20061804 Ver 4_401 Application_20120912

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:•W E'i BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone (919) 841 - 9977— Fax [phone]
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This letter requests a buffer authorization only and does not require a WQC fee.
September 25, 2012
Mr. Ian McMillan
Wetlands, Buffers, Stormwater
Compliance and Permitting Unit
NC Division of Water Quality
512 N. Salisbury Street
Raleigh, North Carolina 27604
RE: Riparian Buffer Authorization Pre - Construction Applicatio Jimpmmm
Peachtree Phase Two (1
Clayton, Johnston County, North Carolina J
AID #: SAW- 2008 -01712 S EP 2 5 2012
DWQ #: 20061804, V.X K
BLC Project #: 11362 ,_OENR --WATER _
Dear Mr. McMillan:
Peachtree Phase Two is part of The Village @ Flowers Plantation development. This
development received an Individual Permit (IP) on April 23, 2010 from the US Army
Corps of Engineers that remains valid until December 31, 2035. NCDWQ issued a 401
Water Quality Certification approval for the project on March 15, 2010. These approvals
included stream channel, wetland and riparian buffer impacts for the development's
proposed road network. Lennar Carolinas, LLC ( Lennar) purchased Peachtree Phase One
in 2008 and developed this phase including providing diffuse flow without impacts to
streams, wetlands and riparian buffers. Lennar has copies of the permit issued for the
overall project and understands compliance is required. It is important to note that the
stream channel impact proposed for the road crossing labeled as Impact #1 in the IP has
not been initiated and is not part of the Lennar project.
Purchased in 2011, Peachtree Phase Two is 20 acres in size and located on the northwest
side of Flowers Parkway approximately 2000 feet southwest of Buffalo Road (SR 1003)
east of Clayton, Johnston County, North Carolina. This phase requires three riparian
buffer impacts for an aerial sanitary sewer crossing and level spreader bypass channels.

Mr. Ian McMillan
BLC Project #: 11362
September 25, 2012
Page 2 of 2
Attached is a Pre - construction Application (PCN) requesting buffer authorization for
these proposed impacts.
Please do not hesitate to call Mr. Kevin Varnell at (252) 459 -8196 if you have any
questions about the diffuse flow plans or documentation provided or me for questions
about the PCN application.
Sincerely,
Burdette Land Consulting, Inc.
Jennifer A. Burdette
Environmental Specialist
Attachments
PCN Application
USGS.Topographic Location Map (Figure 1)
JohnstonVounty Soil Survey Map (Figure 2)
The Village @ Flowers Plantation Overall Site Plan (C -01)
.Buffer Impact Map Revised 8/30/12 (C- )
Flowers Plantation Individual Permit Letter (4/22/10)
The Village @ Flowers Plantation 401 WQC Letter (3/15/12)"
'Agent'Authorization Form
- Sitework Calculations
LS -VFS Supplements (7 -9)
O & M Agreement
LS Runoff Map
Erosion Control Runoff Map
Construction Drawings (Cover Sheet, C -1 — C -7 & D -1 — D -5)
c: Lennar Carolinas, LLC c/o Doug Radford — JPM South Development
Kevin Varnell — Stocks Engineering, PA
Thomas Brown — USACE

O�OF WAT�c�QG
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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
1 a. Type(s) of approval sought from the
Corps:
❑Section 404 Permit ❑Section 10 Permit
1b. 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 ❑ 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 1h
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:
Peachtree Phase 2
2b. County:
Johnston
2c. Nearest municipality / town:
Clayton
2d. Subdivision name:
Flowers Plantation
2e. NCDOT only, T.I.P. or state
project no:
NA
3. Owner Information _Z@@!4
� �
3a. Name(s) on Recorded Deed:
Lennar Carolinas, LLC
DB 03985; PG 0626
Niv
UU
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Patricia Hanchette
909 Aviation Pkwy Ste 700
Morrisville NC 27560 -6632
2
QU
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
(919) 337 -0241
3g. Fax no.:
NA
3h. Email address:
trish.hanchette @lennar.com
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

0
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:
Jennifer A. Burdette
5b. Business name
(if applicable):
Burdette Land Consulting, Inc.
5c. Street address:
10212 Creedmoor Road
5d. City, state, zip:
Raleigh, NC 2765
5e. Telephone no.:
(919) 841 -9977
5f. Fax no.:
(919) 841 -9909
5g. Email address:
J BurdetteBLC(cDbellsouth. net
i
Page 2 of 10
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):
169900 -14 -0825
1 b. Site coordinates (in decimal degrees):
Latitude: 35.6572456 Longitude: - 78.3582672
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
20.35 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Mill Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Neuse
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 consists of mixed pine /hardwood forest except for areas that have been cleared for subdivision roads. General
land use in the vicinity of the project consists of pine forest and residential subdivisions. Please refer to the attached
USGS Location Map (Figure 1) and Johnston County Soil Survey Map (Figure 2) for more information on the project
setting.
3b. List the total estimated acreage of all existing wetlands on the property:
<1
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3500
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a residential subdivision of single - family homes to serve the residents of the
Clayton area.
3e. Describe the overall project in detail, including the type of equipment to be used:
Peachtree Phase Two consists of proposed roads, sanitary sewer and level spreaders necessary to develop a single -
family residential subdivision. This phase requires three riparian buffer impacts for an aerial sanitary sewer crossing and
level spreader bypass channels. Attached is a Buffer Impact Map prepared by Stocks Engineering, PA and labeled by
BLC showing the proposed buffer impacts and the proposed sanitary sewer and stormwater crossing designed to avoid
impact to a nonbuffered, jurisdictional stream channel.
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 [:1 No El Unknown
Comments: A jurisdictional determination was completed for
the entire property in approximately 2007 prior to the
Individual Permit issuance in 2010.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soil & Environmental
Name (if known):
Consultants, PA
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
On August 28, 2012, Mr. Thomas Brown of the USACE confirmed that the jurisdictional determination completed as part
of the Individual Permit process remains valid.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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.
Peachtree Phase 2 is part of The Village @ Flowers Plantation development. This development (SAW- 2008 - 01712)
received the attached Individual Permit on April 23, 2010 from the US Army Corps of Engineers that remains valid until
December 31, 2035. The NCDWQ issued the attached 401 Water Quality Certification approval for the project (DWQ
#20061804) on March 15, 2010. These approvals included stream channel, wetland and riparian buffer impacts for the
development's proposed road network. Mr. Kevin Varnell of Stocks Engineering, PA was involved with this permitting and
subsequent buffer authorizations in which the areas labeled on the attached The Village @ Flowers Plantation Overall
Site Plan Revised 04/1/08 as Existing Development were determined to be grandfathered with respect to the current 401
WQC stormwater treatment requirements. Lennar Carolinas, LLC ( Lennar) purchased Peachtree Phase One in 2008 and
developed this phase including providing diffuse flow without impacts to streams, wetlands and riparian buffers. Lennar
has copies of the permit issued for the overall project and understands compliance is required. It is important to note that
the stream channel impact proposed for the road crossing labeled as Impact #1 in the IP has not been initiated and is not
part of Lennar's project.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑ No
6b. If yes, explain.
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 — non -404, other)
(acres)
Temporary T
W1 [:]PDT
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: NA
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
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: Impacts to the nonbuffered, jurisdictional stream channel labeled as Impact #2 will be avoided using
construction techniques. The sanitary sewer crossing is an aerial crossing that will span the channel, and the stormwater line
crossing will be installed by boring under the channel.
Page 4 of 10
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 ❑ PEI T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond 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
K 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) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
aerial sanitary
B1 ®P ❑ T
sewer crossing &
LS bypass channel
UT to Mill Creek
® Nos
2,864
1,364
(Impact #1)
B2 ®P ❑ T
LS bypass channel
UT to Mill Creek
❑ Yes
669
419
(Impact #3)
® No
6h. Total buffer impacts
3,533
1,783
6i. Comments: The proposed level spreader bypass channels qualify as new drainage ditches, roadside ditches and
stormwater outfalls provided that a stormwater management facility is installed to control nitrogen and attenuate flow before
the conveyance use that is allowable. The proposed aerial sanitary sewer crossing is a perpendicular crossing that disturbs
less than 40 linear feet or riparian buffer, which is an exempt use. Buffer mitigation is not required for exempt and allowable
uses.
Page 5 of 10
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.
The aerial sanitary sewer crossing (Impact #1) was aligned to cross the riparian buffer at a perpendicular angle to minimize
the proposed impact. Two proposed level spreaders require bypass channels to the receiving stream to prevent erosion
within the riparian buffer.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed sanitary sewer crossing is an aerial crossing that spans the channel, and the stormwater line will be bored
under the channel to avoid impacting the stream channel.
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:
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 6 of 10
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
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:
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: Mr. Kevin Varnell of Stocks Engineering, PA was involved with
Individual Permit and 401 WQC for the overall project and subsequent buffer
authorizations in which the areas labeled as Existing Development on the attached
The Village @ Flowers Plantation Overall Site Plan Revised 04/1/08 were
determined to be grandfathered with respect to the current 401 WQC stormwater
® Yes El No
treatment requirements, but remain subject to the NRB riparian buffer diffuse flow
requirement. Stocks Engineering, PA prepared a diffuse flow plan for the project.
Their Sitework Calculations including LS -VFS (7 -10) supplement sheets, O & M
agreement and runoff maps for erosion control and the proposed level spreaders
are attached. A complete set of the project construction drawings (Cover Sheet, C-
1 — C -7 & D -1 — D -5 ) revised on 8/8/12 are also attached.
Page 7 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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:
❑ 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?
❑ 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:
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 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. 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.)
❑ 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.
This PCN application is for level spreader bypass channels and an aerial sanitary sewer crossing in a section of existing
development within The Village at Flowers Plantation, which has valid Section 404 and 401 permits.
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.
Page 9 of 10
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?
Jennifer A. Burdette
_ /�,
9/25/12
Applic n Wen_s P 'nted Name
Date
App Agent's ignature
(Agent's signature is va only i a orization letter from the applicant
is provided.)
Page 10 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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GRAPHIC SCALE
I" = 2000' USGS LOCATION MAP
2000' 0 2000' PEACHTREE AT FLOWERS PLANTATION
CLAYTON, JOHNSTON COUNTY, NC
DATE: 02-22-12
FLOWERS 2010
BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] — Fax [phone] I-wx1jjV-"1FM=
,s

