20061804 Ver 10_401 Application_20131113

OLD -1904 V 10
Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] •
sandec.com
November 6, 2013
S &EC Project #6658.P6
To: NC Division of Water Resources
401 & Buffer Permitting Unit
Attn: Karen Higgins
512 N. Salisbury Street (e floor)
Raleigh, NC 27604
From: Deborah Edwards Shirley
Soil & Environmental Consultants, PA
8412 Falls of Neuse, Suite 104
Raleigh, NC 27615
Re: The Village at Flowers Plantation -POD 7C (The Nine)
Clayton, Johnston County, NC
On behalf of the applicant Rebecca Flowers, please find attached a complete application and supplemental
information requesting a Riparian Buffer Authorization Approval. Please contact me at (919) 846 -5900 if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name
The Village at Flowers Plantation -The Nine
Project Type
Residential Subdivision
Owner / Applicant
Rebecca Flowers
County
Johnston
Nearest Town
Clayton
Waterbody Name
I UT to Mill Creek
Basin / Sub -basin
Neuse /27 -39
Class
WS-IV NSW
IMPACT SUMMARY
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0
Total Stream Impact (linear feet):
0
Total Riparian Buffer Impacts (sq. ft.):
936 Zone 1
405 Zone 2
Attachments: J
Pre - construction Notification Application Form
Agent Authorization Form
USGS Topographic Map & NRCS Soil Survey Map Q �fA(5
NBRRO 03-058 & IPRRO 08-013
404 Nationwide Permit Verification -AID SAW - 2008-01712
401 Water Quality Certification Approval -DWQ Project # 2006 -1804 v5
POD location Map NOV POD 7C-The Nine Construction Drawings - sheets C-01-C-7
POD 7C-The Nine Site work Calculations & Runoff Maps Data CD
s�

ot WA Lel- y
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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
1 b. Specify Nationwide Permit (NWP) number. N/A or General Permit (GP) number. N/A
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
le. 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 in4ieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in4ieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
[:]Yes
® No
2. Project Information
2a. Name of project:
The Village at Flowers Plantation -POD 7C (The Nine)
2b. County:
Johnston
2c. Nearest municipality / town:
Clayton
2d. Subdivision name:
The Village at Flowers Plantation
2e. NCDOT only, T.I.P. or state
project no:
WA
3. Owner Information
3a. Name(s) on Recorded Deed:
DWF Development, Inc.
3b. Deed Book and Page No.
Deed Book 4258, Page 040
3c. Responsible Party (for LLC if
applicable):
Rebecca D. Flowers
3d. Street address:
4880 Hwy 42 East
3e. City, state, zip:
Clayton, NC 27527
3f. Telephone no.:
919 - 5534084
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Owner please send correspondence to both Owner
and Agent
4b. Name:
Rebecca D. Flowers
4c. Business name
(if applicable):
DWF Development, Inc.
4d. Street address:
4880 Hwy 42 East
4e. City, state, zip:
Clayton, NC 27527
4f. Telephone no.:
919 -553 -3084
4g. Fax no.:
N/A
4h. Email address:
N/A
5. Agent/Consultant Information (if applicable)
5a. Name:
Deborah Edwards Shirley
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
8412 Falls of Neuse Road, Suite 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919 -846 -5900
5f. Fax no.:
919 - 846 -9467
5g. Email address:
DShirley @SandEC.com
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
1689962582
1b. Site coordinates (in decimal degrees):
Latitude: 35.6633 Longitude: - 78.3603
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
t 9.53 acres (this is a portion of the 65.47 acre tract)
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Mill Creek, 27 -39
proposed project:
2b. Water Quality Classification of nearest receiving water.
WS -IV; NSW
2c. River basin:
Neuse 03 -04 -02
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 existing conditions on site are forested. The general land use in the vicinity of the project are forested
and new residential.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1,900 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide a bypass channel for a level spreader.
3e. Describe the overall project in detail, including the type of equipment to be used:
POD 7C, `The Nine" is a phase within the Village at Flowers Plantation project. Section 404 & 401 Individual
Permit(Certification has previously been issued for the infrastructure within the development. The 401 Individual
Certification requires a stormwater management plan to be designed and submitted for Approval per phase. For this
phase, a level spreader has been designed. The level spreader requires a bypass channel through the riparian buffer.
Equipment used will consist of excavators, dozers and other construction equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments: Sean Clark of Soil & Environmental Consultants,
PA conducted a detailed wetland delineation and Neuse
Buffer Evaluation.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soil & Environmental
Name (if known): Sean Clark
Consultants, PA Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID #'s 200320492; NBRRO 03 -058; IPRRO 08 -013
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.
In 2010, an Individual Permit (AID SAW -2008 -01712) and Individual Certification (DWQ Project #20061804, Ver.3) were
issued for the infrastructure within the Village at Flowers Plantation. These Approvals included 17 stream crossings. In
2013, a modification of Crossing #1 was requested. Updated Individual Permit and Individual Cet0cation were issued
(DWQ Project #2006 -1804 v5).
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
N/A
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
la. 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 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland Impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
31. Comments:
Page 5 of 12
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 indi ually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
R. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12

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?
131 ( #1)
® P C] T
Bypass Channel
UT to Mill Creek
El Yes
® No
936
405
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P [IT
❑Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
936
405
6i. Comments: Impact # 1 is an °allowable °use according to 15A NCAC 02B. 0233(6).
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Per the most recent version of the DWQ BMP manual, a bypass channel is necessary for the proposed level spreader
which will result in 1,341 ft2 of riparian buffer impacts. The width of the channel has been minimized and it has been
designed to intercept the stream at an angle.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Measures such as tree protection fencing and sediment fencing to protect existing riparian buffers and water quality
during construction activities will take place.
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 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in4leu fee fund).
6h. Comments: Impacts proposed are an °allowable °use according to 15A NCAC 028.0233(6)
Page 9 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
® Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
13%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The stormwater from the roadside
ditches will be directed to a flow splitter structure that will divert the 1 "storm to the 15' wide concrete level spreader. The
overflow water is diverted into a hprap channel that discharges directly to the stream.
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
❑ HOW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
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 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal /stateflocal) 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
❑ Yes ❑ No
letter.)
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): N/A
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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in -fill,
most residential subdivisions and small commercial developments as well as agricultural and silvicultural operations. The
POD 7, The Nine project is a 10 -lot development. We anticipate that the DWQ will advise us if any additional information
is needed.
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.
The project connects to an existing sanitary sewer system. The local municipality will ensure that the capacity of their
treatment facility will not be exceeded.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement) — NIA
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) — NIA
6a. Will this project occur in or near an area designated as essential fish habitat?
FO 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) — NIA
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?
S. Flood Zone Designation (Corps Requirement) —NIA
8a. Will this project occur in a FEMA- designated 100 -year floodpiain?
❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodpiain determination?
Deborah E. Shirley
November 6,
2013
Applicant/Agent's Printed Name
Applicant/Agent's Signatu e
Date
(Agent's signature is valid only If an authorization letter from the licant
is provided.)
Page 12 of 12

