20061502 Ver 1_COMPLETE FILE_20060915

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 29, 2006
Mr. Charlie Slagle
Capital Area Soccer League
3300 Woman's Club Drive, Suite 1
Raleigh, NC 27612
Subject Property: WRAL Soccer Center, Wake County, NC
UT to Perry Creek[030402, 27-25-(2), C, NSW]
DWQ EXP Project # 2006-1502
Wake County
Pagel of 3
AUTHORIZATION of Neuse River Buffer Rule (15A NCAC 02B.0233) Authorization Certificate
Dear Mr. Slagle:
You have our authorization, in accordance with 15A NCAC 02B .0233 and any conditions listed below,
to impact approximately 40 ft2 of Zone 1 and 808 ft2 of Zone 2 of the protected riparian buffers for the
purpose of resurfacing the soccer field with impervious turf at the subject property as described within
your application dated September 14, 2006 and received by the Division of Water Quality on September
15, 2006, with additional information received by the DWQ on September 19, 2006. In addition, you
should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge
regulations.
This authorization is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this authorization letter and is thereby responsible for
complying with all conditions. This authorization requires you to follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Zone 1 Buffers 40 (square ft. Page 8 of the PCN form
Zone 2 Buffers 808 (square ft. Page 8 of the PCN form
2. Diffuse Flow(No Further Review Needed)
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h11n•//h2o enr.state.ne.us/ncwetlands
No One
Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
. r
Charlie Slagle
Page 2 of 2
September 28, 2006
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before discharging into
the stream as identified within 15A NCAC 213 .0233(5).
3. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the 401
Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
4. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
5. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
6. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
Charlie Slagle
Page 2 of 2
September 28, 2006
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 2B .0233.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Authorization Certificate. A sample deed notification can
be downloaded from the 401/Wetlands Unit web site at: http://h2o.enr.state.nc.us/ncwetlands.
The text of the sample deed notification may be modified as appropriate to suit to this project.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call [phone].
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
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Enclosures: Certificate of Completion
6 Alan W. Klimek, P.E.
cc: Jay Keller; Keller Environmental; 7921 Haymarket Lane; Raleigh, NC 27615
Ed Sconfienza, P.E.; Integrated Design; 1111 Oberlin Road; Raleigh, NC 27605-1136
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061502 WRALSoccerCenter(Wake)NBR
C I
0
Integrated Design
RE: CASL Soccer Field
TO: NCDENR
JOB CODE: SC2TF
DATE: 18 September 2006
X Attached:
FAX:
Under separate cover:
ATTN: AMY CHAPMAN
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LL; v
No. Copies Description
1 Grass Swale O & M Agreement
Notes:
VIA FAX -PAGES Including this Cover
OVERNIGHT
MAIL
X HAND CARRY
TO BE PICKED UP
COPIES TO:
I.J
SEP 1 9 2006
DENR - WATER QUALITY
"ENh951'd;DSTG???,,^'^T upa',?v
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FOR YOUR REVIEW
FOR YOUR APPROVAL
FOR YOUR USE
X AS REQUESTED
RETURN _ COPIES
SIGNED:
Ed Sconfienza, P.E.
Integrated Design Phone: [phone]
1111 Oberlin Road Fax: [phone]
Raleigh, North Carolina 27605-1136 www.id-aep.com
Please notify us immediately if enclosures are not as noted
I A. . .
SEP 1 5 2006
GRASSED SWALE OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall be performed on the grassed swale(s). After construdti-dii-a-nd- until
vegetation has been established, grassed swale(s) shall be inspected after every rainfall.
Thereafter, it includes conducting annual erosion and vegetation repair and mowing at least
twice annually.
I acknowledge and agree by my signature below that I am responsible for the performance of
the maintenance procedures listed above. I agree to notify DWQ of any problems with the
system or prior to any changes to the system or responsible party.
Print name: Charlie Slagle
Title: CEO
Address: Capital Area Soccer League; 3300 Woman's Club Drive; Suite 1; Raleigh, NC 27612
Phone: [phone]-a& A
Signature: _
Date: 9/15/06
Note: The legally responsible party should not be a homeowners association unless more than
50% of the lots have been sold and a resident of the subdivision has been named the president.
I, 1Q= JhO_,1 LA?/' 11 /-1 , a Notary Public for the State of -?
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County of 1ALUI-) , do hereby certify that Qr
personally appeared before me this day of t okand acknowledge
the due execution of the forgoing grassed swale maintenance requirements. Witness my hand
and official seal,
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Office Use Only: 4 Form Version March 05
20061502
USACE Action ID No. DWQ No.
kit any parucwar item is not app icaoic to uus project, picric enter ivot Appttcaotc or _iN/A .)
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
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Not Applicable
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), chec
II. Applicant Information
SEP 1 5 2006
1. Owner/Applicant Information
UEiVR -WATER QUALITY
Name: Charlie Slade, Capital Area Soccer League Wn ?Nnc = sT tinW ;cH
Mailing Address: 3300 Woman's Club Drive: Suite 1
Raleigh, NC 27612
Telephone Number: 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: Jay Keller
Company Affiliation: Keller Environmental
Mailing Address: 7921 Haymarket Lane;
Raleigh, NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail] Cell Number: [phone]
Page 1 of 9
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: WRAL Soccer Center
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1737-36-8744
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Site is located on the
north side of Perry Creek Road between US 401 and US-1. Perry Creek is directly
adiacent to the site to the East.
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° 53.07' ON 78° 32.87' °W
6. Property size (acres):
7. Name of nearest receiving body of water: Perry 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://ii2o.enr.state.nc.us/adniin/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: Site is comprised of soccer fields and supporting
facilities such as driveway and parking areas; and clubhouse. There is large
wooded perimeter that separates the soccer center from the Neuse River to the
north and Perry Creek to the east. There is also a perennial stream in the northern
half of the property flowing from the west. Adiacent land uses include a Christian
Page 2 of 9
School across Perry Creek to the east: residential areas to the west and south, and
forested and agricultural areas to the north.
10. Describe the overall project in detail, including the type of equipment to be used: The
project proposes to resurface the stadium/championship field at the WRAL soccer
center from its current Bermuda turf surface to impervious surface of Progreen High
Density Replicated Grass. The current grassed field is directly adiacent to an
irrigation pond subiect to the Neuse River Buffer Rules. Impacts to the Riparian
Buffer include 848 Square Feet of impervious surfaces. Additionally, replacement of
a 15-inch diameter pipe to the irrigation pond is proposed. The new 36-inch
diameter pipe will be placed within the same outlet area of the current drainage pipe.
11. Explain the purpose of the proposed work: The proposed impacts to the riparian buffer
area are needed to provide an adequate surface to conduct events. Utilization of the
existing field and surrounding structures depends on the new surface being placed
in the existing field area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain.
Include the USACE Action ID Number, DWQ Project Number, application date, and date
permits and certifications were issued or withdrawn. Provide photocopies of previously
issued permits, certifications or other useful information. Describe previously approved
wetland, stream and buffer impacts, along with associated mitigation (where applicable). If
this is a NCDOT project, list and describe permits issued for prior segments of the same
T.I.P. project, along with construction schedules.
August 29, 2006: Eric Kulz (DWQ) conducted an on-site stream evaluation and he
determined that the stream and pond are subiect to the Neuse River Buffer Rules.
Please refer to the attached Site Determination Form (NBRRO 06-213).
September 14, 2006: Jay Keller and site engineer Ed Sconfienza met with Amy
Chapman Ian McMillan, and John Dorney at the DWQ 401 Wetlands Unit building.
This PCN application is employing their suggestion of installing a grass lined swale
at the end of the soccer field to treat the stormwater runoff from the new playing
surface. We are also employing their other suggestion that the new larger drainage
pipe can be directed to the irrigation pond so long as it's placed within the same
location of the existing pipe.
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.
Page 3 of 9
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: No impacts are proposed to waters
of the State/United States.
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 imnacts 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
Floodplain Nearest
Strcam Impact
(acres)
(indicate on map) licrbaccous, bog, etc.) (yes/no) (linear feet)

