20050588 Ver 2_401 Application_20120720

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Office Use Only
Corps action ID no
DWQ project no
Form Version 13 Dec 10 2008
Page 1 of 10
PCN Form — Version 13 December 10 2008 Version
Pre - Construction Notification PC Form
A Applicant Informahon
1
Processing
la
Type(s) of approval sought from the
Corps
❑Section 404 Permit El Section 10 Permit
lb Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
1c
Has the NWP or GP number been venfied 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 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
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
❑ No
2
Project Information
2a
Name of project
Ferrell Meadows
2b
County
Wake County
2c
Nearest municipality / town
Zebulon
2d
Subdivision name
Ferrell Meadows
2e
NCDOT only T I P or state
project no
3
Owner Information
3a
Name(s) on Recorded Deed
First Federal Bank
3b
Deed Book and Page No
book 14506 page 0283
3c
Responsible Party (for LLC if
applicable)
Benjamin G Jones
3d
Street address
PO Box 1049 I Jul
3e
City state zip
Dunn NC 28335
eulz
3f
Telephone no
910 892 7187 d&
SIA,
3g
Fax no
910 892 -4084
1 I.-ate, sre1
3h
Email address
bjones@FirstFederalBanknc com
Page 1 of 10
PCN Form — Version 13 December 10 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other specify
4b
Name
Mike Stewart
4c
Business name
(if applicable)
Stewart Proctor PLLC
4d
Street address
319 Chapanoke road suite 106
4e
City state zip
Raleigh NC 27603
4f
Telephone no
919 779 1855
4g
Fax no
919 -779 1661
4h
Email address
StewartPE @aol com
5
Agent(Consultant Information (if applicable)
5a
Name
5b
Business name
(if applicable)
5c
Street address
5d
City state zip
5e
Telephone no
5f
Fax no
5g
Email address
Page 2 of 10
PCN Form — Version 13 December 10 2008 Version

B Project Information and Prior Project History
1 Property Identification
la Property identification no (tax PIN or parcel ID)
1797823163 1797729286 1797822493
lb Site coordinates (in decimal degrees)
Latitude 35 8698 Longitude 783314
(DD DDDDDD) ( DD DDDDDD)
1c Property size
38 acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
proposed project
UT to Moccasin Creek and Bunn Lake
2b Water Quality Classification of nearest receiving water
C 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 Project area is a mix of residentail cleared and wooded
3b List the total estimated acreage of all existing wetlands on the property
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
3d Explain the purpose of the proposed project
This project is to update the approved level spreaders to a newer standard which will allow them to be shortened
3e Describe the overall project in detail including the type of equipment to be used
This project is to install level spreaders splitter boxes and bypass channels Smaller earth moving equipment concrete
truck and handtools will be used
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?
Comments
® Yes ❑ No ❑ Unknown
4b If the Corps made the jurisdictional determination what type
of determination was made?
❑ preliminary ® Final
4c If yes who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant Company S &EC
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
October 2004
6 Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
5b If yes explain in detail according to help file instructions
DWQ Project # 05 0588 Wake County
6 Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b if yes explain
Page 3 of 10
PCN Form — Version 13 December 10 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑ Streams tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404 other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
003
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 ❑ T
❑ PER
❑ Corps
[:11 NT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
[:11 NT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments
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
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5l 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 Sechon D of this form
6a
® Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
B1 ®P ❑ T
Channel
UT to Moccasin Creek
-required?
® Nos 671
450
B2 ®P ❑ T
Channel
UT to Moccasin Creek
® Nos 309
181
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 5 of 10
PCN Form — Version 13 December 10 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The only impacts for this project are those required in order to put in level spreaders and bypass channels
lb Specifically descnbe measures taken to avoid or minimize the proposed impacts through construction techniques
No unnecessary disturbance is to take place while installing the devices and no oversized equipment is to be used
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) 7Type
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
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
15
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
Page 7 of 10
PCN Form — Version 1 3 December 10 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes then is a diffuse flow plan included? If no explain why
® Yes ❑ No
Comments This plan is for Level Spreader Changes to ensure diffuse flow
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
15
2b
Does this project require a Stormwater Management Planl
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan explain why This
project proposes no new impvenous
surfaces and no inscrease in the flow rates
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?
Wake County
❑ Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
® Other None
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
0 ORW
(check all that apply)
❑ Session Law 2006 -246
® Other None
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 8 of 10
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 /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
❑ 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 213 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 protect (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development which could impact nearby downstream water quality?
3b
If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
none
Page 9 of 10
PCN Form — Version 13 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
rr
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?
PaC Information Planning and Conservation System
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
PaC Information Planning and Conservation System
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
t
North Carolina history and archaeology)?
Iv
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
Recorded maps
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 No activity will be conducted to raise the flood plain
8c What source(s) did you use to make the floodplain determination? recorded plat
M I Gyt/{EL S Ila 1�i1'Q 1
I . •
/�
� � 3��y 20a
Applicant/Agents Printed Name
Date
ApplicarittAgent s Signature
(Agents signature is valid only if an authorization letter from the applicant
is provided
Page 10 of 10
PCN Form — Version 13 December 10 2008 Version

