20100444 Ver 1_401 Application_20100610

WITHERS p RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE loi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO: NC Divison of Water Quality - 4o1 Wetlands Unit
2321 Crabtree Blvd
Raleigh, NC 276o4
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter

DATE 6/4/2010 JOB NO. 020 0458.oo
ATTENTION Ms. Amy Chapman
PHONE # [phone]
RE: Clayton Community Park - Buffer Allowance PCN

4
2 0 1 0 0 4 4

® Attached ? Under separate cover via
? Prints ? Plans ? Samples
? Change order ? Diskette ?
? Resubmit
? Submit
? Return
COPIES DATE NO. DESCRIPTION
/21/2010 02090458.00 Clayton Community Park Buffer Allowance PCN

D

JUN ' 10
DENR - WATEROA.TrY

THESE ARE TRANSMITTED as checked below:
® For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signature:
Date:
COPY TO: File SIGNED: Troy Beasley
if enclosures are not as noted, kindly notify us at once.
the following items:
? Specifications
copies for approval
copies for distribution
corrected prints

WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
May 21, 2010
NC-Division of Water Quality
Surface Water Protection
Attn: Ms. Amy Chapman
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Clayton Community Park
W&R Project #02090458.00
Dear Ms. Chapman,
20100444
1[§@M_J9W111
JUN - ; 2010
OEMR - MATER OIMtJjY
WM MMAMS 0R pA"
On behalf of the Town of Clayton, we are requesting Buffer Compliance from the NC-DWQ for
the impacts to riparian buffers associated with the installation of a greenway trail and sanitary
sewer connection for the Clayton Community Park project. The proposed buffer impacts consist
of 7,049 sq ft (Z 1:3,726 sf & Z2:3,323 sf) resulting from the construction of the greenway trail
and sanitary sewer connection.
The proposed project will consist of a multi-use sports complex with a greenway trail. The
project is located east of Glenn Laurel Road, approximately 2000 if south of the intersection of
NC 42 and Glenn Laurel Road (Latitude: 35.639711N; Longitude: 78.417186W), in Clayton,
Johnston County, NC. The site contains an unnamed tributary to the Neuse River, and is located
in the Neuse River Basin. The Water Quality Classification for the onsite feature is: WS-IV;
NSW, and the Cataloging Unit for this site is: 03020201 and the Stream Index Number is: 27-
(38.5).
Project History
The onsite wetlands were approved by Thomas Brown with the Corps of Engineers on April 21,
2010. A copy of the JD Tearsheet and signed Wetland Surveys have been provided as an
Appendix to the PCN.
On May 4`h, 2009, Martin Richmond with DWQ conducted a site visit to confirm W&R's buffer
determination. A copy of Mr. Richmonds Buffer Determination Letter will be provided to DWQ
upon receipt.
Avoidance and Minimization
Prior to designing the proposed project, a wetland delineation was conducted so that impacts to
"Waters" and buffers could be minimized. The greenway's stream crossing has been designed to
cross streams and their buffers at a perpendicular angle to minimize impacts to buffers. The
design of the greenway has utilized elevated pedestrian bridge crossings to avoid impacts to
wetlands and streams. Please note that there are no wetlands and/or stream impacts proposed for
this project.
1410 Commonwealth Drive, Suite 1o1 Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersraveneI.com
%
WITHERS RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
The proposed sanitary sewer connection is located within an existing utility easement that
connects with the offsite sewer. Since the proposed sewer must be located within the existing
easement, parallel impacts to riparian buffers could not be avoided.
Mitigation
Since greenways are considered an allowable activity in the buffer, there is no mitigation
proposed for buffer impacts from the greenway.
In order to mitigate for 2,206 sq ft impacts to Zone 1 from the construction of the sanitary sewer
line, the applicant proposes to purchase 6,618 sq ft of riparian buffer mitigation within the Lane
Island Mitigation Bank (DWQ #08-0510 v3). A copy of the Letter of Reservation for the
proposed mitigation has been provided as an Appendix to the PCN. The applicant will provide
payment for reserved mitigation upon issuance of the permit. A copy of the receipt of payment
will be provided to DWQ upon receipt.
The current request is for 7,049 sq ft of impacts to riparian buffer impacts (see the attached
maps and PCN for details).
Please feel free to call if you have questions or require additional information to complete your
review.
Sincerely,

Troy Beasley
Environmental Scientist
Attachments: Buffer Compliance PCN
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenel.com
2 0 1 0 0 4 4 4
O?0F W AT ?qpG
o -r
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
1 a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Clayton Community Park
2b. County: Johnston
2c. Nearest municipality / town: Clayton LS k!:7
l LZ U V1 LS IM
2d. Subdivision name: u
11 IN - 7 2010 L.F
2e. NCDOT only, T.I.P. or state
project no: ,
-WATER CUAWY
3. Owner Information WETLAIrDSANDSMRMW
3a. Name(s) on Recorded Deed: Town of Clayton
3b. Deed Book and Page No. 3420 / 522
3c. Responsible Party (for LLC if
applicable): Steve Biggs - Town Manager
3d. Street address: 111 East Second Street
3e. City, state, zip: Clayton, NC 27520
3f. Telephone no.: 919-553-5002
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: Troy Beasley
5b. Business name
(if applicable): Withers and Ravenel
5c. Street address: 1410 Commonwealth Drive, Suite 101
5d. City, state, zip: Wilmington, NC 28403
5e. Telephone no.: 910-256-9277
5f. Fax no.: 910-256-2584
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): NC PIN# 167800-28-8063
1 b. Site coordinates (in decimal degrees): Latitude: 35.639711 Longitude: - 78.417186
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: ± 65.25 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Neuse River
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV; NSW
2c. River basin: Neuse River
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 currently consists of abandoned agricultural fields and undeveloped woodlands. The land use in the vicinity of
the project consists of residential subdivisions and commercial use.