None
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 18 Acres
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 map)
Stream Name Type of
Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

None

Total Stream Impact (by length and acreage) 0
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.
Page 4 of 9
Open Water Impact
Site Number
(indicate on ma )
p le)
Name Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)

None

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0
Open Water Impact acres): 0
Total Impact to Waters of the U.S. (acres) 0
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.
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. The proposed resurfacing of
the chamoionshio/stadium field is needed to provide an adequate surface to conduct
events. Utilization of the existing field and surrounding structures depends on the new
surface being placed in the existing field area. Illustration of existing conditions can be
seen in the attached field photographs and 2004 Wake County IMAPS aerials. The
Page 5 of 9
current pond riparian area consists of steep vegetated bank, 6-foot high chain link
fence and maintained grass areas immediately thereafter. Stormwater from the new
field surface will be conveyed away from the riparian area through a grassed swale.
The improved field drainage system will increase the longevity of the heavily-used field.
_Additionally, it will provide a surface conducive to regular use since the current field is
unusable during and after moderate to heavy rainfall events due to field ponding.
We have also attached the nitrogen loading worksheet for the entire site. The pre
development nitrogen loading table is for current site conditions. The post-development
nitrogen loading table is for the proposed (new impervious field) conditions. Total
Nitrogen export from the site will be approximately 3.44 pounds/acre/year. The
discharge of water from the irrigation pond is very minimal since it is continually used to
irrigate the entire site. This is further evident downstream of the irrigation pond since
the channel stops approximately three hundred feet from Perry Creek and sheet flows
across the broad floodplain. Through the combination of irrigating from the pond, other
site BMP's and the broad Perry Creek and Neuse River floodplains, this site is
significantly reducing the amount of nitrogen and other pollutants that could enter into
the nutrient sensitive Neuse River.
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
littp:Hli2o.enr. state.ne.us/ncwetlands/strm,Qide. 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
Page 6 of 9
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed project should not be required to provide mitigation for the proposed
impacts
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.ne.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
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 a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
Page 7 of 9
Proposed impacts to the Neuse River Riparian Buffers include 40 SF of Zone 1
and 808 SF of Zone 2 impacts.
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.
Zonc* Impact
(square feet) Multiplier Required
Mitigation
1 40 3 (2 for Catawba) 120
2 808 1.5 1,212
Total 848 1,332
* Zone 1 extends out 30 fast perpendicular from the top of the near b uik- of clianncl; Zone 2 extends an
additional 20 feet from the cdoe of Zone 1.
XI.
XII.
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 213 .0242 or .0244, or .0260. Riparian buffer mitigation should not be
required
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. Total site acreage: 116.74 Acres. Impervious areas: existing-9.92:
proposed-14.73 Acres: 14.73 Ac/116.74 Ac = 12.6%. Please refer to the attached Pre
and Post-Development Nitrogen Loading Worksheet for additional information. On-site
stormwater controls include: grassed swales surrounding all fields and continuous
recycling of water from irrigation pond to permanently preserved managed open space.
While under construction. temoorarv, custom sedimentation basins will be installed
outside of the wetlands and streams to protect them against sedimentation along with
other appropriate sedimentation and erosion control measures in compliance with the
DWQ and Wake County Sedimentation and Erosion Control requirements. Best
Management Practices, such as curb-less streets, will be incorporated to alleviate
concentrated stormwater runoff.
The developer's team has minimized nitrogen discharge and attenuated flow before the
flow discharges through the riparian buffers and into Hodges Creek's Nutrient Sensitive
Waters. The nitrogen export rate for this site is below 3.6 pounds per acre per year.
Therefore level spreaders will not be needed on this project.
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.
Page 8 of 9
A sanitary sewer system is currently in operation for the field house. Porta-potties are
utilized around the entire site.
XIH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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:
9/ c6
A plic#t/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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09-14-'06 17;35 FROM-Capital Area Soccer 9198394369 T-162 11001/001 F-U53
TO: Keller Environmental
7921 Haymarket Lane
Raleigh, North Carolina
27616
FROM: Mr. Charlie Slagle
Capital Area Soccer League
3300 Woman's Club Drive
Suite 1
Raleigh, NC 27612
September 14, 2006
I, Charlie Slagle -, as a representative concerning the 118-acre
WRAF Soccer Center (CASL soccer fields at 7700 Perry CreeK Road ASR 2006) in
Raleigh, "NC 27616 do hereby authorize and give permission for Keller
Environmental to represent or act as agent on our behalf and allow the COE or any
other regulatory agency to go on the property with an Keller Environmental
representative for such purposes as necessary to perform the job tasks. The Wake
County Pin Number is 1737368744,
9/14/06
Mr. Charlie Slagle Bate
Capital Area Soccer League
3300 Woman's Club Drive
Suite 1
Raleigh, NC 27612
X
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PRE-DEVELOPMENT NITROGEN LOADING
SITE TN EXPORT TN EXPORT TN EXPORT
TYPE OF LANDCOVER AREA COEFF. BY LAND USE FROM SITE
(ACRES) (LB/AC/YR) (LB/YR) (LB/AC/YR)
PERMANENTLY PRESERVED UNDISTURBED
1 OPEN SPACE (FOREST, UNMOWN MEADOW) 54.94 0.6 32.96
PERMANENTLY PRESERVED MANAGED
OPEN SPACE (GRASS. LANDSCAPING. ETC) 54.37 1,2 65.24
IMPERVIOUS SURFACES (ROADS, PARKING
LOTS. DRIVEWAYS, ROOFS, PAVED STORAGE
I 9 92 21.2 210.30
AHE 4`, F'C?
'A. 116 74 308.50
A:E,.a,.F TnR SITC 2.64
POST-DEVELOPMENT NITROGEN LOADING
SITE TN EXPORT TN EXPORT TN EXPORT
TYPE OF LANDCOVER AREA COEFF. BY LAND USE FROM SITE
(ACRES) (LB/AC/YR) (LB/YR) (LB/AC/YR)
PERMANENTLY PRESERVED UNDISTURBED
OPEN SPACE (FOREST, UNMOWN MEADOW)
I 54.94 0.6 32.96
PF PMANE NTL+ PRESERVED MANAGED
PAi:f '. (-,RASS. LANDSCAPING. ETC) 47.07 1.2 56.48
,,.,RV ACES (RUA;:`, I'AHKING
ROOFS. PAVED STORAGE 14.73 21.2 312.28