Name:
Environmental Consultants, PA
Road • Raley North Canolma 27614 • Phow: (919) $t& 900 • Fax: [phone]
waw.S- AEC.cam .
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In y The Current Landowner
Address:
Phone:
Project Name /Description:
Date: lo- ( *"7 —1-3
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
S&EC Project # U W
Field Office:
I, the current ro owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon requeqt
supplemental information in support of applications, etc. from this day forward. Theday of
i1G�Qr(
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional c4S&EC is valid only for
government officials to enter the property when accompanieYou should call S&EC
to arrange a site meeting prior to visiting the site.
. Row "s
Print Property Owner's Name ignature
cc: Ms. Karen Higgins cc: Ms. Deborah Edwards Shirley
NCDENR - DW4 Soil & Environmental Consultants, PA
512 N. Salisbury St.
Raleigh, NC 27604

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Project Mgr.:
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Johnston Co., NC
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Project Mgr.:
The Nine
DS
Johnston Co., NC
Scale:
1" = 2,000'
1994 Johnston Co.
2013 -10 -31
Soil Survey, Map Sheet 2
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State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
RIT
NCDENR
Nonni CAROLINA DEPARTMeNT of
ENVIRONMENT AND NA'LiRAL RE3ouRces
Division of Water Quality
March 10, 2003
Sean Clark
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin Buffer Rules
NBRRO 03 -058
Flowers Tract 2
S &EC #01 -6658
Clayton, Johnston County, NC
Dear Mr. Clark:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 03 -058.
On September 4, 2002, I conducted a site visit of the features involved in the above
referenced project as identified on the attached maps. It was determined that the features shown
on the Johnston County Soil Survey and on the USGS Flowers, NC Quad map could potentially
be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters Management
Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:
02B.0233 (NCAC .0233).
feature
starting point
A
subject throughout property
B
flag SC 01
C
flag CGC 200
D
flag WWC 34
E
flag WWC 28
F
subject, starts off property through to confluence of A
1628 Mail Service Center, Raleigh, NC 27699.1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post - consumer paper

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S &EC
Attn: Kevin Martin
11010 Raven Ridge Road
Raleigh, NC 27614
Michael F. Easley, Governor
William 0. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 25, 2008
INTERMITTENT/PERENNIAL (I/P) STREWDETERMINATION
Project Name: Flowers Tract
Coleen H. Sullins, Director
Division of Water Quality
FEB 2 B 2008
or sail S Ftr•em m^nr71 Catr,nitnls PA
IPRRO.08 -013
County: Johnston
Location/Directions: in all four quadrants of the intersection of Buffalo Road (SR 1003) and NC 42
Subject Stream(s):
UTs to Mill Creek and Buffalo Creek
Date of UP Determination(s): 2/5/2008
Feature
I/P call*
Location of I/P Point
(GPS Points and/or Flag)
Notes/Basis for CaU
(Stream Form Rating,
Biol. indicators, etc.).
BC #1
P (not contested)
At proposed crossing
BC #2
P (not contested)
At proposed crossing
BC #3
p (not contested)
At proposed crossing
BC #5 (Mill Creek)
P (not contested)
At proposed crossing
BC #6
I
At proposed- crossing
BC #7
P' (not contested)
At proposed' crossing
"BC #8
P (not contested)
At proposed crossing
BC #11
P (not contested)
At proposed crossing
BC #12
1
At proposed crossing
BC #13
I
At proposed crossing
BC #14
I
At proposed crossing
*Intermittent/Perennial
This on -site determination shall expire five (S) years from the date of this letter. Landowners or
affected partles that dispute a determination made by the DWQ or Delegated Local may request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing do gndl Karoly, DWQ Wedan&1401 Unify 2321 Crabtree Blvd, Raleigh, NC
27604 -2260. You must act within 60 days of the date that you receive this letter. Applicants are hereb, Cate
not j�d that-the 60-day statutory appeal time does not start until the affected party (including Naw
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o enr state.rr us 1628 Mail Service Center Raleigh, NC 27699 -1628 FAX (919) S71 -4718 1- 877 - 623 -6748
An Equal OpportunilylAffmidve Adlon Employer— 50% Revided110% Post Consumer Paper

2/25/08
Page 2 of 2
applicant conduct this notification in order to be certain that third party appeals are made in a timely
manner. To ask for a hearing, send a written petition, which conforms to 'Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N._CC, 27699 -6714. This determination is fcnal and binding unless you ask for a hearing within
60 days.
The (owner /future owners) should notify the Division of Water Quality (including any other Local;
State, and Federal Agencies) of this decision concerning any future correspondences regarding the
subject properly (stated above). This project may require a Section 4041401 Permit for the proposed
activity. Any inquiries should be directed to the Division of Water Quality (Central Office) at (919)-
733- 1786, and the US Army Corp of Engineers (Raleigh Regulatory Field Of, juice) at (919) -876 -8441.
Respectfully,
Lauren C. Witherspoon
Environmental Senior Specialist
CC: DWQ -RRO Files
Central Files
DWQ 401Unit
fitly
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Intemet h2o.enrstate.nC.us 1628 Mail Service Center Raleigh, NC 27699 -1628 FAX [phone]
An Equal Opportunk /Affirmative Action Employer— 50% Recgdedll0% Post Consumer Paper