3b. List the total estimated acreage of all existing wetlands on the property:
± 0.61 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
± 1538 If
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a multi-use sports facility to serve the recreational needs of the
residents of the Town of Clayton.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of the construction of several athletic fields, construction infrastructure for facility (i.e. access
roads, parking and utilities) and construction of a greenway trail within the park. Typical commercial construction
equipment will be used to construct the project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: S&EC
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Mr. Thomas Brown with the Corps of Engineers approved the wetland delineation on April 21, 2010, see Appendix 1.
Mr. Martin Richmond with NC DWQ conducted a site visit on May 4, 2010 for a buffer determination on the onsite stream.
Upon receipt of the Buffer Determination Letter, W&R will provide a copy to DWQ.
5. 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.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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) (if known) DWQ - non-404, other) (acres)
or Temporary
T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? 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) intermittent DWQ - non-404, width (linear
or Temporary (INT)? other) (feet) feet)
(T)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
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
3i. Comments:
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
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number 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 any 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 for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) Stream name mitigation (square feet) (square feet)
or Temporary required?
T
Impact A ® P
? T Sewer Installation UT to Neuse River O Nos 2,206 sq ft 2,556 sq ft
Impact B ® P
? T Greenway/grading UT To Neuse River ® Nos 1,520 sq ft 767 sq ft
6h. Total buffer impacts 3,726 sq ft 3,323 sq ft
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to designing the project, a wetland delineation was completed so that impacts to wetlands and streams could be
minimized. The project has been designed to avoid wetland impacts completely. The greenway trail has been designed to
cross onsite streams at a perpendicular angle to minimize impacts to riparian buffers. The greenway stream crossings will
utilize elevated pedestrian walkways to avoid stream impacts. The location of the proposed sewer connection was pre-
determined due to an existing utility easement. Therefore, buffer impacts from the sewer connection could not be avoided.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Greenway trail stream crossings will be constructed perpendicular to the stream to minimize buffer impacts, and elevated
pedestrian walkways will be constructed to avoid stream impacts.
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 project? ? Mitigation bank
? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Lane Island Bank - DWQ#08-0510 v3
3b. Credits Purchased (attach receipt and letter) Type: Riparian
Buffer Quantity 6,618 sq ft
3c. Comments: A Letter of Acceptance from Restoration Services reserving 6618 sq ft of riparian buffer in the Lane Island
Mitigation Bank (DWQ# 08-0510 v3) has been provided as Appendix 2. The applicant will make payment for the required
mitigation upon issuance of the permit.
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 ® Yes ? No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Installation of sewer line within
existing utility easement 2206 sf 3 (2 for Catawba) 6618 sf
Zone 2 1.5
6f. Total buffer mitigation required: 6618 sf
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).
The buffer mitigation will be provided through the purchase of 6618 sq ft of riparian buffer mitigation from the Lane Island
Mitigation Bank 9DWQ# 08-0510 v3), a private mitigation bank.
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
1 a. 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.
Comments: Dissipater pads are being utilized to diffuse flow before entering the ® Yes ? No
Neuse River Buffers.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 19%
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:
The project is achieving treatment, nitrogen reduction and detention through the use of 4 bio-retention devices.
® 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? Clayton, NC
® Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? 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?
The Stormwater Management Plan Approval Letter has been provided as Appendix XX.
4. DWQ Stormwater Program Review
? Coastal counties
? HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
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)?
1 c. 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.) ? Yes ? No
Comments:
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.
It is not anticipated that the proposed project will result in additional development which will impact nearby downstream
water quality.
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.
Sewer service will be provided by the Town of Clayton.
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?
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?
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?
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:
8c. What source(s) did you use to make the floodplain determination?
-
?--a 'BeaS rPy --'- _
S?Z r / /v
Applicant/Agent's Printed Name Appl ant/Agent's Signature Date
(Agent's signature is valid only if an authorization le applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
AGENT AUTHORIZATION
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned owner(s) Town of Clayton do(es) hereby appoint Troy Beasley / Withers &
Ravenel. Inc. as his, her, or its exclusive agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for. a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, etc.)
and/or, b) preparation and submittal of appropriate environmental permit applications/requests for
the . Clayton Community Park proiect.
The owner does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner.
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the contracted task or termination by
the property owner.
Date: 3111 /2010
Agent's Name, Address & Telephone:
Troy Beasley / Withers & Ravenel. Inc.
1410 Commonwealth Drive. Suite 101
Wilmington. NC 28403
Tel. (910} 256-9277
Signature of Owner(s):
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Mailing Address
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City State Zip
VJ0nKS 611&I
u+io Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel. [phone] f=gio-256-2564
www.withersravenel.com .
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2008-00328 County: Johnston U.S.G.S. Quad: Clayton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Town of Clayton Agent: Withers &Ravenel
Address: Attn: Mr. Steve Biggs Attn: Mr. Troy Beasley
PO Box 879 1401 Commonwelth Dr. Suite 101
Clayton, NC 27520 Wilmington, NC 28403
Telephone No.: 919-256-9277
Property description:
Size (acres) 65 Nearest Town Clayton, NC
Nearest Waterway Neuse River River Basin Neuse
USGS HUC 03020201 Coordinates N 35.6398° W -78.4173°
Location description The property is located on the north east side of Glen Laural id-, approximatly 0.5
mile from its intersection with NC HWY 42, west of Clayton, Johnston County, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
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).
B. Approved Determination
_ 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.
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(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.
We strongly suggest you have the wetlands 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.
X 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 April 21, 2010. 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.
Action ID. 2008-00328
Page 1 of 2

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
Washington, NC, at [phone] to determine their requirements.