A 116.74 401.72
AVERAGE FOR SITE 3.44
(NO BMP OR PAYMENT TO ECOSYSTEM ENHANCEMENT REQUIRED)
DWQ Project No
1. PROJECT INFO
Project Name
Contact Person:
Swale ID:
DIVISION OF WATER QUALITY • GRASSED SWALE WORKSHEET
(please complete the following information):
Grass Swale Length 5!? ft.
Tributary Drainage Area Ud ac.
Impervious Area D ac.
Max Velocty from 2 Yr Storm /. U fps
Max Velocity from 10 Yr Storm /. 5 fps
Min side slopes 3: / ratio
Steepest -flective Slope O_ fUft
Co,,er :?rco 5 r 5
II. REQUIRED ITEMS CHECKLIST
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations. plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
c Vegetation Plan provided on plans
.yam The underlying soils are permeable and non-compacted
L Swale carries only stormwater flow
?'Valer table depths greater than 1 foot.
- a'an details for the svale provided
r''ar details for the inlets and outlets are provided
i! _ neck darns provided
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing
"? The operation and maintenance agreement signed and notarized by the responsible party is provided.
}'c'F?y?lS4"; ?? Fr '; ?,r ?trA dr r-? 5y\Tt? ?-s?_, °'} ??. <Yr"? t`?1 ;^-nn ?'_
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.. CH W AMr. Jay Keller
Keller Environmental
7921 Haymarket Lane
Raleigh, NC 27615
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 1, 2006
NBRRO 06-213
County: Wake
BASIN:
Neuse X
(15A NCAC 213.0233)
Tar-Pamlico
(15A NCAC 213 .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name
WRAL Soccer Center Retention Pond
Location/Directions: Site is located on the northeast side of Perry Creek Road in north Raleigh.
Subiect Stream: UT to Perrv Creek
Date of Determination: 8/29/06
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
To o ra hic
A Pond and Stream Subject 25 Stream Pond Only

NOTE: Other features on site not evaluated.
This on-site determination shall avpire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer role nnay request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, D IVQ IVetands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the D IVQ or Delegated Local
Authority that "exempts" a stuface water from the buffer rule may ask for an ad judicatory hearing. You nnust
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DIVQ recommends that the applicant conduct this notification in order to be certain that third
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Intemet: h2o.encstate.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
One
Nb
rthCarolina
,/ ahmally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/ 10% Post Consumer Paper
9/1/2006
Page 2 of 2
party appeals are made in a timely manner. To ask fora hearing, send a written petition, ?vhich conforms to
Chapter 15013 of the North Carolina General Statutes to the Office of Adininistrative Hearings, 6714 Hail
Service Center, Raleigh, N.C. 27699-6714. This (leterntiiiatiott is ftetal and binding unless yott ask fora !tearing
ivithin 60 days.
The (owner/future o)vners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any ingtiiries should be
directed to the Division: of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Eric W. Kulz
Environmental veciali
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Ben Brown - City of Raleigh
na
N` Carolin
Ntura!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
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Office Use Only:
Form Version March 05
20061502
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Not Applicable
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
E 5 (r._11 P. 0 W R P
Owner/Applicant Information S E P 1 5 2006
Name: Charlie Slagle: Capital Area Soccer League
Mailing Address: 3300 Woman's Club Drive• Suite 1 DENR - WATER QUALITY
Raleigh, NC 27612 . tr WffERBfiA XH
Telephone Number: 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: Jay Keller
Company Affiliation: Keller Environmental
Mailing Address: 7921 Haymarket Lane:
Raleigh, NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: iav a, kellerenvironmental.com Cell Number: [phone]
Page I of 9
M. 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: WRAL Soccer Center
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1737-36-8744
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Site is located on the
north side of Perry Creek Road between US 401 and US-1. Perry Creek is directly
adjacent to the site to the East.
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° 53.07' ON 78° 32.87' °W
6. Property size (acres): 117
7. Name of nearest receiving body of water: Perry 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:Hll2o.enr.state.nc.us/a(iniin/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: Site is comprised of soccer fields and supporting
facilities such as driveway and parking areas; and clubhouse. There is large
wooded perimeter that separates the soccer center from the Neuse River to the
north and Perry Creek to the east. There is also a perennial stream in the northern
half of the property flowing from the west. Adjacent land uses include a Christian
Page 2 of 9
School across Perry Creek to the east; residential areas to the west and south, and
forested and agricultural areas to the north.
10. Describe the overall project in detail, including the type of equipment to be used: The
project proposes to resurface the stadium/championship field at the WRAL soccer
center from its current Bermuda turf surface to impervious surface of Progreen High
Density Replicated Grass. The current grassed field is directly adjacent to an
irrigation pond subject to the Neuse River Buffer Rules. Impacts to the Riparian
Buffer include 848 Square Feet of impervious surfaces. Additionally, replacement of
a 15-inch diameter pipe to the irrigation pond is proposed. The new 36-inch
diameter pipe will be placed within the same outlet area of the current drainage pipe.
11. Explain the purpose of the proposed work: The proposed impacts to the riparian buffer
area are needed to provide an adequate surface to conduct events. Utilization of the
existing field and surrounding structures depends on the new surface being placed
in the existing field area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain.
Include the USACE Action ID Number, DWQ Project Number, application date, and date
permits and certifications were issued or withdrawn. Provide photocopies of previously
issued permits, certifications or other useful information. Describe previously approved
wetland, stream and buffer impacts, along with associated mitigation (where applicable). If
this is a NCDOT project, list and describe permits issued for prior segments of the same
T.I.P. project, along with construction schedules.
August 29, 2006: Eric Kulz (DWQ) conducted an on-site stream evaluation and he
determined that the stream and pond are subiect to the Neuse River Buffer Rules.
Please refer to the attached Site Determination Form (NBRRO 06-213).
September 14, 2006: Jay Keller and site engineer Ed Sconfienza met with Amy
Chapman, Ian McMillan, and John Dorney at the DWQ 401 Wetlands Unit building.
This PCN_application is employing their suggestion of installing a grass lined swale
at the end of the soccer field to treat the stormwater runoff from the new playing
surface. We are also employing their other suggestion that the new larger drainage
pipe can be directed to the irrigation pond so long as it's placed within the same
location of the existing pipe.
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.
Page 3 of 9
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: No impacts are proposed to waters
of the State/United States.
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,
senarately list imnacts due to hoth structure and floodine.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (Yes/no) (linear feet)

None
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 18 Acres
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 acreage- multinlv leneth X width- then divide by 43.560.
Stream Impact
Numbcr
(indicate on ma)
Strcain Name Type of
Lnpact Perennial or
Iiitcnnittcnt7 Average
Stre;un Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

None

Total Stream In?pact (by length mid acreage) 0
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.
Page 4 of 9
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)