GRAPHIC SCALE N
1" = 2000' JOHNSTON COUNTY SOIL SURVEY MAP
2000' 0 2000' PEACHTREE AT FLOWERS PLANTATION .c
CLAYTON, JOHNSTON COUNTY, NC
N� DATE: 08 -22 -12 SHEET(S):2
RDETTE LAND CONSULTING, INC. DRAWN BY: JAB CHK'DBY: JAB
W E BU
10212 Creedmoor Road - Raleigh, North Carolina 27615 _
Telephone [phone]— Fax [phone] PROJECT #: 11362
s FIGURE #: 2

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
REPLY TO
ATTENTION OF April 22, 2010
Regulatory Division
Action ID: SAW- 2008 -01712
Ms. Rebecca Flowers
River Dell Company Inc.
4880 NC 42 East
Clayton, North Carolina 27527
Dear Ms. Flowers:
�o� ply
T� .
Al
In accordance with your written request of May 1, 2008, and the ensuing administrative
record, enclosed is a copy of a permit to authorize the proposed permanent placement of fill
material into 868 linear feet of important stream, 416 linear feet of unimportant stream and 0.122
acres of non - riparian wetlands, and the temporary placement of fill into 160 linear feet of
important stream, 60 linear feet of unimportant stream and 0.005 acres of wetlands, associated
with the construction of the infrastructure of a residential and commercial development. The
project site is located in all 4 quadrants of the intersection of NC-42, and NCSR 1003 (Buffalo
Road), east of Clayton, Johnston County, North Carolina.
Any deviation in the authorized work will likely require modification of this permit. If a
change in the authorized work is necessary, you should promptly submit revised plans to the
Corps showing the proposed changes. You may not undertake the proposed changes until the
Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal law. Certain
significant general conditions require that:
a. You must complete construction before December 31, 2035.
b. You must notify this office in advance as to when you intend to commence and
complete work.
c. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and conditions.
You should address all questions regarding this authorization to Mr. Thomas Brown at
the Raleigh Regulatory Field Office, telephone [phone] extension 22.

-2-
Enclosures
Copies Furnished (with enclosures):
Chief, Source Data Unit
NOAA/National Ocean Service
ATTN: Sharon Tear N /CS261
1315 East -west Hwy., Rm 7316
Silver Spring, MD 20910 -3282
Copies Furnished with special conditions
and plans:
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636 -3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North 28516
Sincerely,
Jefferson M. Ryscavage
Colonel, U.S. Army
District Commander
Mr. Ronald J. Mikulak, Chief
Wetlands Protection Section — Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
N.C. Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. David Rackley
National Marine Fisheries Service
219 Fort Johnson Road
Charleston, South Carolina 29412 -9110

DEPARTMENT OF THE ARMY PERMIT
Permittee: MS. REBECCA FLOWERS
RIVER DELL COMPANY, INC.
Permit No: SAW - 2008 -01712
Issuing Office: USAED, WILMINGTON
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The
term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over
the permitted activity or the appropriate official of the office acting under the authority of the commanding officer.
You are authorized to perform work in the accordance with the terms and conditions specified below.
Project Description: The project involves the construction of the infrastructure (i.e. roads) that would
support the residential and commercial development of property currently owned by the applicant,
Rebecca Flowers of River Dell Company, Inc. The project permanently impacts 868 linear feet of
important stream, 416 linear feet of unimportant stream and 0.122 acre of non - riparian wetlands to
construct the seventeen (17) road crossings from the placement of culverts and fill material. In addition,
160 linear feet of important stream, 60 linear feet of unimportant stream and 0.005 acre of wetlands will
be temporarily impacted with the construction of these road crossings.
Project Location: The project site is located on approximately 1200 acres of land within the northwest,
northeast, southwest and southeast quadrants of the NC Highway 42 (NC42) and Buffalo Road (SR 1003)
intersection, east of Clayton, Johnston County, North Carolina (35.6520° N, - 78.3437 W). The project
-- site includes po Ions o I an u a o cree s, severa o their unnamed r' n - wettand —
adjacent to these water bodies in the Neuse River Basin (8 -Digit Cataloging Unit 03020201).
Permit Conditions:
General Conditions:
1. The time Limit for completing the work authorized ends on December 31, 2035. If you rind that you need
more time to complete the authorized activity, submit your request for a time extension to this office for consideration at
least one month before the above date is reached.
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms
and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although
you may make a good faith transfer to a third party in compliance with General Conditions 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must
obtain a modification of this permit from this office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity
authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal
and state coordination required to determine if the remains warrant a recovery effort or if the site eligible for Iisting in
the National Register of Historic Places.
ENG Form 1721, Nov 86 EDITIONS OF SEP 82 IS OBSOLETE. (33 DFR 325 (Appendix A))

