20080899 Ver 1_Application_20080602

May 22, 2008

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qe0 Science
hn(alagy, P. A.
"Practical Engr wering &
Environmental Solutions"
2050 Northpoint Drive • Suite A • Winston-Salem, NC 27106
Phone: [phone] • Fax: [phone]
e-mail: [e-mail]
Mr. John Thomas
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27586
Telephone [phone] (Ext. 25)
Mr. John Dorney
Division of Water Quality
NCDENR
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Telephone [phone]
0 0 8 0 0
p g,gVT-
SUN 2 2008
??DS?? '(ORMWA RBRAN?
RE: Preconstruction Notification Application
Nationwide Permit #29, Piping a Stream, Residential Property
Stream: Tar Branch
Winston-Salem, Forsyth County, NC
Our Project #08.135
Dear Mr. Thomas and Mr. Dorney:
On behalf of Tanners Park Townhome Owners Association ("TOA"), Geoscience & Technology,
P.A. (GeoSci) is pleased to submit the enclosed Preconstruction Notification Form (PCN) for
piping a 149 ft. section of an urban stream Winston-Salem, NC. The following text contains
additional information concerning the proposed project. Where the information pertains to specific
items in the PCN, the PCN section numbers are used.

' Background

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The TOA community is designated as Forsyth County Tax Block 6232 Lot 009K. It is located
between South Marshall Street and Poplar Street, with entrances from each of these streets. It is
south of Wachovia Street and north of Academy Street. The adjoining property to the north,
Block 6406, Lot 402, is owned by Tar Branch Investors, LLC ("TBI"). Tar Branch runs through
both properties, in a generally south-south-east direction. In the last year, the storm water flash
runoff has caused severe erosion on the outside of a curve, which happens to be at the foot of a
40 ft. bank. The erosion threatens several homes built at the top of the bank. TOA has retained
GeoSci for engineering and environmental consulting services related to the erosion problem. A
letter appointing us as Authorized Agents is attached.
Tar Branch is marked on the US Geodetic Survey Quadrant maps with a solid blue line. It passes
under a bridge at Wachovia Street, crosses the TBI property and part of the TOA property, then
400 ft. downstream from Wachovia Street bridge it enters a 96-in. corrugated metal pipe that
passes under part of the TOA property and thence under South Marshall Street. The total length
of pipe under TOA property and other underground conveyance under Marshall Street is
approximately 700 ft. Approximately 3,000 ft. after re-emerging, Tar Branch discharges into
Salem Creek.
The catchment area upstream is predominantly impermeable, being part of center city Winston-
Salem. The storm runoff is very "flashy". Base flow is only a few inches deep, while 10-yr. stage
is estimated at about 9 ft. A storm on May 7, 2008, eroded an additional 5-6 ft., measured
horizontally, of the toe of the 40 ft. bank, bringing the upper intersection of the slip surface and
the existing slope many feet closer to the houses on top of the slope.
The stretch of the most severe erosion is on both TBI and TOA properties, between Wachovia
Street and the headwall of the existing 96 in. pipe. This zone begins approximately 250 ft. south
of Wachovia Street, and ends approximately 150 ft. downstream, at the headwall of the existing
96-in. pipe. The site is marked on the Location Map on Sheet 1. The TOA is most immediately at
risk from this erosion, so they are applying for the permit, for the sake of speed. They will, of
course, obtain access and construction easements from TBI.
The west bank of the stream was filled at some stage of the development of the area. The top of
' the bank is approximately 40 ft. above stream invert, at a slope nearly 1:1. The stream is deeply
incised, so there is no room for traditional stream rehabilitation approaches.
' Our proposal is to pipe 149 ft of the stream, immediately upstream from the existing 96 in.
CMP.
' It appears that Nationwide Permit #29 for piping a stream may apply to this project. Based on
GeoSci's conversation with Mr. Thomas, it appears that the project is within the scope of and
' meets the criteria for this permit.