None

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Imp act (acres): 0
Wetland Impact (acres): 0
Open Water Impact (acres : 0
Total Impact to Waters of the U.S. acres 0
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.
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. The proposed resurfacing of
the championship/stadium field is needed to provide an adeauate surface to conduct
events. Utilization of the existing field and surrounding structures depends on the new
surface being placed in the existing field area. Illustration of existing conditions can be
seen in the attached field photographs and 2004 Wake County IMAPS aerials. The
Page 5 of 9
current pond riparian area consists of steep vegetated bank, 6-foot high chain link
fence and maintained grass areas immediately thereafter. Stormwater from the new
field surface will be conveyed away from the riparian area through a grassed swale.
The improved field drainage system will increase the longevity of the heavily-used field.
Additionally, it will provide a surface conducive to regular use since the current field is
unusable during and after moderate to heavy rainfall events due to field ponding.
We have also attached the nitrogen loading worksheet for the entire site. The pre
development nitrogen loading table is for current site conditions. The post-development
nitrogen loading table is for the proposed (new impervious field) conditions. Total
Nitrogen export from the site will be approximately 3.44 pounds/acre/year. The
discharge of water from the irrigation pond is very minimal since it is continually used to
irrigate the entire site. This is further evident downstream of the irrigation pond since
the channel stops approximately three hundred feet from Perry Creek and sheet flows
across the broad floodplain. Through the combination of irrigating from the pond, other
site BMP's, and the broad Perry Creek and Neuse River floodplains, this site is
significantly reducing the amount of nitrogen and other pollutants that could enter into
the nutrient sensitive Neuse River.
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
littp:Hli2o.enr.state.ne.us/ncwetiands/strm.Qide.litml.
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
Page 6 of 9
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed proiect should not be required to provide mitigation for the proposed
impacts.
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/wrphndex.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
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 ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
Page 7 of 9
Proposed impacts to the Neuse River Riparian Buffers include 40 SF of Zone 1
and 808 SF of Zone 2 impacts.
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* ,..,....._,, r--" Multiplier A4;,; -,;__
1 40 3 (2 for Catawba) 120
2 808 1.5 1,212
Total 818 1,332
" 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.
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 213 .0242 or.0244, or .0260. Riparian buffer mitigation should not be
required.
XI. Stornrnater (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. Total site acreage: 116.74 Acres. Impervious areas: existing-9.92-
proposed-1 4.73 Acres; 14.73 Ac/116.74 Ac = 12.6°/x. Please refer to the attached Pre
and Post-Development Nitrogen Loading Worksheet for additional information. On-site
stormwater controls include: grassed swales surrounding all fields and continuous
recycling of water from irrigation pond to permanently preserved managed open space.
While under construction. temoorarv. custom sedimentation basins will be installed
outside of the wetlands and streams to protect them against sedimentation along with
other appropriate sedimentation and erosion control measures in compliance with the
DWQ and Wake County Sedimentation and Erosion Control requirements. Best
Management Practices. such as curb-less streets. will be incorporated to alleviate
concentrated stormwater runoff.
The developer's team has minimized nitrogen discharge and attenuated flow before the
flow discharges through the riparian buffers and into Hodges Creek's Nutrient Sensitive
Waters. The nitrogen export rate for this site is below 3.6 pounds per acre per year.
Therefore, level spreaders will not be needed on this project.
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.
Page 8 of 9
A sanitary sewer system is currently in operation for the field house. Porta-potties are
utilized around the entire site.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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:

PlOcant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
i 4
nt
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I?I ???1 ? 15?I +,+I??' 1/.?' ?J4 1L `'f?^i ? j ?' ??.•:? ., .?? ? ?+? } _ ,'? i A
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I
09-14-'06 17:35 FROM-Capital Area Soccer 9198344369 T-162 11001/001 F-Ud?
TO: Keller Environmental
7921 Haymarket lane
Raleigh, North Carolina
27615
FROM: Mr. Charlie Slagle
Capital Area Soccer League
3300 Woman's Club Drive
Suite 1
Raleigh, NC 27612
September 14, 2006
I, Charlie Slagle , as a representative concerning the 118-acre
WRAL Soccer Center (CASL soccer fields,) at 7700 Perry Creek Road (SR 2046) in
Raleigh, NC 27616 , do hereby authorize and give permission for Keller
Environmental to represent or act as agent on our behalf and allow the COE or any
other regulatory agency to go on the property with an Keller Environmental
representative for such purposes as necessary to perform the job tasks. The Wake
County Pin Number is 1737368744.
9/14/06
Mr. Charlie Slagle Bate
Capital Area Soccer League
3300 Woman's Club Drive
Suite 1
Raleigh, NC 27612
1
X T IRO I
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FIELD 17,

AREA WITHIN jBUFFER (848 SF) V' 1
PROVIDE IMPERMEABLE LAVER
<; (45'X45' TRIANGLE)
BETWEEN TURF LAYER
& 'SANDLESS' INFILL
--eu_N _ _J
„ ?FACIILI ROOM
214.4 .+
12.75 1 ?
1.0 13.0
RASS SWALE,
/- 250 LF @ 0.6%
a 1 ~
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BUFFER IMPACT
MITIGATION PLAN
SCALE = 1*=20' (34x22 SHEET)
fR EA?
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SITE
101 A
END G£ONET AT EDGE
NATURAL GRASS OF CRUSHED STONE
FINISH GRAD£-??`lfl?l???'ll(II?,?III?IIIIIIIIIf??t?llll
OF TOPSOIL
TOPSOIL - p b - ' p` 4 p
p a p ` p p
2"X(4OR6)"
POLYBOARD NAILER = .
RAMSET NAIL EVERY 4' TO
ATTACH NAILER TO CONCRETE.
FREE POURED CONCRETE FOOTER
(6" WIDE X 18" DEEP)
CRUSHED STONE TRENCH TO BE LINED WITH
FILTER FABRIC ON SIDES AND BOTTOM _
PROGREEN HIGH DENSITY REPLICATED GRASS
INFILL
Irl FINISH GRADE
OF INFILL
wwwww
0 5,. TO 1,. SLOPE. GSE PERMANET UL
x`12" v HPDE GEONET OVER
GSE HD 20 MIL
]x ?l!!N. " HOPE GEOMEMBRANE
4" COMPACTED DENSE
?CLEAEAN GS£ G£OMEMBRAKE TO GRADED CRUSHED
CRUSHED EXTEND A MINIMUM OF STONE OR SUITABLE
STONE L' ,VARIES 12¦ DOWN THE SIDE OF ON-SITE MATERIAL
• ?t ,,??? {2 -6 ; MIN.) THE CRUSHED STONE EXISTING SUBCRADE
8" OR 12"
PERFORATED
HDPE PIPE
v 6" ?
6"
1'-8• (8" PIPE)
2'-0" (12" PIPE)
TYPICAL EDGE DETAIL AND BASE CROSS-SECTION
FOR FIELD 17 AND THE SOUTH SIDE OF FIELD 25
(FIELD TO NATURAL GRASS CROSS-SECTION)
NOT TO SCALE
PRE-DEVELOPMENT NITROGEN LOADING
SITE TN EXPORT TN EXPORT TN EXPORT
TYPE OF LANDCOVER AREA COEFF. BY LAND USE FROM SITE
(ACRES) (LB/AC/YR) (LB/YR) (LB/AC/YR)
PERMANENTLY PRESERVED UNDISTURBED
OPEN SPACE (FOREST, UNMOWN MEADOW) 54.94 0.6 32.96
PERMANENTLY PRESERVED MANAGED -
OPEN SPACE (GRASS, LANDSCAPING, ETC) 54.37 1.2 65.24
IMPERVIOUS SURFACES (ROADS, PARKING
DRIVE WArS ROOFS, PAVED STORAGE 9 92 21.2 210.30
n?a nS F
116 74 308.50
Aft RAGE TOR SITE 2.64
POST-DEVELOPMENT NITROGEN LOADING
SITE TN EXPORT TN EXPORT TN EXPORT
TYPE OF LANDCOVER AREA COEFF. BY LAND USE FROM SITE
(ACRES) (LB/AC/YR) (LB/YR) (LB/AC/YR)
PERMANENTLY PRESERVED UNDISTURBED
OPEN SPACE (FOREST, UNMOWN MEADOW) 54.94 0.6 32.96
;'IPMANINT,, PRESERVED MANA(,ID
IANDSCAPiN,. ET'; 4707 1.2 56.48
M?'? Nt A, 15 .' AJ .. PARKING
ti' .I nA.,> P; I)F S_ "AVI C STORAGE 14 73
21.2
312.28