4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space
provided and forward a copy of the permit to this office to validate the transfer of this authorization.
S. If a conditioned water quality certification has been issued for your project, you must comply with the conditions
specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is
attached if it contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to
ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.
Special Conditions:
*SEE ATTACHED SPECIAL CONDITIONS
Further Information:
1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:
( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S. C. 403).
(X) Section 404 of the clean Water Act (33 U.S.C. 1344).
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the
following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from
natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on
behalf of the United states in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
2 *U.S. GOVERNMENT PRINTING OFFICE: 1986 - 717 -425

e. Damage claims associated with any future modification, suspension, or revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was mad in reliance
on the information you provided.
5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances
warrant. Circumstances that could require a reevaluation include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false, incomplete, or
inaccurate (see 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public interest
decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and
revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33CFR 326.4
and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to
comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will
be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this
office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measure by
contract or otherwise and bill you for the cost.
6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit.
Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the
public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time
limit.
Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this
permit.
(PERMIT-FE MS. REBECCA VLOWERS (DATE)
RIVER DELL COMPANY, INC.
This permit becomes effective when the Feder 1 official, designated to act for the Secretary of the Army, has signed
below. If I i
(DISTRICT
M&Y-IR (Q49--n
yt7y1 2 �, Apr ;` Z.c7 o
JEFFERSON M. RYSCAVAGE, COLONEL (DATE)
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this
permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated
with compliance with its terms and conditions, have the transferee sign and date below.
(Transferee)
(Date)
3 *U.S. GOVERNMENT PRINTING OFFICE: 1986 — 717-425

SPECIAL CONDITIONS (Action ID SAW - 20080 - 1712)
Work Limits
a) All work authorized by this permit must be performed in strict compliance with
the attached plans (Exhibit A), which are a part of this permit. Any modification to these
plans must be approved by the US Army Corps of Engineers (USACE) prior to
implementation.
b) Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land- clearing activities shall take place at any
time in the construction or maintenance of this project, within waters or wetlands. This
permit does not authorize temporary placement or double handling of excavated or fill
material within waters or wetlands outside the permitted area. This prohibition applies to
all borrow and fill activities connected with this project.
C) Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land - clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation
patterns within waters or wetlands or to reduce the reach of waters or wetlands.
Related Laws
d) All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other
toxic materials. In the event of a spill of petroleum products or any other hazardous
waste, the permittee shall immediately report it to the N.C. Division of Water Quality at
(919) 733 -5083, Ext. 526 or (800) 662 -7956 and provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act will be followed.
Project Maintenance
C) The permittee shall advise the USACE in writing at least two weeks prior to
beginning the work authorized by each phase of this permit and again upon completion of
the work authorized by each phase of this permit. Additionally, prior to beginning the
work authorized by each phase of this permit, the permittee shall hold a pre - construction
meeting with the USACE, Raleigh Regulatory Field Office Project Manager, telephone
919 - 554 -4884, 22, with the USACE and the contractor who will perform the authorized
work.
f) Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any
pollutants except in trace quantities. Metal products, organic materials (including debris
from land clearing activities), or unsightly debris will not be used.

SPECIAL CONDITIONS (Action ID SAW- 20080 -1712)
g) The permittee shall require its contractors and/or agents to comply with the terms
and conditions of this permit in the construction and maintenance of this project, and
shall provide each of its contractors and /or agents associated with the construction or
maintenance of this project with a copy of this permit. A copy of this permit, including
all conditions, shall be available at the project site at all times during construction and
maintenance of this project.
h) The permittee shall employ all sedimentation and erosion control measures
necessary to prevent an unacceptable increase in sedimentation or turbidity within waters
and wetlands outside the permit area. This shall include, but is not limited to, the
immediate installation of silt fencing or similar appropriate devices around all areas
subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full
compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
i) The permittee, upon receipt of a notice of revocation of this permit, or upon its
expiration before completion of the work will, without expense to the United States and
in such time and manner as the Secretary of the Army or his authorized representative
may direct, restore the water or wetland to its pre - project condition.
j) For the installation of culverted stream crossings, the pipe inverts will be buried at
least one foot below the surface of the stream for culverts greater than 48 inches in
diameter. For culverts 48 inches in diameter or smaller, culverts must be buried below
the bed of the surface of the stream to a depth equal to or greater than 20 percent of the
diameter of the culvert. A waiver from the depth specifications in this condition may be
requested in writing. The waiver will only be issued if it can be demonstrated that the
impacts of complying with this condition would result in more adverse impacts to the
aquatic environment. Culverts installed in jurisdictional wetlands, with no associated
stream crossing are not required to be buried.
Enforcement
k) Violations of these conditions or violations of Section 404 of the Clean Water Act
or Section 10 of the Rivers and Harbors Act must be reported in writing to the
Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's
discovery of the violation.
2

SPECIAL CONDITIONS (Action ID SAW- 20080 -1712)
Mitigation
1) In order to compensate for 0.122 acre of permanent impacts to wetlands, 0.005
acre of temporary impacts to wetlands, 868 linear feet of permanent impacts to streams,
and 220 linear feet of temporary impacts to streams the permittee shall make payment to
the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount
determined by the NCEEP, sufficient to perform the restoration of 0.214 acre of non -
riparian wetland and 868 linear feet of warm water stream in the Neuse River Basin,
Cataloging Unit 03020201.
Construction within Jurisdictional areas on the property shall begin only after the
permittee has made payments per the below mitigation table to the NCEEP and provided
a written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the MOU between North Carolina
Department of Environment and Natural Resources and the United States Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
The applicant will make phased mitigation payments to the NCEEP as listed in the table
below. The cost of credits will be the current price at the time of payment, not the current
price at the time the permit was issued. No work on any phase of the project shall begin
until the payment for that phase has been issued to the NCEEP.
Phase
Construction /Mitigation
Number
Impact Areas
Mitigation Required
Payment Deadline
1
1
150 LF of stream
12/31/2012
2
2
115 LF of stream -
12/31/2015
98 LF of stream & 0.019
acres of wetland (All
3
5, 12, 18, and 19
wetland mitigation paid
12/31/2019
under the EEP' /a acre
minimum
4
3
150 LF of stream
12/31/2021
5
6, 7, 8, 13, and 14
295 LF of stream
12/31/2025
60 LF of stream & 0.007
6
11, 16, 17
acres of wetland
12/31/2027
(wetland paid with
phase 3
7
9,10
0.096 acres of wetland
12/31/2029
aid with phase 3

SPECIAL CONDITIONS (Action ID SAW - 20080 -1712)
m) In addition to the mitigation outlined above, the permittee shall also preserve
5,839 linear feet of Mill Creek with a 100 ft. undisturbed riparian buffer (13.67 acres)
along the east side of Mill Creek, and shall preserve 1,543 linear feet of an unnamed
tributary (UT) to Mill Creek with a full 50 ft. undisturbed riparian buffer (2.44 acres)
along each side of the UT to Mill Creek by means of Declaration of Restrictions. The
Declaration of Restrictions shall be identical to the model Declaration of Restrictions
found on the Wilmington District website, unless changes are authorized in writing by the
Wilmington District. The Declaration of Restrictions shall be recorded at the Register of
Deeds office within 90 days of the issuance of this permit, and a copy of the recorded
Declaration shall be provided to the Wilmington District within 30 days of its
recordation. The permittee shall take no action inconsistent with the terms of the
Declaration before its recordation.
0

