20061739 Ver 1_401 Application_20061106

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^ ~ ^ Kimley-Horn
~ and Associates, Inc,
20061738
November 1, 2006
Ms. Tracy Wheeler
Washington Regulatory Field Office
United States Army Corps of Engineers
107 Union Drive, Suite 202,
Washington, NC 27889
f'~CEIVEC~
FlL f'~`~'Y
Re: Stoney Creek Park
City of Goldsboro
Wayne County, NC
;;
Dear Ms. Wheeler:
Attached is a Nationwide Permit 27 application for the Stoney Creek Park project
in the City of Goldsboro. The permit application is prepared per our project
discussions and field reviews.
Please g-ve me a call at [phone] should you have any questions or need
additional information regarding the application or supporting documentation.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, 1NC.
^
P.O. Box 33068
Raleigh, North Carolina
27636-3068

Chad Evenhouse, PWS 0 ~~
O V 3 - 2006
Cc: Neil Bartlett, Ci of Goldsboro t)~Ny WgrER
ty ~~sr , auaurv
Cyndi Karoly, NCDENR Division of Water Quality ORMW~~RB~y
Nov
^
TEL [phone]
FAX [phone]

Office Use Only: Form Version March OS
20061739
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
r-.. .. q .- ..
I. Processing `
r.~.~EIV~L
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 27
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: ^
II. Applicant Information ~ ~ ~ 15 0 V ~ D
1. Owner/Applicant Information NOV 3 -- 2006
Name: Neil Bartlett• Director Recreation and Parks
Mailing Address: City of Goldsboro wETIANDSANpSTORMYVATtrpp(~H
903 East Ash Street
Goldsboro NC 27530
Telephone Number: 919-739-7480 Fax Number: 919-734-6201
E-mail Address: Neil Bartlett [nbartlett cr,ci.goldsboro.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: Chad Evenhouse PWS
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: 3001 Weston Parkway
Cary, NC 27513
Telephone Number: 919-677-2121 Fax Number: 919-677-2050
E-mail Address: chad.evenhouse(a,kimley-horn.com
Updated 11/1/2005
Page 5 of 21

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: Stoney Creek Park
2. T.LP. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN):
4. Location
County: Wayne Nearest Town: Goldsboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): The site is located near
downtown Goldsboro adjacent (south) to East Ash Street (US 70 Business) between Stoney
Creek Lane and Randolph Street adjacent to Stoney Creek (See the attached site figures).
Directions to the site are: Take I-40 East to Exit 306, US 70 East towards Goldsboro. US 70
East becomes US 70 BS/North George Street. Turn right onto US 70 BR/North George
Street. Turn left onto East Ash Street. The park is on the ri hg t adjacent to Stoney Creek.
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): 35.375878 °N 77.962532 °W
6. Property size (acres): ~ 25 acres
7. Name of nearest receiving body of water: Stoney Creek
8. River Basin: Neuse
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is maintained rg_ ass open space with many mature
Updated 11/1/2005
Page 6 of 21

