20080131 Ver 1_401 Application_20080108

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January 14, 2008
Ms. Laurie Dennison
North Carolina Department of Environment
and Natural Resources (NC-DWQ)
Division of Water Quality
401 /Wetland Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Preconstruction Notification Application Form for
Streambank Stabilization at:
6320 Bayswater Trail, Raleigh, NC 27612
Dear Ms. Dennison:
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Please find enclosed seven copies of a completed "Preconstruction Notification Application
Form" for the referenced project. I am submitting one copy of this application concurrently to
Mr. Monte Mathews with the United States Army Corps of Engineers.
This stream stabilization project impacts less than 500 linear feet and meets the criteria
established under the US Army Corps Nation wide (NWP 13) Permit. This stream is subject to
the Neuse River Riparian Area Protection Rules and the proposed stabilization activities are not
exempt under Neuse Riparian Buffer Protection Rules -Rule .0233 (15A NCAC 2B.0233).
Therefore written concurrence from NC-DWQ is sought per conditions established in Condition 6
under NC-DWQ's General Permit - GC3495.
Thank you for your assistance in processing this application. If I may answer any questions
concerning the application, please contact me at [phone].
Sincere y
Sheila Thomas-Ambat----~~
Stormwater Project Engineer
STA/
Enclosures
cc: Mr. Monte K. Matthews
OFFICES 222 WEST HARGETT STREET POST OFFICE BOX 590 RALEIGH, NORTH CAROLINA 27602
RECYCLED PAPER

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January 14, 2008
Mr. Monte K. Matthews
Raleigh Regulatory Field Office
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Re: Preconstruction Notification Application Form for
Streambank Stabilization at:
6320 Bayswater Trail, Raleigh, NC 27612
Dear Mr. Matthews:
Please find enclosed one copy of a completed "Preconstruction Notification Application Form"
for the referenced project. This stream stabilization project impacts less than 500 linear feet and
meets the criteria established under the L1S Army Corps Nation Wide (NWP l3) Permit.
I am submitting seven copies of this application concurrently to Ms. Laurie Dennison with the
North Carolina Department of Environment and Natural Resources, Division of Water Quality,
401 Wetlands Unit.
Thank you for your assistance in processing this application. if 1 may answer any questions
concerning the apphCatinn rn,IPaCP Contart rpe at [phone].
Sincerely,
,., r-
Sheila Thomas-Am at ~~=- `°
Stormwater Project Engineer
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OFFICES 222 WEST HARGE77~ STRC~T POST OFFICC SOX 590 RALEIGFL NORTH CAROLINA 27602
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Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(tt any particular -tem is not applicable to this project, please enter "Not 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 13
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 >~.~e r;~ ~,,~-y
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II. Applicant Information ~~ ~~..UJ
~,!~N 1 ~~ 2003
1. Owner/Applicant Information
Name: Mr. Carl R. Dawson Jr. P.E. ~~r,,~, ' ,~F.~c~un~ r~
1~r6 ~ ba : y 3 'r~tt ;, r 12^R~' ~aTtk `R ~ ~;1:~:
Mailing Address: City of Raleigh Public Works Department
222 West Hargett Street
P.O. Box 590
Raleigh, North Carolina 27602
Telephone Number: 919-890-3030 Fax Number: 919-890-3832
E-mail Address: carl.dawson(a?ci.ralei~h.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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 14

t
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: 6320 Bayswater Trail Stream Repairs/Stabilization
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0797210128
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From downtown Raleigh
take Glenwood Avenue traveling north. Take a right (north) onto Creedmoor Road. Take a
left (west) onto Lynn Road.. Take the first left onto Battleford Drive. Take the second right
onto Bayswater Trail and 6320 is at the fifth driveway on the right. Park in front of the house
and walk to the end of the driveway, through the fence gate into the backyard, across the
backyard and out the fence ag to opposite the house. The project site is a sixty five foot
section of stream along the northwestern end of the property and is bounded by the property
lines on both ends.
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): The upstream project limit coordinates are
35.868808 N and 78.689732 W and the downstream~roiect limit coordinates are 35.868941
N and 78.689619 W.
6. Property size (acres): 0.52 acres
7. Name of nearest receiving body of water: The project is located on a tributary
approximately 3000 feet above its function with Hare Snipe Creek. Hare Snipe Creek flows
Page 6 of 14