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 Thomas Brown at 919-
554-4884 x22.
C. Basis For Determination
The property contains relatively permanent waters (RPWs), with indicators of ordinary high water marks,
stream channels of unnamed tributaries of the Neuse River, and abutting wetlands. Th Unnamed tributary
is a tributary of The Neuse River, _a Traditional Navizable Water.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as
indicated in B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331.
Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If
you request to appeal this determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Thomas Brown, Project Manager,
Raleigh Regulatory Field Office
3331 Heritiage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for arf RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by June 18, 2010.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date April 21, 2010
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at our website at
htlp:Hper2.nwp.usace.army.mil/survey.html to complete the survey online (Paper copies available upon
request).
Page 2 of 2
Expiration Date April 21, 2015
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APPENDIX 2
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May 21, 2010
Troy Beasley
Withers and Ravenel
1410 Commonwealth Drive, Suite 101
Wilmington, NC 28403
Subject: Buffer Mitigation Credit Reservation for Clayton Community Park Project
Dear Mr. Beasley:
Restoration Systems has reserved 6618 sgft of riparian buffer mitigation credit
from its Lane Island Bank Parcel, DWQ #08-0510 v3 to meet the requirements associated
with permitting the Clayton Community Park Project located in HUC 03020201 of the
Neuse River Basin. These credits are reserved for a period of 60 days from the date of
this letter with the option to renew the reservation upon notification of continued need.
If you have any questions concerning this transaction please contact me at 919-755-9490
Sincerely,
A'4-pe--
Barrett nkins
Restoration Systems, LLC
1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.eom • Ph 919.755.9490 • Fx 919.755.9492
I ? 04
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2: ALLCON5TRL3CTION TQ BE PERFORMED. E PERt~ORMED IN ACCORDANCE WITH CURRENTTOWN dF C ~tlOtltl0tltltl60 ` O
~ CLt1YTQN STANDARC75, SPECIFICATION; ~ IOCII. ® ~ ' . Q~H~ • y~9i'E~'®VAU1Y ~°?tl a°~'('~. oa°1 ECIFIGATEON IaETAILS. ~J~~tle~~ tl8e~0Ade.~L~~~ti9ytl~~o0
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4J/1Q IAAV~ . 2 ; ..~aki~~iIT~AI„ °fC7;:'COC RU~kiG Wf1RK,5 OMM P~ CLAYTON U N IT.y LAW 1p .27 09 E. AIIN PL ENGINEERS I PLANNERS I SURYE'YORS
Gliecked By : Job No. 111 MacKenan ravenel,com License No. 01832 Cary, North :Carolina 27511 tel: [phone] www wit hers Dnve .
C}HNTCNQUNT:Y L-AYTON : . J WARao 55.0 sx aau~ r

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51 BER RECYCLED. PLA5TIC - . r MBAR -M .-TItAN~FORI~ER SEE ELEC. PLAN / - o~ 11
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1. SEE 5HEE7 C1;0a:FOR GENERAL NOTES.
~ ` f 2, Al.l COIVS7Rl1CT1t7N T4'BE PfwRFC)RMED ih~ ACCCIRDANCE WITH CURRENT TOWN aF
CLAYI`QN STANDARpS;`SPECII+ICA~'101~"& DETAILS.
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sheet No.
IVo. A. VISI 143E U QeSigner SC818 w&R ~aQ. " 1 507.GON$TRpGTION 9.R'AWING REVIEW 12/04/09 :CAw TKERS,
prawn By Date 04/05/10 yaw ,,:N M- M. TY: P.P+ DETAX ,U8MI17AI To rccu~ic wogs A's L C SATE: P..-..-LAN T E.NGE.E:R5 PLANNES l SURmE,YORS
LAW 10:27 09 t t 1 MacKenan Drive Carty; North Carolina 2751 I tel; 919 469-3340.;. www,withersravenet,com license Na. G-0B32
checked By: lob NO C H TN COUNTY LAYTQN l l
W& 20904 ~C~~TN CAS [ 1 xs

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_
~ ~ ~ GRADING NOTES: ~ ~
~ ,,l ~ 1. ALL CONSTRUCTION TO BE PERFORMED 1N ACCORDANCE WITH CURRENT TOWN OF CLAYTON
o e~ ~ , w STANDARDS; 5PECiF1CATION & DETAILS, 2. ALL PAVfNG AN[l GRADING WORK SHALL BE IN ACCORDANCE .WITH NCROT AND TO\NN OF
CLAYTON SPECIFICATIONS AND STANDARDS.
~ ,i" ~ , 3. THE CONTRACTOR SHALL TOTALLY FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND
~ ; ' ~ - : , . ~ THE CONSTRUCTION OF THIS PRO ECT.IONS AND THE DIFFICULTIES LIKELY TO BE ENCOUNTERED IN
ti c~ ~ ' ~ 4, THE CONTRACTOR SHALL HAVE INQUIRY OF THE LOCAL GAS, TELEPHONE; ELECTREC, AND: PETROLEUM
_ $ f:XlS~I'ING CARRIERS T(? DETERMINE IF THEY HAVE UNDERGROUND UTILITIES IN 7HE AREA CIF WORK UNDER THIS
, , i o" I}IP . ; CONTRACT; THE CONTRACTOR SHALL NOTIFY THE NORT.t CAROLINA ONE CALL CENTER FORCE MAI ~ {i-BOa63T-4949}, 4g HOURS PRIOR TO COtiiMENC1NG CONSTRUCTION OF THIS PROJECT..