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARUNGTON AVENUE
WILMINGTON, NORTH CAROLINA 284031343
RMYTO
OF: January 9, 2013
AMWW
Regulatory Division/1200A
Action ID.: SAW- 2008 -01712
Ms. Rebecca Flowers
River Dell Company, Inc.
4880 NC 42 East
Clayton, North Carolina 27527
Dear Ms. Flowers:
RECEIVED JAN 1 i 2OU
Reference the Department of the Army (DA) permit issued on April 22, 2010,
which authorized permanent impacts to 868 linear feet (If) of important stream, 4161f of
unimportant stream and 0.122 acre of non - riparian wetlands to construct seventeen (17)
road crossings. In addition, the permit authorized temporary impacts to 1601f of
important stream, 601f of unimportant stream and 0.005 acre of wetlands associated with
the construction of these road crossings, at the intersection of NC Hwy 42 and SRI 003,
east of Clayton, Johnston County, North Carolina
Reference is also made to the letter from Ms. Deborah Edwards of Soil and
Environmental Consultants (authorized agent) dated December 20, 2012, requesting
modification of the impacts associated with Impact Area 1, and to Phase 1 of Special
Condition "1 ". Impact area 1 is currently authorized for 1501f of permanent impacts and
201f of temporary impacts. You have requested that these impacts be reduced to 1081f of
permanent impacts and 0 If of temporary impacts. Special Condition "P' currently states
that for Phase 1 of the project, you are required to make payment to the North Carolina
Ecosystem Enhancement Program (NCEEP) in the amount necessary to perform
restoration to 150 If of stream before December 31, 2012. You have requested to modify
this condition to now require the purchase of 108 credits from the EBX Neu -Con Stream
Umbrella Mitigation Bank.
The Corps has completed the evaluation of your request and concurs with your
request for a change in impacts associated with your referenced DA permit, including the
change to plans and mitigation method and amount, as requested. These changes are
referenced in the following conditions.

Special condition "a" of your permit is hereby modified to read:
"All work authorized by this permit must be performed in strict compliance with
the attached plans, Exhibit A and Exhibit B, which are a part of this permit. These plans
reflect the original proposal, Exhibit A; and the modifications as depicted within the
modification proposal as shown in Exhibit B. Only the attached modification plans reflect
approved changes to the original plans; therefore, any additional deviations from the
original plans are not approved per this modification and any further modification to the
plans must be approved by the US Army Corps of Engineers (USACE) prior to
implementation."
Special condition "1" of your permit is hereby modified to read:
"The applicant will make phased mitigation payments to either an approved
mitigation bank or 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.
Phase
Number
Impact Areas
Mitigation
Construction/Mitlgation
Mitigation
Required
Payment Deadline
Provider
1
1
108 credits
EBX Neu -Con
6/30/2013
Umbrella
Mitigation Bank
2
2
115 If of stream
12/31/2015
NCEEP
981 of stream &
NCEEP
0.019 acres of
5, 12, 18, and
wetland (All
wetland mitigation
12/31/2019
paid under the
EEP % acre
minimum
4
3
150 9 of stream
12/31/2021
NCEEP
5
6,7,8,13
and 14
2951 of stream
12/31/2025
NCEEP
601 of stream &
NCEEP
6
11, 16, 17
0.007 acres of
wetland (wetland
112/311=27
aid with phase 3
0.096 acres of
NCEEP
7
9.10
wetland
(paid with phase
12/31/2029
3
2

In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the
attached Compensatory Mitigation Responsibility Transfer Form. The requirements of
this form, including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization."
Please note that all other permit conditions and exhibits remain in effect as
written. Should you have questions, contact Mr. Thomas Brown, Raleigh Regulatory
Field Office at telephone [phone], Extension 22.
Attachments
Sincerely,
Jean B. Gibby
Chief; Raleigh Regulatory
Field Office
3

4 A-
.D
ff A RIMA
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, Ul
Governor Director Secretary
February 22, 2013
River Dell Company, Inc.
Attn: Ms. Rebecca Flowers
4880 NC 42 East,
Clayton, NC 27527
Subject: APPROVAL of 401 Water Quality Certification
Authorization Certificate per the Neuse Riparian Buffer Rules
The Village At Flowers Plantation
USACE Action ID. No. SAW - 2008 -01712
Dear Ms. Flowers:
DWQ #: 2006 -1804 v5
County: Johnston
IV
FEB 2 6 2013 DO
By: soil B i�t+Faatla�tl1 C aehaE:a P�
Attached hereto is a copy of Certification No. 3766 issued to Ms. Rebecca Flowers and River
Dell Company, Inc., dated January 10, 2013. This Certification replaces the Certification issued
to you on March 15, 2010. In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sol!; Waste, Sediment and
Erosion Control, Dam Safety, Non - discharge and Water Supply Watershed regulations.
You can contest this Certification as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings.
You may obtain a petition form from the Office of Administrative Hearings at
htto: / /www.ncoah.com/ or call (919) 431 -3000 for Information.
Within sixty (60) calendar days of receipt of this Certification, you must file the petition with the
Office of Administrative Hearings. A petition is considered filed when the original and one (1)
copy is- received in the Office of Administrative Hearings during normal office hours (Monday
through Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the Office of Administrative Hearings at (919) 431 -3100, provided
the original and one copy of the petition is received by the Office of Administrative Hearings
within five (5) business days following the faxed transmission.
Wetlands. Suffers. St rilmter- Comotlante and PerrOng (Wetimpe) unit
1650 Mai; � ice Center, Raleigh. Ninth Carona 17699.1650 e
Loce`in: 512 N SaW ury St Fb4h, Norgi iemlina 27604 MdfthCarolina
Phone Ole 607•$?90 ' cAX 91P.801-194 t Cuilvi e Serv:ne 1 a77-?" C744 tlltlll'II�jP�
Inlem,; ww:: ia,atw : it ly.ur.�

The Wllage at Flowers PlantoWn
Page 2 of 8
February 22, 2013
Mailing address for the Office of Administrative Hearings:
Office of Administrative Hearings
6714 Mall Service Center
Raleigh, NC 27699 -6714
One (1) copy of the petition must also be served to DENR:
William Cary, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Unless such a petition is filed, this Certification shall be final and binding.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Karen Higgins, Supervisor
Wetlands, Buffers, Stormwater —
Compliance & Permitting Unit
cc: Jeff Garnett, EPA, Sam Nunn Federal Center, 61 Forsyth Street SW, Atlanta, GA 30303
U.S. Army Corps of Engineers, Raleigh Regulatory Field Office, Wilmington District
DWQ RRO 401 files
,.Deborah Edward_s;_S &EC, PA, -11010 Raven Ridge Road, Raleigh, NC 27614
File Copy
Mmame: FBemme:05=4 Pt ntftnilohnsWn) 401 NBRdm

The Village at Flowers Plantation
Page 3 of 8
February 22, 2013
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 02H .0500, to Ms. Rebecca Flowers and River Dell Company, Inc.,
who have authorization to place fill within or otherwise permanently impact 0.122 acres of
404 /wetiand,1,242 linear feet of stream, 76,644 square feet of Zone 1 Neuse River basin
protected riparian buffer and 38,891 square feet of Zone 2 Neuse River basin protected riparian
buffer, and to place fill within or otherwise temporarily impact 0.005 acres of 404 /wetland and
200 linear feet of stream, as described within your application received by the N.C. Division of
Water Quality (Division) on May 1, 2008, and by Public Notice issued by the U. S. Army Corps of
Engineers and received by the Division on May 30, 2008, with additional Information received
July 16, 2008, September 12, 2008, October 23, 2008 and February 4, 2010 and modification
request received December 20, 2012.
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 for the purpose and design that you described in your application and as
described in the Public Notice. If you change your project, you must notify us and you may be
required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. Any new owner must notify the Division and request the Certification be issued in
their name. If total fills for this project (now or in the future) exceed one acre of wetland or
150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC
02H .0506 (h). This approval requires you to follow the conditions listed in the certification
below.
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 to
wetlands, streams, and /or buffers, are approved including incidental impacts:
Type of Impact
Amount Approved (Units)
Plan Location or Reference
404/Wetlands - permanent
0.122 (acres)
lication and Public Notice
404/Wetlands - temporary
0.005 (acres)
Application and Public Notice
Stream - permanent
1,242 linear feet)
Application and Public Notice
Stream -temporary
200 (linear feet)
Application and Public Notice
Buffers Zone 1
76,644 (square ft.)
Application and Public Notice

The Village at Flowers Plantation
Page 4 of S
February 22, 2013
Buffers Zone 2 138,891 (square ft.) I Application and Public Notice
2. Mitigation
In order to compensate for 0.122 acre of permanent impacts to wetlands, 0.005 acre of
temporary impacts to wetlands, 826 linear feet of permanent impacts to streams, and 200
linear feet of temporary impacts to streams, the permittee shall make payment to the Neu -
Con Stream Umbrella Mitigation Bank (Neu -Con) and 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 826 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 Neu -Con and /or 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 Neu -Con and /or 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 Neu -Con and /or NCEEP.
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
Construction/
Phase
Impact
Mitigation Required
Mitigation
Mitigation
Number
Areas
provider
Payment
Deadline
1
1
108 LF of stream
Neu -Con
01/30/2013
2
2
115 LF of stream
NCEEP
12/31/2015
98 LF of stream & 0.019 acres of
3
5,12,18,
and 19
wetland (All wetland mitigation paid
NCEEP
12/31/2019
under the EEP X acre minimum)
4
3
150 LF of stream
NCEEP
12/31/2021
5
6, 7, 8,13,
295 LF of stream
NCEEP
12/31/2025
and 14
6
11,16,17
60 LF of stream & 0.007 acres of
NCEEP
12/31/2027
wetland (wetland paid with phase 3)
7
9,10
0.096 acres of wetland
NCEEP
12/31/2029
(paid 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

The Village at Flowers Plantation
Page 5 of a
February 22, 2013
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.
3. Diffuse Flow Plan Approval by DWQ
a) The SMP approved by the DWQ consists of three level spreaders and all associated
stormwater conveyances, inlet and outlet strictures, and the grading and drainage
patterns depicted on plan sheets dated June 29, 2011 and September 27, 2012, which
are incorporated by reference into this approval and are enforceable by DWQ
.provided however that any modification of the design for the stormwater
management system that is accepted by DWQ shall take precedence over the original
plans and specifications.
b) The maximum allowable drainage areas and built upon areas for the approved level
spreaders shall be in accordance with the table below. Any changes to these maximum
areas shall require the applicant to submit and receive approval for a revised
stormwater management plan by the DWQ.
c) The footprint of all stormwater management devices as well as an additional 10 -foot
wide area on all sides of the devices shall be located in either public rights -of - -way,
dedicated common areas or recorded easement areas. The final plats for the project
showing all such rights -of -way, common areas and easement areas shall be in
accordance with the approved plans.
d) Maintenance activities for the level spreaders shall be performed in accordance with
the notarized O &M agreements signed by Ms. Rebecca Flowers (Owner) on December
19, 2012. The 0 &M agreement must transfer with the sale of the land or transfer of _
ownership /responsibility for the BMP facility. DWQ must be notified promptly of
every transfer.
4. 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 /401Permit Application. All
construction activities, Including the design, installation, operation, and maintenance of
Maximum drainage
area (square feet)
Maximum built upon
area (square feet)
Levels reader 1
7,841
3,920
Level spreader 2
231,304
62,452
Level spreader 3
63,991
16,988
c) The footprint of all stormwater management devices as well as an additional 10 -foot
wide area on all sides of the devices shall be located in either public rights -of - -way,
dedicated common areas or recorded easement areas. The final plats for the project
showing all such rights -of -way, common areas and easement areas shall be in
accordance with the approved plans.
d) Maintenance activities for the level spreaders shall be performed in accordance with
the notarized O &M agreements signed by Ms. Rebecca Flowers (Owner) on December
19, 2012. The 0 &M agreement must transfer with the sale of the land or transfer of _
ownership /responsibility for the BMP facility. DWQ must be notified promptly of
every transfer.
4. 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 /401Permit Application. All
construction activities, Including the design, installation, operation, and maintenance of

The Village at Flowers Plantation
Page 6 of B
February 22, 2013
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.,
S. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a. 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.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
Installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and /or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
6. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable,
then design and placement of temporary erosion control measures shall not be conducted
in a manner that may result in dis- equilibrium of wetlands, stream beds, or banks, adjacent
to or upstream and downstream 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 (DLR) or locally delegated program has released the
specific area within the project.
7. Construction Stormwater Permit NCGO10000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your
project is covered by this permit, full compliance with permit conditions including the
erosion & sedimentation control plan, inspections and maintenance, self- monitoring, record
keeping and reporting requirements is required. A copy of the general permit
(NCG010000), inspection log sheets, and other information may be found at
http: // portal. ncdenr. ora /web/wg /ws /su /npdessw#tab -w.