PA Exhibit B
KNEW
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 15, 2010
RECEIVED
Ms. Rebecca Flowers
River Dell Company, Inc. MAR w
4880 NC 42 East,
Clayton, NC 27527 Regulatory Lyandi
Re: The Village At Flowers Plantation, Johnston County
DWQ #20061804, Ver.3; USACE Action ID. No. SAW -2008 -01712
Ut to Mill Creek [030402,27-39, WSIV, NSW]
Ut to Buffaloe Creek [030406, 27- 57- 16 -(3), C, NSW]
APPROVAL of 401 Water Quality Certification with Additional Conditions
APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with Additional Conditions — REVISED4
Dear Ms. Flowers:
Attached hereto is a copy of Certification No. 3766 issued to Ms. Rebecca Flowers and River Dell Company,
Inc., dated March 15, 2010. This Certification replaces the Certification issued to you on March 4, 2010.
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers
per 15A NCAC 2B .0233. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater,
Dam Safety, Non - discharge and Water Supply Watershed regulations.
If we can be of further assistance, do not hesitate to contact us.
Sine ly,
oleen H. Sullins
CHS /ijm
Attachments: Certificate of Completion
cc: Becky Fox, EPA Region 4,1307 Firefly Road, Whittier, NC 28789
Lauren Witherspoon, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Bob Zarzecki, S &EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
DLR Raleigh Regional Office
Filename: 061804Ver3TheVillageAtFlowersPlantation (]ohnston)401_IC NBR Revised4
401 OversighVExpress Review Permitting Unit One
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650 NorthCarolina
Location. 2321 Crabtree Blvd , Raleigh, North Carolina 27604
Phone; 919 - 733 -17861 FAX: 919 - 733 -6893 Naturally
Intemet. http'11h2o enr.state.nc.uslncweilandsl
An Equal OpportunilyIAlormahe Action Employer

Ms. Rebecca Flowers and River Dell Company, Inc.
Page 2 of 6
March 15, 2010
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92 -500 and
95 -217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in
15 NCAC 2H, Section .0500 to Ms. Rebecca Flowers and River Dell Company, Inc., to fill or otherwise impact
0.122 acres of 404 /wetland (permanent impact), 0.005 acres of 404 /wetland impact (temporary), 1,284 linear feet
of permanent stream impact (868 perennial stream impact and 416 linear feet intermittent stream impact), 220
linear feet of temporary stream impact (160 linear feet perennial stream impact and 60 linear feet intermittent
stream impact) and 79,584 square feet of Zone 1 Neuse River basin protected riparian buffer, and 39,603 square
feet of Zone 2 Neuse River basin protected riparian buffer, to construct a mixed -use development, which is
located on all four quadrants of the intersection of Buffalo Road (SRI 003) and NC Highway 42, east of Clayton,
Johnston County, North Carolina, pursuant to an application dated April 28, 2008, and received by DWQ on May
1, 2008, and by Public Notice by the U.S. Army Corps of Engineers issued on the 30th day of May of 2008
(received by DWQ on May 30, 2008), and all additional information received from you on July 16, 2008,
September 12, 2008, October 23, 2008, and February 4, 2010. This Certification shall also act as your approved
No Practical Alternatives determination for impacts to the Neuse River basin protected riparian buffers per 15A
NCAC 2B.0233(2).
The application and supporting documentation provides adequate assurance that the proposed work will not
result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306,
307 of PL 92 -500 and PL 95 -217 if conducted in accordance with the application, the supporting
documentation, and conditions hereinafter set forth.
This approval is only valid for the purpose and design submitted in the application materials and as described in
the Public Notice. If the project is changed, prior to notification a new application for a new Certification is
required. If the property is sold, the new owner must be given a copy of the Certification and approval letter and
is thereby responsible for complying with all conditions of this Certification. Any new owner must notify the
Division and request the Certification be issued in their name. Should wetland or stream fill be requested in the
future, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and
(7). If any plan revisions from the approved site plan result in a change in stream or wetland impact or an
increase in impervious surfaces, the DWQ shall be notified in writing and a new application for 401
Certification may be required. For this approval to be valid, compliance with the conditions listed below is
required.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts:
Type of Impact
Amount Approved nits
Plan Location or Reference
404/Wetlands
0.122 acres - permanent
Application and Public Notice
404/Wetlands
0.005 acres temporary 'Lemporary
Application and Public Notice
Stream - perennial
868 linear feet - permanent
Application and Public Notice
Stream - perennial
160 linear feet - temporary
Application and Public Notice
Stream - intermittent
416 linear feet - permanent
Application and Public Notice
Stream - intermittent
60 linear feet - temporary
Application and Public Notice
Buffers Zone I
79,584 (square ft.
Application and Public Notice
Suffers Zone 2
39,603 (square ft. )
Application and Public Notice

Ms. Rebecca Flowers and River Dell Company, Inc.
Page 3 of 6
March 15, 2010
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401 Permit Application. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval from
the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
design and placement of temporary erosion control measures shall not be conducted in a manner that may
result in dis- equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the
above structures. All sediment and erosion control devices shall be removed and the natural grade restored
within two (2) months of the date that the Division of Land Resources or locally delegated program has
released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or
similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or
water prior to any land disturbing activities to ensure compliance with 15A NCAC 213 .0233;
Continuing Compliance:
6. Ms. Rebecca Flowers and River Dell, shall conduct construction activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of State law and federal law. If
the Division determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that State or federal law is being violated, or that further conditions are
necessary to assure compliance, the Division may reevaluate and modify this Certification to include
conditions appropriate to assure compliance with such standards and requirements in accordance with
15A NCAC 2H.0507(d). Before modifying the Certification, the Division shall notify Ms. Rebecca
Flowers and River Dell Company, Inc., and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503 and provide opportunity for public hearing in accordance with
15A NCAC 2H.0504. Any new or revised conditions shall be provided to Ms. Rebecca Flowers and
River Dell Company, Inc., in writing, shall be provided to the United States Army Corps of Engineers
for reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also
become conditions of the 404 Permit for the project;

