20100234 Ver 1_401 Application_20100310

Kimley-Horn
and Associates, Inc.
March 11, 2010
Ms. Crystal Amschler
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 284037
Mr. Ken Averitte
c/o NC Division of Water Quality
2321 Crabtree Blvd.
Suite 250
Raleigh, North Carolina 27604
Re: North Carolina Veterans Park
NWP # 46 Application Submittal
Cumberland County, North Carolina
Dear Ms. Amschler and Mr. Averitte:
¦
P.0 Box 33088
Raleigh, North Carolina
27838-3088
20100234
D L;V r 0 V [9 PA I
MAR 2 5 2010
064R - WMTER DlWTY
WETLANDS AND StORMTS Mr-H
On behalf of our client, the City of Fayetteville, Kimley-Horn and Associates,
Inc. is submitting the enclosed joint Section 404/401 Pre-Construction
Notification for the above reference project for your review pursuant to
Nationwide Permit number 46, and General 401 Water Quality Certification
number 3705. This application is to construct the channel and 50-foot forested
buffer relocation/restoration associated with the subject project (an unnamed
tributary to Cross Creek). It is anticipated that that the stormwater management
plans will be reviewed by the City under its NPDES Phase II Stormwater
program. The City is qualified to be a certified review agency. The following
information is included as part of the application submittal:
• Pre-Construction Notification Form
• Agent Authorization and JD
• Project Mapping (included in EA and FONSI)
• Project Plans
• Channel Relocation and Planting Plans
• Stormwater Management Plans
• EA and FONSI
¦
TEL [phone]
FAX [phone]
Kimley-Horn
and Associates, Inc,
Walnut Creek, Pg. 2
Proposed impacts resulting from the project include 2751inear feet of channel.
The impacts are required for the relocation/restoration of the unnamed tributary
to Cross Creek to improve ecosystem functions. A SQfoot, forested buffer will be
restored beyond the pre construction conditions.
If there is any additional information you need or any way we can assist in
expediting the processing of this application, please do not hesitate to contact Inc
at [phone].
Very truly yours,
KIM -HO SSOCIATES, INC.
)79
Todd St. John, P
PCN Application
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN Form
A. Applicant Information
1. Processing N it
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NW 46 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: North Carolina Vertans Park
2b. County: Cumberland
2c. Nearest municipality/ town: Fayetteville
2d. Subdivision name: None IU]
2e. NCDOT only, T.I.P. or state
project no: None ? '
3. Owner Information WE1tAmANDftRIrIN4M
3a. Name(s) on Recorded Deed: City of Fayetteville
3b. Deed Book and Page No. a
3c. Responsible Party (for LLC if
applicable): Mr. Jeffrey Brown
3d. Street address: 433 Hay Street
3e. City, state, zip: Fayetteville, NC 28301
3f. Telephone no.: 910-433-1071
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Todd St. John
5b. Business name
(if applicable): Kimley-Horn and Associates, Inc.
5c. Street address: 3001 Weston Parkway
5d. City, state, zip: Cary, NC 27513
5e. Telephone no.: 919-653-2950
5f. Fax no.: 919-677-2050
5g. Email address: [e-mail]
Page 2 of 11
PCN Form -Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): See attched maps and figures for property boundary
1 b. Site coordinates (in decimal degrees): Latitude: 35.06 Longitude: - 78.89
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: approximately 6 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Cross Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is urban and located near downtown Fayetteville, adjacent to Cross Creek. The site appears to have received
large amounts of historical fill. Several buildings were recently removed from the site. Vegetation is sparse. See the
attached EA and FONSI for additional details.
3b. List the total estimated acreage of all existing wetlands on the property:
None.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 270 of an unnamed tributary and approximately 900 feet of Cross Creek
3d. Explain the purpose of the proposed project:
The purpose is to create a place for North Carolina veterans of war and others. See attached EA and FONSI for details.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will develop mostly open park space exhibits with a small visitors center and parking. Stormwater BMPs and
stream buffers will be provided. A highly impacted, small unnamed tributary will be relocated and restored along the side
of the property. Equipment will include that typical of small to medium sized land development projects. An Environmental
Assessmnet and Finding of No Significant Impact document was submitted through the State Clearing House. The
document was not required, but the City decided to submit it voluntarily. The agency comments are considered to be non-
significant and are attached. The project will be located in a FEMA flooplain and floodway. The project is being reviewed
by the City's Floodplain Manager, and a No-Rise Certification is anticipated.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ® Yes ? No ? Unknown
Comments: Yes, site has been reviewed by Ronnie Smith of
the USACE and Ken Averitte of DWQ.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
? Preliminary ® Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Formerly Kimley-Horn
Name (if known): Todd Tugwell Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
May 14, 2009
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
S. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ®No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
There may have been other projects for other purposes. This is the initial phase of the NCVP.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
A second phase of the project may occur in the furtue. At this point, it is planned as a mostly open, "passive", park space.
The socond phase would be located on the otherside of Cross Creek and is planned to be approximately 10 acres. It is
possible that the City may request a NWP 18 or 27 to construct a single cross vane in Cross Creek to provide habitat and
grade control in the future.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non404, other) (acres)
Temporary T
W 1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? PEI T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ® T relocation UT to Cross Creek ® PER
? INT ® Corps
® DWQ 7 275
S2 ? P ® T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 275
3i. Comments: The channel will be relocated using natural channel design techniques. 50 foot forested buffers will be
established using native tree species. Please see the attached channel relocation plans. Based on these plans, it is anticpated
that the project will be considered self-mitigating.
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
?Yes
131 ?P?T ? No
?Yes
B2 ?P?T ? No
?Yes
B3 ?P?T ? No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts were avoided and minimized by not piping the UT to Cross Creek.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The UT to Cross Creek will be relocated using natural channel design techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this

pro
project? ? Mitigation bank

? Payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form -Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached plan. It is antcipated that the City will review the plan and approve it as a Certified Local Government. The
plans are attached, but the approval is not attached. The City is requesting that a conditional 401 WQC be issued.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Fayetteville
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
® Other: NPDES Phase II
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 9 of 11
PCN Form -Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: An EA and FONSI was sent through and has been finalized by the ® Yes ? No
State Clearing House. See attached agency responses and "no further action"
email from the Clearing House. Please be aware that this was a voluntary submittal.
It was not required.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
City POTW
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See attached EA and FONSI.Although USFWS was not contacted. Ttheir data base was reviwed and no habitat was
observed.The NC Wildlife Resources Comission was contacted as part of the Clearing House process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
See attached EA and FONSI.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See attached EA and FONSI. Site has been reviewed by SHPO.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: Site anticipated to receive "no-rise" certification from the City
Floodplain Manager.
8c. What source(s) did you use to make the floodplain determination? NC Floodmaps

Todd St. John March 10, 2010

Applicant/Agent's Printed Name Applicant/Agent's Sfg ture Date
(Agent's signature is valid only if an autho0ation letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Letter of Authorization
I Y? ??-vrv with the City of Fayetteville auth5rizes Kimley-
Horn and Associates, Inc. to act as our limited agent to coordinate with the U.S.
Army Corps of Engineers and North Carolina Division of Water Quality for the
preparation and submittal of jurisdictional determinations and 404/401 permits
applications associated with the North Carolina Veterans Park located in
Cumberland County, North Carolina. Authorization will terminate on either
final agency action or upon written notification from either parties involved.
Client Name: Ci of Fayetteville. North Carolina
Client Contact: Jo, ?`
L4 w h
Client Address: S? HAY S;MQL (
`aL`? (L,(- tL L3G ZIWI -SS37
Client Phone C? I O - ?j 3 -,1 -10 -71
Client Fag #: q'(D -L13-5 - 1 C??( Z
Client Email: Ck)(JJ , (-"U o' l??-Ofd
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a ?
Date

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2009-00613 County: Pender U.S.G.S. Quad: Fayetteville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant/Property Owner: Mr. Jeffrey Brown Mr. Todd Tuggwell
City of Fayetteville Kimley Horn & Associates, Inc.
Address: 433 Hay Street Post Office Box. 33068
Fayetteville, NC 28301 Raleigh, NC 27636
Phone Number: 910-433-1071 919-677-2000
Property description:
Size (acres) 5 Nearest Town Fayetteville
Nearest Waterway Cross Creek River Basin Cave Fear .
USGS HUC 0,30300040706 Coordinates N 35.05793 W -78.88443
Location description: The ro ert is adjacent Cross Creek and is located along Hillsboro Street south of Rowan
Street, east of Bragg Boulevard, in Fayetteville, Cumberland County, North Carolina
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the.law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of
the Clean Water Act (CWA}(33 USC 81344) Unless there Is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification
We strongly suggest you have the waters of the U.S. on your property delineated. Due to the size of your property and/or
our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more
timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the
Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on. Unless there is a change in the law or our published
regulations, this determination inay be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Page 1 of 2
Action ID: 2009-00613
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ronnie Smith at [phone]
Basis For Determination: Cross Creek and the unnamed tributary of Cross Creek exhibit an ordinary high water mark
as indicated by the absence of vegetation in the stream channels and the presence of bed and bank and sediment
deposition. The water bodies are tributaries of the Cane Fear River, which is a navigable water of the United States.
Corps Regulatory Official (Initial)' RDS
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Informatiori Sheet" to the file copy of this form.
Page 2 of 2
Date: May 14, 2009 Expiration Date: May 14 2014
Applicant: City of Fayetteville File Number: 2009- Date: May 14, 2009
00613
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION . D
.,PRELIMINARY JURISDICTIONAL DETERMINATION E

A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept of appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process b
y
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision and/or
the appeal process you may contact:
Ronnie Smith
PO Box 1890
Wilmington, NC 28402
If you only have questions regarding the appeal process
you may also contact:
Mr. Mike Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M IS
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
Date:
of appellant or
Telephone number:
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer; Wilmington Regulatory Division, Attn: Ronnie Smith, Project Manager,
Wilmington Regulatory Field Office, PO Box 1890, Wilmington, North. Carolina 28402
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801

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Department of Administration
Beverly Eaves Perdue, Governor
November 13, 2009
North Carolina
Ms. Beth Reed
City of Fayetteville
c/o Kimley-Horn and Associates, Inc.
P.O. Box 33068
Raleigh, NC 27636-3068
Britt Cobb, Secretary
Re: SCH File # 10-F.-0000-0129; EA/FONSI; Proposal to develop the North Carolina Veterans
Park project northwest of downtown Fayetteville, North Carolina;
Dear Ms. Reed:
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the State Environmental Policy Act. Due to the nature of the
comments received, no further environmental review action on your part is required for compliance with
the Act. The attached comments should be taken into consideration in project development.
Best regards.
Sincerely,
l ll'?
, /.1
Valerie W. McMillan, Director
State Environmental Review Clearinghouse
Attachments
cc: Region M
Mailing Address: Telephone: [phone] location Address:
1301 Mail Service Center Fax [phone] West Jones Street
Raleigh. NC 27699-1301 State Couricr 1#51-01-00 Raleigh. North Carolina
v-mail vulkrie.re.nrcnrillaniie?drw.nc.Qov
An Equal Qpporluniovt. irruative Action bsiplo)wr
11/12/2009 01:38 9197153060 NCDENR
ppsHa Fox Note 7871 "
To ' pool
AD7 Means ! Phone
North Carolina ID4:P=Ment of FnV raILJUU.i.L atiu x.aiuiai ivcauw.Lra
Beverly Eaves Perdue
Governor
mEMORANDUM
TO: Valerie McMillan
State Clearinghouse
FROM: Melba McGee
Environmen Review Manager
The D eot of Environment and Natural Resources has completed its review.
Our regional office within the geographic area of the proposed project has identified
permits that may be required prior to project construction. For more information, the
project applicant should notify the respective regional office marked on the back of the
attached permit form.
Thank you for the opportunity to review.
Attachment
PAGE 01/03
Dee Freeman
Seaw=y
1601 Mail Serrloe CenW. RWfth• North Cwotlna 276MI601 1?t? ?'?? ?
Phone: [phone] FAX: [phone] Internet www.snr.5t2W.ne.us 1? jf
An Egwl upper" t A/6mwdi" Aclan Employ.. - sox RsaydW % iQ% Post Comamsr Paper U
11/12/2009 01:38 9197153060 NCDENR PAGE 02/03
State orNorth Carolina 0
Mew. Department of Environment and Natural Resources Reviewing Oil
Z nua Derv.
INT$ItG4VERrnv[EI?ITAL RII;VIEW • PROJECT COMMENTS ProjoctNumher: `'p
After review or ibis prcjeet it has been demrmined that the DM psmrit(a) ardlar 4*mvsk iodicdAd may awd to be abtahted in order Ibr $?ie project b cheaply Will North
Carolina Law. Questions reguding these peeaits should be addressed to the Regional Office Itidicated on the reverse of tic form. All applications. Infarmadan and guiddiaa
and normhs are available from #A fame kervi l QW=-
_. Nom ml Prom Time
SPECIAL APPLICATION PROCEDURES or ItEQU1REMENTS (slalurory time Ihnit)
PF,RMIT$