w , , ` . , ~ °~coi~sTRUCTIflty 5, THE CONTRACTOR SHALL MAKE EVERY EFFORT:TO CONFINE DISTURBED AREAS TO A MINIMUM. ALL
~ c~ , , , , . , r LIMITS TREES ANp OTHER VEGETATION SHALL REMAIN UNLESS SHOWN OTHERWISEON THE PLANS OR THEIR IsiC~ilt~ ~ "°c"'" ~
, ~ . ~~s . ~ , , ~ ~ . x ~~IEiM1.~.~~ ~ r 7 r , REtv10VAl l5 AIITHORiZED BY THE OWNER, ALL AREAS DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE SEEDED PER THE PROTECT SPECIFICATIONS,
I , - AP#~ - , , , , `f. 1 ' ~ ' 6, THE CONTRACTOR. SHALL ADEQUATELY. PROTECT ALL TREES, PLANTS AND REFERENCE POINTS AS ;
~ ~ ' DR~I~JA~E AREA ~ a i , , r fNDICA, TED ON.THE PLANS AND AS DIRECTED.BY THE OiNNER, TREE PROTECi'ION SHALL BE APPROVED f ~ ~ ~ ~ BY THE OWNER OR THEIR REPRESENTATIVE i1N0 SHALL BE IN ACCORDANCE WITH THE PROTECT
~ ~ i , , I ~ t ~ -1: n. ~ ~ I SPECIFICATIONS.
w' ~ a , r t ~ r°' , ~ ~ 7, TO MINIMIZE DAMAGE TO EXiSTiNG:TREES NEAR.THE INTERIOR EDGE OF BUFFERS AND $TREETSCAPES, ~I
: 4 ' i ' ~ ORStIALL CUT. MINIAAUM 2 FOOT TRENCHES ALONG THE LIMITS OF DISTURBANCE; SO THE CONTRACT. ~ ~ y AS TO:CUT, RATHER THAN TEAR ROOTS.
' r } ~ ~ ; ; ~ ~ 8. THE TREE PROTECTION FENCE SHALL BE MAINTAINED.ON THE 5(TE UNTIL ALL SITE WORK IS COMPLETE
t , _ -;-t. ` ~ ~ ~ AND THE FINAL S1TEINSPECTiON PRIOR TO THE CERTIFICATE OF OCCUPANCY. (C,O.? IS SCHEDULED;
~.w , . t~ f~l~L F. I r~ j+ + r ~ ~ f ! ` THE FENCING SHALL BE:REMOVED PRIOR TO FINALSITE INSPECTION:FORTHE C.O. ~ ? j : ~ t , ...r J - 9. If DISCREPANCIES DEVELOP. BETWEEN :THE PROPOSED:GRADES ASSFiOWN ON THE PLAN FIND THE-
_ _ .s.- . ._r ~ r , i it : 3 ~ i A.} . : i Iwl \ Y~ft4V ~~L F i 1 ; is i F' EXISTiFIG GRQL1Np;SURFA{~, THE CONTRACTOR, WITH PRIOR APPROVAk OF 'HE OWNER; SHH Li.: .
, i ~ " ~ ' ` I i ~ _ M . r , y... r ~ ~ 7
r ~ , ~ I K ~,,C?I I+ 1~VALItIN(~ _ _ + . , , ~ - r , , _ TRAILS APJI~ FUT"URC ~ , .t~ ` k ~ + ~ , 10. MODiF CA ION t~ GRADDES: THEULANDSCAPE ARCHITECT HALL HAVE THE R GHT TO MODIFY GRADES ,4 I ~ t ~ SHOWN ON TMIE PI:ANS. IN:AREAS WHERE,MOUNDING h1A5 6EENlNCC1JDED (I;E: BETWEEN BALI; F1ELD5
, r~~ w ' f i.C:?W IMPACT .~v _ rlhs c - I. A(..I I { , , ~ ~ ' " : ~ & AT:PROIECT ENTRANCES}, :CONTRACTOR 15 TO EXPECT THESE FIELD CHANGES WITNOl1T
_ ~ , ~ f ' i , i LISP I - - ADDfTtONAICOMPENSATION. ~ t t ' : ~ 4'' . - ~ ~ r ' ii ALL CONSTRUCTION STAKING SHALL BE THE RE5PON51$IUTY Of THE CONTRACTOR UNLESS
i 4 , ~ . ( ~ ~ r , ~ , , t.; . ' , , . ~ " ; OTWERWISE SPECIFIED, w,,
t ~ R - . - f' ~ , ; IPAItIAN , _ ~ ; s. ~ ` , . _ ~ S 2. ALL SUBGRADES JvtUST BE PR00F ROILED PRIOR TO PLACEMENT OF CURB & GUTTER.
. 7 ~ , , ~ _ l BUFFER<t~a0) I "r a•° ` ' ~ i3. T PAVEMENT OR'FINI$HED GRADE UNLES50THERWISE NOTED. •.!p t, Q ALL SPOT ECEVAT]ONS ARE TO OP OF
r , ~ , r.~ ~p ~ . , ) - ~ b i. ' t , i C - ~ i a f' a • i ~ • ~ ( s; GTION 14 FILL MATERIALS SHALL BE PLACED ON LAYERS NOT MORE THAN 12 INCHES AND COMPACTED T0100~ , ~ ~ ~ ~ I STANDARD:PROCTOR.