10TAL 116.74 401.72
AVERAGE FOR SITE 3.44
(NO BMP OR PAYMENT TO ECOSYSTEM ENHANCEMENT REQUIRED)
DWQ Project No
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMA
Project Name t/1/1
Contact Person
Swale ID
Grass SrvaIe Length ft
_-I-ainace A. ea ac
CU ac
"a. rro,., 2 rStorm /. G fps
^ax , ?octy from 10 Yr Storm fps
Min side s ores 3- ? ratio
Steepest Effective Slope D_ 6. tuft
Cover Crop 5 rctz S
II. REQUIRED ITEMS CHECKLIST
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP. design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
pp'icanis initials
ecetaUOn Plan provided on plans
;rderiywq sods are permeable and non compacted
tames only storrnwater flow
_ ,%aler lable depth is greater than 1 foot
P'an details for the svvale provided
_?lan details for the inlets and outlets are provided
Check dams provided
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing
The operation and maintenance agreement signed and notarized by the responsible party is provided.
\ Oki
a
'?'. r ? m
?r fj
4 r6?V?AMichael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
l ? r Alan W. Klimek, P.E. Director
Division of Water Quality
September 1, 2006
Mr. Jay Keller
Keller Environmental
7921 Haymarket Lane
Raleigh, NC 27615
NBRRO 06-213
County: Wake
BASIN:
Neuse X
Tar-Pamlico
(15A NCAC 213.0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination
Incident # Appeal Call
Project Name: WRAL Soccer Center Retention Pond
Location/Directions: Site is located on the northeast side of Perry Creek Road in north Raleigh.
Subiect Stream: UT to Perrv Creek
Date of Determination: 8/29/06
X
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
To o ra hic
A Pond and Stream Subject 25 Stream Pond Only

NOTE: Other features on site not evaluated.
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local A« thority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing clo Cyndi Karoly, DIVQ IVetands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DIVQ or Delegated Local
Authority that "exempts" a surface water frown the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected parry (including downstream and adjacent landowners) is notified of
this decision. DIVQ recommends that the applicant conduct this notification in order to be certain that third
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
Noe Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
... 9/1/2006
Page 2 of 2
party appeals are trade in a tint ely tit anner. To ask fora hearing, send a written petition, jvhich coiifortits to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. Tliis deterntitnation is final and binding runless you ask fora hearing
within 60 days.
The (owner/fitture owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning arty ftttitre correspondences regarding the subject property (stated
above). This project inay require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1736, and the US Army Corp of Engineers
(Raleigh Regitlatory Field Office) at (919)-376-3441.
Eric W. Kulz
Environmental
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Ben Brown - City of Raleigh
Noe Carolina
Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

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0 0.1 0.2 0.3 0.4 0.5 km qtr
0 0.09 0.18 0.27 0.36 0.45
UTM 17 721383E 3973662N (NAD27)
USGS Wake Forest (NC) Quadrangle :_g }8
Projection is UTM Zone 17 NAD83 Datum g
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1 n4' 1 : i r, nn4 0.14 AI

Office Use Only: Form Vcrsion March 05
20061
USACE Action ID No. DWQ No. 5 0 2
(it any particular item is not appucante to uus project, picase enter toot Appttcaotc or . iN/A .)
I.
H.
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: Not Applicable
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: ?

Owner/Applicant Information
?.
Name: Charlie Slagle: Capital Area Soccer League SEP 5 2006
Mailing Address: 3300 Woman's Club Drive; Suite 1 ej!A ?N
Raleigh, NC 27612 tix? Mr)5ANO?STORI MATER BRANCH
Telephone Number: Fax Number:
E-mail Address:
Applicant Information
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: Jay Keller
Company Affiliation: Keller Environmental
Mailing Address: 7921 Haymarket Lane;
Raleigh, NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: iav a, kellerenvironmental.com Cell Number: [phone]
Page 1 of 9

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: WRAL Soccer Center
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1737-36-8744
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Site is located on the
north side of Perry Creek Road between US 401 and US-1. Perry Creek is directly
adiacent to the site to the East.
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° 53.07' ON 78° 32.87' °W
6. Property size (acres): 117
7. Name of nearest receiving body of water: Perry 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 littp:Hii2o.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: Site is comprised of soccer fields and supporting
facilities such as driveway and parking areas; and clubhouse. There is large
wooded perimeter that separates the soccer center from the Neuse River to the
north and Perry Creek to the east. There is also a perennial stream in the northern
half of the property flowing from the west. Adjacent land uses include a Christian
Page 2 of 9
School across Perry Creek to the east-, residential areas to the west and south, and
forested and agricultural areas to the north.
10. Describe the overall project in detail, including the type of equipment to be used: The
project proposes to resurface the stadium/championship field at the WRAL soccer
center from its current Bermuda turf surface to impervious surface of Progreen High
Density Replicated Grass The current grassed field is directly adjacent to an
irrigation pond subject to the Neuse River Buffer Rules. Impacts to the Riparian
Buffer include 848 Square Feet of impervious surfaces. Additionally, replacement of
a 15-inch diameter pipe to the irrigation pond is proposed. The new 36-inch
diameter pipe will be placed within the same outlet area of the current drainage pipe.
11. Explain the purpose of the proposed work: The proposed impacts to the riparian buffer
area are needed to provide an adequate surface to conduct events. Utilization of the
existing field and surrounding structures depends on the new surface being placed
in the existing field area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain.
Include the USACE Action ID Number, DWQ Project Number, application date, and date
permits and certifications were issued or withdrawn. Provide photocopies of previously
issued permits, certifications or other useful information. Describe previously approved
wetland, stream and buffer impacts, along with associated mitigation (where applicable). If
this is a NCDOT project, list and describe permits issued for prior segments of the same
T.I.P. project, along with construction schedules.
August 29, 2006: Eric Kulz (DWQ) conducted an on-site stream evaluation and he
determined that the stream and pond are subject to the Neuse River Buffer Rules.
Please refer to the attached Site Determination Form (NBRRO 06-213).
September 14, 2006: Jay Keller and site engineer Ed Sconfienza met with Amy
Chapman Ian McMillan, and John Dorney at the DWQ 401 Wetlands Unit building.
This PCN application is employing their suggestion of installing a grass lined swale
at the end of the soccer field to treat the stormwater runoff from the new playing
surface. We are also employing their other suggestion that the new larger drainage
pipe can be directed to the irrigation pond so long as it's placed within the same
location of the existing pipe.
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.
Pagc 3 of 9
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: No impacts are proposed to waters
of the State/United States.
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,
se aratel list impacts due to both structure and floodin .
Welland Impact Type of Wetland Located within
100-year Distance to
Nearest Area of
Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Strcam (acres)
(indicate on map) licrbaccous, bog, etc.) ( -cs/no) (linear feet)

None
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 18 Acres
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, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type
Impact t
ntertenmitte or
Inittent7 Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

None

Total Stream Impact (by length and acreage) 0
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.
Page 4 of 9
Open Water Impact
Site Number
(indicate on ma) Name
applicable) Wate e)
(if ap
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