The Village at Flowers Plantation
Page 7 of 8
February 22, 2013
B. 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
9. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place at the time of recording
of the property, or of individual lots, whichever is appropriate. A sample deed notification
can be downloaded from the Wetlands, Buffers, Stormwater, Compliance and Permitting
Unit web site at:
http: / /oortal.ncdenr.ora/ web /w4 /swo /ws/ 401 /certsandpermits/apply /forms. The text of
the sample deed notification may be modified as appropriate to suit to this project.
10. Re- opener Clause
Ms. Rebecca Flowers and River Dell Company, Inc. and its authorized agents shall conduct
its 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. Ms. Rebecca Flowers and
River Dell Company, Inc. shall require its contractors (and /or agents) to comply with all of
the terms of this Certification, and shall provide each of its contractors (and /or agents) a
copy of this Certification. A copy of this Certification shall be included In the construction
contract and available on the job site at all times. 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 02H .0507(d). Before modifying the certification, the Division
shall notify Ms. Rebecca Flowers and River Dell Company, Inc. and the U.S. Army Corps of
Engineers and provide public notice in accordance with 15A NCAC 02H .0503. Any new or
revised conditions shall be provided in writing to Ms. Rebecca Flowers and River Dell
Company, Inc. shall be provided to the U.S. 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.
11. Certificate of Completion
The applicant and /or authorized agent shall provide a completed Certificate of Completion
Form to the DWQ Webscape Unit within ten days of project completion (available at:
http: / /portal. ncdenr.ordweb /wcdswp /ws/ 401 /certsandi3ermits /appiv /forms).

The Village at Flowers Plantation
Page 8 of 8
February 22, 2013
12. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours
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 LAMA Permit.
This the 22nd day of February 2013
DIVISION OF WATER QUALITY
)Zl�arles Wakild, P.E.
3766
CW /kah

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DID- 1%04 V10
Flowers Plantation
"The Nine"
Owner/Developer:
Rebecca Flowers
4880 NC 42 East
Clayton, NC 27520
Phone: [phone]
(STOCK
PVC
3
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: Flowers The Nine
Date: September 17, 2013
Page: I of I
Post-Development
11401
A
MAMMe
W; I
Atc f
A
5
la
0.24
0.38
1.00
0.09
5
lb
1.81
0.35
1.00
0.63
5
Ila
0.08
0.65
1.00
0.05
5
lib
0.05
0.65
1.00
0.03
5
lic
0.27
0.37
1.00
0.10
5
lid
0.30
0.38
1.00
0.1
5
111
0.14
0.30
1.00
0.04
Totals 2.89 J
Post-Development
1 1.07 1
,,6?.
MY
0
z0m=
A
5
la
0.24
0.38
7.38
0.67
5
lb
1.81
0.35
7.38
4.68
5
Ila
0.08
0.65
7.38
0.38
5
Ilb
0.05
0.65
7.38
0.24
5
lic
0.27
0.37
7.38
0.74
5
lid
0.30
0.38
7.38
0.84
j 5
j III
j 0.14 j
0.30
7.38
0.3
Totals 1 2.89 J
Post-Development
1 7.86 1
v4x_O%i
A-10,
Aw-A n,
12A -0-1 'Zx;�;
z0m=
MMM
5
la
0.24
0.38
8.21
0.75
5
lb
1.81
0.35
8.21
5.20
5
Ila
0.08
0.65
8.21
0.43
5
fib
0.05
0.66
8.21
0.27
5
lic
0.27
0.37
8.21
0.82
5
lid
0.30
0.38
8.21
0.94
5
111
0.14
0.30
8.21
0.34
Totals 2.89 1 1 8.74 1
Runoff Computations
I Inch Storm
10 Year Storm
26-Year Storm

Culvert Report
Hydraflow Express by Intellsoh+e
Thursday, Sep 19 2013
Ilb Pipe
Invert Elev Dn (ft) =
247.54
Calculations
Pipe Length (ft) =
20.00
Qmin (cfs)
= 0.62
Slope ( %) =
13.85
Qmax (cfs)
= 0.62
Invert Elev Up (ft) =
250.31
Tailwater Elev (ft)
= (dc +D) /2
Rise (in) =
15.0
Shape =
Cir
Highlighted
Span (in) =
15.0
Qtotal (cfs)
= 0.62
No. Barrels =
1
Qpipe (cfs)
= 0.62
n -Value =
0.012
Qovertop (cfs)
= 0.00
Inlet Edge =
Projecting
Veloc Dn (ft/s)
= 0.77
Coeff. K,M,c,Y,k =
0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 2.60
HGL Dn (ft)
= 248.32
Embankment
HGL Up (ft)
= 250.62
Top Elevation (ft) =
252.27
Hw Elev (ft)
= 250.72
Top Width (ft) =
8.00
Hw /D (ft)
= 0.32
Crest Width (ft) =
8.00
Flow Regime
= Inlet Control
Mx-
MWO