t , + . ; ,~3p.: ' ~ FENCE (TYP,) ; ~ ; 15, ALL A.D,A, PARKING.SPACES SHALL HAVE A 2YO MAX CROSS SLOPE,
} ~ , _ ! I ~ I ~ j ! , ~ ~ ~ ~ 16. ALL AREAS SHALL BE GRADED TO 0.1' OF THE PROPOSED GRADE SHOWN ON PLANS. , w
+ , 1 n ~ ~ 1 I -Y.. . - r t 7. STABILIZATION 15 ThIE BEST FORM OF ER0510.N CONTR01; TEMPORARY SEEDING iS NECESSARY;TO T ' ~ CC)NST~UCTION ACHIEVE C(7NTROL ON i:ARGE DENUDED AREAS AND ESPECiALLY?NHEN SPEGIFICALLY:REQUIRED AS
~ , , ~ ' ~ , Pi4RT+7FTHE CONSTR11CT10N SEQUENCE SHOVdN ON TFlE-PLAN, ALL DISTURBED AREPiS MUST BE
~ ` ~ SPI-i T' FREE ,WAY TRAIL, LIMITS ~ ~ SEEDED AND MULCHED WITHIN 3O DAYS OF COMPLETION OF GRADING. ,
, 1 , Cf3)95TR1~~10N ` 0 ~ Zk0 ~ ~ Ili, NO SOIL.DISTUR6ANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC ORBURIAL-PITS; ...~;~MiTS . • ALLOWED IN THE TREE PROTECTION, ZONES,
~ f ' ~ ~ ~ ~ . ~ ~ TREE SAVE. . . , ~ ' , . , E SAVE. _ - ~ i 9, THE CONTRACTOR I5 TO ENSURE POSITIVE DRAINAGE iN ALL NEW SWALES.
1 ARE,4. r , - . , . AREA>m . , ,;,P. ; AO I 20, ALL EROSfON AND SEDIMENT COtJTROt C)EVIGES WILL BE;CHECKEp FOR STABILITY AND PROPER: . LL BE
, ~Y TI:AI~I`t~ r~P~A, I~ f ~ , • •T .1. t. , 1 ~ ' ~ RAiN , TION FOLLO NG EVERY RUN fF PRODUCING FALL NY.N EDED REPAIR ` . ~ ~ ~ MADE IMMEDIA7ELYWBY 7HE CONTRACTOR TO MAINTAIN ALl PRACTICES AS DESiGNED.S WI
' , , , , . , i ~ ~IRLINCAT~L~BS. S~II. r~. ' , , , ~ ~ , , ~ ` _ Z1. SOILS EXPtOR,4lON WAS CONDUCTED ON THE SITE BY QQQ. THE SOttS REPORT HAS BEEN INCLUDED
TAI: , .r; • P I 1 r . > > ~ Y ` , ` r ~ IN THE PROJECT SPECtftCATIONS FOR INFORMATION :ONLY f
' s • . ~ ~ , ~ ~F ~ x RECT ROOF:DRAINS TO THE NEAREST INLET ORbRAINAGE SWALE. POSITIVE - . J~ ~ . ~ • ~ ~ 22, DRAINAGE AWAY FROMi THE BUILDING SHALL 8E MAINTAINED A7 ALL POINTS.
ti ~ ~ t ~ j ti~ 1+. ~ 23. SEE.SIIEET 014..10 FOR STORM SCHEDULE, SEDIMENT BASIN SIZING AND DIS5IPATOR DETAILS,
~ `I? ~ . , ~ ( u.- - ~ ~ _ b ~
r°: ~ r,, Vii, ~ ~ ~ _ t Y IJTI[.ITY NOTES; i ~ ,
rp, E: ~ ; ~ 4 ' I I ~ , : ! T : . fff J a ~ I
s ~ r - r CORD H CUR TOWN C ANGE WlT REN. ~ ~ : RUCTTO TO:BE PER ED
, ? t.~ - • a . ARDS, SPECI CATION & DETAILS. P~ ~ i STAND , ~ ~ ` ~ F PAVED AS SHALL HA E RIM EL ~ " . i ~ ~ 2. ALL MANHOLES LOCATED OUTSIDER ARE V A EVATION ONE FOOT
r , //tt i ` ~ ABOVE FINISHED GRADE: MANH06ES ADIACENT T0100 YR FLOOD LINES SMALL BE ELEVATED t:5'
d , ` ~ ABt7VE TILE 10d YR FLED ELEVATION. t ' - .1 ,I , r
~L? RIJCT . _ 3, 'CURB INLETS AND JUNCTION BOXES SHALL BETWWN OF CLAYTON STANDARDS AND. ~ - ~ ( SPECIf10ATI0N5. CONTRACTOR SHALt INSTALL PIPE WITH WATER=TIGHT GASKETS.
hIM1T5 ` f l p` g i ~ i 4. WAT€R MAINS SHALL $E LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE:TO EDGE FROM EXISTING.
` OR PROP05ED.SANITARY:OR STORM SEWER:UNLESS.THE ELEVATIONS OF THE: BOTTOM OF THE
' ,=r _ ~ ~ I r ~ : WATER MAIN:.IS AT LEAST:1 B 1NCHE5 ABOVE.:THE TOP;OE THE SEWER WITH A HORIZONTAL EXISTING SEPARATION C?F AT LEAST 3 FEET, WHERE A.WATER Mi11N.ANt}`A:SANITARY.SEWER CROSS, AND `EHE c.
~ t a r \ ~ } r ~ r ~ ~t" VERTICAL SEPARATION IS,LESS TfiAN i8 {INCHES OR THE WATER LkNE PA55E5 UNDER THE SANITARY
1 ~ 1. " ! tai` .FORCE SEWER, THE SEWER MAIN SHALL 8E DUCTILE IRON PIPE. ij.. I. ~ € MAIN'
31 ,w , 1 . ~ , ~ + ~ > 5, Att WATER LINES SHALL:BE DUCTILE IRON PIPE. RGROUND. 6. ALL NEW UTILITY LINES NIU57 BE LOCATED UNDE
C(JNSTRU~TIt7N 5E UENCE I.ORGRADING AND ERfJ510N CONTROL " ~ t 3 . . _ ' - ' ' 7. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. . . ti . I
START WORK UNTIL RECEIPT OF AGL NECESSARY PLAN AND PERMITS APPROVALS INCLUDING LAND 1. DO NOT 1 1 ~ rt : f _ , , T 0 : N... OWN ON PLA BASED ON BEST AVAILABLE)NFO EON F EXiSTI G,UTILITIES 5H NS l5 COCA ;_n ~ . ~ a.y.. i BUT $HOULD;BE CONSIDERED ONLY AS APPROXIMATE. .
