3 (2 for Catawba) n/a
2 2462 1.5 n/a
Total 8967
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 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. Activity classified as allowable. No
mitigation imposed.
Updated 1l/1/2005
Page 11 of 12
XI. Stormwater (required by DWQ)
Descrl`be 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. All appropriate best management practices for
sediment and erosion control wl'Il be implemented during construction activities.
XII. Sewage Disposal (required by DWQ)
Cleazly 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.
n/a
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact neazby downstream water quality? Yes ^ No
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://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufbciently 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).
See attached cover letter.
J~ ~
A ~ent's Si , tore Date
(Agent's signature is valid onl ` if an authorization letter from the applicant is provided)
Updated 11/12005
Page 12 of 12
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NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
~~(~~~~~°~ NASH COUNTY
MA04139R
~~~ SUNSET AVENUE SR 1770 FROM
_ SR 1603 TO SR 1544
NOT TO SCALE
DATE: 2-I-OS SHEET ! OF 5
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®MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
25 0 50
SCALE: I" = 50'
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
NASH COUNTY
MA04139R
SUNSET AVENUE SR 1770 FROM
SR 1603 TO SR 1544
DATE: 2-2-05
SHEET 4 OF S
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25 0 50
SCALE: I' = 50'
DATE: 2-2-05 SI
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Trrpo~ne'-USGS Nashville (NC) Topo Map
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USGS Nashville (NC) Quadrangle M=p
Projection is UTM Zone 18 NAD83 Datum G=-1.702
1 of 1 9/19/2007 10:14 AM
Ta~jbh~-USGS Nashville (NC) Topo Map
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