P; it to wnstruat A ope*Me v+astawMar treaunan Application 90 days bcfon; begin eommuaion or award of conanuadon
sa;lions, sewer ay*vn «xns;ins h sowar syslaroa char, Ong tc impel tiom Post application technical confaremo aml. days
30
(90 days)
zot discharging "to state suffeee waters.
Applie0on Ito days bellom NO atxivicy. On-3k inspection. Pre-a Harlon
90-120 days
NPDE9 • permit to diachirga into surfscs vwakr mdlor eonfamm unal. Addhionaity obviin permit to connracx wLftwdff
ermit to of, aI and eerkunn t w=Wmter facilities tralmad faeillty grsnsed after NFDRS. Reply time 30 days after =dpt of
17 (WA)
p
discharging Irmo state surface water's. plane or issue of MILE permit-ruhh hew is law
30days
? Water Use Permit Pra appslaation kdinvW chnfertrioe usuilly oeegsuy (*A)
Complete virliewoo thus! be resolved mW permit iaaued prior to the 7 days
1-1 Well Comumion Fermis insullsr<on of a troll. (15 dogs)
Appiies w copy ma be served on t va adjaacrn riparian propery owner.
i ss days
re
On-site Inspection. Pre•epptdcadon wafbrm* vxW. Filling may nnqu

f=7 shad and Fill Mmit
ge
E Eynon to pill from KC. Dapowoa of Adminiscr than end Fedvml 00 days)
(
Oredto and Fill Permit
AppliceUon must be smbaiaed and Permit received prior to
Permits eengmd & o Air Poliurlon Abatermt
A construction and operation of the.ouroe. it a permit Is requited in an era tray:
foeilmed endkrr xmfnriab sources a par I S A NCAC Km without local m Wing, than them are additional roquirenenu and
(2Q,QI00 thru 2Q.0300) tims(s i (2Q.0113).
Ptamh to oonslnoet owes; T n 'xAkY as Application mud be submitted at loast 90 dogs prior to contraction or 40 days
17 per 11 A NCAC (2D.011K 2Q.0601) modifkstlon of the nnurae
Any open burning mociaaed with subjeapraposal
`? must be in compliance with 15 A NCAC 2D.1400
Demoltion or renovauats of dmctur'es containing
asbestos material mutt be in compliance with 15 A
WA 60 days
? NCAC 20.1110 (a) (1) %ib requinx notification and (94 days)
removal prior to demol(tion. Contact A Atoe Control
Group 919-7014430.

S A NCAC
Cam lox 56wca Perw+it requind under IS
2W
2D.0
The 9sdiiaantat;on 1W)vb9n Cwttrol Ant of 1973 must be properly addressed for any land diabnbing scdvhy. An erosion 3
nedimatdalim oontrol plan will W faq iM6 if eta or more seees to be disturbed. Flan filed whit props RagionW Office (Land Qu Illy 20 days
i.] Section) At load 30 days beMis beginning activity. A fcc ofS6S fb r the first acct or any port of an acre. Art txpras xview option Is (--V ms's)
available with additonal then.
5edimbentaflen wW cxeaion control must be WdreW in nooordw= with NCDOT's %*Wod program. ftnteliler attention should be giver W (30 days)
? dtWp and hnullmdon of sppropriMe perimeter acdtrnent trapping devisee a wev as eablc saormwera conveyances and orders, t
On-ft i dPOlon ON. Study bend filed %ft OM Bard aaeum varies
Will type mim end iwmbw or ease ofnf ogW datd. Asy we ndned graatst 30 days
LJ Mining Pow-it daft ono sere want be permitted. The oppmpriars bond mto be neasrveed (00 days)
WON site pennft Can be hatred.
I Nutth Carolina I)uniing parmM -- 00"nde iroepaetion by N.C, Division Reseal Reniurt A if poftWt exceeded days I day
(WA)

U Spooisi Ground Cleuanae Bunning Permit - 22 On4te invine Lion by N C. Division Fem Resauraw requited eifmore ism
five sons of ground etonting setlvh;m are inva Ived. Inspeedere aheuid be
I
day
counties in cal N.C. witlt o pflie soils requoned of seat tat days WISH =111 bum Is plumed
I._I I Rdinint radlides NIA 90.120 days
(WA)
It permit requited, oppiicstfort 60 day%befprt begin conwtrcdod. Appdcont
MM hire N.C. qualitled engliver to: prepare Visas, irjWW cortsaroWol
aUty cnualn u tao?mg to EH R spmvcd rims. May also a"re
, Dar, Ssfery Prxmit panmlt urMar ntoWN0 corarot program. And a 904 PWWh nom Corps of
bginoars, An Impoctlon of ale[ Is nstaeasty to verify Namd Clsnlf ill9fon. A 30 days
(60 days)
mhdmum fb 0=40 mtIL WCOmpanY floe appllWaon. An Wdttiwrad
proaon ims fix heed an a poram"s, or do top "cd ecru will tit Multpd
upon canipladan.
11/12/2009 01:38 9197153060 NCDENR PAGE 03/03
Nnrmal Prams Time
(etattaoTy time I lmit)
PERMITS SPECIAL APPLICATION PROCMIRES or REQtAR£MENTS
Pilo surety bond of 13.000 with 8NR running to Slate of NC efnditional that Iq days
(
;1 Pcrmir trt drill CKplOratery nit nr gs well any well opmcd by drill operator shall, upbh }iypthdonment, be pinned NIA
.. accordant to ENNR rules and retulaGa;at.
r
it 10 days
Perm
Application filed with" st least 10 days prior to issue a NIA
C7 Geophysical 6ploration Permit Application by lew. No standard spplustlon Ibmt.
Application fees based an ammm sin is pd. Mute include dcscrtpuon5 15-20 days
LI , State Lakes Conslrwtiah Permit & drawings of structure tit proof of ownership of riparian NIA
ro
60 taus
1 WatarQualityCata6catiat NIA 130days)
SS days
I:D CAMA Permit for MAJOR daval rtpmcnt V-50.00 fix must accompany lpplicsonn (ISO days)
? 22 days
LJ CAMA Permit for MINOR davolgrmenl $50.00 fee must accompany applicatim (25 days)
Vvmvi geodetic mtahumcnts are locaud in or these the project aroe. tf any montsrIVI foods to be moved or destroyed. piamc notify;
RC. GsWct c Survey. Aorl 27687 Ralei h, NC 27611
rl Abandonment of any wells,irmquned must be in w=rdarum with Tile I SA. Subdioptw3C.ol00,
I
Notilkation ortlic proper rogional oftice b raqucatctl it"orphan" uatlsgroWhd aloreso WAs (UiTS) am digavcrcd during arty eacatvatron opa0hon,
45 days
0 Compliance wttf 15A NGAC 2H I000 (Coasral Stormwmw kulea) W required. (NIA)
O Tar Pamlico or Maw Riparian Duf a RWar required.

bdia commemd (oac h ad duriad pages as nasty, hang certain to cite comment authority)
4
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
a A,sbievOle Regional Office
2090 US Highway 70
Swannanoa, NC 28778
828)296-4500
Fayetteville Regional Office
225 North Gi-eon Sheet, Suite 714
Fayetteville., NC 28301-5043
[phone]
D Mooresville Regional Office
610 Fwn Color Avenue, Suite 301
Mooresville, NC 28115
(704) 663) 699
11 Raleigh Regional Office
3800 Barrett Drive, Suitt 101
Raleigh, NC 27609
[phone]
n Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
0 Washington JR0001tal office
943 Washington Square Mall
Washington, NC 27889
[phone]
Winston-Salem Regional Ofriee
585 Waughtown Street
Winston-Salem, NC 27107
(336) 7715000
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF Ar-MINISTRATION
INTERGOVERNMENTAL REVIEW
COTN'il:CUMBERLAND G04: RECREATION FACILITIES/PARKS

STATE NUMBER: 10-E-0000-0129
DATE RECEIVED: 10/02/2009
AGENCY RESPONSE: 11/04/2009
REVIEW CLOSED: 11/09/2009
MS SHIRLEY FOYE
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
MID CAROLINA COG
PROJECT INFORMATION
APPLICANT: City of Fayetteville
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Proposal to deve.lop the North Carolina Veterans Park project northwest of
downtown Fayetteville, North Carolina; - approx. 8.5 acres in sire; includes a
visitor's center of approx. 3,500 square feet
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF 'ZHTS REVIEW THE FOLLOWING IS SUBMI'T'TED: F1 NO COMMENT COMMENTS ATTACHED
7
SIGNED BY: " a?j DATE:
?r
;r
?O r.-
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GovERNUR
November 3, 2009
MEMORANDUM TO:
North Carolina State Clearinghouse
Department of Administration
Intergovernmental Review
FROM: Darius D. Sturdivant )U?
Transportation Engineer
Transportation Planning Branch
EUGENE A OoNtI, JR.
Sr•.CRI TARY

SUBJECT: Proposal to develop the North Carolina Veterans Park project
Located northwest of downtown Fayetteville. Includes a Visitor's
Center, approx 3,500 sq. ft.
This proposed development also includes the replacement of the Rowan Street bridge and various
road improvements in the area. TIP Project #13-4490 is the replacement of the Rowan Street
bridge and is listed as a project in both the 2009-15 State Transportation Improvement Plan and
the current Fayetteville Metropolitan Planning Organization Transportation Improvement Plan.
Also included in this project are improvements to traffic operations at the Rowan Street, Bragg
Boulevard and Murchison Road intersection. Intersection improvements such as a roundabout are
being considered to help establish a seamless flow of traffic at this location which at this time
consists of various one-way street segments and overall is disjointed and somewhat awkward. In
addition, the enhancement of this location will serve as a gateway into Downtown Fayetteville with
the proposed Festival Park anticipated to be a major local and regional destination.
Right of way acquisition for this project is scheduled for FY 2012 and construction is scheduled to
begin FY 2014. The Project Development and Environmental Analysis Branch has recently held a
scoping meeting to discuss the project with NCDOT staff and will soon begin preparing the
Environmental Assessment document. The Transportation Planning Branch has also recently
prepared a traffic forecast which shows current traffic volumes and estimated future traffic
volumes needed to determine the proper roadway and pavement design plans needed for optimal
traffic operations.
More information regarding this project can be provided by the NCDOT Division 6 Engineer,
NCDOT Project Development and Environmental Analysis Branch and the Fayetteville
Metropolitan Planning Organization.
DDS
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
TRANSPORTATION PLANNING BRANCH
1564 MAIL SERVICE CENTER
RALEIGH NC 27899.1654
TELEPHONE: [phone]
FAX: [phone]
WEssITE: WWW.DOT.sTATE.Naus
LOCATION:
TRANSPORTATION SUILUNG
1 SOUTH WILMINGTON STREET
RALEIGH NC
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: CUMBERLAND G04: RECREATION FACILITIES/ PARKS STATE NUMBER:
DATE RECEIVED:
AGENCY RESPONSE
1"J L? V'? 1K 1'! (i), REVIEW CLOSED:
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 - ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
10-E-0000-0129
10/02/2009
11/04/2009
11./09/2009
UC I 0 5 dills
HISTORIC PRESERVATION OFFICE
CC&PS - DIV OF EMERGENCY MANAGEMENT
DF.NR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
MID CAROLINA COG
PROJECT INFORMATION
APPLICANT: City of Fayetteville
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of. No Significant Impact
l
c4t 0q
Qlv?
10
j,
Z,/a,
5 iC7 1, 0 l
DESC: Proposal to develop the North Carolina Veterans Park project northwest of
downtown Fayetteville, North Carolina; - approx. 8.5 acres in size; includes a
visitor's center of approx. 3,500 square feet
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your, response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOTLOWING IS SUBMITTED: NO COMMENT F] COMMENTS ATTACHED
SIGNED BY: Q-'Lez DATE:
OCT 0 6 2009
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
.,.,..+. _ ?.UMBERLAND G04: RECREATION FACILITIES/PARKS
CLEARINGHOUSE COORDINATOR
CC&PS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC # 4719
RALEIGH NC
REVIEW DISTRIBUTION
Z b A oj5
STATE NUMBER: 10-E-0000-0129
DATE RECEIVED: 10/02/2009
AGENCY RESPONSE: 11/04/2009
REVIEW CLOSED: 11/09/2009
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
MID CAROLINA COG
PROJECT INFORMATION
APPLICANT: City of Fayetteville
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant impact
DESC: Proposal to develop the North Carolina Veterans Park project northwest of
downtown Fayettevil_Le, North Carolina; - approx. 8.5 acres in size; includes a
visitor's renter of approx. 3,500 square: feet
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: 1-1 NO COMMENT S] COMMENTS ATTACHED
SIGNED BY:

DATE:
STA
Y4
??,..++YY as
r
1`. S
North Carolina Department of Crime Control and Public Safety
Division of Emergency Management
Office of Geospatial and Technology Management
Beverly Eaves Perdue, Governor
Reuben F. Young, Secretary
October 8, 2009
Ms. Valerie McMillan
State Clearinghouse
N.C. Department of Administration
1301 Mail Service Center
Raleigh, North Carolina 27699-1301
Subject: Intergovernmental Review State Number: 10-E-0000-0129
Proposed North Carolina Veterans Park
Fayetteville, Cumberland County
Dear Ms. McMillan:
H. Douglas Hoell, Jr., Director
As requested by the North Carolina State Clearinghouse, the North Carolina Department of
Crime Control and Public Safety Division of Emergency Management Office of Geospatial and
Technology Management (GTM) reviewed the proposed project listed above and comments are
provided below. It is our understanding that the City of Fayetteville proposes to create a new
public park and visitors center in the northwest downtown area that will impact an existing
floodplain area in Cumberland County.
The GTM Office has the following comments:
1) Section 1 of the Environmental Assessment/Finding of No Significant Impact (EA/FONSI)
included in the Clearinghouse documents states:
"The Park campus will include a visitor's center... a 1.5 acre plaia... and 3
acres of parking..."
Section 5.1 of the Environmental Assessment/Finding of No Significant Impact
(EA/FONSI) included in the Clearinghouse documents states:
Mail:
4719 Mail Service Center
Raleigh, NC 27699-4719
Telephone: [phone]
r ed-)
F?tWip?e?t
Location:
1812 Tillery Place, Suite 105
Raleigh, NC 27604
Fax: [phone]
-WA±'?±'=N?'S?:?altts. A Nationally.lcsreditr+d,ll;eac.?+
An Equal (W ornmitv/Affirewtive Action Employer
Valerie McMillan
October 8, 2009
Page 2
"Fill material will be removed from the floodplain of Cross Creek and
portions of the unnamed tributary to Cross Creek will be relocated."
2) Figures 1 through 6 of the EA/FONSI show the location of the proposed structure, plaza
and parking associated with the subject project. Site improvements are proposed in the
Special Flood Hazard Area (SFHA) of Cross Creek.
3) Digital Flood Insurance Rate Map (DFIRM) Number 3720043700J shows the current
effective SFHA of Cross Creek. The SFHA is labeled Zone AE (Base Flood Elevations and
floodway boundaries determined).
4) Site grading and construction of new buildings within a mapped SFHA is subject to
provisions of Cumberland County's floodplain ordinance. These activities within the
SFHA may require:
a. A Floodplain Development Permit from Cumberland County; and
b. Submittal and approval of either:
i. A no-rise certification if proposed construction does not increase base flood
elevations; or
ii. A Conditional Letter of Map Revision (CLOMR) if proposed construction
results in increased base flood elevations.
Please consult Cumberland County's floodplain administrator for guidance on permitting per
Comment 4 above, and for any additional local requirements.
Thank you for your cooperation and consideration. If you have any questions concerning the
above comments, please contact Randy Mundt, AICP, CFM, the Acting NC NFIP State
Coordinator at [phone], by email at rtnundt(&ncem.or or at the address shown on the
footer of this documents.
Sincerely,
f,
F
Kenneth W. Ashe, P.E., CFM
Assistant Director
cc: Randy Mundt, Acting NC NFIP State Coordinator
Mail:
4719 Mail Service Cwtcx
Raleigh, NC 27699-4719
Telephone: [phone]
EMAP
Location:
1812 Tillery Place, Suite 105
Raleigh, NC 27604
Fax: [phone]
wulL ?N?s?'t imcCunl ?l.u? A Nationally Accredited Agency
An Equal Opporhmity/Affirmalive Action Employer
Environmental Assessment
and Finding of No Significant Impact
North Carolina Veterans Park
City of Fayetteville
Prepared for:
City of Fayetteville
Fayetteville, North Carolina
September 2009
©Kimley-Hom and Associates, Inc., 2009
Environmental Assessment and Finding of
No Significant Impact
North Carolina Veterans Park
City of Fayetteville, North Carolina
Agency Contact:
City of Fayetteville, North Carolina
Prepared By:
Kimley-Horn and Associates, Inc.
3001 Weston Parkway
Cary, North Carolina 27513
September 2009
KHA lob #011017008
Table of Contents
1. Project Description ............................................................................................................1
2. Purpose of Proposed Project ............................................................................................. 1
3. Alternatives Analysis ......................................................................................................... 2
4. Environmental Conditions ................................................................................................ 3
4.1 Topography .................................................................................................................... 3
4.2 Soils ................................................................................................................................. 4
4.3 Land Use ......................................................................................................................... 4
4.4 Wetlands ......................................................................................................................... 5
4.5 Prime or Unique Agricultural Lands ............................................................................ 5
4.6 Public Park Lands, Scenic, Recreational, and State Natural Areas ............................. 5
4.7 Areas of Archaeological or Historical Value ................................................................ 5
4.8 Air Quality ....................................................................................................................... 6
4.9 Noise Levels .................................................................................................................... 6
4.10 Water Resources ............................................................................................................ 6
4.10.1 Surface Water .......................................................................................................... 6
4.10.2 Groundwater ............................................................................................................ 7
4.11 Forest Resources ............................................................................................................ 7
4.12 Shellfish or Fish and Their Habitats ............................................................................. 8
4.13 Wildlife and Natural Vegetation ................................................................................... 8
4.14 Introduction of Toxic Substances ................................................................................. 8
5. Environmental Consequences .......................................................................................... 9
5.1 Topography ................................................................................................................... .9
5.2 Soils ................................................................................................................................. 9
5.3 Land Use ......................................................................................................................... 9
5.4 Wetlands ....................................................................................................................... 10
5.5 Prime or Unique Agricultural Lands .......................................................................... 10
5.6 Public Park Lands, Scenic, Recreational, and State Natural Areas ........................... 10
5.7 Areas of Archaeological or Historical Value .............................................................. 10
5.8 Air Quality ..................................................................................................................... 10
5.9 Noise Levels .................................................................................................................. 11
5.10 Water Resources .......................................................................................................... 11
5.10.1 Surface Water ........................................................................................................ 11
5.10.2 Groundwater .......................................................................................................... 12
5.11 Forest Resources .......................................................................................................... 12
5.12 Shellfish or Fish and Their Habitats ........................................................................... 12
5.13 Wildlife and Natural Vegetation ................................................................................. 12
5.14 Introduction of Toxic Substances ............................................................................... 13
6. Mitigation Measures ........................................................................................................ 13
7. State and Federal Permits Required ............................................................................... 13
8. Conclusion ........................................................................................................................ 14
9. References ........................................................................................................................ 15
North Carolina Veterans Park
Environmental Assessment September 2009
List of Figures
Figure 1- Project Location Map
Figure 2 - Existing Conditions Map (2007 Aerial Photograph)
Figure 3 - USGS Topographic Map (Fayetteville, NC; 1987)
Figure 4 - FEMA Floodplain Map
Figure 5 - NRCS Cumberland and Hoke Counties Soil Survey Map (1984)
Figure 6 - Site Plan
Appendices
Appendix A - Site Photographs
Appendix B - Agency Correspondence
Appendix C - Environmental Data Resources Radius Map Report
Appendix D - USFWS and NCNHP Database Search Results for State and Federal Listed Species in
Cumberland County
North Carolina Veterans Park
Environmental Assessment September 2009
1. Project Description
The City of Fayetteville is proposing to create the North Carolina Veterans Park (the Park)
northwest of downtown Fayetteville in a heavily urbanized area. The Park site is approximately
8.5 acres in size and is bounded by the existing Airborne and Special Operations Museum
(ASOM) to the south, Cross Creek to the north, Bragg Boulevard to the west, and a railroad
corridor to the east, as shown on Figure 1. The Park campus will include a visitor's center of
approximately 3,500 square feet, a 1.5 acre plaza area with a variety of outdoor exhibits and 3
acres of parking and vehicular access, which includes 2.5 acres of existing parking currently used
by the ASOM. The new parking area will continue to be shared with the ASOM. The visitor's
center will have restrooms and house indoor exhibits. The plaza area may include outdoor
exhibits such as interpretive walls and art pieces, gardens, water features, and walks, which will
connect to a greenway, Freedom Trail, along Bragg Boulevard. Universal design/accessibility will
be a major emphasis in designing the improvements. The proposed design of the Park is shown
in Figure 6.
The majority of the Park site is currently within highly disturbed and/or paved areas. Land
development activities, including excavation, grading, placement of fill, and building
construction, will be necessary to establish the visitor's center, plaza and outdoor exhibits,
landscaping, greenway, parking, and vehicular access. Construction of the Park will also include
the restoration of a short section of a highly degraded tributary that emerges from a pipe and
flows along the east side of Hillsborough Street to Cross Creek. Stormwater runoff from the
Park will be treated using bioretention areas and other infiltration devices designed to improve
water quality. Additionally, a 75 foot-wide riparian buffer along Cross Creek will be improved
through the removal of fill material and establishment of native vegetation along the stream
banks to filter pollutants and improve bank stabilization.
2. Purpose of Proposed Project
The purpose of the Park, as established in Senate Bill 1611 of the General Assembly of North
Carolina, is to honor North Carolina Veterans and provide a community Park downtown, while
enhancing the downtown Fayetteville area. Public funding for the Park was approved by the
North Carolina State Legislature in July, 2008, and the Park program was developed by a team of
North Carolina Veterans Park
Environmental Assessment 1 September 2009
stakeholders that included veterans from all military branches. Program elements will reflect
the experience and lives of North Carolina veterans and their families from all branches and
time periods. The Park is not intended to be as much of a memorial as it is a gathering place for
veterans to share their lives and experiences with one another and with their family and friends.
The main purpose of the Park is best described in the following paragraph which is the vision
statement for the project:
"From the soils of North Carolina, they left their families and homes with the
purpose to serve their country.
In service, they made sacrifices.
They are Veterans.
Veterans and their relations reflect on and share their experiences ... and heal.
They feel pride in their service and want the world to know.
Veterans find the power to live their lives and bond with their fellow veterans.
They find inspiration as North Carolina welcomes them home and honors them."
3. Alternatives Analysis
Two alternatives are considered in this document - no build and build. The no build alternative
would result in avoidance of all impacts, and no change to the environmental conditions
evaluated in the document. Additionally, this alternative would forego any environmental
benefit resulting from stream restoration, installation of stormwater treatments, and
establishment of riparian buffers proposed by the project. The City of Fayetteville has proposed
the project as a public amenity and, more importantly, as a way to honor North Carolina
veterans. This project purpose is particularly relevant at this point in time, given the recent
efforts of North Carolina's veterans. Because the no build alternative would not meet this
stated objective, this alternative is not considered a viable alternative.
The second (selected) alternative includes construction of the Park at the proposed site. Section
4 of this document identifies the existing conditions on the selected site, and Section 5 describes
the anticipated impacts associated with this alternative. The proposed site meets the project
North Carolina Veterans Park
Environmental Assessment 2 September 2009
purpose, and is located in close proximity to downtown Fayetteville and to the adjoining ASOM.
This provides the added benefit of adding on to existing parking facilities to meet the parking
demands of both the ASOM and the Park. The land for the proposed site is currently owned by
the City of Fayetteville, thereby avoiding the additional cost of land acquisition. Additionally,
the Park is intended to draw visitors from all over the State. It is anticipated that the proximity
of the site to adjoining transportation corridors provides easy access to the well traveled 1-95
corridor, making it a convenient stop for those passing through the area.
Other project sites were not considered for the Park. An important component of the Park is
that it will act as a northwest gateway to downtown Fayetteville. This condition essentially
eliminates other project locations due to several factors. There are no available parcels to the
north of downtown Fayetteville that provide the necessary space and access as the proposed
site. Most parcels are privately owned, not large enough, or improperly zoned for the proposed
use. Selection of another site would also result in environmental impacts that may be equal to
or greater than those associated with the selected alternative.
4. Environmental Conditions
Field reconnaissance of the proposed site was conducted by Kimley-Horn and Associates, Inc. in
March, 2009 to assess existing site conditions. The project area is approximately 8.5 acres and
has been historically developed, but currently consists entirely of paved and grassy areas. A
building in the northwest corner of the project area, visible on Figure 2, has recently been
demolished and removed from the site. Cross Creek marks the northern boundary of the
property. An unnamed tributary to Cross Creek is located parallel to and east of Hillsboro Street
and provides an outlet for stormwater runoff from downtown Fayetteville. Site photographs
taken in January and April, 2009 are included with this document as Appendix A.
4.1 Topography
The majority of the site is relatively flat at an elevation of approximately 110 feet above mean
sea level (MSL) at the highest point. A fairly steep embankment slopes to the lowest point, at
approximately 80 feet above MSL at Cross Creek (Figure 3). Portions of the landscape have been
graded, and fill has been added to the floodplain of Cross Creek for previous construction of the
North Carolina Veterans Park
Environmental Assessment 3 September 2009
existing paved parking lot associated with the ASOM. The project site is located within areas
regulated by the Federal Emergency Management Agency (FEMA) as floodway (AEFW), 100-year
floodplain (AE), and 500-year floodplain (Shaded X), based on review of the City of Fayetteville,
Cumberland County, North Carolina Flood Insurance Rate Map (Panel 3720043700J, January 5,
2007) as shown on Figure 4.
4.2 Soils
The project site is located in the geologic Cape Fear Formation of the southeastern Piedmont
physiographic province of North Carolina. Based on a review of the Natural Resources
Conservation Service (NRCS) Cumberland and Hoke Counties Soil Survey (NRCS, 1984), the
project site soils are comprised of Urban Land and Roanoke-Urban land complex (Figure 5). The
Urban Land map unit describes areas comprised of greater than 85 percent urban development.
These areas are covered by buildings, houses, streets, parking lots, or other such urban uses. As
a result of extensive urbanization, the natural soils have been altered by changes to the
topography and original landscape. Surface runoff is very high in these areas, which increases
the flooding hazard in low-lying areas. Urban land is not included on the North Carolina Hydric
Soils List (NRCS; January, 2009). In the northern portion of the project area, the soils associated
with Cross Creek are mapped as Roanoke-Urban land complex. This complex consists of areas of
Roanoke soils intermingled with Urban land. Roanoke soils are nearly level and poorly drained
with slow permeability. The seasonal high water table is at or near the ground surface for
extended periods of time outside of the growing season. Due to slow surface runoff, ponding of
water may result during wet periods and in some areas, this soil is subject to rare flooding.