Ms. Rebecca Flowers and River Dell Company, Inc.
Page 4 of 6
March 15, 2010
7. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds. A sample deed notification format
can be downloaded from the 401/Wetlands Unit web site at:
htt://portal ncdenr org/c /document library /eet fle?uuid=ef84d0e1-5fc9- 4183 -8765-
2f9d7eb152e0 &groupld =38364 DWQ shall be sent copies of all deed restrictions applied to these lots
after recordation;
8. Construction Stormwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES
General stormwater permit (NCG010000) administered by DWQ is automatically issued to the project.
This General Permit allows stormwater to be discharged during land disturbing construction activities
as stipulated by conditions in the permit. If your project is covered by this permit [applicable to
construction projects that disturb one (1) or more acres], full compliance with permit conditions
including the sedimentation control plan, self - monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
htt n ://h2o.enr.state.nc.us/su/Forms Documents.htm.;
9. A final, written stormwater management plan for each phase of this project shall be submitted to the
DWQ 401 bversight/Express Permitting Unit (2321 Crabtree Boulevard, Suite 250, Raleigh, NC
27604) for review and approval. No land disturbance associated with any phase may be conducted until
a stormwater management plan for that phase has been submitted to and approved by the DWQ. No
buildings associated with any phase may be occupied until the stormwater management plan is
constructed and operational for that phase.
In order to be approved by the DWQ, the stormwater management plan submittal must include a AMP
Supplement Form with all required items. The BMPs must be designed such that they comply with the
version of the NC DENR Stormwater BMP Manual that is in effect on the date of the submittal of the
stormwater management plan (SMP). The SMP must meet the requirements in the version of SMP
Regulations for non -DOT in effect at the time of submittal.
Mitigation:
10. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP) and Conservation
Easements
Per the USACE, the following condition applies:
In order to compensate for 0.122 acre of permanent impacts to wetlands, 0.005 acre of
temporary impacts to wetlands, 868 linear feet of permanent impacts to streams, and 220 linear
feet of temporary impacts to streams the permittee shall make payment to the North Carolina
Ecosystem Enhancement Program (NC EEP) in the amount determined by the NCEEP,
sufficient to perform the restoration of 0.214 acre of non - riparian wetland and 868 linear feet of
warm water stream in the Neuse River Basin, Cataloging Unit 03020201.
Construction within Jurisdictional areas`on the property shall begin only after the permittee has
made payments per the below mitigation table to the NCEEP and provided a written
confirmation to the Corps that it agrees to accept responsibility for the mitigation work
required, in compliance with the MOU between North Carolina Department of Environment
and Natural Resources and the United States Army Corps of Engineers, Wilmington District,
dated November 4, 1998.

Ms. Rebecca Flowers and River Dell Company, Inc.
Page 5 of 6
March 15, 2010
The applicant will make phased mitigation payments to the NCEEP as listed in the table below.
The cost of credits will be the current price at the time of payment, not the current price at the
time the permit was issued. No work on any phase of the project shall begin until the payment
for that phase has been issued to the NCEEP.
Phase
Number
Impact Areas
Mitigation Required
Construction/Mitigation
Payment Deadline
150 LF of stream
1
1
12/31/2012
2
2
115 LF of stream
12/31/2015
98 LF of stream & 0.019 acres of
3
5, 12, 18, and 19
wetland (Ali wetland mitigation paid
12/31/2019
under the EEP '/4 acre minimum
4
3
150 LF of stream
12/3112021
5
6, 7, 8, 13, and 14
295 LF of stream
12/31/2025
6
11, 16, 17
60 LF of stream & 0.007 acres of
12/31/2027
wetland wetland paid with phase 3
7
9, 10
0.096 acres of wetland
12131/2029
aid with phase 3
In addition to the mitigation outlined above, the permittee shall also preserve 5,839 linear feet
of Mill Creek with a 100 ft, undisturbed riparian buffer (13.67 acres) along the east side of Mill
Creek, and shall preserve 1,543 linear feet of an unnamed tributary (UT) to Mill Creek with a
full 50 ft. undisturbed riparian buffer (2.44 acres) along each side of the UT to Mill Creek by
means of Declaration of Restrictions. The Declaration of Restrictions shall be identical to the
model Declaration of Restrictions found on the USACE Wilmington District website, unless
changes are authorized in writing by the Wilmington District. The Declaration of Restrictions
shall be recorded at the Register of Deeds office within 90 days of the issuance of the 404
Individual Permit, and a copy of the recorded Declaration shall be provided to the Wilmington
District and the DWQ within 30 days of its recordation. The permittee shall take no action
inconsistent with the terms of the Declaration before its recordation.
11. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
If you wish to contest any statement in the attached Certification you inust file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the
petition with the office of Administrative Hearings within thirty (30) days of receipt of this notice. A petition is
considered filed when it is received in the office of Administrative Hearings during normal office hours. The
Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and
5:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the
Office of Administrative Hearings.

Ms. Rebecca Flowers and River Dell Company, Inc.
Page 6 of 6
March 15, 2010
The petition may be faxed - provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
Telephone: (919 )-733 -2698, Facsimile: (919 )-733 -3478
A copy of the petition must also be served on DENR as follows:
Ms. Mary Penny Thompson, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
This the 15`h day of March 2010
D O
N N OF WATE ALITY
oleen H. Sullins
CHS /ijm
3766

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FLOWERS CROSSINGS PERMITTING
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CROSSING #1- DETAILED SITE PLAN
07118/08

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STOCKS ENGINEERING, P.A. FLOWERS CROSSINGS PERMITTING
3W NrtMMOUGH ST. FNO „„ �,_ 3100 EUMN AMXK C ((u�� „�„96 JOHNSTON COUNTY, NC C -03A
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07118/08

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280
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260
250
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CROSSING #3 PROFILE
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0 SCALE: HORIZ.: 1"=100'
�VERT.: 1 " =10'
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280
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BED OF STREAM �C--JOM SCALE: N.T.S.
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mm no FA)U (I 1-=10 MAM'AuE. M.L IM56 FAA (262) 43*--0107
UMCK Mr 27W GROSSING #3 — DETAILS
07118108
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all"
280
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UMCK Mr 27W GROSSING #3 — DETAILS
07118108

N
W E* BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] — Fax [phone]
S
AGENT AUTHORIZATION FORM
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
To Whom It May Concern:
North Carolina Division of Water Quality
Central Office
Mail Service Center 1650
Raleigh, North Carolina 27699
By signing below, the current property owner gives representatives of Burdette Land
Consulting, Inc. permission to act as their authorized agent for jurisdictional and isolated waters
and riparian buffer determinations, delineation, and permitting for the subject project. This
authorization includes permission to enter the site to conduct site meetings with US Army Corps
of Engineers and NC Division of Water Quality personnel, as necessary.
Project Name: Peachtree Phase Two
BLC Project #: 11362
Parcel Identification Number(s): 169900 -14 -0825
Parcel Address(es): Peachtree Lane
Parcel Acreage: 20.35
Current Property Owner or Easement Holder:
Name: Lennar Carolinas. LLC
(include contact person if a corporation, partnership, or government)
Mailing Address: 909 Aviation Pkwy, Ste 700
Morrisville, NC 27560 -6632
Telephone: (Gl Ill ) .331 — 0211
Email: tYis1A whyiar tov\-
Signature Date

I A. .
Sitework Calculat
Flowers Plantation
Peachtree Phase 2
"Owner/Developer
rolinas,.L
-Lenn'ar,Ca' LC'
1201 Edwards Mill Road,`
- Raleigh; NC 276,07`
Owner Contact: Mr.� Karl, Beyer
(919)'865 1687
%% NA CARC)
% c-:)
STOCKS ENGINEERING P.A.
1100 Eastern avenue Phone: [phone]
PO Box 1108 Fax: [phone]
Nashville, NC 27856 Mobile: [phone]
Email: [e-mail]