DISTURBANCE PERMIT: _ - . DAYS l s t ' N ~ r. r _ FERENCE AT LEAST FNE WORKING w • ~ ~ ~ B, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE TYPE, SiZE, DEPTH,AND MATERIAL OF Atl
2, CALL NCDENRI LQS A~ 919-791-h2AQ TO SCHEDUI:E A PRE-CONSTRCCTION C ___~,......M..~. t . BEFORE BREAKlNGGROUND a[~ :X ~ - E}(ISTlNG UTILITIES PRIORTO BEGiCVNING CONSTRUCTION,
e. t 3, INSTALL TREE;PROTECTION ON SITE; NIATCMLi~I~ L EROSION , ; - . 9. THE CONTRACTOR IS RESPONSIBLE FOR ALt EXISTING; UTILITIES THAT"NEED TO BE ADjIJSTED 70 .
A CE AND CLEAR ONLY AS NECESSARY TO INSTAL . N R N , ONSTRUCTiON E T ~ ~ A LTEMPORARY GRAVEL C ~ - ~ FINISH GRADE. _ TWEEN THE HOURS OF 6:DDAM TO 9:O~JAM _ i4 .NO LANE OF:TRAFFIC SHALL BE CLOSED OR RESTRICTED BE
CONTROLMEASURES, BOTH PERMANENT RISER BARREL : - OR _ f t__,_„~~. ..r AND 4~OOPMTO 7:OOPM MONDAY THROUGFI FRfDAY, -TRAFFIC SHALL BE MAINTAINED AT ALL TiME5. . :
L ALC: EROSION CONTROL MEA~UIxES A5 SHOWN ON THE APPROVEDPLAN. F , 5, INSTAL 1' E'UI'Sl'REAM END OF TH.E.BARREL IF THE . FIhTER•AT H _ ` . ^ . .25Q SEDIMENT:BASINS, INSTALLA HORSESHOE REP RAPAND.GRAVEL - ~ EXI51-IIyG i 1. AEL TRAFFIC CONTROL ivIUST CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM ~ ..w...._.. _ _ ~m F
CU , E BARREL AND SKIMMER: _.n~.-0.R-Q..- RRENTLYWITH TH , : RISER IS NOT INSTALLED CON 4' FORCE TRAFFIC CONTROL DEVICES AND MCDOT STA
N PE N BY NCDENR LAND QUALITY SECTION AT 999791-420U. x•: r r_ 6, CALLfOR ONwSITE 15 , • ' _ rv` " f~' . ` MAIN : t2. CONTRACTOR TO FIELD VERIFY LOCATION Of ~ STING:SEPTIC FIELD FOR THE EXISTING BUILDING. I . ~ CQI~STRUCTfON CONFL[CTS::EXISTWITHTHF PROPOSED PARKING LOT; CONTRACTOR IS TO NOTIFY SITE ENGINEER
4.. T. PROCEED:WITH GRADING, K DOUGHNUT INLET WROTECTION. ~ ,d : ` , , LIMITS AND THE OWNER.
5H WN AND PROVIDED ROC ~ 8.: INSTALL STORM SEWER S D NECK FOR MAINTENANCE OE ALL EROSION CONTROL DEVICES ~ ~ , `,t ' ~ ~ ~ , r~ - '
CLEAN SEDIMENT BASINS WHEN ONE•HALF FULL AN C I,. . . TE :EVERY 1(2" RAIN; WEEKLYOR AF R
OPES AND FILL SHALL BE NO GREATER THAN THE ANGLE'THAT. _ 0 GRA fr SL E 2 THE ; _ ANGLE.F R _ f' TO G.S.113A 57( 1. URSUANT 1 D. ~ N-CONTROL DEVICES C?R STRUCTURES, IN ANY _ EROSION CQNTRCIL NARRATIVE;
510 , s`~ r OR OTHER ADE UA7EER0 N BE.RETAINED BE VEGETATIVE COVER _ . Q. ~ LNG BE .....WITHIN 2 L , . ' . s. ;i , , r. : 1 CA ENDAR DAYS OF COMPLETION OF ANY Pi~ASE OF GRAD „ + P05ED WILL / ? ~ I THE 65,96 ACRE.SITE IS LOCATED ON GLEN LAURE4 ROAD,lU5T SOUTH OF NC HWY 42 IN CLAYTCIN; yC.