Culvert Report
Hydraflow Express by Intelisolve Thursday, Sep 19 2013
Ilc Pipe
Invert Elev Dn (ft) = 228.00
Pipe Length (ft) = 20.00
Slope ( %)
= 12.50
Invert Elev Up (ft)
= 230.50
Rise (in)
= 15.0
Shape
= Cir
Span (in)
= 15.0
No. Barrels
= 1
n -Value
= 0.012
Inlet Edge
= Projecting
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Embankment
Top Elevation (ft) = 233.00
Top Width (ft) = 8.00
Crest Width (ft) = 8.00
Elev (fl)
234.00
23300
23200
231.00
2M OO
229A0
228.00
227.00
Ilc Pipe
Calculations
Qmin (cfs) = 1.36
Qmax (cfs) = 1.36
Tailwater Elev (ft) = (dc +D) /2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw /D (ft)
Flow Regime
= 1.36
= 1.36
= 0.00
= 1.52
= 3.28
= 228.86
= 230.96
= 231.13
= 0.50
= Inlet Control
Hw Depth (It)
3.50
2.50
1.50
0.50
-0.50
•1.50
-2.50
•3.50
Reach (It)
--- Ch culvert HGL Embank

Channel Report
Hydrafl= Express by Intelisolve
Ditch la - Bare
Soil
Triangular
Area (sgft)
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 2.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 2.91
N Value
= 0.020
Calculations
Compute by:
Known Q
Known Q (cfs)
= 0.67
Elev
103.00
102.50
102.00
101.50
101.00
100.50
100.00
99.50
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.24
Q (cfs)
= 0.670
Area (sgft)
= 0.23
Velocity (ft/s)
= 2.91
Wetted Perim (ft)
= 1.98
Crit Depth, Yc (ft)
= 0.29
Top Width (ft)
= 1.92
EGL (ft)
= 0.37
2 4 6 8 10 12 14 16 18 20
Reach (ft)
Depth (ft)
3.00
2.50
2.00
1.50
1.00
0.50
0.00
_n g;n

Channel Report
Hydraflow Express by Intelisolve Thursday, Sep 19 2013
Ditch la - Vegetated
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.30
Total Depth (ft)
= 2.00
Q (cfs)
= 0.670
Area (sgft)
= 0.36
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 1.86
Slope ( %)
= 2.91
Wetted Perim (ft)
= 2.47
N -Value
= 0.035
Crit Depth, Yc (ft)
= 0.29
Top Width (ft)
= 2.40
Calculations
EGL (ft)
= 0.35
Compute by:
Known Q
Known Q (cfs)
= 0.67
Elev (ft) Section
103.00
102.50
102.00
101.50
101.00
100.50
100.00
99.50
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)
Depth (ft)
3.00
2.50
2.00
1.50
1.00
0.50
M
■r.MMI'.i

Channel Report
Hydraflow Express by Intelisolve
Ditch lb - Concrete
Triangular
= 5.350
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 2.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 13.85
N -Value
= 0.013
Calculations
= 2.68
Compute by:
Known Q
Known Q (cfs)
= 5.35
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.33
Q (cfs)
= 5.350
Area (sqft)
= 0.44
Velocity (ft/s)
= 12.28
Wetted Perim (ft)
= 2.72
Crit Depth, Yc (ft)
= 0.65
Top Width (ft)
= 2.64
EGL (ft)
= 2.68
Elev (ft) Section
103.00
102.50
102.00
101.50
101.00
100.50
100.00
99.50
2 4 6 8 10 12 14 16 18 20
Reach (ft)
Depth (ft)
3.00
2.50
2.00
1.50
1.00
0.50
0.00
_n r%n

Channel Report
Hydraflow Express by Intellsolve Thursday, Sep 19 2013
Ditch lla - Bare Soil
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.20
Total Depth (ft)
= 2.00
Q (cfs)
= 0.380
Area (sgft)
= 0.16
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 2.38
Slope ( %)
= 2.91
Wetted Perim (ft)
= 1.65
N -Value
= 0.020
Crit Depth, Yc (ft)
= 0.23
Top Width (ft)
= 1.60
Calculations
EGL (ft)
= 0.29
Compute by:
Known Q
Known Q (cfs)
= 0.38
Elev (ft) Section
103.00
102.50
102.00
101.50
101.00
100.50
100.00
99.50
Depth (ft)
3.00
2.50
2.00
1.50
1.00
0.50
�
_n sn
0 2 4 6 8 10 12 14 16 18 20 v vv
Reach (ft)

Channel Report
Hydraflow Express by IntelisoNe
Ditch Ila - Vegetated
Triangular
= 0.380
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 2.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 2.91
N -Value
= 0.035
Calculations
= 0.28
Compute by:
Known Q
Known Q (cfs)
= 0.38
Elev
103.00
102.50
102.00
101.50
101.00
100.50
100.00
99.50
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.24
Q (cfs)
= 0.380
Area (sqft)
= 0.23
Velocity (fVs)
= 1.65
Wetted Perim (ft)
= 1.98
Crit Depth, Yc (ft)
= 0.23
Top Width (ft)
= 1.92
EGL (ft)
= 0.28
Depth (ft)
3.00
2.50
2.00
1.50
1.00
0.50
0.00
-n rn
0 2 4 6 8 10 12 14 16 18 20 v vv
Reach (ft)

Channel Report
Hydraflow Express by Intelisolve Thursday, Sep 19 2013
Ditch llb through lid - Concrete
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.24
Total Depth (ft)
= 2.00
Q (cfs)
= 2.200
Area (sgft)
= 0.23
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 9.55
Slope ( %)
= 13.85
Wetted Perim (ft)
= 1.98
N -Value
= 0.013
Crit Depth, Yc (ft)
= 0.46
Top Width (ft)
= 1.92
Calculations
EGL (ft)
= 1.66
Compute by:
Known Q
Known Q (cfs)
= 2.20
Elev (ft) Section
103.00
102.50
102.00
101.50
101.00
100.50
100.00
99.50
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)
Depth (ft)
3.00
2.50
2.00
1.50
410
0.50
we
■ AILT11