Stocks Engineering, P.A.
1100 Eastern Avenue
PO Box 1108
Nashville, NC 27856
Project: Peachtree Phase II
Date: August 24, 20011
Page: 1 of 1
Post - Development
Tic
Area ID
Area (Ac.)
C
11 -inch
Q 1 -inch (cfs)
5
la
1.75
058
1
1.02
6
Ib
023
0.95
1
022
7
IC
0.07
0.95
1
007
8
Id
028
0.78
1
0.22
5
I Ia
0.26
0.74
1
0 19
5
IIIa
0.44
0.69
1
030
5
Na
1 17
064
1
0.75
-
Total
4.20
-
1.00
2.76
Post- Development
Tic
Area ID
Area (Ac.)
C
12
Q2 (cfs)
5
la
1.75
0.58
5.58
566
6
Ib
023
095
5.58
1 22
7
IC
007
095
5 58
0.37
8
Id
028
078
5.58
1.22
5
Ila
026
074
558
1.07
5
Illa
0.44
069
558
1 69
5
IVa
1 17
064
558
4.18
-
Total
4.20
-
5.58
15.42
Runoff Computations
1 Inch Storm
2 -Year Storm

Stocks Engineering, P.A.
1100 Eastern Avenue
PO Box 1108
Nashville, NC 27856
Post - Development
Tc
Area ID
Area (Ac.)
C
110
Q10 (cfs)
5
la
1.75
0.58
708
7.19
6
lb
0.23
095
7.08
1.55
7
IC
0.07-
095
7.08
0.47
8
Id
0.28
078
7.08
1.55
5
Ila
0.26
0.74
7.08
136
5
Illa
044
0.69
708
2.15
5
Na
1.17
064
7.08
530
E-
Total
4.20
-
7.08
19.56
4
Post - Development
Tic
Area ID
Area (Ac.)
C
125
Q25 (cfs)
5
la
1.75
058
7.78
7.90
6
lb
0.23
0.95
7.78
170
7
Ic
0.07
0.95
7.78
052
8
Id
0.28
078
7.78
1.70
5
Ila
0.26
0.74
7.78
1.50
5
Illa
044
0.69
778
2.36
5
Iva
1.17
0.64
7.78
583
-
Total
4.20
-
7.78
21.50
Runoff Computations
10 -Year Storm
25 -Year Storm

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CB 11 to FES
530
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620
21800
23067
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End
Peachtree Phase 2
Number of Imes 1
Run Date 08 -26 -2011
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End
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Number of lines 1
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Storm Sewer r Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
HGL
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
Junct
line
(cfs)
(in)
(ft)
(ft)
(ft)
M
(ft)
(ft)
(ft)
(ft)
No.
1
FES1 to JB2
1076
24 c
380
24600
24611
0 289
24746
24757
n/a
247 61 t
End
2
JB2 to C133
1076
24 c
1630
24621
246.70
0 301
24765
24814
n/a
248 22 t
1
3
C63 to CB4
921
24 c
700
24676
246,97
0 300
24822
24835
037
248.72
2
4
C64 to C135
874
18 c
2780
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24790
0 299
248 72*
250 65*
057
251 22
3
5
C65 to CB6
719
15 c
200
24800
24806
0 300
251 22*
25147*
053
25200
4
i
i
Peachtree Phase 2
Number of lines 5
Run Date 08 -26 -2011
NOTES c = clr, e = ellip, b = box, Return period = 10 Yrs , *Surcharged (HGL above crown) , t - Inlet control
Hydraflow Storm Sewers 2005

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LS -VFS Design
Forebay surface area 135 sq ft Forebay is adequately sized
Depth of Forebay at stormwater entry point 18 in Depth is appropriate
Depth of forebay at stormwater exit point 6 in Depth is appropriate
Feet of level lip needed per cfs 10 ft/cfs
Computed minimum length of the level lip needed 17 ft
Length of level lip provided 17 ft
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 1 of 3
y�
u+
NCDEHR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
Peachtree Phase 2
Contact name
Kevin Varnell
Phone number
252 459.8196
Date
June 28, 2012
Drainage area number
7
II. DESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule- Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8 %)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
77,493 ftZ
Impervious surface area
65,493 ftZ
Percent impervious
84.51 %
Rational C coefficient
0.95
Peak flow from the 1 in /hr storm
169 cfs
Time of concentration
5.00 min
Rainfall intensity, 10 -yr storm
6.97 in/hr
Peak flow from the 10 -yr storm
1178 cfs
Design storm
1 inch /hour storm
Maximum amount of flow directed to the LS -VFS
169 cfs
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from a BMP
Do not complete this section of the form
Type of BMP
Pick one.
Peak discharge from the BMP during the design storm
cfs
Peak discharge from the BMP during the 10 -year storm
cfs Do not complete this section of the form
Maximum capacity of a 100 -foot long LS -VFS
10 cfs
Peak flow directed to the LS -VFS
cfs Do not complete this section of the form
Is a flow bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
LS -VFS Design
Forebay surface area 135 sq ft Forebay is adequately sized
Depth of Forebay at stormwater entry point 18 in Depth is appropriate
Depth of forebay at stormwater exit point 6 in Depth is appropriate
Feet of level lip needed per cfs 10 ft/cfs
Computed minimum length of the level lip needed 17 ft
Length of level lip provided 17 ft
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 1 of 3

Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector Swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below)
M
B
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10 -yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30
ft
24598
fmsl
24500
fmsl
327
%
N
(Y or N)
N
(Y or N)
Y (Y or N)
Y (Y or N)
ft
ft
ft
ft
ft
ft/sec
Pick one
N (Y or N)
Y (Y or N)
R'
OK
Please provide plan details of flow splitter & supporting calcs
1 B 1
Ili. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item: Initials Page or plan sheet number and any notes:
1. Plans (1" - 50' or larger) of the entire site showing :;rjK✓ C -1,D -2
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 2 of 3

2 Plan details (1" = 30' or larger) for the level spreader showing
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out
3 Section view of the level spreader (1" = 20' or larger) showing
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable)
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6 If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7 The supporting calculations
8. A copy of the signed and notarized operation and maintenance (0 &M) agreement.
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 3 of 3
—�/�✓
D -2
NIA
D -1
Engineered is being used
See Calculations
�✓
See 0 and M Agreement
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 3 of 3

If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
7,579
Vd ATF90
Impervious surface area
7,579
ft,
Percent impervious
100.00
%
Rational C coefficient
095
ft
NCDENR
0.17
cfs
Time of concentration
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
min
Rainfall intensity, 10 -yr storm
401 CERTIFICATION APPLICATION FORM
in /hr
LEVEL
SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
cfs
Design storm
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
115
cfs
Project name
Peachtree Phase 2
(Y or
Contact name
Kevin Varnell
Phone number
252 459.8196
Date
June 28, 2012
Drainage area number
8
II. DESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule- Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8 %)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
7,579
ft,
Impervious surface area
7,579
ft,
Percent impervious
100.00
%
Rational C coefficient
095
ft
Peak flow from the 1 in /hr storm
0.17
cfs
Time of concentration
5.00
min
Rainfall intensity, 10 -yr storm
6.97
in /hr
Peak flow from the 10 -yr storm
115
cfs
Design storm
10 -year storm
Maximum amount of flow directed to the LS -VFS
115
cfs
Is a flow bypass system going to be used?
N
(Y or
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10 -year storm
Maximum capacity of a 100 -foot long LS -VFS
Peak flow directed to the LS -VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
LS -VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Pick one
Do not complete this section of the form
cfs
cfs Do not complete this section of the form
10 cfs
cfs Do not complete this section of the form
(Y or N)
16
sq ft
18
in
6
in
10
ft/cfs
12
ft
12
ft
Forebay is adequately sized
Depth is appropriate
Depth is appropriate
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 1 of 3