hardwoods. The proposed park site is mostly comprised of properties obtained by the City
through a FEMA buy_ -out pro>;ram to remove residences from the Stoney Creek floodplain.
The western portion of the site was until recently a residential nei h~borhood, and dirt roads
still are present from the previous nei hborhood.
10. Describe the overall project in detail, including the type of equipment to be used: A park is
proposed for the site which will include a ~4-acre pond as the key recreational amenity. It is
intended that the existing wetlands will be incorporated into the park design. Attached is a
conceptual rendering of the park which has been presented to and approved by neighborhood
representatives. The activity to occur within the wetlands will be limited to the excavation of
the pond itself using lame mechanized equipment. No other wetland impacts associated with
the park are anticipated. There are proposed trails around and through the wetland areas,
however these will likely be natural trails (without fill) or above grade boardwalks.
rem ay trails aesthetic gardens, outdoor cultural area, and disc golf course. The proposed
entrance to the park is located off Ash Street and will lead to the parking areas and restrooms.
All of the out parcels do not have construction plans thus far. The most current Stone C
Master Plan is attached to this application and shows the intent of the park design. Note that
the trails reenway and stream improvements are to be determined pending the stream
restoration design of Stoney Creek (shown as areas "D" and "G"). It is intended that the
conceptual trails through the wetlands shown in the rendering will not require fill, or will
utilize boardwalks to avoid additional wetland impacts. The footprint limit of the pond is
assumed to be construction limit for excavation of the pond. The final design will require
that the contractor work outside the jurisdictional wetlands limits except for the permitted
impacted area within the pond construction limits.
11. Explain the purpose of the proposed work: The project will provide a recreation and
aesthetic amenity for the urban community. A component of the project will be the
restoration and enhancement of aquatic functions within the park area through the creation of
the open water and associated restoration/enhancement of emergent and bottomland
hardwood wetlands. The site exists within the 100-year floodplain, however, no above rg ade
fills are anticipated for the construction of the pond (excavation only).
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 USAGE 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. Apre-application site visit was conducted with the USACE on February
8 2006• a field wetland delineation was conducted by Kimley-Horn and Associates in March
2006 and a site visit and review was conducted by the USACE on May 24, 2006. Field forms,
and sub-meter GPS survey of the jurisdictional areas were provided to the USACE at the field
review and a Notification of Jurisdictional Determination was signed by the USAGE on June 22,
Updated 11/1/2005
Page 7 of 21

2006. The USACE ORM ID is SAW-2006-32813-196. The City of Goldsboro prepared a
protect area survey includin~he jurisdictional wetland boundaries and is attached to this
application.
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.
No additional permit requests are anticipated for this project. However, it is anticipated that the
restoration of Stoney Creek, a separate project adiacent to the park area will be presented to the
agencies for permitting in 2007.
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.
Provide a written description of the proposed impacts: The proposed impacts will
occur through excavation only within the construction limits of the pond. The spillway/outlet
will be built in uplands and will not include above grade fills in the floodplain. Since the
elevation of the down slope sewer line is unknown at this time the design for the outlet is
conceptual. It is anticipated that the outlet will be an excavated wetland swale with grade
control structures, and will be incorporated into the design of the stream restoration of Stoney
Creek at a later time. The outlet swale will provide for additional wetland restoration•
however this area has not been included in this application as the desiPn and total area are to
be determined.
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)
( es/no) (linear feet)

A Excavation Herbaceous, few mixed Yes 500 LF 0
205
hardwoods .
Updated ll/U200>
Page 8 of 21

r
few mixed
Herbaceous
B Excavation ,
hardwoods yes 500 LF 0.036
Herbaceous
few mixed
C Excavation ,
hardwoods yes 400 LF 0.065
Herbaceous, few mixed
D Excavation yes 400 LF 0.051
hardwoods
Total Wetland Impact (acres) 0.356
3. List the total acreage (estimated) of all existing wetlands on the property: 2.782
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 Im act Impact
Length
(linear feet) Area of
Impact
(acres)

NA
Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlaritic
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
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

NA
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0
Wetland Impact (acres): 0.356
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.356
Total Stream Impact (linear feet): 0
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.
Updated 11/1/2005
Page 9 of 21

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.): Excavation only
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): aesthetic, recreation fishing, wildlife
Current land use in the vicinity of the pond: maintained open space, demolished residential
Size of watershed draining to pond: 83.03 acres Expected pond surface area: 3.87 acres
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 initial Stoney Creek Park plan called for the pond
to be lamer and impact most of the wetland area within the park. This was revised based on USACE
comments and further field review to determine jurisdictional wetlands boundaries. The modified plan
re-sized and configured the pond to avoid wetlands to the maximum extent practical by moving_portions
of the pond upslope and centering the pond on the abandoned neighborhood road beds and ditches. The
area of the pond constrained between the two wetlands was limited to the minimum width allowable to
support the aquatic functions (depth) and stable slopes below the water surface. This accounts for the
unavoidable impacts to existing wetlands.
The proposed plan has been designed to enhance the overall function of the existing wetlands within the
project site. Conditions for the use of nationwide permit 27 include the following limitin>~ statement:
"This NWP does not authorize the conversion of natural wetlands to another aquatic use, such as the
creation of waterfowl impoundments where a forested wetland previously existed. However, this NWP
authorizes the relocation of non-tidal waters, includins; non-tidal wetlands, on the project site provided
there are net gains in aquatic resource functions and values." We believe that the project is in
compliance with this condition. The wetland areas proposed to be impacted as a result on creation of the
pond total 0.365 acre. The function of these wetlands is currently impaired b~regular maintenance
mowing conducted b ty he city. Furthermore, the pond was designed to avoid and minimize impacts to
the wetlands as much as possible - 2.426 acres of wetland will be preserved. In fact, with the addition of
adjacent open water, we believe that the habitat and h dry olo~y functions of the existing wetland areas
will be enhanced.
In addition to the creation of the open water habitat, the plan would result in the restoration of 0.307 acre
of wetland adjacent to the existing wetland, as shown on Attachment 3 entitled "Wetland Impact &
Restoration Exhibit". The proiect also calls for the creation of littoral wetland fringes around the edge
Updated 11/1/2005
Page 10 of 21