into Crabtree Creek on the south side of Glenwood Avenue approximately 2000 feet
northwest of Crabtree Valley Mall and 9000 feet south of the project site
8. River Basin: Neuse 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/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The general land use is single-family residential housin in a
development off of Lynn Road, west of Creedmoor Road and east of Leesville Road The
project begins approximately 880 feet downstream from the stream's crossin under
Gainsborou~h Drive. The 65 foot length of the project is located lust inside of the
northwestern boundary of the 6320 Bayswater Trail parcel. The existing channel is slightly
incised and erosion is occurring on both sides which is made apparent from the exposed roots
on the right bank and the vertical wall with lack of vegetation on the left bank Some r~rap
was installed some time in the past at the downstream end of the project There is also debris
in parts of the stream including downed trees at the upper middle and lower portions of the
stream section as well as a large root that is just outside the downstream project boundary
10. Describe the overall project in detail, including the type of equipment to be used: The
project is primarily a bank stabilization project on the eastern side (i e the left side) of the
stream to prevent additional sediment loss from the banks during storm events The project
will stabilize the existinP banks by decreasin the slope and establishin vegetation for long
term stability. A total bank length of 65 feet will be cut back at a 2.1 slope starting from the
toe of the. stream. Filter fabric mattin and riprap (Class 2 32") will be installed alon this
bank from the toe to the bankfull elevation. The stream bankfull elevation was established
by collecting cross sections and longitudinal data and by using data from the Battleford
Petition Project site located immediately upstream (DWQ Project # 07-1836) Cross sections
were created at both of the property line boundaries and two more in the middle of the
enhancement section. The cross sectional data along with an assumed bankfull height from
visual inspection in the field provided a cross sectional area and hydraulic radius The stream
slope was determined to be 0.009 ft/ft based upon the water surface elevation in the riffles
from the IonQitudinal profile. The stream classifies as a gravel bed stream The approximate
bankfull discharge for the stream was determined to be between 520 and 670 cfs The
averaPe width to depth ratio for the stream is 5 and the entrenchment ratio is approximately
23. The stream classifies as an "E4" gavel bed stream The equipment to be used on site
will be a combination of a dump truck and a small light pressure rubber tracked backhoe
11. Explain the purpose of the proposed work: The purpose of the work is to reduce the erosion
occurrinP on the east bank of the stream and to decrease the sediment load currently being
deposited into the stream.
IV. Prior Project History
Page 7 of 14

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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. None
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.
None
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: Approximately 65 linear feet of
the eastern bank of the channel will be stabilized b~ping_the channel bank and installing
riprap to bankfull elevation for erosion protection. The streambank above the bankfull
elevation will be stabilized with ve etation.
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 Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
Page 8 of 14

None 0.00
Total Wetland Impact (acres) 0.00
3. List the total acreage (estimated) of all existing wetlands on the property: None
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 he included. To calculate acreai?e. multiply leneth X width. then divide by 43.560.
Stream Impact

Number
(indicate on map)

Stream Name
Type of
Impact
Perennial or
Intermittent? Average

Stream Width
Before Im act Impact

Length
(linear feet) Area of

Impact
(acres)
S-1 UT to Hare Snipe Creek Riprap
stabilization perennial 17* 65 0.014**

Total Stream Impact (by length and acreage) 6S 0.014**
* fhe average stream width before impact is measured between the top oT bank on both sides of the stream and an average is found over
the impact length.
** The area of impact is calculated by multiplying the average width of bank stabilization (9.4ft) by the impact length (65ft) and then
dividing by 43,560 [o get the area in acres. The average stream width before impact is not used because this project is only modifying
one bank of the stream.
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, dred~in>?, flooding, drainas?e, bulkheads, etc.
Open Water Impact
Site Number

(indicate on ma)
Name of Waterbody
(if applicable)
T e of Im act
yp p Type of Waterbody
lake, ond, estua
( P ry, sound, bay,
ocean, etc.) Area of

Impact
(acres)
None 0.00

Total Open Water Impact (acres) 0.00
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.014
Page 9 of 14

Wetland Impact (acres): None
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) 0.014
Total Stream Impact (linear feet): 65
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/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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. The proposed improvements
are necessarLprevent future erosion of the eastern bank of the existing stream and sediment
discharPe into the stream The proposed improvements will provide for stability of the stream
bank throuPh slope reconfiPuration and revegetation. Standard protection measures will be used
during construction to minimize erosion and off-site sedimentation in accordance with the
"North Carolina Erosion and Sediment Control Planning and Design Manual" prepared by the
North Carolina Department of Environment and Natural Resources
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.
Page 10 of 14

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
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
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.
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): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Page 1 1 of 14

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
X.
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 ^
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), I SA 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 multipliers.
*
Zone Impact
Multiplier Required
(square feet) Miti ation
1 2200 3 (2 for Catawba) None
2 800 1.5 None
Total I 3000 I I N/A
* 7,one 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 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. The impacts in zone 1 will be a total of
2200 square feet in which the top of the existinP bank will be sloped back into the existing
buffer. Of this total area, 1700 square feet is the construction area which is currentl, either
not maintained (dirt and leaves) or grass with some trees and these areas after construction
will be returned to their natural conditions similar to the preconstruction conditions. The
stream bank stabilization will require the removal of the existinP trees within the buffers
Page 12 of 14

indicated on the plans. The stream banks impacted by the construction equipment will be re-
vegetated after construction. The impact to zone 2 is 800 square feet of construction access
consisting of brass/lawn connecting to zone 1. The impact to the grassy areas in both zones 1
and 2 will be temporary and the areas will be returned to their natural conditions similar to
the prec_o_nstruction conditions.
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. Existing impervious acreage includes the
driveway and the house on the property. These features account for approximately 19% of the
total property acreage of 0.52 acres. No additional impervious surfaces are to be constructed.
Erosion and sediment control measures, such as silt fencing will be used during construction to
minimize the potential for off-site sedimentation during construction activities.
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.
No wastewater will be generated from this project.
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 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 will stabilize an existing stream in an established residential neighborhood. No other
development is anticipated in the vicinity of the project.
XV. Other Circumstances (Optional):
Page 13 of 14

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).

~Z' [7
Applicant/Agent's Sig>~ture ~~~ ~t~jj~' ~ ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14

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Left Bank at Upper End of Project, Looking Downstream
Left Bank at Lower End of Project, Looking Downstream

Left Bank at Lower End of Project, Looking Upstream
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Raleigh West Quadrangle, North Carolina -Wake County
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