We request the corresponding General Certification from NC DWQ. We understand that the NC
DWQ Authorization Number that applies is 3705.
Hydrologic Conditions
Tar Branch is not in a floodplain. A study by HDR Engineering, Inc. of the Carolinas, titled
Upper Salem Creek Master Plan, Final Report, shows the estimated runoff at the beginning of
the 96 in. pipe, for selected storms. Allowing for possible further development and improved
hydraulic conditions, they forecast a small increase in flood stages. The downtown area is almost
completely developed, and there is a revised storm ordinance being considered by the City
Council that would limit impact of development and redevelopment in this area.
The study gives the following estimates for flow and depth at the entrance to the pipe':
Description 10- r 25- r 50- r 100- r
2000 peak flow, cfs 332 371 422 486
2020 peak flow, cfs 334 372 423 488
2000 and 2020 Land Use, Max. Stage, ft. 8.8 9.6 10.6 11.9
2020 Land Use, with improved hydraulic
conditions, Max. Stage, ft. 9.1 9.9 10.9 12
Project Description PCN §111. 10)
Proposed construction details are indicated on Sheets It and 2. The proposed project consists of:
1) Installing a temporary construction driveway and access road from Wachovia Street.
2) Installing a temporary cofferdam to allow pump-around.
3) Cleanup of streambed along pipe alignment.
4) Placing pipe bed.
5) Placing Pipe.
6) Constructing junction box and headwalls.
' 7) Backfilling around and over pipe, with final grading to planned grades.
8) Removing temporary measures, e.g. coffer dam, temporary ramps and roads.
9) Applying a layer of topsoil, turf reinforcement mat and seed.
' The project is described on the attached Sheets S 1 and S2. Sheet 1 contains a small-scale plan of
the surrounding area, showing topography and physical features, downloaded from the Forsyth
' County GIS.
' 'The study's label "Tanner's Run Trib. RB" does not agree with maps. The tributary so labeled appears to be what
is shown as "Tar Branch" on the maps. In the study, the point of entry into the existing 96 in. pipe is node R1335

r Schedule
' The project will be submitted to the City Council of Winston-Salem for funding help, at the first
Council meeting in June. It will take a few days for mobilization. Construction may begin in July.
Stream Impacts (M.3)
' Under the proposed construction, approximately 149 linear ft. of the stream will be permanently
impacted and approximately 50 additional ft. will be temporarily impacted during construction. The
149 ft. of impact consists of nominally 10 ft for the junction box with the existing pipe, 136.5 ft. of
pipe and 2.5 ft. for the flare of the wing walls. These lengths are measured along the mapped
centerline of the stream.
' Impact Justification (Avoidance and Minimization) VII:
Leaving the stream as it is will allow hundreds of tons of sediment to be washed downstream and
' will inevitably lead to the loss of several homes at the top of the western bank, perhaps in the next
major storm. The 1:1 slope has questionable long-term stability. The considered opinion of the City
Storm Water staff and the writer is that eventually, a structural solution will be required.
' The stream is deeply incised, with no room for measures that include benching. The steepness of
the slope of the west bank cannot be reduced without condemning several houses. The east bank is
bordered by a parking lot, in a densely developed residential area with no space to relocate the
' parking.

A proposal to install armoring for interim stabilization of the stream bank was considered and
rejected for the following reasons:
1) The topography dictates that the work be done in the stream. This means pump-around and
building a ramp into the stream. It also means working from the bottom up, trying to place fill
with a long reach track hoe, and having a limited space for mechanical compaction of the fill.
Many of these mobilization expenses are the same as for a more permanent solution.
2) The cost estimates for interim protection in the form of a riprap blanket are actually higher than
the estimates for "permanent" piping.
The 149 ft. impact just covers the zone of greatest erosion, while tying in to the existing pipe. Any
less than 149 ft., and the 40 ft. high bank will remain vulnerable.
Submittal

The original and one (1) copy of this application are enclosed for the Corps of Engineers. Seven (7)
copies are enclosed for the Division of Water Quality. A check made payable to the NC Division of
Water Quality for the application fee of $240.00 is attached to the cover page of one copy of the
application sent to the NC DWQ.
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' Please let us know if you have any questions or require further information with regards to this
application.
With best regards,
' GEOS CE AND TECI QL:C
SEAL,
Carl von enbu 024697
Senior Civil Engineer
pw O?
enclosures: PCN forms
Original and one (1) copy to John Thomas, COE
Seven (7) copies to John Dorney, DWQ
Authorized Agent letter
' attachments: Check for $240.00 application fee attached to one copy sent to NC DWQ
' cc: w/att. Sue Homewood, Winston-Salem Regional Office, NC DWQ
Keith Huff, PE, Storm Water Director, City of Winston-Salem
Robby Stone, PE, Streets Director, City of Winston-Salem
' Jeff Kopf, Erosion Control, Flood Plain Manager, Winston-Salem/Forsyth Co.
Dr. Arnold Nelson, Tanners Run TOA_