Roanoke-urban land complex is included on the North Carolina Hydric Soils List.
The site review confirmed that soils within the project area have been impacted from urban
development and consist primarily of various fill materials from previous grading and
construction onsite.
4.3 Land Use
The majority of the project site is currently open land and is not utilized for any specific
purposes. Approximately 2.5 acres of the project site, south of Walter Street, are currently a
North Carolina Veterans Park
Environmental Assessment 4 September 2009
paved parking area used for the Airborne and Special Operations Museum (ASOM). The project
area is zoned by the City of Fayetteville Planning Department as C2 - Central Business District
and C3 - Heavy Commercial District. Adjacent properties are also zoned C2 or C3.
4.4 Wetlands
The project area is located on upland soils and is well drained. No wetlands were identified on
the project site during site review by KHA. The lack of wetlands onsite was confirmed by the U.S.
Army Corps of Engineers (USACE) during a site review conducted on March 24, 2009. The U.S.
Fish and Wildlife Service's (USFWS) National Wetland Inventory (NWI) map does not identify any
wetlands onsite. A Jurisdictional Determination issued by the USACE on May 14, 2009 is
included in Appendix B.
4.5 Prime or Unique Agricultural Lands
Prime farmland does not include land already in or committed to urban development. There are
no prime or unique agricultural lands identified in the project area.
4.6 Public Park Lands, Scenic, Recreational, and State Natural Areas
The project site is located on property owned by the City of Fayetteville. Land purchases
associated with the park site were made utilizing state grant funds; however, no federal funding
was involved in the park purchase. No federal or state designated public park lands, scenic,
recreational, or state natural areas are currently located within the proposed project site. The
proposed project will establish a public park to honor North Carolina's Veterans.
4.7 Areas of Archaeological or Historical Value
A review of properties that are listed or eligible for listing on the National Register of Historic
Places within the vicinity of the project site was conducted at the State Historic Preservation
Office (SHPO) on April 17, 2009. No listed properties or properties that are eligible for listing on
National Register properties were identified within the project site.
North Carolina Veterans Park
Environmental Assessment 5 September 2009
Additionally, a review of maps and records was conducted at the Office of State Archaeology
(OSA). Previous reviews of the project area by the OSA have identified a significant
archaeological site within the vicinity of the project. An early Fayetteville spring, known as
Scotch Spring, is located north of Hay Street, near Maiden Lane, east of the project site. Scotch
Spring dates back to the McRae map of 1825 and is believed to have been used as early as the
late 18th century. The precise location of the spring is unknown as the area is currently paved and
used as a parking lot (Robinson, 1986). The estimated location of the spring is shown on Figure 2.
No historical structures were observed during onsite review of the project area in March, 2009.
4.8 Air Quality
Currently, air quality at the proposed project site is typical of general urban areas within the City
of Fayetteville. Current sources of air emissions include automobiles, heating and cooling units,
and generators. As of 2008, Cumberland County is a designated Attainment Area for ozone and
particulate matter, as well as all other criteria pollutants.
4.9 Noise Levels
Current noise levels onsite are typical of general urban areas within the City of Fayetteville and
are largely attributable to vehicular traffic and generators. Existing noise levels at the project
site are elevated during high volume traffic hours due to major thoroughfares located directly
north, west, and east of the project area. An additional, existing source of noise is from railroad
traffic to the east of the project area.
4.10 Water Resources
4.10.1 Surface Water
The site is located within the Cape Fear River Basin (USGS Hydrologic Unit Code #03030004) and
within North Carolina Division of Water Quality (NCDWQ) sub-basin 03-06-15. Cross Creek
(stream index #18-27-(3)) and an unnamed tributary to Cross Creek (UT 1) were observed on the
project site during the field review. Cross Creek is identified on the USGS topographic map as
well as the NRCS Soil Survey and flows from west to east across the northern portion of the
project site. From a point upstream of the project site to the Cape Fear River, Cross Creek is
North Carolina Veterans Park
Environmental Assessment 6 September 2009
classified as "C" waters. Class "C" waters are protected for uses such as secondary recreation,
fishing, wildlife, fish consumption, aquatic life, and agriculture.
The unnamed tributary to Cross Creek originates within the project site at the outfall of at least
two cement culverts and flows for approximately 270 feet from south to north, along Hillsboro
Street, to its confluence with Cross Creek. This tributary does not appear on the USGS
topographic map or the NRCS Soil Survey.
The entire project site drains either directly to Cross Creek or to Cross Creek by way of UT 1.
The unnamed tributary to Cross Creek serves as an outlet for multiple stormwater collection
points in downtown Fayetteville. Neither Cross Creek, nor the unnamed tributary to Cross Creek
are included on the 2006 Final 303(d) List of Impaired Streams compiled by NCDWQ.
Both Cross Creek and UT 1 are perennial features and are considered by the USACE to be Waters
of the U.S.
4.10.2 Groundwater
Based upon aquifer maps from the North Carolina Division of Water Resources, the project site
is underlain by the freshwater extent of the Upper Cape Fear aquifer. The Upper Cape Fear
aquifer is present at elevations of 295 feet above MSL to 2394 feet below MSL, averaging 394
feet below MSL. The aquifer is composed of very fine to coarse sands and occasional gravels.
Wells typically yield 200 to 400 gallons per minute.
4.11 Forest Resources
There are no forest resources on the site. Within the project boundary, vegetation is limited to
thin buffers along Cross Creek and the unnamed tributary to Cross Creek. Plant species present
within this buffer include, but are not limited to, red maple (Acer rubrum), sweetgum
(Liquidambar styracifluo), loblolly pine (Pinus taeda), black willow (Salix nigra), and exotic
invasive species including wisteria (Wisteria sp.) and Japanese honeysuckle (Lonicera japonica).
Grassy areas maintained by periodic mowing include species such as clover (Trifolium sp.),
Fescue sp., and dandelion (Taraxacum sp.).
North Carolina Veterans Park
Environmental Assessment 7 September 2009
4.12 Shellfish or Fish and Their Habitats
Fish or shellfish habitat on the site is limited to Cross Creek and the unnamed tributary to Cross
Creek. Both Cross Creek and its unnamed tributary are perennial features; however they do not
provide high quality habitat for fish or shellfish. Both features are highly incised with eroding
stream banks, and both are degraded as a result of their urban setting and high levels of
stormwater input, which may lead to elevated levels of contaminants and pollution.
4.13 Wildlife and Natural Vegetation
There is sparse natural vegetation within the site. Mammals typical of such urban settings, such
as gray squirrel (Sciurus carolinensis), opossum (Didelphis virginiona), and eastern cottontail
(Sylvilagus floridanus) may utilize the project site for foraging. Reptiles that may occur in and
around the project site include black racer (Coluber constrictor), rat snake (Elaphe obsolete), and
bullfrog (Rana catesbeiana). Birds observed during field reconnaissance included northern
cardinal (Cardinalis cardinalis), American crow (Corvus brachyrhynchos), and Carolina wren
(Thryothorus ludovicianus).
A review of North Carolina Natural Heritage Program (NCNHP) and U.S. Fish and Wildlife Service
(USFWS) lists of protected species for Cumberland County (conducted May 19, 2009) revealed
thirty-two state threatened or endangered species. Included among these are seven federally
listed threatened or endangered species (database updated 01/31/2008). Additionally, the
review of the NCNHP element occurrence database identified no documented occurrences of
any federally threatened or endangered species listed for Cumberland County onsite or within
the site vicinity. Critical habitat was not observed during field reconnaissance for any state or
federal species listed as threatened and endangered. A complete listing of all state and federal
listed species for Cumberland County in included in Appendix D.
4.14 Introduction of Toxic Substances
A review of an Environmental Data Resources, Inc. (EDR) Radius Map Report compiled on May
20, 2009 did not identify any hazardous or toxic substances stored, transported, or stored on
the target property. The EDR Report (located in Appendix C) includes a complete list of
North Carolina Veterans Park
Environmental Assessment
8
September 2009
underground storage tanks and hazardous materials recorded at surrounding sites. Fifteen
leaking underground storage tanks (LUSTS) and 23 U.S. Brownfields sites are located within
approximately one half mile of the project site.
5. Environmental Consequences
5.1 Topography
There will be impacts to the landscape. Existing asphalt will be removed and topography will be
graded and altered to construct the visitor's center and new parking area. Fill material will be
removed from the floodplain of Cross Creek and portions of the unnamed tributary to Cross
Creek will be relocated. No indirect or cumulative impacts to topography will occur as a result
of this project.
5.2 Soils
The reconstruction of the existing parking lot and construction of the plaza, new parking area,
and visitor's center will have minor impacts to soils. Historical fill will be removed from a
floodplain bench along Cross Creek and a riparian buffer with native vegetation will be
established. The proposed project will not result in indirect or cumulative impacts to soils in the
vicinity of the project.
5.3 Land Use
Currently, the project site exists as largely unused open space owned by the City of Fayetteville.
The proposed project will transform this open space into an aesthetically pleasing open space
and provide visitors and citizens of Fayetteville a community park as well as a enhance the
northwest gateway of the Fayetteville downtown area. This project is consistent with the
surrounding land uses, including the adjacent Airborne and Special Operations Museum which
also serves as a salute to the United States Army's Airborne and Special Operations Units. The
proposed project site and the adjacent properties are currently zoned as Business and Heavy
North Carolina Veterans Park
Environmental Assessment
9
September 2009
Commercial Districts. No Indirect or cumulative impacts to land use will occur as a result of the
proposed project.
5.4 Wetlands
Not applicable - no wetlands are located within the project area or immediate vicinity. No
indirect or cumulative impacts are anticipated to wetlands as a result of this project.
5.5 Prime or Unique Agricultural Lands
Not applicable - no Prime or Unique Agricultural Lands are located within the project area or
immediate vicinity. In addition, there are no farmlands near the proposed site. Accordingly, no
indirect or cumulative impacts are anticipated to Prime or Unique Agricultural Lands as a result
of this project.
5.6 Public Park Lands, Scenic, Recreational, and State Natural Areas
The proposed project will transform unused open space into a community park for utilization by
visitors and citizens to downtown Fayetteville.
5.7 Areas of Archaeological or Historical Value
Impacts to areas of archaeological or historical value are not anticipated to result from the
construction of the proposed project. Coordination with SHPO and OSA will be conducted as
necessary in response to any comments or recommendations presented by these agencies with
regards to the proposed project.
5.8 Air Quality
During construction, minor and transitory air quality impacts may occur primarily consisting of
localized fugitive dust. There will be no open burning during construction. It is anticipated that
post-construction air quality will remain at its pre-construction condition. No additional air
quality permitting will be required. The proposed project will not result in indirect or cumulative
impacts to air quality.
North Carolina Veterans Park
Environmental Assessment 10 September 2009
5.9 Noise Levels
Temporary noise levels associated with the removal of existing concrete, grading, and
construction of the new visitor's center, outdoor exhibits, and parking lot will be managed in
accordance with local ordinances. Post-construction noise levels may be slightly elevated during
park hours, but overall are anticipated to be consistent with pre-construction conditions.
However, there may be specific organized community or military events that will occur from
time to time that will experience increased noise levels to some degree. These increases to
noise level will be short in duration and in compliance with the local ordinances governing noise
level (including such restrictions as time of day). No indirect or cumulative impacts are
anticipated to noise levels as a result of this project.
5.10 Water Resources
5.10.1 Surface Water
The construction of the project may create the potential for temporary increases to the
sediment loads in stormwater generated on-site during the construction process. The
construction phase of the project will incorporate all City of Fayetteville and State of North
Carolina mandated soil erosion and sedimentation control measures as defined by an approved
project sediment and erosion control plan. Stormwater runoff from the Park will be treated
using bioretention areas and other infiltration devices designed to improve water quality.
The proposed project includes restoration of the unnamed tributary to Cross Creek using natural
stream techniques. The channel will be relocated towards the railroad right-of-way and will
continue to flow north to Cross Creek. Floodplain benches, riffle-pool complexes, and a riparian
buffer will be established as part of the restoration. The proposed project also will establish a
75-foot wide vegetated buffer along the southern bank of Cross Creek, per the City of
Fayetteville NPDES Phase II Stormwater ordinance. No indirect or cumulative impacts are
anticipated to surface water as a result of this project.
North Carolina Veterans Park
Environmental Assessment 11 September 2009
5.10.2 Groundwater
Groundwater resources will not be impacted by the proposed renovations or construction. The
proposed facilities will utilize the existing infrastructure, thus no new wells will be installed. No
indirect or cumulative impacts are anticipated to groundwater as a result of this project.
5.11 Forest Resources
Not applicable - no forest resources are located within the project site or in the immediate
vicinity of the project. Accordingly, the proposed project will not result in indirect or cumulative
impacts to forest resources.
5.12 Shellfish or Fish and Their Habitats
Construction activities may temporarily increase the levels of sediment erosion onsite and may
lead to a temporary increase in levels of sedimentation in Cross Creek and its unnamed
tributary. The proper employment of sediment control methods will be utilized to control soil
erosion and minimize any potential impacts to shellfish, fish, or aquatic habitat that may be
present within or downstream of the project site. No indirect or cumulative impacts are
anticipated to shellfish or fish and their habitats as a result of this project.
5.13 Wildlife and Natural Vegetation
The site is located in an urban setting. Trees are located along the banks of the stream;
however, the site is disconnected from other wildlife habitats by development and extensive
culvert systems within the stream both upstream and downstream of the project area. As a
result, it is not anticipated that wildlife utilize the site. Vegetation on the site is predominantly
grass cover or invasive, non-native species. As a result no impact to wildlife, protected
species or natural vegetation is anticipated to occur. Additionally, because of the extensive
development around the site, no indirect or cumulative impacts to wildlife and natural vegetation
are anticipated to occur as a result of the project.
North Carolina Veterans Park
Environmental Assessment 12 September 2009
5.14 Introduction of Toxic Substances
Coordination with NCDENR is not anticipated as no hazardous or toxic substances were
identified onsite. There will be no toxic substances managed at this facility.
6. Mitigation Measures
The potential environmental impacts associated with the project will be limited to temporary
impacts associated with sediment erosion during the construction phase. An approved
Sedimentation and Erosion Control Plan will be in place before proceeding with the project to
control soil erosion impacts during construction.
7. State and Federal Permits Required
The following permits and/or approvals from state and federal agencies will be acquired:
¦ A Clean Water Act Section 404 Permit Authorization must be issued by the USACE for
discharges within regulated waters of the U.S. These proposed impacts result from
stream restoration of the tributary to Cross Creek. It is anticipated that a Nationwide
Permit #18 will be used to authorize all proposed impacts.
¦ A Clean Water Act Section 401 Water Quality Certification is required from the NCDWQ
for impacts to streams and wetlands regulated by the State of North Carolina. These
proposed impacts result from stream restoration of the tributary to Cross Creek. It is
anticipated that the work will be covered by a General Certification #3705.
¦ An Erosion and Sediment Control Permit is required from the North Carolina Division of
Land Resources for disturbances associated with clearing and construction.
¦ An Encroachment Agreement is required from the NCDOT for work within/under
roadway corridors.
¦ A National Pollution Discharge Elimination System (NPDES) Phase II Stormwater Permit
is required from NCDWQ Surface Water Protection Section for construction associated
with this project.
¦ A Conditional Letter of Map Revision (CLOMAR) will be obtained from the Federal
Emergency Management Agency (FEMA).
North Carolina Veterans Park
Environmental Assessment 13 September 2009
8. Conclusion
The City of Fayetteville, after preparation of this EA, has concluded that there is a Finding of No
Significant Impact (FONSI) and will not be preparing an Environmental Impact Statement (EIS).
Signed
Agency
North Carolina Veterans Park
Environmental Assessment 14 September 2009
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Appendix A
Site Photographs