None

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resultin.R from the project:
Stream Impact acres): 0
Wetland Impact (acres): 0
Open Water Impact acres): 0
Total Impact to Waters of the U.S. (acres) 0
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.
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. The proposed resurfacing of
the chamoionshio/stadium field is needed to provide an adequate surface to conduct
events. Utilization of the existing field and surrounding structures depends on the new
surface being placed in the existing field area. Illustration of existing conditions can be
seen in the attached field photographs and 2004 Wake County IMAPS aerials. The
Page 5 of 9
current pond riparian area consists of steep vegetated bank, 6-foot high chain link
fence and maintained grass areas immediately thereafter. Stormwater from the new
field surface will be conveyed away from the riparian area through a grassed swale.
The improved field drainage system will increase the longevity of the heavily-used field.
Additionally, it will provide a surface conducive to regular use since the current field is
unusable during and after moderate to heavy rainfall events due to field ponding.
We have also attached the nitrogen loading worksheet for the entire site. The pre-
development nitrogen loading table is for current site conditions. The post-development
nitrogen loading table is for the proposed (new impervious field) conditions. Total
Nitrogen export from the site will be approximately 3.44 pounds/acre/year. The
discharge of water from the irrigation pond is very minimal since it is continually used to
irrigate the entire site. This is further evident downstream of the irrigation pond since
the channel stops approximately three hundred feet from Perry Creek and sheet flows
across the broad floodplain. Through the combination of irrigating from the pond, other
site BMP's, and the broad Perry Creek and Neuse River floodplains, this site is
significantly reducing the amount of nitrogen and other pollutants that could enter into
the nutrient sensitive Neuse River.
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
littp://li2o.enr.state.tic.us/ncwetlands/strnigide.litmi.
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
Page 6 of 9
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed project should not be required to provide mitigation for the proposed
impacts
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:Hh2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
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 ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes E] 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
(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 V Yes ® No ?
Page 7 of 9
Proposed impacts to the Neuse River Riparian Buffers include 40 SF of Zone 1
and 808 SF of Zone 2 impacts.
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
(sauare feet) Mitigation
1 40 3 (2 for Cataicba) 120
2 808 1.5 1,212
Total 848 1,332
* Zone 1 extends out 30 fiat perpendicular from the top of the near basil: of charnel; 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. Riparian buffer mitigation should not be
required.
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. Total site acreage: 116.74 Acres. Impervious areas: existing-9.92:
proposed-14.73 Acres; 14.73 Ac/116.74 Ac = 12.6%. Please refer to the attached Pre
and Post-Development Nitrogen Loading Worksheet for additional information. On-site
stormwater controls include: grassed swales surrounding all fields and continuous
recycling of water from irrigation pond to permanently preserved managed open space.
While under construction. temoorarv. custom sedimentation basins will be installed
outside of the wetlands and streams to protect them against sedimentation along with
other appropriate sedimentation and erosion control measures in compliance with the
DWQ and Wake County Sedimentation and Erosion Control requirements. Best
Management Practices. such as curb-less streets. will be incorporated to alleviate
concentrated stormwater runoff.
The developer's team has minimized nitrogen discharge and attenuated flow before the
flow discharges through the riparian buffers and into Hodges Creek's Nutrient Sensitive
Waters. The nitrogen export rate for this site is below 3.6 pounds per acre per year.
Therefore, level spreaders will not be needed on this project.
XH. 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.
Page 8 of 9
A sanitary sewer system is currently in operation for the field house. Porta-potties are
utilized around the entire site.
XIH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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/newetlands. If no, please provide a short narrative description:
?6
j?lfcant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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69-14-'06 17:35 FROM-Capital Area Soccer 9198344369 T-162 P001/001 F-059
TO: Keller Environmental
7921 Haymarket Lane
Raleigh, North Carolina
27615
PROM: Mr. Charlie Slagle
Capital Area Soccer League
3300 Woman's Club Drive
Suite i
Raleigh, NC 27612
September 14, 2006
I, Charlie Slagle. _ , as a representative concerning the 118-acre
WRAL Soccer Center (CASL soccer fields) at 7700 Pern/ Creek Road-(SR 2006) in
Raleigh, NC 27616 , do hereby authorize and give permission for Keller
Environmental to represent or act as agent on our behalf and allow the COE or any
other regulatory agency to go on the property with an Keller Environmental
representative for such purposes as necessary to perform the job tasks. The Wake
County Pin Number is 1737368744.
9/14/06
Mr. Charlie Slagle Date
Capital Area Soccer League
3300 Woman's Club Drive
Suite 1
Raleigh, NC 27612

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BUFFER IMPACT BJFF R
'PACT
""Re"0"
MITIGATION PLAN aF
SCALE • V=20' 134X22 SHEET) SITE
101 A
PROGREEN HIGH DENSITY REPLICATED GRASS
END GEONET AT EDGE
NATURAL GRASS OF CRUSHED STONE . SANDLESSrm INFILL
FINISH GRADE-e?•?I!?III???I?1fII? IlI1l(IIIII(I??IIIJI?II
OF TOPSOIL ,
FINISH GRADE
11M t OF INFILL
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" HPDE GEONET OVER
,? p . =!•p .=!•p f2 GSE HD 20 MIL
TOPSOIL - ° a ° r D , Ml HDPE GEOMEMBRANE
2- X (4 OR 6)-
i5 4.. COMPACTED DENSE
POLYBOARD NAILER `CLEAN 314" GSE GEOMEMBRANE TO GRADED CRUSHED
° CRUSHED EXTEND A MINIMUM OF STONE OR SUITABLE
RAMS£T NAIL EVERY 4' TO p . L VARIES ON-SITE MATERIAL
STONE 12 DOWN THE SIDE OF
ATTACH NAILER TO CONCRETE (2!- 1 6 MIN.) THE CRUSHED STONE
"J EXISTING SUBGRADE
FREE POURED CONCRETE FOOTER 1 ?? 8" OR 12"
(6- WIDE X 18- DEEP) PERFORATED
L!4? HDPE PIPE
s"
CRUSHED STONE TRENCH TO BE LINED WITH 7F
FILTER FABRIC ON SIDES AND BOTTOM 6° _-
1'-8" (8" PIPE)
2'-0- (12- PIPE)
TYPICAL EDGE DETAIL AND BASE CROSS-SECTION
FOR FIELD 17 AND THE SOUTH SIDE OF FIELD 25
(FIELD TO NATURAL GRASS CROSS-SECTION)
NOT TO SCALE
PRE-DEVELOPMENT NITROGEN LOADING
SITE TN EXPORT TN EXPORT TN EXPORT
TYPE OF LANDCOVER AREA COEFF. BY LAND USE FROM SITE
(ACRES) (LB/AC/YR) (LB/YR) (LB/AC/YR)
..? ..Mar.I a'. ''RE Sf RVt :; JNl?iS",; 4t HE G
A, E triRES LJNMOWN MEADOW) 54 94 0.6 32.96
:.MaN1 ,', - :'w! ;ERVED MANAGED
I PASS. .ANDSCAPING. ETC) 54.37 1.2 65.24
!MPFRVIOUS SURFACES (ROADS, PARKING
LOTS. DRIVEWAYS. ROOFS. PAVED STORAGE 9.92 21.2 210.30
AREAS. ETC)
TOTAL 116.74 308.50
AVERAGE FOR SITE 2.64
POST-DEVELOPMENT NITROGEN LOADING
SITE TN EXPORT TN EXPORT TN EXPORT
" P[ OF LANDCOVER AREA COEFF. BY LAND USE FROM SITE
(ACRES) (LB/AC/YR) (LB/YR) (LB/AC/YR)
PERMANENTLY PRESERVED UNDISTURBED
OPEN SPACE (FOREST, UNMOWN MEADOW) 54.94 0.6 32.96
h
PERMANENTLY PRESERVED MANAGED
OPEN SPACE (GRASS, LANDSCAPING, ETC) 47.07 1.2 55.48
IMPERVIOUS SURFACES (ROADS, PARKING
LOTS, DRIVEWAYS, ROOFS, PAVED STORAGE 14.73 21.2 312.28
AREAS, ETC)
'T 4,
116 74
401.72
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NOTE: POST-DEVELOPMENT NITROGEN LOADING IS LESS THAN 3.6 LB/AC/YR.
(NO BMP OR PAYMENT TO ECOSYSTEM ENHANCEMENT REQUIRED)
DWQ Project No
DIVISION OF WATER QUALITY • GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information)
Project Name 1IALIk',yL _>>c(fcr (,'e16(
Contact Person
Swale D
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min side slopes
Steepest Effective Slope
Cover ';rop
REQUIRED ITEMS CHECKLIST
_?5v ft.
Udll ac
r 0'q ac.
/- a fps
/. S fps
3 ! ratio
G. fUft
Phone Number:
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
n t,:3 Te space oro?ided to indicate the following design requirements have been met and supporting documentation is attached. If a
r")t r?r?rr, met attach an explanation of why At a minimum, a complete stormwater management plan submittal includes
a vorksheel for each BMP design calculations plans and specifications showing all BMPs and outlet structure details, a detailed
Ord rage ,lar) and a ru ly executed operation and maintenance agreement. An incomplete submittal package will result in a request for
aJ^''onai ifo,mation and °vill substantially delay final review and approval of the project.
Applicants Initials
c Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
?1Y.L Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the Swale provided.
Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing
The operation and maintenance agreement signed and notarized by the responsible party is provided.
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• ? ?OF W RTF9Q Michael F. Easley, Governor
O G William G. Ross Jr., Secretary
? ? North Carolina Department of Environment and Natural Resources
DnW? Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. Jay Keller
Keller Environmental
7921 Haymarket Lane
Raleigh, NC 27615
September 1, 2006
NBRRO 06-213
County: Wake
BASIN:
Neuse X
Tar-Pamlico
(15A NCAC 2B.0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name:
WRAL Soccer Center Retention Pond
Location/Directions: Site is located on the northeast side of Perry Creek Road in north Raleigh.
Subiect Stream: UT to Perrv Creek
Date of Determination: 8/29/06
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
To o ra hic
A Pond and Stream Subject 25 Stream Pond Only