Width of VFS
30
ft
Elevation at downslope base of level lip
23440
fmsl
Elevation at the end of the VFS that is farthest from the LS
232.00
fmsl
Slope (from level lip to the end of the VFS)
800
%
Are any draws present in the VFS?
N
(Y or N)
Is there a collector swale at the end of the VFS?
N
(Y or N)
Bypass System Design (if applicable)
Is a bypass system provided?
N (Y or N)
Is there an engineered flow splitting device?
N (Y or N)
Dimensions of the channel (see diagram below)-
M
ft
B
ft
W
ft
y (flow depth for 10 -year storm)
ft
freeboard (during the 10 -year storm)
ft
Peak velocity in the channel during the 10 -yr storm
ft/sec
Channel lining material
Pick one,
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Explanation of any "Other" responses above
OK
�a
1 B 1
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below If a requirement has not been met, attach
justification.
Requried Item: Initials
1. Plans (1" - 50' or larger) of the entire site showing :2!L/
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement
rage or plan sneet numoer ana any notes:
C -1, D -2
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 2 of 3

2 Plan details (1" = 30' or larger) for the level spreader showing
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out
3. Section view of the level spreader (1" = 20' or larger) showing
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric
4 Plan details of the flow splitting device and supporting calculations (if applicable)
5 A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized
6. If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present
7 The supporting calculations.
8 A copy of the signed and notarized operation and maintenance (0 &M) agreement.
CJhJ
D -2
-74/—
D -2
NIA
D -1
Engineered is being used
J
See Calculations
�
See 0 and M Agreement
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 3 of 3

7�
52
fO�F Y'd'A
NC®ENR
Depth of forebay at stormwater entry point
18
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Depth is appropriate
401 CERTIFICATION APPLICATION FORM
6
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
Depth is appropriate
This form must be completely filled out, printed, initialed, and submitted.
10
I. PROJECT INFORMATION
Computed minimum length of the level lip needed
Project name
Peachtree Phase 2
Ten feet is the minimum level spreader length
Contact name
Kevin Varnell
ft
Phone number
252 459 8196
Date
June 28, 2012
Drainage area number
9
II. DESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8 %)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
29,054 ftz
Impervious surface area
25,854 ftz
Percent impervious
8899
Rational C coefficient
088
Peak flow from the 1 in /hr storm
059 cfs
Time of concentration
500 min
Rainfall intensity, 10 -yr storm
6.97 in /hr
Peak flow from the 10 -yr storm
409 cfs
Design storm
1 inch /hour storm
Maximum amount of flow directed to the LS -VFS
0.59 cfs
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from a BMP
Do not complete this section of the form
Type of BMP
Pick one
Peak discharge from the BMP during the design storm
cfs
Peak discharge from the BMP during the 10 -year storm
cfs Do not complete this section of the form
Maximum capacity of a 100 -foot long LS -VFS
10 cfs
Peak flow directed to the LS -VFS
cfs Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
LS -VFS Design
Forebay surface area
52
sq ft
Forebay is adequately sized
Depth of forebay at stormwater entry point
18
in
Depth is appropriate
Depth of forebay at stormwater exit point
6
in
Depth is appropriate
Feet of level lip needed per cfs
10
ft/cfs
Computed minimum length of the level lip needed
6
ft
Ten feet is the minimum level spreader length
Length of level lip provided
10
ft
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 1 of 3

LTA '
j A
18,992
�pF Y. A'F5,0
r
Impervious surface area
9,216
-
NC ENR
48.53
%
Rational C coefficient
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
cfs Do not complete this section of the form.
Peak flow from the 1 in/hr storm
401 CERTIFICATION APPLICATION FORM
cfs
LEVEL
SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
min
Rainfall intensity, 10 -yr storm
This form must be completely filled out, printed, initialed, and submitted.
in /hr
I. PROJECT INFORMATION
194
cfs
Project name
Peachtree Phase 2
Contact name
Kevin Varnell
cfs
Phone number
252,459.8196
(Y or
Date
June 28, 2012
Drainage area number
10
II. DESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule- Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8 %)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
18,992
ft,
Impervious surface area
9,216
ftz
Percent impervious
48.53
%
Rational C coefficient
064
cfs Do not complete this section of the form.
Peak flow from the 1 in/hr storm
028
cfs
Time of concentration
5.00
min
Rainfall intensity, 10 -yr storm
6.97
in /hr
Peak flow from the 10 -yr storm
194
cfs
Design storm
1 inch /hour storm
Maximum amount of flow directed to the LS -VFS
028
cfs
Is a flow bypass system going to be used?
Y
(Y or
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from a BMP
Do not complete this section of the form
Type of BMP
Pick one
Peak discharge from the BMP during the design storm
cfs
Peak discharge from the BMP during the 10 -year storm
cfs Do not complete this section of the form
Maximum capacity of a 100 -foot long LS -VFS
10 cfs
Peak flow directed to the LS -VFS
cfs Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
LS -VFS Design
Forebay surface area
20
sq ft
Forebay is adequately sized
Depth of forebay at stormwater entry point
18
in
Depth is appropriate
Depth of forebay at stormwater exit point
6
in
Depth is appropriate
Feet of level lip needed per cfs
10
ft/cfs
Computed minimum length of the level lip needed
3
ft
Ten feet is the minimum level spreader length
Length of level lip provided
10
ft
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 1 of 3

Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below)
M
B
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10 -yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30
ft
23140
fmsl
22900
fmsl
800
%
N
(Y or N)
N
(Y or N)
Y (Y or N)
Y (Y or N)
3.00
ft
000
ft
1050
ft
0.39
ft
136
ft
066
fUsec
Pick one.
N (Y or N)
Y (Y or N)
NV
OK
Please provide plan details of flow splatter & supporting calcs
1 B 1
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item:
1 Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 2 of 3

2 Plan details (1" = 30' or larger) for the level spreader showing.
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3 Section view of the level spreader (1" = 20' or larger) showing
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric
4 Plan details of the flow splitting device and supporting calculations (if applicable)
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized
6 If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8 A copy of the signed and notarized operation and maintenance (0 &M) agreement
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 3 of 3
D -2
' r✓
D -2
IV I
NIA
D -1
Engineered is being used.
See Calculations
See 0 and M Agreement
Form SW401 - LS -VFS - 29Nov2010 - Rev 8 page 3 of 3

Channel Report
Hydraflow Express by Intelisolve
Level Spreader 10 Bypass Channel
Triangular
Side Slopes (z:1)
Total Depth (ft)
Invert Elev (ft)
Slope ( %)
N -Value
3.00, 3.00
1.75
100.00
34.00
0.065
Calculations
Compute by: Known Q
Known Q (cfs) = 1.94
Elev (ft)
102 00
101.50
101 00
10050
10000
99.50
Monday, Jul 2 2012
Highlighted
Depth (ft)
= 0.39
Q (cfs)
= 1.940
Area (sqft)
= 0.46
Velocity (ft/s)
= 4.25
Wetted Perim (ft)
= 2.47
Crit Depth, Yc (ft)
= 0.49
Top Width (ft)
= 2.34
EGL (ft)
= 0.67
Section
2 4 6
8
Reach (ft)
10 12 14
Depth (ft)
2.00
1.50
1 00
0.50
m
-0 50
16