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and Associates Inc.

Appendix B
Agency Correspondence
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2009-00613 County: Pender U.S.G.S. Quad: Fayetteville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant/Property Owner: Mr. Jeffrey Brown Mr. Todd Tuggwell
City of Fayetteville Kimley Horn & Associates, Inc.
Address: 433 Hay Street Post Office Box. 33068
Phone Number:
Property description:
Size (acres)
Nearest Waterway
USGS HUC
Fayetteville, NC 28301
910-433-1071
5
Cross Creek
030300040706
Raleigh, NC 27636
919-677-2000
Nearest Town Fayetteville
River Basin a Fear .
Coordinates N 35.05793 W -78.88443
Location description: The property is adjacent to Cross Creek and is located along Hillsboro Street south of Rowan
Street, east of Braes Boulevard, in Fayetteville, Cumberland County, North Carolina
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
determination may be relied upon for aperiod ,not to exceed five years from the date of this notification.
We strongly suggest you have the waters of the U.S. on your property delineated. Due to the size of your property and/or
our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more
timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the
Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Page 1 of 2
Action ID: 2009-00613
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ronnie Smith at [phone]
Basis For Determination: Cross Creek and the unnamed tributary of Cross Creek exhibit an ordinary high water mark
as indicated by the absence of vegetation in the stream channels and the presence of bed and bank and sediment
deposition The water bodies are tributaries of the Cape Fear River, which is a navigable water of the United States.
Corps Regulatory Official (Initial): RDS
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal' form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2
Date: May 14, 2009 Expiration Date: May 14.2014
Applicant: City of Fayetteville File Number: 2009- Date: May 14, 2009
00613
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT Standard Permit or Letter of permission B.
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
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A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein
you may re
uest that the
,
q
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions th
i
ere
n, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process b
y
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section Il of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.).
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision and/or
the appeal process you may contact:
Ronnie Smith
PO Box 1890
Wilmington, NC 28402
If you only have questions regarding the appeal process
you may also contact:
Mr. Mike Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta,.Georgia.30303-8.801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
Date: Telephone number:
of appellant or
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer; Wilmington Regulatory Division, Attn: Ronnie Smith, Project Manager,
Wilmington Regulatory Field Office, PO. Box 1890, Wilmington, North. Carolina 28402
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801
UTWOM
V4

Appendix C
Environmental Data Resources, Inc. Radius Map Report
NC VP
NC VP
Fayetteville, NC 28301
I Inquiry Number: 2499625.1s
May 20, 2009