of the pond and may include the addition of emergent or forested wetlands along the outlet of the pond.
These areas have not been shown on the plan though as they would be designed during construction of
the project In summary the overall intent of the project is to provide for the development of a city
park but in a manner that enhances the functions and values of the existing wetlands. As such, we
believe this project is eligible for authorization under NWP 27.
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 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.em•.state.nc.us/ncwetlands/strm~ide.html.
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.
The site is considered to be restoration and enhancement to the aquatic environment within
the proposed park area through the creation of the open water, restoration of adjacent areas
containing hydric soils, and enhancement of avoided wetlands. The restoration and
enhancement measures will be accomplished in areas adjacent to the pond through re_
planting, vegetation management, and the supplemental hydrologyprovided by the pond.
The project is not~roposed as mitigation for other wetland or stream impacts and is
considered as providing on-site mitigation for the necessary impacts associated with the
Updated 11/1/2005
Page 11 of 21

construction of the pond. The urban watershed above the park currently routes storm flows
through the storm sewer system and directly discharges to Stoney Creek. The construction of
the pond will capture this flow to hydrate the pond and associated wetlands areas. It is not
intended that the pond provide detention, storage or treatment for these storm flows, however
the additional hydrology will improve the aquatic function of the pond and wetlands in the
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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) 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 aNEPA/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.
Updated 11/1/2005
Page 12 of 21

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 multipliers.
* Impact Required
Zone , ~,,,,_ F ,~ Multiplier T,r;*;~„*;~~
3 (2 for Catawba)
1.5
Total I ~ ~
* Zone 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. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwatpr
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 park project does not propose to increase impervious surface area. The existing
drainage of the abandoned road beds and roadside drainage ditches will be removed through development
of the park and~arking_areas will incomeorate pervious~aving materials Therefore it is likely that the
conveyance of Stormwater flow through the site will be reduced throu~~h the implementation of the park
project A g_reenway is proposed along the existing, sewer easement• however this design element will be
evaluated once the stream restoration design is completed for Stoney Creek adjacent to the park area.
Please review the attached Stoney Creek Park Master Plan which is the most recent conceptual plan that
has been improved by the City and neighborhood The Master Plan shows the intent of the park and pond
desi~n• however note that the trails reg enwaX, and stream restoration components ("D" and "G") are
likely to change pending the stream restoration design
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.
Wastewater will be removed from the park site and treated via the existing City of Goldsboro
sanitary sewer system through the property
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Updated 11/1/2005
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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:
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).
There are no known threatened or endan e~pecies within the project area, and the area does
not contain a~~ropriate habitat for threatened and endan erg ed species within the proposed
construction area.
The Stoney Creek Park Master Plan (Attachment 4) shows other areas of potential impact to
jurisdictional wetlands (i.e. mulch trails and improvements to Stoney Creek). These elements
were included in the conceptual rendering for the purpose of presenting the project to the up blic.
These elements are not included in this permit application, and will be addressed appropriately
(i.e. avoidance minimization) through the design process. Also, appropriate permitting
measures i.e. NWP 27 for the stream restoration of Stoney Creek) will be taken for andpotential
impacts identified in future site planning and design.
It is anticipated that the design of the park area will be completed in early 2007 with construction
beginning in 2007 as well.
// / o~
Applicant/Agent's Signature ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
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1
Supporting Documentation
Attachment 1: Site Figures
• Figure 1: Project Area Boundary Aerial Photograph
• Figure 2: USGS Topographic Map
• Figure 3: Wayne County Soil Survey
Attachment 2: Project Area Boundary Survey
Attachment 3: Stoney Creek Park Wetland Impact & Restoration
Exhibit
a Attachment 4: Stoney Creek Master Plan a
Attachment 5: Stoney Creek Park Pond Design
• Hydraulic Calculations
• Figure 1: Site Plan Exhibit
• Figure 2: Site Plan Exhibit Details
Attachment 6: N.C. Floodplain Mapping Information System
Stoney Creek Floodplain Map