Stocks Engineering, P.A.
1100 Eastern Avenue
PO Box 1108
Nashville, NC 27856
Project: Pipe Calcs Peachtree Ph II
Date: June 24, 2012
Page: 1 of 1
Post - Development
Post - Development
Tic
Area ID
Area (Ac.)
C
110
Q10 (cfs)
5
la
008
095
708
054
5
lb
008
095
708
054
5
IC
022
095
708
147
5
Id
140
078
708
773
5
Ila
311
095
708
2092
5
Isla
056
064
708
254
5
IVa
1 33
088
708
829
-
Total
6.78
-
7.08
42.02
Post - Development
Tic
Area ID
Area (Ac.)
C
125
Q25 (cfs)
5
la
008
095
778
059
5
lb
008
095
778
059
5
IC
022
095
778
1 62
5
Id
140
078
778
850
5
Ila
311
095
778
2299
5
Illa
056
064
778
279
5
IVa
1.33
088
778
9.11
-
Total
6.78
-
7.78
46.18
Runoff Computations
2 -Year Storm
10 -Year Storm
25 -Year Storm

Skimmer Sediment Basin Worksheet
(Drainage Area Must be Less Than 10 Acres)
Area Disturbed = Z - a Co Acres
Runoff Area = Z. a CO Acres
Qio = C x I x A =, 257- x L "t ?x _7.o�,
_ 15-.a?, .cfs
Basin Volume Calculation:
Volume of-Sediment Ac.) x (1800 cf sed. /year) x (1 year)
?OR cf
Assume _3— foot of basin depth, therefore area of the pit Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Qio x 325 sf /cfs
J •a. x 325 sf /cfs
sf
Surface Area —
Use (a wide) x (d long) x ( 3_ foot deep) Sediment Basin
- 7 ' Surface Area — C �_
Weir Desicin and Velocity ChecK:
Qio = SFo' cfs; Q = CLH3i2; H = [Q /CL]211
57, a (2.68)( (0 213
0.'3'2-- feet
Velocity Check ( rJ �/( f� ) ( , 37Z _ /. �' fps, OK v'

cz
Skimmer Sediment Basin Worksheet
(Drainage Area 1vlust be Less Than 10 Acres)
Area Disturbed = ':�. Z^7 Acres
Runoff Area = Acres
Q10 =C x I x A = .x x_ _9,2'7
-7. '� °d. cfs
Basin Volume Calculation:
Volume of Sediment = ( -3. a% Ac.) x (1800 cf sed. /year) x (1 year)
,5980 cf
Assume 3 foot of basin depth, therefore area of the pit _ Square Feet
Try ( wide) x ( long) x (
Surface Area Calculation:
Surface Area (SF) = Q10 x 325 sf /cfs
7 �S x 325 sf /cfs
sf
foot deep) Sediment Basin
Surface Area —
Use wide) x ( 7.7-- long) x ( , �; foot deep) Sediment Basin
_ 2, (e-6 7, c:7,TL� Surface Area — a /G
heir Design anael)cit�r ChecK:
Q10 = . t cfs; Q = CLH112; H = [Q /CL]"'
(2.68)( )l2/3
0.3 L� feet
Velocity Check -77" ( 7.'/8 /( /5- ) ((p -2 I _ �,!'( fps, OK �,/ 7'kl---'

2-
Skimmer Sediment Basin Worksheet
(Drainage Area 1vlust be Less Than 10 Acres)
Area Disturbed = 3. c!� 3 Acres
Runoff Area =, ° Acres
Qio= C x I x A = 35-x x -390
-J. Z. cfs
Basin folume Calculation:
Volume of Sediment = (Ac.) x (1800 cf sed. /year) x (1 year)
SS `T cf
Assume 3 foot of basin depth, therefore area of the pit Square Feet
Try ( wide) x ( long) x (
Surface Area Calculation:
Surface Area (SF) = Qio x 325 sf /cfs
_ ` I. Z,% x 325 sf /cfs
sf
foot deep) Sediment Basin
Surface Area -
Use (` wide) x long) x ( foot deep) Sediment Basin
Surface Area - o(G
W eir Besic n anc ' ef)city ChecK:
Q10 = I . Z'� cfs; Q = CLH3 /Z;
H = [Q /CL]213
(2.68)( �a )12/3
•
14 feet
Velocity Check -7 (` ,'�°°� �/( ) (c� . ; , _ (, 5"0 fps, OK V �' -J

=� 2-
Skimmer Sediment Basin Worksheet
(Drainage Area Must be Less Than 10 Acres)
Area Disturbed = 0, °, Acres
Runoff Area = Acres
Qio = C X I X A = 35- x. x _a,S9
Zt ! -cfs
Basin Volume Calcf�lation:
Volume of Sediment = _0- St Ac.) x (1800 cf sed. /year) x (1 year)
cf
Assume 3 foot of basin depth, therefore area of the pit Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q10 x 325 sf /cfs
_ x 325 sf /cfs
sf
Surface Area —
Use ( (9 wide) x ( long) x ( _] foot deep) Sediment Basin
-77—Z- 7 L?ql Surface Area — 0 C�
We Devi nand e(acity CheGK:
Q10 = _ ?• (S cfs; Q = CLH1 /2; H = [Q /CL]zis
6Cam," / (2 68)( )lzis
= 0,3::� feet
Velocity Check � ( , ( fps OK �f

Skimmer Sediment Basin I /Verksheet
(Drainage Area 1vlust be Less Than 10 Acres)
Area Disturbed = /, d '3 Acres
Runoff Area = /,63, Acres
Q i o = C x I x A = _x.t7x
Z' 5—( cfs
Basin Voiuma r,aic,iation:
Volume of Sediment = (_ /, 0 3 Ac.) x (I 80o cf sed. /year) x (1 year)
/,SS`` cf
M
Assume 3 foot of basin depth, therefore area of the pit ,I Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Aran (Imlr- ioafion:
Surface Area (SF) = Q10 x 325 sf /cfs
f x 325 sf /cfs
_ - sf('!� sf
---- _� Surface Area —
Use ( Z ( wide) x (�{_ long) x (_ foot deep) Sediment Basin
Surface Area —
Weir Design Snri Vefocity Check-:
Q10 = -511 cfs; Q = CLH3/2; H = [Q /CL]213
(2.68)(, 5 )12 /3
U • 3 3 feet
Velocity Check -7 (Z . �( �/( ) (_2.a -?'j _ ; , �"� fps, OK �/'

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It
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire filter strip
Trash /debris is present.
Remove the trash /debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow sputter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 1 of 3

BMP element:
Potential problenr
How I will remediate the problem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a•berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one -time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
a roximatel three to six inches.
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application. `
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919 - 733 -1786.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 2 of 3

s
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Peachtree Phase Two - Lennar Carolinas LLC
BMP drainage area number: 7 - 10
Print name:` P�� (A A- l 1 �-V `J�
Title: V %(L
_ Pcesla -fi
Z�� �0Address: 10 A1IG�l� -o" f94NL. qc �6o �
Phone: C� i�l 3 i
Signature:
Date: 9 . -+ - Zo lz.
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, va W'. 4 i ( , a Notary Public for the State of
CaaLb K L, County of VJ a � � - , do hereby certify that
PCt,'i1 t IIC-r 4L E- t4etKC Gt.e personally appeared before me this
_ �',
day of �k� , Z(,_Zand acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
°���NuH. ,UO�'��,.
NOTARY`�
PUBLIC
G`
CrO U
nil n,�r��
SEAL
My commission expires —1-- n - —zb 15—
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 3 of 3

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