(rEDRO Environmental Data Resources Inc

440 Wheelers Farms Road
Milford, CT 06461
Toll Free: 800.352.0050
www.edrnet.com
FORM-NULL-COU
TABLE OF CONTENTS
SECTION
PAGE
Executive Summary ------------------------------------------------------- ES1
Overview Map----------------------------------------------------------- 2
Detail Map-------------------------------------------------------------- 3
Map Findings Summary ---------------------------------------------------- 4
Map Findings------------------------------------------------------------ 7
Orphan Summary --------------------------------------------------------- 108
Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum------------------------------------------ A-1
Physical Setting Source Summary -------------------------------------------- A-2
Physical Setting Source Map------------------------------------------------ A-7
Physical Setting Source Map Findings ---------------------------------------- A-8
Physical Setting Source Records Searched------------------------------------. A-12
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Reportthat coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLI D, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2009 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TC2499625.1 s Page 1
EXECUTIVE SUMMARY
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA's Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
NC VP
FAYETTEVILLE, NC 28301
COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
35.057700 - 35° 3'27.7"
78.885000 - 78° 53' 6.0"
Zone 17
692881.2
3881289.5
99 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map:
Most Recent Revision:
East Map:
Most Recent Revision:
TARGET PROPERTY SEARCH RESULTS
35078-A8 FAYETTEVILLE, NC
1997
35078-A7 VANDER, NC
1997
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL-------------------------- National Priority List
Proposed NPL---------------- . Proposed National Priority List Sites
NPL LIENS-------------------- Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL----------------- National Priority List Deletions
TC2499625.1s EXECUTIVE SUMMARY 1
EXECUTIVE SUMMARY
Federal CERCLIS NFRAP site List
CERC-NFRAP---------------- CERCLIS No Further Remedial Action Planned
Federal RCRA CORRA CTS facilities list
CORRACTS------------------. Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF------------------ RCRA - Transporters, Storage and Disposal
Federal RCRA generators list
RCRA-SQG------------------- RCRA - Small Quantity Generators
Federal institutional controls / engineering controls registries
US ENG CONTROLS--------- Engineering Controls Sites List
US INST CONTROL--------- Sites with Institutional Controls
Federal ERNS list
ERNS------------------------- Emergency Response Notification System
State and tribal landfill and/or solid waste disposal site lists
SWF/LF----------------------- List of Solid Waste Facilities
OLI---------------------------- Old Landfill Inventory
State and tribal leaking storage tank lists
INDIAN LUST----------------- Leaking Underground Storage Tanks on Indian Land
State and tribal registered storage tank lists
INDIAN UST------------------ Underground Storage Tanks on Indian Land
State and tribal institutional control / engineering control registries
INST CONTROL-------------- No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
INDIAN VCP------------------ Voluntary Cleanup Priority Listing
VCP--------------------------- Responsible Party Voluntary Action Sites
State and tribal Brownbelds sites
BROWNFIELDS--------------. Brownfields Projects Inventory
ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Landfill / Solid Waste Disposal Sites
ODI---------------------------. Open Dump Inventory
TC2499625.1s EXECUTIVE SUMMARY 2
EXECUTIVE SUMMARY
DEBRIS REGION 9----------- Torres Martinez Reservation Illegal Dump Site Locations
HIST LF----------------------- Solid Waste Facility Listing
INDIAN ODI------------------- Report on the Status of Open Dumps on Indian Lands
Local Lists of Hazardous waste / Contaminated Sites
US CDL----------------------- Clandestine Drug Labs
Local Land Records
LIENS 2----------------------- CERCLA Lien Information
LUCIS------------------------- Land Use Control Information System
Records of Emergency Release Reports
HMIRS------------------------ Hazardous Materials Information Reporting System
Other Ascertainable Records
RCRA-NonGen---------------. RCRA - Non Generators
DOT OPS--------------------- Incident and Accident Data
DOD--------------------------. Department of Defense Sites
FUDS------------------------- Formerly Used Defense Sites
CONSENT-------------------- Superfund (CERCLA) Consent Decrees
ROD--------------------------. Records Of Decision
UMTRA----------------------- Uranium Mill Tailings Sites
MINES------------------------ Mines Master Index File
TRIS-------------------------- Toxic Chemical Release Inventory System
TSCA------------------------- . Toxic Substances Control Act
FTTS-------------------------- FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
HIST FTTS-------------------- FIFRA/TSCA Tracking System Administrative Case Listing
SSTS-------------------------. Section 7 Tracking Systems
ICIS--------------------------- Integrated Compliance Information System
PADS------------------------- PCB Activity Database System
MILTS -------------------------- Material Licensing Tracking System
RADINFO--------------------- Radiation Information Database
FINDS------------------------. Facility Index System/Facility Registry System
RAATS------------------------ RCRA Administrative Action Tracking System
DRYCLEANERS-------------- Drycleaning Sites
NPDES-----------------------. NPDES Facility Location Listing
INDIAN RESERV-------------. Indian Reservations
SCRD DRYCLEANERS------_ State Coalition for Remediation of Drycleaners Listing
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
TC2499625.1s EXECUTIVE SUMMARY 3
EXECUTIVE SUMMARY
STANDARD ENVIRONMENTAL RECORDS
Federal CERCLIS list
CERCLIS: The Comprehensive Environmental Response, Compensation and Liability Information System
contains data on potentially hazardous waste sites that have been reported to the USEPA by states,
municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive
Environmental Response, Compensation and Liability Act (CERCLA). CERCLIS contains sites which are either
proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase
for possible inclusion on the NPL.
A review of the CERCLIS list, as provided by EDR, and dated 01/09/2009 has revealed that there is 1
CERCLIS site within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
FAYETTEVILLE COAL GAS PLANT RAY STREET ESE 118 - 114 (0.171 mi.) 6 15
Federal RCRA generators list
RCRA-LQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting
the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)
of 1984. The database includes selective information on sites which generate, transport, store, treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity
generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous
waste per month.
A review of the RCRA-LQG list, as provided by EDR, and dated 11/12/2008 has revealed that there is 1
RCRA-LQG site within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
CSX TRANSPORTATION, INC. BOUNT 7 WINSLOW STREET S 1/8 - 1/4 (0.197 mi.) 11 25
RCRA-CESQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting
the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)
of 1984. The database includes selective information on sites which generate, transport, store, treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally
exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of
acutely hazardous waste per month.
A review of the RCRA-CESQG list, as provided by EDR, and dated 11/12/2008 has revealed that there are
2 RCRA-CESQG sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
STEWART BODY SHOP 539 BRAGG BLVD NW 118 - 114 (0.181 mi.) C8 17
ELECTROTEK 455 HILLSBORO ST N 118 - 114 (0.225 mi.) D15 29
TC2499625.1s EXECUTIVE SUMMARY 4
EXECUTIVE SUMMARY
State- and tribal - equivalent NPL
NC HSDS: The Hazardous Substance Disposal Sites list contains locations of uncontrolled and
unregulated hazardous waste sites. The file contains sites on the national priority list as well as the state
priority list. The data source is the North Carolina Center for Geographic Information and Analysis.
A review of the NC HSDS list, as provided by EDR, and dated 04/06/2006 has revealed that there are 5
NC HSDS sites within approximately 1 mile of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
CUMBERLAND COUNTY LDFL ENE 1/2 - 1 (0.984 mi.) 0 7
HOLLINGS WORTH PROPERTY WSW 1/2 - 1 (0.878 mi.) 0 7
CREEK BRIDGE LANDFILL E 1/2 - 1 (0.693 mi.) 0 7
CLARKE & PROCTOR TURPENTINE CO SSE 112 - 1 (0.605 mi.) 0 7
FAYETTEVILLE COAL GAS PLANT E 0 - 1/8 (0.115 mi.) 0 7
State- and tribal - equivalent CERCLIS
SHWS: The State Hazardous Waste Sites records are the states' equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state
funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by
potentially responsible parties. The data come from the Department of Environment & Natural Resources'
Inactive Hazardous Sites Program.
A review of the SHWS list, as provided by EDR, and dated 01/05/2009 has revealed that there are 4
SHWS sites within approximately 1 mile of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
FAYETTEVILLE LANDFILL GRAY STREET ENE 1/2 -1 (0.577 mi.) 53 104
CLARKE & PROCTOR TURPENTINE CO 331-349 WORTH ST SSE 112 - 1 (0.615 mi.) 54 104
MILAN YARD LANDFILL NORTH ST. EXT. MILAN RO NE 1/2 - 1 (0.826 mi.) 55 106
HOLLINGSWORTH PROPERTY BROADFOOT AVE / CLARK WSW 1/2 - 1 (0.912 mi.) 56 107
State and tribal leaking storage tank lists
LUST: The Leaking Underground Storage Tank Incidents Management Database contains an inventory
of reported leaking underground storage tank incidents. The data come from the Department of Environment, &
Natural Resources' Incidents by Address.
A review of the LUST list, as provided by EDR, and dated 02/13/2009 has revealed that there are 15
LUST sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation
EXXON 4-1739
Incident Phase: Closed Out
FAYETTEVILLE AUTO CENTER (BLVD
Incident Phase: Closed Out
CARE CLINIC
Incident Phase: Closed Out
PWC CALL CENTER PARKING LOT (P
Incident Phase: Response
Address Direction / Distance Map ID Page
401 BRAGG BLVD NW 0 - 118 (0.114 mi.) A2 9
104 BRAGG BLVD. SW 118 - 114 (0.167 mi.) B4 12
239 ROBESON STREET SSW 114 - 112 (0.415 mi.) 23 45
FRANKLIN / DONALDSON SSE 114 - 112 (0.465 mi.) 28 61
TC2499625.1s EXECUTIVE SUMMARY 5
EXECUTIVE SUMMARY
Equal/Higher Elevation Address Direction / Distance Map ID Page
QUICK STOP 25 ARSENAL AVENUE WSW 114 - 112 (0.477 mi.) 31 68
Incident Phase: Response
ARROW PEST CONTROL 325 WINSLOW ST. SSW 114 - 112 (0.482 mi.) 50 98
Incident Phase: Response
LUBE WORLD 802 BRAGG BLVD. NW 1/4 - 1/2 (0.491 mi.) 51 100
Incident Phase: Closed Out
CLAY SERVICE CENTER 603 MURCHISON RD. NNW 114 - 112 (0.498 mi.) 52 101
Incident Phase: Response
Lower Elevation Address Direction / Distance Map ID Page
ROWAN STREET GULF 225 ROWAN ST. E 114 - 112 (0.399 mi.) 22 42
Incident Phase: Closed Out
THOMASON REALTY BLDG. (FORMER) 112 ROWAN STREET E 114 - 112 (0.445 mi.) F24 47
ST. JAMES AMOCO 104 ROWAN STREET E 114 - 112 (0.448 mi.) F25 50
Incident Phase: Closed Out
D.K. TAYLOR OIL CO.-ABAND. STA 449 RAMSEY ST. E 114 - 112 (0.458 mi.) 26 57
Incident Phase: Closed Out
ST. JOHNS EPISCOPAL CHURCH 304 GREEN STREET ESE 1/4 -1/2 (0.465 mi.) G27 60
Incident Phase: Closed Out
US POSTAL SERVICE 301 GREEN ST. ESE 114 - 112 (0.466 mi.) G29 64
Incident Phase: Closed Out
US POSTAL SERVICE GENERAL MAIL 301 GREEN ST. ESE 114 - 112 (0.466 mi.) G30 66
Incident Phase: Response
LUST TRUST: This database contains information about claims against the State Trust Funds for
reimbursements for expenses incurred wh ile remediating Leaking LISTS.
A review of the LUST TRUST list, as provided by EDR, and dated 02/06/2009 has revealed th at there are
4 LUST TRUST sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
UNOCAL #9335-800 104 BRAGG BOULEVARD SW 1/8 - 1/4 (0.167 mi.) B5 14
CARE CLINIC 239 ROBESON STREET SSW 114 - 112 (0.415 mi.) 23 45
Lower Elevation Address Direction / Distance Map ID Page
THOMASON REALTY BLDG. (FORMER) 112 ROWAN STREET E 114 - 112 (0.445 mi.) F24 47
ST. JAMES AMOCO 104 ROWAN STREET E 114 - 112 (0.448 mi.) F25 50
State and tribal registered storage tank lists
UST: The Underground Storage Tank database contains registered LISTS. LISTS are regulated under
Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of
Environment & Natural Resources' Petroleum Underground Storage Tank Database.
A review of the UST list, as provided by EDR, and dated 10/31/2008 has revealed that there are 4 UST
TC2499625.1s EXECUTIVE SUMMARY 6
EXECUTIVE SUMMARY
sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
NANCE VENDING 305 SOUTH BRAGG BOULEVAWNW 0 - 1/8 (0.102 mi.) Al 8
FAYETTEVILLE PUBLISHING COMP. 522 CASHWELL S 1/8 - 1/4 (0.142 mi.) 3 11
SUNNYSIDE TRANSMISSION SERV 544 BRAGG BLVD NW 1/8 - 1/4 (0.182 mi.) C9 21
WILLIAMS BODY SHOP & WRECKER 447 HILLSBORO STREET N 1/8 - 1/4 (0.213 mi.) D14 27
AST: The Aboveground Storage Tank database contains registered ASTs. The data come from the
Department of Environment, Health, & Natural Resources' Petroleum Aboveground Storage Tank Database.
A review of the AST list, as provided by EDR, and dated 01/26/2009 has revealed that there is 1 AST
site within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
SEABOARD COAST LINE RR CO. FAY 472 HAY ST. S 1/8 - 1/4 (0.213 mi.) 13 27
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: The EPA's listing of Brownfields properites addressed by Cooperative Agreement Recipients
and Brownfields properties addressed by Targeted Brownfields Assessments
A review of the US BROWNFIELDS list, as provided by EDR, and dated 10/01/2008 has revealed that there
are 23 US BROWNFIELDS sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
LOT 2 PUBLIC WORKS COMMISSION 505 W RUSSELL ST SSW 1/4 - 1/2 (0.334 mi.) 16 31
KIKIS PROPERTY 317-321 HAY STREET SSE 1/4 - 1/2 (0.334 mi.) 17 33
STORE COR 454 RUSSELL & WILM R 454 W RUSSELL ST S 1/4 - 112 (0.358 mi.) E18 34
VAC 448 RUSSELL ST 448 W RUSSELL ST S 1/4 - 1/2 (0.362 mi.) E19 36
LOT 1 & N 11 FT LOT 2 WL RANKI 446 W RUSSELL ST S 1/4 - 1/2 (0.363 mi.) E20 37
Lower Elevation Address Direction / Distance Map ID Page
BELLAMY PROPERTY 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H32 71
EUFAULA STREET-COMMERCIAL 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H33 72
MILAN YARDS 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H34 74
OLD PWC FACILITY 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H35 75
CAPE FEAR AND YADKIN VALLEY RR 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H36 77
AIRBORNE AND SPECIAL OPERATION 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H37 78
BLOUNT STREET 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H38 80
A & R 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H39 81
COUNTY JAIL SITE 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H40 83
401 ROWAN STREET 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H41 84
ZAHAREN 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H42 86
CSX SITE 210 GREEN ST ESE 114 - 1/2 (0.477 mi.) H43 87
EUFAULA STREET- RESIDENTIAL 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H44 89
STILES 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H45 90
325 ROWAN STREET 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H46 92
MINGES PROPERTY 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H47 93
TC2499625.1s EXECUTIVE SUMMARY 7
EXECUTIVE SUMMARY
Lower Elevation Address Direction / Distance Map ID Page
RENTAL UNIFORM SERVICE 210 GREEN ST ESE 1/4 -1/2 (0.477 mi.) H48 95
NORFOLK SOUTHERN RR 210 GREEN ST ESE 1/4 - 1/2 (0.477 mi.) H49 96
Other Ascertainable Records
IMD: Incident Management Database.
A review of the IMD list, as provided by EDR, and dated 07/21/2006 has revealed that there are 16 IMD
sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page
EXXON 4-1739 401 BRAGG BLVD NW 0 - 118 (0.114 mi.) A2 9
FAYETTEVILLE AUTO CENTER (BLVD 104 BRAGG BLVD. SW 118 - 114 (0.167 mi.) B4 12
KAL KRAFT BRAGG BLVD. SSW 1/8 - 1/4 (0.181 mi.) B7 16
JIMMYS TRUCK REPAIR 433 HILLSBORO ST. N 1/8 - 1/4 (0.201 mi.) D12 26
UNITED UNIFORM SER./FAYETTEVI 512 WEST RUSSELL STREET S 114 - 112 (0.373 mi.) 21 39
CARE CLINIC 239 ROBESON STREET SSW 114 - 112 (0.415 mi.) 23 45
PWC CALL CENTER PARKING LOT (P FRANKLIN / DONALDSON SSE 114 - 112 (0.465 mi.) 28 61
QUICK STOP 25 ARSENAL AVENUE WSW 114 - 112 (0.477 mi.) 31 68
ARROW PEST CONTROL 325 WINSLOW ST. SSW 114 - 112 (0.482 mi.) 50 98
CLAY SERVICE CENTER 603 MURCHISON RD. NNW 114 - 112 (0.498 mi.) 52 101
Lower Elevation Address Direction / Distance Map ID Page
ROWAN STREET GULF 225 ROWAN ST. E 114 - 112 (0.399 mi.) 22 42
THOMASON REALTY BLDG. (FORMER) 112 ROWAN STREET E 114 - 112 (0.445 mi.) F24 47
ST. JAMES AMOCO 104 ROWAN STREET E 114 - 112 (0.448 mi.) F25 50
D.K. TAYLOR OIL CO.-ABAND. STA 449 RAMSEY ST. E 114 - 112 (0.458 mi.) 26 57
US POSTAL SERVICE 301 GREEN ST. ESE 114 - 112 (0.466 mi.) G29 64
US POSTAL SERVICE GENERAL MAIL 301 GREEN ST. ESE 114 - 112 (0.466 mi.) G30 66
EDR PROPRIETARY RECORDS
EDR Proprietary Records
Manufactured Gas Plants: The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants
(manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United States
from the 1800's to 1950's to produce a gas that could be distributed and used as fuel. These plants used
whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste.
Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and
non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the
environment. The byproduct from this process was frequently disposed of directly at the plant site and can
remain or spread slowly, serving as a continuous source of soil and groundwater contamination.
A review of the Manufactured Gas Plants list, as provided by EDR, has revealed that there is 1
Manufactured Gas Plants site within approximately 1 mile of the target property.
Lower Elevation Address Direction / Distance Map ID Page
FAYETTEVILLE MGP RAY AVENUE ESE 1/8 - 1/4 (0.190 mi.) 10 24
TC2499625.1s EXECUTIVE SUMMARY 8
EXECUTIVE SUMMARY
Due to poor or inadequate address information, the following sites were not mapped:
Site Name Database(s)
BRUNSON SITE
BCH ENERGY GENERATION FACILITY
BFI FAYETTEVILLE, CITY OF - TRANSF
ICI/DUPONT
CREEK BRIDGE/BORDEN CHEMICAL
AMERICAN REFUSE SYSTEM
FAYETTEVILLE COAL GAS/RAY AVE
PRILLAMAN CHEMICALS
BEARD'S GROCERY
QUICK STOP FOOD MART 36
CUMB. CNTY SCHOOL BUS GARAGE
HAY STREET PROPERTY
M. M. FOWLER KWIK STOP
SPARTAN EXPRESS
COBLE DAIRY PRODUCTS
THE PANTRY #335
STRICKLAND'S GROCERY
LOCK'S CREEK FARM STORE
A.C. SCROGGINS RESIDENCE
CITY OF FAYETTEVILLE
FLORIDA SERVICE CENTER
SHORT STOP 74
ROADWAY EXPRESS. INC.
FORMER DIXIE VIM STA LOC#0623
LOCKS CREEK FARMS
KWIK SHOP 5
THOMSONS STOP-N-SAVE
STRICKLANDS 2
KWIK SHOP 8
ROHM & HAAS LANDFILL
CITY OF FAYETTEVILLE P.W.C.
SWF/LF, HIST LF
SWF/LF, HIST LF
SWF/LF, HIST LF
SHWS, IMD
SHWS
SHWS
SHWS, VCP
SHWS
LUST, UST, IMD
LUST
LUST, IMD
LUST, IMD
LUST, IMD
LUST, IMD
LUST
LUST TRUST
LUST TRUST
LUST TRUST
LUST TRUST
LUST TRUST
UST
UST
UST
UST
UST
UST
UST
UST
UST
IMD
IMD
TC2499625.1s EXECUTIVE SUMMARY 9
OVERVIEW MAP - 2499625.1 s