NOTE: Other features on site not evaluated.
This on-site determination shall expire five (S) years front the date of this letter. Landowners or affected parties
that dispute a determination made by the DiVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing cdo Cyndi Karoly, D 1VQ 1Vetands,1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 2 76 04-22 6 0. Individuals that dispute a determination by the D 1VQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You unust
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. D1VQ recommends that the applicant conduct this notification in order to be certain that third
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
One
NoCarolina
?113atitrallII
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
9/1/2006
Page 2 of 2
parry appeals are wade in a timely manner. To ask fora hearing, send a written petition, which coiiforuis to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative hearings, 6714,11ail
Service Center, Raleigh, N.C. 27699-6714. Tliis deterrniniatiorn is finial acrd binding iuiless you ask fora Bearing
within 60 days.
The (owtter/fnttntre owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning arty fitture correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. --;LI
Eric W. Kulz
Environmental peciali
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Ben Brown - City of Raleigh
None Carolina
Nf!!1'alllf
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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September 18, 2006
EXPRESS REVIEW DENIAL LETTER
Capital Area Soccer League
Attn: Charlie Slagle
3300 Woman's Club Drive, Suite I
Raleigh, NC 27612
Project Name: WRAL Soccer Center - CASL Soccer Fields (DWQ# 2006-213)
Dear Mr. Slagle:
Wake County
On September 15, 2006, an initial interest form for one stream origin determination was submitted to the NC
Division of Water Quality's Express Review Program by Mr. Jay Keller of Keller Environmental, LLC for your
project known as "WRAL Soccer Center". According to the initial interest form and our records, the initial
stream determination for this site was already conducted on September 1, 2006 by Eric Kulz of the Division of
Water Quality (DWQ) Raleigh Regional Office. A formal appeal (as provided within 15A NCAC 02B
.0233(3)(a)) needs to be requested following the appropriate channels before the Express Review Program
can accept the initial interest form.
"Landowners or affected parties that dispute a determination made by the DWQ that a surface water exists and
that it is subject to the buffer rule may request a determination by the Director. A request for a determination by
the Director (Mr. Alan Klimek) shall be referred to the Director in writing c/o Cyndi Karoly, DWQ Wetlands/401
Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ that
`exempts' a surface water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter."
If you have any questions or wish to discuss these matters further please do not hesitate to call Lia Myott at 919-
733-9502 or Cynthia Van Der Wiele at 919-715-3473.
Sincerely,
Cyndi B. Karoly
CBK/len:
cc: Eric Kulz, DWQ Raleigh Regional Office
File copy
Central Files
Mr. Jay Keller, Keller Environmental, LLC, 7921 Haymarket Lane, Raleigh, NC 27615
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet: http://h2o.enr.stnte,nc.us/ncwctlands
Nlichael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
G
p?pF WATF9P Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q ^? Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Jay Keller
Charlie Slagle
Fax #: [phone]
834-4369
Subject: WRAL Soccer Center
Number of pages including cover sheet: 2
Notes or special instructions:
Date: September 18, 2006
The original will be sent in the mail. If you have questions please contact Lia Myott at 733.9502.
??o ?`
NltCarolina
,/ atura!!y
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.tis/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION
DATE : SEP-18-2006 MON 09:52
NAME : DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 2/2
START TIME : SEP-18 09:51
ELAPSED TIME : 001 2511
MODE : ECM
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FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversigllt/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
MaUtag Address: 1650 Mail Service Center
Ralcirh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax [phone]
Fax To: Jay Kcllcr Fax #: [phone]
Charlie Slagle 834.4369
Subject: WRAL Soccer Center Date: September 18, 2006
Number of pages Including cover sheet: 2
Notes or special instructions:
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SENDING CONFIRMATION
DATE SEP-18-2006 MON 09:54
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : SEP-18 09:54
ELAPSED TIME : 0012111
MODE : ECM
RESULTS : OK
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F-XPRESS PER fff REVIEW PROGRANI
Division of Water Quality
Department of Environmental and Natural Resources
401 OversighMpress Review Permitting Unit
Street Addreu: 2321 Crabuce Boulevard, Suiee 250
Ralclglt, NC 27604-2260
Malll¦g Address: 1650 Mail Service Center
Ralcigfl, NC 27699.1650
Contact lnfurtasdon: PLoaa N: 919.733-0203
Fax 9: 919-733.6893
Fax TO: Jay Keller Fax N: 844-7438
Charlie Slagle 834-4369
Subject: WRAL Soccer Center Ante: September 18, 2006
Number of pages including cover sheet: 2
Notes or special instructions:
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Subject: Wral soccer center stream re-determination
From: "jay keller" <[e-mail]>
Date: Fri, 15 Sep 2006 08:53:21 -0400
To: <40 1 express @ncmail.net>
CC: "'Ed F. Sconfienza" <[e-mail]>
We are requesting a stream re-determination at the WRAL Soccer Center on
Perry Creek Road in Raleigh, NC. An office meeting was conducted yesterday
with Amy Chapman, Ian McMillan, and John Dorney. This was concerning the
proposed socer center improvement project. Attached is the usgs map of the
site and Eric Kulz's original stream determination letter & maps along with
the intitial interest form.
Thank you for your assistance and please contact me with any questions or
comments.
Jay Keller
Jay Keller
Principal
Keller Environmental, LLC
7921 Haymarket Lane
Raleigh, NC 27615
919-844-7437 office
919-844-7438 fax
919-749-8259 cell
...............
Content-Type: application/pdf
casl dwq buffer letter & maps.pdf'
Content-Encoding: base64
cast soccer fields stream revisit express intitial_interest.doc Content-Type: application/msword
Content-Encoding: base64
Content-Type: application/pdf
CASL soccer fields usgs.pdf.
Content-Encoding: base64
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: Charlie Slagle: Capital Area Soccer League
Applicant Address: 3300 woman's Club Drive: Suit
Applicant's phone number: 1 5 ?nnp
Fax number: [phone] WATER WETLMIDSAIJ0 STOQ ? TERI R
Applicant's email address: ,1'Cdj
Consultant Name (if applicable):
Jay Keller
Consultant address (if applicable): 7921 Haymarket Lane: Raleigh, NC 27615
Consultant's phone number: 919-844-7437 (office) 919-749-8259 (cell)
Fax number: 919-844-7438
Consultant's email address: iay(@kellerenvironmental.com
Type of action requested under the Express Review Program (check all that apply):
? 401 Water Quality Certification ® Stream Origin Determination
? Isolated Wetland Permit 1 # of Determinations Requested
? Riparian Buffer Approval ? Intermittent/Perennial Determination
? Stormwater Management Plan # of Determinations Requested
? Mitigation Plan
? Stream ? Wetland ? Buffers (check all appropriate)
Name of Project: WRAL Soccer Center (CASL soccer fields) County: Wake
Total project acreage: 117 acres (acres) Total built out impervious area: 10 (acres)
Nearest named stream (from USGS topo map): Perry Creek & Neuse River (confluence)
Please provide a brief description of this project (attach site plan if available):
We are requesting an on-site stream re-determination. We conducted an office meeting with Amy Chapman, Ian
McMillan, and John Dorney on September 14, 2006. This meeting was for the proposed soccer field improvements.
We have attached the September 1, 2006 Stream Determination letter conducted by Eric Kulz.
1
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
Site is located on the north side of Perry Creek Road between US 401 and US-1 Perry Creek is
directly adjacent to the site to the East. Nearest town: Raleigh
Proposed impacts:
Acres of 404 wetlands:
Acres of isolated wetlands:
Linear feet of streams: 0
Linear feet of isolated streams: 0
Square feet of protected stream buffers: 0
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. No
Has any DWQ staff visited the site? }Ls, if yes, please provide DWQ staff name, Eric Kulz and
date of visit: August 29, 2006
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
n/a
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
no
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
no
Does this project require approval of a Variance from the NC Environmental Management Commission? no
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
no
This form must be submitted via email (c/o 401express(a)ncmail.net), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2