EVENT SLOPES LEFT.Ex,. , . , . , , . _ ARY OR PERMANENT.GROUNp;CC?VER, f)EVICES ORSTRUCTURES PLANTECI OR OTHERWISE PROVIDED WITH °fEMPOR I' ~ ~ ~ - Y.,~,, .n ~ ~ I THE EXISTING SITE iS A MIX OF MEADOW AND FOREST WITH TYPE B SOILS. AN EXISTING HOUSE SITS IN
P RMANENT:GRQUND GAVER f . r T . E57RAlt~l ERQSI[7N;:PURSlJAM1T TO G 5 173A 5T('w1r PR0!JIS1f~N5 Ft~R, E , UFFICIENT, S3 R I5TURBfD'AREA5INITHIN.15 W{]RKING DAYS OR 5T BE ACCOMPL15HEp FOR ALL. D _ ~ f; ; . . , . ` . - ! I I OUTH 5 CURRENTLY.BEING USED"BY THE•TOWN OF CLAYTON FOR ~ ~ ST C NER OF:THE SITE AND I ` THE5 EA OR _ ~ ° / ~ ~ ~ FILE SPACE 7ME'CtEVELOPMENT Wif:LADD AREGULATION 5OCCER:r1ND BASEBALL FIELD; MUtTt-USE
N7 TO RESTRAIN EROSfON MU . ..w 5UFFICIE ~ _ t . MPLETION:OF CONSTRUCTION OR DEVELOPMENT ,i' a , . - . :90;CALENDAR>DAYS;(WHICHEVER 15 SHORTER? FOLLOWING CO. G . t. j~ f ~ f#ELD,S~,WAEI~ENG TRAiL;;RESTR00M FfiCILiT1E5 AND THE ASEOC€ATED VEHICULAR ACCESS AtJD PARKING,
G SHALL:BE TEMPORARY.SEEDED WI7HIIV .I S WORKIN ; f sINACTIVE BETWEE. ; : a. , ! , N'ANY PF#ASE OF:GRAC1lN , _ LISTURBED AREAS LEFT . ~ . RTE ~ PROVI51ON5 FOR. PERMANENT GROUNC):COVER MUST BE p THESITE DRAIN$ TO THE NORTHEAST AND SOUTHWEST, SP !T BY.A RIDGE. SEDIMENT RUNOFF WILL BE
R. A ~ . D Y5 WHICHEVER IS 5,HO R DAYS OR 30 CALENt7A , , , . G AREr1S:WITHIN 15 WORKING DAYS OR, 90 ` `E POSED SLOPES 21'CALENDAR DAYS; AND IN REMAININ T CTIdN ' " ~I ::I-5 F~ L r" - , CCOMPLISHED ON, X . ~~NS RU, A , . ~ CONTROLLED WITH THE INSTALLATION OF DIVERSION DITCHES, SILT FENCE,.iNLET PROTECTION AND "f / TWO`SE€?iMENT BASINS LOCATED AT EACH DRAW POINT. WETLANDS EXIST ON SITE, BUT NO IMPACTS
i ' w.. a , CALENDAR;tlAYS,WHLCHEVER !S SHORTER, LIMITS - APPROX. LOCATION ARE PROPO5ED:'.T HE SITE iL50 CONTAINS A B(1fFERED STREAM (NEUSE BUFFER}, 14Q4 PERMIT HA5 BEEN
1'lt PERMANENT GRQUND COVER IS / , , ~ ,;t , MAINTAIN SOIL EROSION AND SEDIMENTATION CbNTRt?L MEASURES UN 71. _ , _ FFICIENT . N . : j ~ / ,f.. ; VEL CONSTRUCTION ENTRANCE 15 CuOT SU ~ ~ SUBMITTED FOR7;046 SF OF BUFFER IMPACT A5SOCIAIED WITH THE SANITARY SEWER EXTENSION AND f ; r~. i . EX. 4 PE CA5
PERVIOUS U , , . ~f , ~ x, FA S ARE INSTALLED, IF GRA , 5 R CE E5TABLI5HED;AND Al,L,IM E CITES'AND . WA H STA 10 Q 1 ~ ` ED TO CLEAN V HI T N 5NALL.BE RE UIR 'USE CIF A S P:SEC)iMENT.DEPO + , ~ ~ 51TION OFF SITE THE . TO,KEE , ~ ~ , MAIN 'WALKING TRAIL CROSSING. ~ EXiS'fiNG
E UIPMENT PRIOR T.0 LEAVING THE SITE... ///~a ,,~?f . FORCE. 1N
ON CONTROL MEA5URE5 AS ~ CALL FOR ON 51TE MEETING TO C)B`CAIN APPROVAL:EOR,REMCIVAL OF TEMPORARY E 1... ~ EACH INTOA:DIRT.BAG,p35POSEOF ~ ~ P• P BASIN BY PUMPING ,f / , f~' ' MA EROSION CONTROL SYM8Ol:5 i,"
NtENT.BA5IN.AND GRAVEL. RI RA DIRECTED.I7RAIN SEDf.. TERIAL A " INSl'AIL PERMAIJENT.BIORETENT1bN MA ' :C1FfS1TE~ REMOVE SKIMMER FROM RISER AND s , t~ s' ~ f' / ~ r REMAINING SEDIM~hdT , r f~ f ~ ~r CONSTRUCTION .LIMITS
~ ~ ~ t ` - ' : _ ~ PERFORATED DRAINS. A~~~.
-s. dR~1NAG AREA r ~ f uTiuTY & STORf~ ~.~GEND TEiUPORARY OIVERSfON DITCH f ~1,~ . AA q~, j j,
~ 1 r . • ~ I~ 7~` ~ ~F FIRE HYDRANT
~ - , ER051ON caN~r~OL:NOTES.
CRES. ~ ~ 1. THE DENUDED AREAl5;3417 A . ' MA.PANEL 3720167BtxlJ, DATED DECEMBER 2, 20p5. ' UTILITY P©LE (TYP.) WATER VALVE I ~ k l ~ I SILT FENCE OUTLET ~ WATER METER 1 III
PLAIN:PER THE FE ~ r ~ O ERTY I5: NOT.LOCATED IN ANY FLOOD . I ''I' T ONTROL SEDiMEN C 0 AND :I 80 y LL BE CONOUCTEOIN ACCORDANCE WITH ER(~SI N ` a FUTURE DC~G PttRK _ ~ BLOW-OFF. ASSEMBLY SF S~.T: f ENCE
E ACTIVITIES 5HA ~ BANG ~ M : 3. ALI:IAND DISTUR N: ~ I °i STANDARDSAND PRACTICES;PRESCRiB~D;BY, NCOCQ ANl7 THE TOWN OF CLAYTO . * CLEAN OUT
+ 1 i ~ a a ECEIVING WATERCOLtRSI: ~ NEUSE'RIVER ~ ~ , 4, R L 1 - -SF/TP- SILT FENCE/fiREE PROTECTION FENCING '
+ r AL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY,SEDIMENTATION AND EROSION CONTRO ONTRACTOR SH L . . T EC wAfiER,UNE fem.: ; . ~ ~ CONSTRUCTION :ENTRANCE
.DEVICES SHOWN .ON THE APPROVED ELAN. PORA TQPSCIIL . f RY . SS SANITARY: SE?NER .