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PCN Application Forms
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Board of Directors
Tanner's Park Townhomes Owners Association
May 22, 2008
Mr. Carl von Isenburg
GeoScience & Technology, P.A.
2050 Northpoint Drive
Suite A
Winston-Salem, NC 27106
Dear Mr. von Isenburg:
This letter is verification that the Tanner's Park Townhomes Association
assigns you as our authorized agent for the purpose of correcting the erosion
problem at Tanner's Park.
Sincerely yours,
a4z.,? '9.
Alice W. Revelle, President

Office Use Only: Form Version March 05
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USACE Action ID No. DWQ No. l
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1 1.

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
Q 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
29
' 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. s twenty coastal counties (listed on page
If your project is located in any of North Carolina
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: nn??/]7
II. Applicant Information
JUN 2 2008
1. Owner/Applicant Information
Name: Tanners Park Townhome Owners Association f1FNG _1Jli?Fk fulA;1
' Mailing Address: 525 Tanners Park Court WETLANDS AND STORMWATER BRANCH
Winston-Salem, NC 27101

' Telephone Number: 336-631-9420 Fax Number:
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: Carl von Isenburg
' Company Affiliation: Geoscience & Technolocty, P.A.
Mailing Address: 2050 Northpoint Drive, Suite A
Winston-Salem, NC 27106

Telephone Number: 336-896-1300 Fax Number: 336-896-1020
E-mail Address: [e-mail]
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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 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 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 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: Pipe in Tar Branch Stream
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 6835-13-4576
4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): south on Marshall st.,
right on Marshall View Ct., bear right to end of street.
' 5. 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): 36.0891 °N 80.2476 °W
' 6. Property size (acres): 1.71
7. Name of nearest receiving body of water: Salem Creek
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River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
' River Basin map is available at http://h2o.enr.state.nc.us/admin/m4ps/.)
9. Describe the existing conditions on the site and eneral land use in the vicinity of the project
at the time of this application: Common area op condominium complex in city
' center. Includes deeply incised ravine and some tended lawns.
Construct temporary coffer dam for "pump around". Construct access road
to stream bank, ramp into stream bed. Prepare bed for pipe; place
' pipe; construct junction box and headwalls; backfill, seed.
Remove temporary measures.
' Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Tracked & wheeled equipment and compaction equipment; gas-powered pump
will be used.
11. Explain the purpose of the proposed work: To prevent further erosion of
40-ft high bank. Several houses are threatened.
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 fixture 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.
No
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: 149 feet of stream
will be permanently piped with 96-inch diameter CMP. A further 50 feet
will be impacted temporarily for access & temporary coffer dam.

Page 7 of 12

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
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

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- multinly length X width- then divide by 41 'SAO
Stream Impact
Number
indicate on map)
Stream Name
Type of impact
I Perennial or

intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 Tar Branch Pipe P 10 Ft. 149 .003
2 Tar Branch Temp. access P 10 Ft. 50 .001

Total Stream Impact (by length and acreage) 199
. 0 0 4
' 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)
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6. List the cumulative impact to all Waters of the U.S. resultine from the nroiect:
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres) .004
Total Stream Impact (linear feet): 199
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ?x 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/embankment, 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. steep (1:1), High (40-ft.)
bank is inherently unstable: deeply incised. And the proximity of structures
' restricts or eliminates most other options.
' 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.
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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, available at
htlp://h2o.enr.state.nc.us/ncwetlands/strmgide.httnl.
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)
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.
N/A
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 http://h2o.enr.state.nc.us/wrp/index.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): N/A
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):
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IX. Environmental Documentation (required by DWQ)
' 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ?x 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 x?
' 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.
' 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 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 multinliers_
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Zone* I Impact
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2
Total
* Zone 1 extends out 30 feet perpendiet
additional 20 feet from the edge of Zone 1.
Multiplier
3 (2 for Catawba)
1.5
the top of the near bank
Required
Zone 2 extends an
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. N/A
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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.
No change
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.
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 n
Is this an after-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 nearby 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:
This project is solely intended to limit erosion at this site.
It should cause no further 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).
Apph t/Agent'!
(Agent's signature is valid
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an authorization letter from the applicant is provided.)
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Sheets 1 and 2