Attachment 1: Site Figures

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Stoney Creek Park
<,t '~~<~J,~, Project City of Goldsboro

.' Wayne County, North Carolina
Date Project Number Figure
~~ 10/18/06 011746011 2
Prepared by Anna Reusche [ ~°r, r.~~nn"
on raA ales irc.

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Title Wayne County Soil Survey
Stoney Creek Park
Project City of Goldsboro
Wayne County, North Carolina
Date
0/ 18/06
SSURGO Soils Wa ne Coun , NC
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L L nchbur sand loam
Ra Rains sand loam
To Torhunta loam
* All site soils exhibit hydric characteristics
Project Number Figure
011746011 3
Prepared by Anna Reusche [ ~,1 xn+er+w"
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Attachment 2: Project Area Boundary Survey

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Attachment 3: Stoney Creek Park Wetland Impact & Restoration
Exhibit

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LIMITS OF PON
TABLE
IMPACTED AREAS ACRES
A 0.205 AC
B 0.036 AC
C 0.065 AC
D 0.051 AC
TOTAL 0.356 AC
RESTORATION AREAS ACRES
E 0.039 AC
F 0.095 AC
G 0.069 AC
H 0.040 AC
0.005 AC
J 0.059 AC
TOTAL 0.307 AC
PRUECT:
STONEY CREEK PARK
nns:
WETLAND IMPACT 8~ RESTORATION EXHIBIT
~ qsh srR
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WETLANDS
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~ and Associates, Inc.
~,aeacaoe~-R~tNaRmcwa~- flees~eoe~
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Attachment 4: Stoney Creek Master Plan

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Attachment 5: Stoney Creek Park Pond Design
• Hydraulic Calculations
• Figure 1: Site Plan Exhibit
• Figure 2: Site Plan Exhibit Details

~.
/ ~ ~ Kimley-Hom
\ ~ . and Assoaates, Inc.
Project Information
STONEY CREEK PARK POND DESIGN
Project Name:
KHA Project #:
Designed by:
Checked by:
Stoney Creek Park
011746012
ECH Date: 9/29/2006
Date:
Site Information
Sub Area Location: On Site
Drainage Area (DA) = 83.03 Acres
Impervious Area (IA) = 41.52 Acres
Percent Impervious (I) = 50% % (Drainage Area)
Emergency Spillway
Runoff Coefficient (C) = 0.50
Rainfall Intensity (125) = 4.33 in/hr
Drainage Area = 83.03 acres
Flow Rate (q25) = 179.8 cfs
qW = 179.8 cfs
h = 1.50 ft
Cw = 3
L = 33 ft

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Attachment 6: N.C. Floodplain Mapping Information System
Stoney Creek Floodplain Map

`- ~~~s~~ Output
Page 1 of 1
Legend
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FEHRS ~=OOPFP.4TlIG ~ TECHlL~=4~PP.RTfJEF.
H.C. Floodplain Mapping Information Systen
On-Line Mapping Application Provided by the
North Carolina Floodplain Mapping Program
~isclaimzr This is not a Izgally hiroiir~g (FIF:h.Bj Flood
Ina~rance Rate Ivtap and shriubi nut hz uszd as such.
http://1 ~'~.168.101.8/seivlet/com.esri.esrimap.Esrimap?SeiviceName=locator&ClientVersi... 2/'22/2006