Channel Report
Hydraflow Express by Intelisolve Thursday, Sep 19 2013
Ditch III - Rip Rap
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.88
Total Depth (ft)
= 1.00
Q (cfs)
= 7.860
Area (sgft)
= 3.10
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 2.54
Slope ( %)
= 1.00
Wetted Perim (ft)
= 7.26
N -Value
= 0.033
Crit Depth, Yc (ft)
= 0.76
Top Width (ft)
= 7.04
Calculations
EGL (ft)
= 0.98
Compute by:
Known Q
Known Q (cfs)
= 7.86
Elev (ft)
102.00 =
101.50
101.00
100.50
ril1�
99.50
0 1 2 3 4
Section
5
Reach (ft)
6 7 8 9
Depth (ft)
2.00
1.50
1.00
0.50
m
1 -0.50
10

Channel Report
Hydraftow Express by Intelisolve
Outfall Ditch - Rip Rap
Triangular
= 6.790
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 20.00
N -Value
= 0.033
Calculations
= 1.32
Compute by:
Known Q
Known Q (cfs)
= 6.79
Elev (ft) Section
102.00
101.50
101.00
100.50
100.00
4%. 1111
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.48
Q (cfs)
= 6.790
Area (sgft)
= 0.92
Velocity (ft/s)
= 7.37
Wetted Perim (ft)
= 3.96
Crit Depth, Yc (ft)
= 0.71
Top Width (ft)
= 3.84
EGL (ft)
= 1.32
1 2 3 4 5 6 7 8 9 10
Reach (ft)
Depth (ft)
2.00
1.50
1.00
0.50
_n r%n

Channel Report
Hydrafim Express by intellsolve
Temporary Diversion la - lb - Bare Soil
Triangular
= 5.350
Side Slopes (t:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 13.85
N -Value
= 0.020
Calculations
= 1.59
Compute by:
Known Q
Known Q (cfs)
= 5.35
Elev (ft) Section
1 02.00
101.50
101.00
10050
100.00
99.50
1 2 3 4
5 6
Reach (ft)
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.39
Q (cfs)
= 5.350
Area (sqft)
= 0.61
Velocity (ft/s)
= 8.79
Wetted Perim (ft)
= 3.22
Crit Depth, Yc (ft)
= 0.65
Top Width (ft)
= 3.12
EGL (ft)
= 1.59
Depth (ft)
2.00
1.50
m
0.50
I iY
W61LIf e
7 8 9 10 - --

Channel Report
Hydraflow Express by IntelisoMe
Temporary Diversion la - lb - Vegetated
Triangular
= 5.350
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 13.85
N -Value
= 0.035
Calculations
= 1.00
Compute by:
Known Q
Known Q (cfs)
= 5.35
Elev (ft) Section
102.00
101.50
101.00
100.50
100.00
99.50
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.48
Q (cfs)
= 5.350
Area (sgft)
= 0.92
Velocity (ft/s)
= 5.81
Wetted Perim (ft)
= 3.96
Crit Depth, Yc (ft)
= 0.65
Top Width (ft)
= 3.84
EGL (ft)
= 1.00
1 2 3 4 5 6 7 8 9 10
Reach (ft)
Depth (ft)
2.00
1.50
1.00
0.50
11MI
-n j;n

Channel Report
Hydreflow Express by IntellsoW Thursday, Sep 19 2013
Temporary Diversion Ila - lid - Bare Soil
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.28
Total Depth (ft)
= 1.00
Q (cfs)
= 2.200
Area (sgft)
= 0.31
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 7.02
Slope ( %)
= 13.85
Wetted Perim (ft)
= 2.31
N -Value
= 0.020
Crit Depth, Yc (ft)
= 0.46
Top Width (ft)
= 2.24
Calculations
EGL (ft)
= 1.05
Compute by:
Known Q
Known Q (cfs)
= 2.20
Elev (ft)
102.00 --1
101.50
101.00
100.50
100.00
99.50
1 2 3 4
Section
5
Reach (ft)
6 7 8 9
Depth (ft)
2.00
1.50
M
0.50
M
1 -0.50
10

Channel Report
Hydraflow Express by Intelisolve
Temporary Diversion Ila - Ild - Vegetated
Triangular
= 2.200
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope ( %)
= 13.85
N -Value
= 0.035
Calculations
0.66
Compute by:
Known Q
Known Q (cfs)
= 2.20
Elev (ft) Section
102.00
101.50
101.00
100.50
100.00
99.50
1 2 3 4 5 6
Reach (ft)
Thursday, Sep 19 2013
Highlighted
Depth (ft)
= 0.35
Q (cfs)
= 2.200
Area (sqft)
= 0.49
Velocity (ft/s)
= 4.49
Wetted Perim (ft)
= 2.89
Crit Depth, Yc (ft)
= 0.46
Top Width (ft)
= 2.80
EGL (ft) .=
0.66
7 8 9 10
Depth (ft)
2.00
1.50
1.00
0.50
low
_n r%n

Channel Report
Hydraflow Express by Intellsolve Thursday, Sep 19 2013
Temporary Diversion III - Bare Soil
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.73
Total Depth (ft)
= 1.00
Q (cfs)
= 7.860
Area (sgft)
= 2.13
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 3.69
Slope ( %)
= 1.00
Wetted Perim (ft)
= 6.02
N -Value
= 0.020
Crit Depth, Yc (ft)
= 0.76
Top Width (ft)
= 5.84
Calculations
EGL (ft)
= 0.94
Compute by:
Known Q
Known Q (cfs)
= 7.86
Elev (ft)
102.00 --7
101.50
iH1'MIA
100.50
100.00
99.50
1 2 3 4
Section
5
Reach (ft)
6 7 8 9
1
10
Depth (ft)
2.00
1.50
1.00
0.50
M

Channel Report
Hydraflow Express by Intelisolve Thursday, Sep 19 2013
Temporary Diversion III - Vegetated
Triangular
Highlighted
Side Slopes (z:1)
= 4.00, 4.00
Depth (ft)
= 0.73
Total Depth (ft)
= 1.00
Q (cfs)
= 7.860
Area (sgft)
= 2.13
Invert Elev (ft)
= 100.00
Velocity (ft/s)
= 3.69
Slope ( %)
= 1.00
Wetted Perim (ft)
= 6.02
N Value
= 0.020
Chit Depth, Yc (ft)
= 0.76
Top Width (ft)
= 5.84
Calculations
EGL (ft)
= 0.94
Compute by:
Known Q
Known Q (cfs)
= 7.86
Elev (ft)
102.00 --1
101.50
101.00
100.50
100.00
99.50
J 1 2 3 4
Section
5
Reach (ft)
6 7 8 9
Depth (ft)
2.00
1.50
1.00
0.50
01 11
1 -0.50
10