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VVil ic:m G. Ro:;c J'F- Scuc tart'
Hatt) Caro.ma Gep-Itmcnt of Envilonnicnt and tlatuud Ruseuices
halt W. K!imek, P.E. Mc:ctor
of Water Quatty
S:Ptrnthrr 1, 2000
Mr, Jay I:cllcr
KC11cr Iinviroi:n)rntal
7921 1layimuLet I me
Ital?i lt, NC 27615
NBIM0 Q6-213
County: Wake
BASIN:
Nruse X _
( I5;\ NCAC 213 .0233)
_(:onl}laint
inridrnt ri
Plujrct Name
NOV
WHAi, Soccer Center- Retention Pond
Buffer Dctcrntin.ition X
.1 ),col Call
-ll-_--._-_?-
Location., Direction;: Site is located on the northeast side of Port' Crock (toad in north Ralrilth.
Sll11ieC1 SIICCaltt: U1, to Pcrrv Creek
Date of Determination: 23i29i06
1'catlll.-- -Stalt lillf!rr I End 131111Cr - ??tICSl111 Al)I7Cal- l.QCatrd
F Located oil
oll1) (all Ml oil
GPS Points (if provided) 1 JS GS
Survey
! To w?;ra }hie
1 `
Pond and Stre:nu Subject f- ----? 25 Stream Pond Only

NOTE: Other fcaturcr on site not evaluated.
This on-site detcrtrsination shall expire fire (i)years front the date of this !(tier. Landowners or affi•ctc'd parties
that dispute it dcrcrmination made Ur the DIYO or Delegated Local, tuthoritY that a surface hater exists aril that
it is suhjcct to the huffcr rule neap regw,st a'!(termination by the Director. ,1 request fur a dcferriinatiun by the
Director shall be ri fe rred to the Director in writin,, do Ctvtdi Karolt' . DI {-(1 {{ i laliibc 01 Unit, 2331 Crabtree
11hvd., Ruler,, AV 2.7601-22611. Individuals that dispute a determination h,?' the D I {'Q or Detc,,atcil Local
1 uthor'ir?' that "evenrprs" a surface water front the buffi,r rule unq ask for au ad judicator?• hcarin,;. You must
act within 60 ilar s of the date than yore receive this letter. lpplicants arc hcrchp istnUicd that the 60-daY statrmpty
appeal time does not start tart(/ she affected party (iuchidiu-; downwreartl acrd adjacent landowners) is aotificd of
Niis decision. 1) 1{'i1 rccointitends that the applicant conduct this aolificatiatr its order to be certain thin third
t.'iCh3 :l F. E asl_:y, Goearncr
Tar-Pamlico __
( I5A NCAC 213 .0259)
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9/1/2006
Page 2 of 2
part)- appeals are tirade ire a tiatdy nramier. To risk for a Itcarbig, sand a nvittcn petition, mkich currfornrs to
Chapter 15011 of the North Carolina Geucral Stattrlcs to the Office of.4dmfnistrative Hearings, 67141 fail
Service Ccntc,t-, Raleigh, N.C. 2 7 699-6 714. This determinatiaa is final and hinclitt t wdess you ask for it hearin
nvithla 60 daps.
The (owiter/future owners) should notify the Division of Water Quali{v (itrclc(dins ant other Local, State, auJ
Fccteral,I-ell cies) ofthis decAim coaceraing any future corrc.Npondclices rc,,urdiiq: the subject property (stated
ahove). This project tray require a Section 4041,101 Permit fccr the pripposed activity. Al{)- inquiries• should he
directed to the Division of Water Quality (C'crttral Offtce) at (919)-733-1756, curd the US Army Corp of L'rtginccrs
(Raleigh Regtrlatoty Field Offtcc) at (919)-S76-8441. 1
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1?nvironnrental 'pcciahst 11
CC: File Copy
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DWQ Wetlands and Stornmwatcr Branch
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 1, 2006
Mr. Jay Keller
Keller Environmental
7921 Haymarket Lane
Raleigh, NC 27615
SEP 7 2006
l)rivR WATER QUALITY
WETLANDS t,ND STOR ONTER BRANCH
BASIN:
Neuse X Tar-Pamlico
NBRRO 06-213
County: Wake
(15A NCAC 2B.0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Deterrination
Incident # Appeal Call
Project Name: WRAL Soccer Center Retention Pond
Location/Directions: Site is located on the northeast side of Perry Creek Road in north Raleigh.
Subiect Stream: UT to Perrv Creek
Date of Determination: 8/29106
X
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Pond and Stream Subject 25 Stream Pond Only

NOTE: Other features on site not evaluated.
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVA or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly, DIVQ IVetands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DIVQ or Delegated Local
Authority that "exempts" a surface waterfront the buffer rule may ask for an ad judicatoryhearing. Yon mnust
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DIVQ recommends that the applicant conduct this notification in order to be certain that third
One
No diCarolina
,11?atura!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
9/1/2006
Page 2 of 2
party appeals are made in a timely manner. To ask fora hearing, send a written petition, ivliich conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is finial and binding Curless you ask fora hearing
within 60 days.
The (o)vner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any fixture correspondences regarding the subject property (stated
above). This project nray require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of !rater Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. ?^
Eiic W. Kulz
Environmental
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Ben Brown - City of Raleigh
N e C
oarolina
NtlllllIlf
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Inter u,: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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