ExP05ED SHALL BE STABILIZED WITH TEM . EA5 AND 5LOPES.DISTURBED;E)l1RING CONSTRUCTION AN . STOGKPII:E AREA UT NO MORE.7HAN 21 CALENDAR D,4Y5, FC)LLOWINC 1 '4VORKINC DAYS, B : - STORM, SEWER
ULCHING WITHIN. 5 . ~ : SEEDING AND M _ LISHED FC1R'ALL DISTURBED z ~ , d^" g. f . ° COMPLETION OF ANy;:pHASE;OF. GRADING. PERMANENT:GROUNEyCOVER G5 0 , ~ - - - EASEMEPtfi RIP RAP: CHANNEL/DISSIPATOR .
~ N 21 CALENDAR DAYS; FOLLOWING COMPLETION,OF ' .BUT NO.MORE 7HA ~ T NG AREAS WITH 15 WORKING i?AYS, AY5 FC?LL0INING COMPLETION) :OF;GRADING. PERMANENT-SEEDING, \lSTING , f FORCE AP#2 SEDIMENT 8A5i~
o : ELOPMENT:WORKING D , I . r°'" r'' B" FORCE. - CONSTRUCTION OR APFLIEDTO THE 51TE FOLLOWING COMPLETION OF CONSTRUCTION, HINGANDG .,,!s 0'~''~ MA4N. ROUNp COVER SHALL BE MULL ~ ~AI>d ClRP?lNAGE AREA,
0 STEEPER THAN 3.1 WITHOUT APPROVAL FROM THE LANDSCAPE ARCHITECT. T. SLOPESSHAI,L BE N t {:ItvllTS CuRtEO wDOO MAT, EC BLANKET
VE BEEN REM , 5 HA D ENT BASIN a,. o B. TEMPORARY SILT FENCE MAY BE REQUIRED 7O BE INSTALLED IN AREAS WHERE 5E M ~ , NTIL CRA55 I5 ESTABLISHED.
MAININ.PLACE U RE - f THE SILT FENCE SHALL GRADED, AND SEED r \,\1~ 1,11 I J,,,,,~
~s CONTROL:PRAC7ICES INII.I: BECHECKED FOR STABILITY AND OPERATION ION ~ ' :c.s w AND SEDIMENTAT / ~ : ~ rt . x 9. ALL EROSION . ~ . ONCE EVERY WEEK; ANY NEEDED ~ ~PBOl7UCiNG RAINFALLBUT IN NC?.CA5E lES5 THAN. , FOLLOWING EVERY RUNOFF, NORT CaRn-
: " : ~tAiN1"AIN ALL PRACTICES AS DESIGNED. ~ . w REPAIRS WILL BE MADE,IMMEDIATELY TO 10.~-YE,4R : pEAKFLOW ANALYS)S ~~~~`ap~°,° ~ 1 6d` p ; u eQ~' c A
° M ABOUT 6•INCHES DEEP AT THE FENCE, . s"'° 8 IMENT WILL BE REMOVEb;FaOM BEHINp THE SILT FENCE WHEN11' BEGO E5
~ THE:5ILT FENCE WiLL.BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER,
. EEDER'AREAS WILL BE;FERTILIZEI]; RESEEDED A5 NECESSARY; AND MULCHED AGCORDING.TO THE SPEGIFIGATION 0 17.ALL5 ~ THE UtiNDSGAPE PLAN 7'O:MAINTAIN A;VIGOROUS, DENSE VEGETATIVE;COVER d ANALYSIS POINT ~1 88.90 CFS 89.88. CFS GRAPHIC5CALE 13039 a
~ F RSAND.STREET5CAPES, , . 12, TO MlN, IMIZE DAMAGE 7O EKISTING TREES NEAR THE 9NTERIOR.EDGE QF TREE SAVE AREAS, ~ ~r>v o zn soo ~'~,~~'GINE~~;a~~'~
AflNGTNELIMITSOFDISTURBANGE;.SC?ASTC+CUT;RATHER BENCHES L THE,CONTRACTOR SHALL CUT MINIMUM 2 T. ANALYSIS POiNT 22.52 CFS 21,64 CFS F GIEN~~\`~~ ' ,
~ TFIEN TEAR, ROOTS. ° . PLETED AND THE FINAL • NCE SHALL BE MAiNTAWEO ON THE SITE. UNTIL ALL SITE WORK 5 COM ,
. 13. THE TREE PROTECTION CE:: ~ 51TE INSPECTIf~N HAS TAKEN ALACE, ~,,,~"x»a^"" TOTAL' 111.42 CAS 111,52 CF'S 1 inch ~ 100 ft.
Sheet No.
i e Date BY besigner L IES IT: wl -H, Re: UL
A OVE evfs On W&R 50' U~J :IA.W a 50 ONSTf2tlCfft N; QRAWING RESEW 12/04/
C, 0 1 _ w :fi Date LAW <ra n y 2 SUf3MITCAL TO T0C P1lBLI0, WOR ENGINEE5.L;ANNES I SURVIVORS
LAW 1 110 09 No. :~.;L PLA. Cary, hJdrfh Carnlina 27511 tel.-..919469-3340 www,withersyavenel,c6i License No. G0832 111 MacKenan Drive
Gheckad By Inb NC I TH ; Al L I l HNSTt hI-COUNTY a PeVT(N 1. C
m W&R::: 209045&0