Skimmer Sediment Basin Worksheet
(Drainage Area Most be Less Than 10 Acres)
Area Disturbed = 0. ` 7 Acres
Runoff Area = ;. Z 2) Acres
Q10 = C x I x A =. 35 x 7.'f8 x 3.2-8
= 6.5-5 cfs
Basin Volume Calculation:
Volume of Sediment=( 7 Ac.) x (1800 cf sed. /year) x (1 year)
i (o cf
Assume Z foot of basin depth, therefore area of the pit $7 3 Square Feet
Try ( wide) x ( long) x (
Surface Area Calculation:
Surface Area (SF) = Qjo x 325 sf /cfs
= P.59 x 325 sf /cfs
sf
foot deep) Sediment Basin
Surface Area —
Use ( 38 wide) x ( i5 long) x ( 2— foot deep) Sediment Basin
= 2�SSd 2 -7q2- Surface Area — 6 /G
Weir Desian and Velocity Check:
Q10 = 8.S--5 cfs; Q = CLH32; H = [Q /CL]2'3
= [ $. S9 / (2.68)( )]2/3
= o. 3(p feet
Velocity Check 4 ( -�`% )/( !S ) ( 0.3& ) = I • 5"7 _fps, OK ✓ JX/

m
s
0
Skimmer Orifice ®es6e�n
B —
N ,
- it -saa, - -qt -3aa.
er
WOO lMw IMM
94aht weler Stwase Volume tfl'0)
Figure 2. Skimmer orifice diameter as a function of the basin volume and basin dewatering time.
Basin Volume (From Worksheet:
Basin Dewatering Time (1 -3 Days):
Skimmer Orifice Diameter (From Chart):
q
0 it

Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3
j
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
Flowers Plantation -'The Nine"
Contact name
Kevin Vamell
Phone number
252.459.8196
Date
September 17, 2013
Drainage area number
I
II. DESIGN INFORMATION
The purpose of the LS-VFS
Buffer Rule: Diffuse Flow
Stormwaterenters LS-VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8%)
Explanation of any 'Other" responses above
If Stommater Enters the LS-VFS from the Drainage Area
Drainage area
125,888 fe
Impervious surface area
28,980 fe
Percent impervious
23.02 %
Rational C coefficient
0.37
Peak flow from the 1 in/hr storm
1.07 cis
Time of concentration
5.00 min
Rainfall Intensity, 10- yrstorm
7.38 Mr
Peak flow from the 10-yr storm
7.86 cis
Design storm
1 inchlhourstorm
Maximum amount of flow directed to the LS-VFS
1.07 cis
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
CIS
Peak discharge from the BMP during the 10-year storm
cis Do not complete this section of the form.
Maximum capacity of a 100400t long LS-VFS
10 cis
Peak flow directed to the LS-VFS
cis 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
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stommxater entry point
Depth of forebay at stomtwater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level Up
Elevation at the end of the VFS that Is farthest from the LS
Slope (from level Up to the end of the VFS)
Are any draws present to 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
8
W
y (flow depth for 10•year storm)
freeboard (during the 10 -year storm)
Peak velocity In the channel during the 10-yr stone
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
80
sq ft
12
in
12
in
10
ftfcfs
11
it
15
It
30
ft
220.40
final
218.00
fmsl
8.00
%
N
(Y or N)
N
(Y or N)
Forebay is adequately sized
Depth is appropriate.
OK
Y (Y or N)
Y (Y or N) Please provide plan details of flow splitter & supporting calcs.
4.00
It
0.00
ft
8.00
It
0.48
It
1.00
It
7.37
ftlsec
Rip -rap
N
(Y or N)
Y
(Y or N)
W
_i
B
Form SW401- LS-VFS - 2eJune2012 - Rev. 10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. M 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 sheet number and any notes:
1. Plans (1° - 5V or larger) of the entire site showing:
w
;Ian
C
- Design at ultimate build -out,
- Off -site drainage Of 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 (ROM, and
- boundaries of drainage easement
2. Plan details (1* = 39 or larger) for the level spreader showing:
- Forebay (id 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
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3. Section view of the level spreader (1° = 2(y 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). e.-3
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. 3(v— `�G s
8. A copy of the signed and notarized operation and maintenance (O &M) agreement jr-V I O f IK
Form SW401- LS-VFS - 29June2012 - Rev. 10 page 3 of 3

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Permit Number.
(to be provided by DWQ)
Dminege 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
Iog 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
WIPC,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 15 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 problenc
How I will remediate the roblem:
The entire filter strip
Trash/ debris is present.
Remove the trash /debris.
stem
The flow sputter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
dogged.
of any sediment off -site.
The flow sputter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
air.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev.3 Page 1 of 3

BMF element:
Potential blew
How I will remediate the roblem;
The swale and the level
UP
The swale is clogged with
sediment
Remove the sediment and dispose
of it off -site.
The level Hp is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise
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
Hine and a one -time fertilizer
a pp1hUcation.
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
Regmde 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 ff
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 1401
Oversight Unit at 919- 733.1786.
Form SWU401- level Spreader, Filter Strip, Restored Riparian Buii'er O&M -Rev.3 Page 2 Of 3

Permit Number:
#o•be provided by DW0
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance.procedwres 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:Flowera Plantation : "The .Nine"
BAP drainage area nwnber:NA
Print name:Rebecca Flowers
Title:Owner
Address:4880 NC 42 E. Clayton. NC 27520
Date: _f 0
Note: The legally responsible pirly 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
a Notary Public for the State of
ty o .do hereby certify that
Uq
. -��► Personally appeared before me this
p�Q and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
Ann M. Flowers
Notary Publlo
Johnston Caourdy, NO
M C0MMIUIaf► IMG "y `
My commission expires ZZ -1!4-- a'Dl
Form SWU401 -Level Spreader, Fiber Strip, Restored Riparian Buffer O&M-Rev-3 Page 3 Of 3