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Indian Reservations BIA Hazardous Substance
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100-year flood zone
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National Wetland Inventory
? State Wetlands
SITE NAME: NC VP CLIENT: ICmley-Horn & Associates, Inc.
ADDRESS: NC VP CONTACT: Laura Thornbrough
Fayetteville NC 28301 INQUIRY #: 2499625.1s
LAT/LONG: 35.0577/78.8850 DATE: May 20, 2009 9:24 am
Copyright ca 2008 EDR, Inc, a 2008 Tole Atlas Rai. 07/2007.
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SITE NAME: NC VP CLIENT: 1<imley-Horn & Associates, Inc.
ADDRESS: NC VP CONTACT: Laura Thornbrough
Fayetteville NC 28301 INQUIRY #: 2499625.1s
LAT/LONG: 35.0577 / 78.8850 DATE: May 20, 2009 9:24 am
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Permit Number:
(to be provided by DWQ)
O?O? wAT ?9?G
O r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
t. PROJECT INFORMATION
Project name North Carolina Veterans Park Phase I
Contact name Jason Allen, PE, LEED AP
Phone number [phone]
Date February 12, 2010
Drainage area number 13I0-1
11. DESIGN INFORMATION
Site Characteristics
Drainage area 59,242 ftz
Impervious area 41,818 ftz
Percent impervious 70.6% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth in
1-yr, 24-hr intensity in/hr
Pre-development 1-yr, 24-hr peak flow ft3lsec
Post-development 1-yr, 24-hr peak flow ft3lsec
Pre/Post 1-yr, 24-hr peak control ft3lsec
Storage Volume: Non4A Waters
Minimum volume required 3,383.0 ft3
Volume provided 3,929.0 ft3 OK
Storage Volume: SA Waters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft 3
Minimum volume required 0 ft3
Volume provided ft 3
Cell Dimensions
Ponding depth of water 10 inches OK
Ponding depth of water 0.83 it
Surface area of the top of the bioretention cell 4,241.0 ft O K
Length: 145 ft OK
Width: 35 ft OK
-or- Radius ft
Media and Soils Summary
Drawdown time, ponded volume 5 hr OK
Drawdown time, to 24 inches below surface 5 hr OK
Drawdown time, total: 10 hr
In-situ soil:
Soil permeability 5.37 in/hr OK
Planting media soil:
Soil permeability 0.52 in/hr OK
Soil composition
% Sand (by weight) 86% OK
% Fines (by weight) 10% OK
% Organic (by weight) 4% OK
Total: 100%
Phosphorus Index (P-Index) of media 20 (unitless) OK
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation 92.83 fmsl
Type of bioretention cell (answer "Y" to only one of the two following
questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting elevation (top of the mulch or grass sod layer) 92 fmsl
Depth of mulch inches
Bottom of the planting media soil 90 fmsl
Planting media depth 2 It
Depth of washed sand below planting media soil 0.33 ft
Are underdrains being installed? Y (Y or N)
How many clean out pipes are being installed? 5 OK
What factor of safety is used for sizing the underdrains? (See BMP 10 OK
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 88.67 fmsl
SHWT elevation 87.5 fmsl
Distance from bottom to SHWT 1.17 ft Insufficient distance to SHWT.
Internal Water Storage Zone (IWS)
Does the design include IWS N (Y or N)
Elevation of the top of the upturned elbow fmsl
Separation of IWS and Surface 92 ft
Planting Plan
Number of tree species 0
Number of shrub species 0
Number of herbaceous groundcover species 0 Recommend more species.
Additional Information
Does volume in excess of the design volume bypass the Y (Y or N) OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed N (Y or N) Excess volume must pass through filter.
through a vegetated filter?
What is the length of the vegetated filter? ft
Does the design use a level spreader to evenly distribute flow? (Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if Y (Y or N) OK
SA waters)?
Is the BMP localed at least 100 feet from water supply wells? Y (Y or N) OK
Are the vegetated side slopes equal to or less than 3:1? Y (Y or N) OK
Is the BMP located in a proposed drainage easement with access to Y (Y or N) OK
a public Right of Way (ROW)?
Inlet velocity (from treatment system) ftlsec
Is the area surrounding the cell likely to undergo development in the N Y or N)
( ) OK
future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8}inches gravel followed by 3-5 ft of grass)
Grassed swale #VALUE!
Forebay
Other X
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 2 of 2
BIORETENTION AREA #1
Project Information:
Site Information:
Project Name: North Carolina Veterans Park
McKim & Creed Project #: 0128-0111
Designed by: JCA Date: 12/16/2009
Revised by: CMB Date: 2/10/2010
Revised by: Date:
Checked by: Date:

Sub Area Location: BIO-1
Drainage Area (DA) = 1.36 Acres
Impervious Area (IA) = 0.96 Acres
Percent Impervious (1) = 70.6 %
Required Storage Volume:
Required Surface Area:
Design Storm = 1.0 inch
Determine Rv Value = 0.05 +.009 (1) _
Storage Volume Required = 3,383 cf
Ponding Depth = 10 in.
Surface Area Required = 4,060 sf
Elevations:
Top Berm Elevation = 93.50 ft
Temporary Pool Elevation = 92.83 ft
Ground Surface Elevation = 92.00 ft
Bottom of Soil Media Elevation = 90.00 ft
Areas/Volumes:
Area @ Top of Temporary Pool = 5,073 sf
Ground Surface Area = 4,241 sf
Volume of Temporary Storage = 3,929 cf
Side Slopes of Bioretention Area = 3 : 1
(Riser Elev.)
(Elev = 92.83)
(Elev = 92.00)
Bottom Elev. (92') to Riser Elev. (92.83'))
Is Volume of Storage for 1" Storm Sufficient? = No ( 3929 > 3383 ) cf
AMA
NCDENR
Permit Number:
(to be provided by DWQ)
O?O? wAT F9?G
y
> -i
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name North Carolina Veterans Park Phase I
Contact name Jason Allen, PE, LEED AP
Phone number [phone]
Date February 12, 2010
Drainage area number POST-2
II. DESIGN INFORMATION
Site Characteristics
Drainage area 51,836 ft2
Impervious area 23,958 ft2
Percent impervious 46.2% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth in
1-yr, 24-hr intensity in/hr
Pre-development 1-yr, 24-hr peak flow ft3lsec
Post-development 1-yr, 24-hr peak flow ft3lsec
Pre/Post 1-yr, 24-hr peak control ft3lsec
Storage Volume: Non-SA Waters
Minimum volume required 2,013.0 ft3
Volume provided 2,295.0 ft3 OK
Storage Volume: SA Waters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 12 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 2,018.0 fe OK
Length: 61 ft OK
Width: 42 ft OK
-or- Radius ft
Media and Soils Summary
Drawdown time, ponded volume 6 hr OK
Drawdown time, to 24 inches below surface 5 hr OK
Drawdown time, total: 11 hr
In-situ soil:
Soil permeability 5.37 in/hr OK
Planting media soil:
Soil permeability 0.52 in/hr OK
Soil composition
% Sand (by weight) 86% OK
% Fines (by weight) 10% OK
% Organic (by weight) 4% OK
Total: 100%
Phosphorus Index (P-Index) of media 20 (unitless) OK
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation 92.00 fmsl
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting elevation (top of the mulch or grass sod layer) 91 fmsl
Depth of mulch inches
Bottom of the planting media soil 89 fmsl
Planting media depth 2 ft
Depth of washed sand below planting media soil 0.33 ft
Are underdrains being installed? Y (Y or N)
How many dean out pipes are being installed? 3 OK
What factor of safety is used for sizing the underdrains? (See 10 OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 87.67 fmsl
SHWT elevation 86.5 fmsl
Distance from bottom to SHWT 1.17 ft Insufficient distance to SHWT.
Internal Water Storage Zone (IWS)
Does the design include IWS N (Y or N)
Elevation of the top of the upturned elbow fmsl
Separation of IWS and Surface 91 ft
Planting Plan
Number of tree species 0
Number of shrub species 0
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the Y (Y or N) OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed N (Y or N) Excess volume must pass through filter.
through a vegetated filter?
What is the length of the vegetated filter? ft
Does the design use a level spreader to evenly distribute flow? (Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if Y (Y or N) OK
SA waters)?
Is the BMP located at least 100 feet from water supply wells? Y (Y or N) OK
Are the vegetated side slopes equal to or less than 3:1? Y (Y or N) OK
Is the BMP located in a proposed drainage easement with access Y (Y or N) OK
to a public Right of Way (ROW)?
Inlet velocity (from treatment system) ft/sec
Is the area surrounding the cell likely to undergo development in N (Y or N) OK
the future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8`inches gravel followed by 3-5 ft of grass)
Grassed swale #VALUE!
Forebay
Other X
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 2 of 2
BIORETENTION AREA #2
Project Information:
Site Information:
Project Name: North Carolina Veterans Park
McKim & Creed Project #: 0128-0111
Designed by: JCA Date: 12/16/2009
Revised by: CMB Date: 2/10/2010
Revised by: Date:
Checked by: Date:

Sub Area Location: BIO-2
Drainage Area (DA) = 1.19 Acres
Impervious Area (IA) = 0.55 Acres
Percent Impervious (I) = 46.2 %
Required Storage Volume:
Require Surface Area:
Design Storm = 1.0 inch
Determine Rv Value = 0.05 + .009 (1) _
Storage Volume Required = 2,013 cf
Ponding Depth = 12 in.
Surface Area Required = 2,013 sf
Elevations:
Top Berm Elevation = 92.50 ft
Temporary Pool Elevation = 92.00 ft
Ground Surface Elevation = 91.00 ft
Bottom of Soil Media Elevation = 89.00 ft
Areas/Volumes:
Area @ Top of Temporary Pool = 2,585 sf
Ground Surface Area = 2,018 sf
Volume of Temporary Storage = 2,295 cf
Side Slopes of Bioretention Area = 3 : 1
(Spillway Elev.)
(Elev = 92.00)
(Elev = 91.00)
Bottom Elev. (91') to Spillway Elev. (92'))
Is Volume of Storage for 1" Storm Sufficient? = Yes ( 2295 > 2013 ) cf
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
Project name North Carolina Veterans Park Phase I
Contact name Jason Allen, PE, LEED AP
Phone number [phone]
Date February 12, 2010
Drainage area number POST-3
IL, DESIGN INFORMATION
Site Characteristics
Drainage area 23,958.00 ft2
Impervious area 10,454.00 ft
Percent impervious 43.6%%
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth 3.10 in
1-yr, 24-hr intensity in/hr
Pre-development 1-yr, 24-hr runoff 24.38 ft3/sec
Post-development 1-yr, 24-hr runoff 17.82 ft3/sec
Pre/Post 1-yr, 24-hr peak control -6.56 ft3/sec
Storage Volume: Non-SA Waters
Minimum required volume 884.00 ft3
Volume provided (temporary pool volume) 2,148.00 ft3 OK
Storage Volume: SA Waters Parameters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff volume ft3
Post-development 1-yr, 24-hr runoff volume ft3
Minimum volume required ft3
Volume provided ft3
Outlet Design
Depth of temporary pool/ponding depth (Dp,a,,s) 12.00 in OK
Drawdown time 0.40 days Insufficient drawdown time.
Diameter of orifice 1.00 in Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
Coefficient of discharge (CD) used in orifice diameter
0.60 (unitless)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.33 ft OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3
Surface Areas of Wetland Zones
Surface Area of Entire Wetland 2,705.00 ftz OK
Shallow Land 1,030.00 ft O K
The shallow land percentage is: 38%%
Shallow Water 1,050.00 ft2 OK
The shallow water percentage is: 39%%
Deep Pool
Forebay portion of deep pool (pretreatment) 436.00 ft I nsufficient forebay area.
The forebay surface area percentage is: 16%%
Non-forebay portion of deep pool 189.00 ft O K
The non-forebay deep pool surface area percentage is: 7% %
Total of wetland zone areas 2,705.00 ftz OK
Add or subtract the following area from the zones 0.00 ft
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top) 90.50 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top) 89.50 ft amsl
Shallow Water bottom 89.25 ft amsl
Most shallow point of deep pool's bottom 87.50 ft amsl
Deepest point of deep pool's bottom 87.50 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
"
Y (Y or N)
Top of PPE is within 6
of SHWT, If yes:
SHWT (Seasonally High Water Table) 89.00 ft amsl OK
This design meets Option #2, (Y or N)
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner in
Topographic Zone Depths
Temporary Pool
Shallow Land 12.00 in OK
Permanent Pool
Shallow Water 3.00 in Insufficient shallow water depth.
Deep Pool (shallowest) 24.00 in OK
Deep Pool (deepest) 24.00 in OK
Planting Plan
Are cattails included in the planting plan? N (Y or N) OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4+cubic-inch container) 300
Number of Plants recommended in Shallow Land Area:
Herbaceous (4+ cubic-inch container), OR 300
Shrubs (1 gallon or larger), OR 48
Trees (3 gallon or larger) and Herbaceous (4+ cubic-inch) 6 and 240
Number of Plants provided in Shallow Water Area:
Herbaceous (4+ cubic-inch container) 438 OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4+ cubic-inch container)
Shrubs (1 gallon or larger) 67 OK
Trees (3 gallon or larger) and 10 OK
Grass-like Herbaceous (4+ cubic-inch)
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 2 of 3
Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build-out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
Y (Y or N)
N (Y or N)
ft
Y (Y or N)
Y (Y or N)
(Y or N)
2.57 :1
90.00 ft
35.00 ft
3,150.00 f?
Y (Y or N)
OK
Excess volume must pass through filter.
OK
OK
OK
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3
CONSTRUCTED WETLAND #3
Project Information:
Site Information:
Required Surface Area:
Project Name: North Carolina Veterans Park
McKim & Creed Project #: 01298-0111
Designed by: JCA Date: 1/18/2010
Revised by: CMB Date: 2/10/2010
Revised by: Date:
Checked by: Date:
Sub Area Location
Drainage Area (DA) =
Impervious Area (IA) =
Percent Impervious (1) =
Temporary Ponding Depth =
Min. Required Surface Area =
Required Storage Volume:
WETLAND-3
0.55 Acres
0.24 Acres
43.6 %
1.0 ft
884 sf (at Permanent Pool)
Design Storm = 1.0 inch
Determine Rv Value = 0.05 +.009 (1) = 0.44
Storage Volume Required = 884 cf (above shallow land elevation)
Storage Volume Provided = 2,148 cf
Wetland Zone Surface Areas: Actual: % Total:
Total Surface Area = 2705 sf
Deep Pools = 541 sf 625 23.1
Shallow Water Area = 1082 sf 1050 38.8
Shallow Land Area = 1082 sf 1030 38.1
Wetland Zone Elevations:
Top Berm = 93.00 ft
Spillway Elevation = 92.00 ft
Shallow Land Top / Upland Bottom (TPE) = 90.50 ft
Shallow Land Bottom / Shallow Water Top (PPE) = 89.50 ft
Deep Pool Top / Shallow Water Bottom = 89.25 ft
Seasonably Low Water Table = 89.00 ft
Deep Pool Bottom = 87.50 ft
Orifice Sizing:
Q2 Days =
Q5 Days =
Orifice Size =
Q orifice
Drawdown Time =
less than 5 days (yes/no) ?
greater than 2 days (yes/no) ?
0.005 cfs (Flowrate required for a 2 day drawdown)
0.002 cfs (Flowrate required for a 5 day drawdown)
1.00 in (Diameter)
0.026 cfs
0.4 days
Yes
No
O?oF W A TF9pG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
Project name North Carolina Veterans Park Phase I
Contact name Jason Allen, PE, LEED AP
Phone number [phone]
Date February 12, 2010
Drainage area number POST4
II. DESIGN INFORMATION
Site Characteristics
Drainage area 38,768.00 ftz
Impervious area 26,572.00 ftz
Percent impervious 68.5%%
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth 3.10 in
1-yr, 24-hr intensity in/hr
Pre-development 1-yr, 24-hr runoff 24.38 ft3/sec
Post-development 1-yr, 24-hr runoff 17.82 ft3/sec
Pre/Post 1-yr, 24-hr peak control -6.56 ft3/sec
Storage Volume: Non-SA Waters
Minimum required volume 2,154.00 ft3
Volume provided (temporary pool volume) 2,615.00 ft3 OK
Storage Volume: SA Waters Parameters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff volume ft3
Post-development 1-yr, 24-hr runoff volume ft3
Minimum volume required ft3
Volume provided ft 3
Outlet Design
Depth of temporary pool/ponding depth (D%ants) 12.00 in OK
Drawdown time 1.00 days Insufficient drawdown time.
Diameter of orifice 1.00 in Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
Coefficient of discharge (CD) used in orifice diameter
0.60 (unitless)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.33 ft OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3
Surface Areas of Wetland Zones
Surface Area of Entire Wetland 3,040.00 ft2 OK
Shallow Land 1,216.00 ftz OK
The shallow land percentage is: 40%%
Shallow Water 1,217.00 ft' OK
The shallow water percentage is: 40%%
Deep Pool
Forebay portion of deep pool (pretreatment) 424.00 ftO K
The forebay surface area percentage is: 14%%
Non-forebay portion of deep pool 183.00 ft O K
The non-forebay deep pool surface area percentage is: 6%%
Total of wetland zone areas 3,040.00 ftz OK
Add or subtract the following area from the zones 0.00 fe
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top) 90.25 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top) 89.25 ft amsl
Shallow Water bottom 89.00 ft amsl
Most shallow point of deep pool's bottom 87.00 ft amsl
Deepest point of deep pool's bottom 87.00 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
" Y (Y or N)
Top of PPE is within 6
of SHWT, If yes:
SHWT (Seasonally High Water Table) 89.00 ft amsl OK
This design meets Option #2, (Y or N)
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner in
Topographic Zone Depths
Temporary Pool
Shallow Land 12.00 in OK
Permanent Pool
Shallow Water 3.00 in Insufficient shallow water depth.
Deep Pool (shallowest) 27.00 in OK
Deep Pool (deepest) 27.00 in OK
Planting Plan
Are cattails included in the planting plan? N (Y or N) OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4' cubic-inch container) 350
Number of Plants recommended in Shallow Land Area:
Herbaceous (4' cubic-inch container), OR 350
Shrubs (1 gallon or larger), OR 56
Trees (3 gallon or larger) and Herbaceous (4+ cubic-inch) 7 and 280
Number of Plants provided in Shallow Water Area:
Herbaceous (4' cubic-inch container) 374 OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4i cubic-inch container)
Shrubs (1 gallon or larger) 90 OK
Trees (3 gallon or larger) and 3 More required if not planting herb. and/or shrubs.
Grass-like Herbaceous (4+ cubic-inch)
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 2 of 3
Additional Information
Can the design volume be contained? Y (Y or N) OK
Does project drain to SA waters? If yes, N (Y or N) Excess volume must pass through filter.
What is the length of the vegetated filter? ft
Are calculations for supporting the design volume provided in the Y (Y or N) OK
application?
Is BMP sized to handle all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a recorded drainage easement with a (Y or N)
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is: 3.23 :1 OK
Approximate wetland length 97.00 ft
Approximate wetland width 30.00 ft
Approximate surface area using length and width provided 2,910.00 f e This
approx. surface area is within this number of square feet
the entire wetland surface area reported above:
of
Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3
CONSTRUCTED WETLAND #4
Project Information:
Project Name: North Carolina Veterans Park
McKim & Creed Project #: 01298-0111
Designed by: JCA Date: 1/18/2010
Revised by: CMB Date: 2/10/2010
Revised by: Date:
Checked by: Date:
Site Information:
Sub Area Location: Post-4
Drainage Area (DA) = 0.89 Acres
Impervious Area (IA) = 0.61 Acres
Percent Impervious (1) = 68.5 %
Required Surface Area:
Temporary Ponding Depth = 1.0 ft
Min. Required Surface Area = 2,154 sf (at Permanent Pool)
Required Storage Volume:
Design Storm = 1.0 inch
Determine Rv Value = 0.05 +.009 (1) = 0.67
Storage Volume Required = 2,154 cf (above shallow land el evation)
Storage Volume Provided = 2,615 cf
Wetland Zone Surface Areas: Actual: % Total:
Total Surface Area = 3040 sf
Deep Pools = 608 sf 607 20.0
Shallow Water Area = 1216 sf 1217 40.0
Shallow Land Area = 1216 sf 1216 40.0
Wetland Zone Elevations:
Top Berm = 91.00 ft
Spillway Elevation 90.50 ft
Shallow Land Top / Upland Bottom (TPE) = 90.25 ft
Shallow Land Bottom / Shallow Water Top (PPE) = 89.25 ft
Deep Pool Top / Shallow Water Bottom = 89.00 ft
Seasonably Low Water Table = 89.00 ft
Deep Pool Bottom = 87.00 ft
Orifice Sizing:
Q2 lays = 0.012 CfS
Q5 Days = 0.005 Cfs
Orifice Size = 1.00 in
Q offce = 0.026 cfs
Drawdown Time = 1.0 days
(Flowrate required for a 2 day drawdown)
(Flowrate required for a 5 day drawdown)
(Diameter)
less than 5 days (yes/no) ? Yes
greater than 2 days (yes/no) ? No
NCVP Parcel Information
(parcels outlined in red)
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Veterans Park Phase I
Parcel I.D. No. Deed Book Deed Page
0437 45 2138 5029 454
0437 46 2194 7369 841
0437 46 0382 7329 300
0437 45 5777 4220 727
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