0
W
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3
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HC®ENR
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
�F W ATFq
WYL,
I PROJECT INFORMATION
fe
Project name
Ferrell Meadows
Contact name
Michael Stewart
Phone number
919 7791855
Date
April 17 2012
Drainage area number
1
II DESIGN INFORMATION
98
The purpose of the LS VFS
Buffer Rule Diffuse Flow
Stormwater enters LS VFS from
The drainage area
Type of VFS
Protected riparian buffer (slope < 5 %)
Explanation of any Other" responses above
If Stormwater Enters the LS VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 In/hr stone
Time of concentration
Rainfall intensity 10 yr storm
Peak flow from the 10 yr storm
Design storm
Maximum amount of flow directed to the LS VFS
Is a flow bypass system going to be used?
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 stone
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
213 444 fe
25 613
fe
1200
%
040
In
196
cis
500
min
722 in/hr
1415 cfs
10 year storm
196 cis
y (Y or N)
Do not complete this section of the form
cis
cis Do not complete this section of the form
2 cfs
cis Do not complete this section of the form
(Y or N)
Forebay surface area
52
sq ft
Depth of forebay at stormwater entry point
12
In
Depth of forebay at stormwater exit point
12
In
Feet of level lip needed per cfs
50
fticfs
Computed minimum length of the level lip needed
98
ft
Length of level lip provided
96
ft
Width of VFS
50
ft
Elevation at downslope base of level lip
34000
fmsl
Elevation at the end of the VFS that Is farthest from the LS
33900
fmsl
Form SW401 LS-VFS 27Jur2011 Rev 9
F orebay is adequately sized
Depth is appropnale
page 1 of 3

Slope (from level lip to the end of the VFS) 200 n%
Are any draws present in the VFS? N (Y or N) OK
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?
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
(Y or N)
(Y or N)
300
ft
300
ft
900
ft
073
ft
100
ft
376
fVsec
Pick one
W
•n
N (Y or N)
Y (Y or N)
Please provide plan details of flow splitter & supporting calcs
B 4
Jill 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
Requrled 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
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
Initials Page or plan sheet number and any notes
Form SW401 LS VFS 27JU12011 Rev 9 page 2 of 3

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 (08M) agreement
Form SW401 LS-VFS 27Ju12011 Rev 9 page 3 of 3

SPUTTER BOX DESIGN DETAIL FOR LEVEL SPREADER #1
6 5 FES OUT
WEIR TO BE 0 2 OVER THE 12 OPENING
SPLITTER BOX FLOW OVER THE tin /hr EVENT TO WEIR FLOW OUT SIDE OF BOX INTO CHANNEL
CNgNNEC DISSIPA�R ,,MP
�N REINFORCED
VEGETATED CH NEL TO DRAIN TO STREAM BUFFER
6 PIPE OUT /W FES INTO LEVEL SPREADER

1
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
ATE�0
I PROJECT INFORMATION
in
Project name
Ferrell Meadows
Contact name
Michael Stewart
Phone number
919 7791855
Date
April 17 2012
Drainage area number
2
II DESIGN INFORMATION
The purpose of the LS VFS Buffer Rule Diffuse Flow
Stormwater enters LS VFS from The drainage area
Type of VFS Protected riparian buffer (slope < 5 %)
Explanation of any Other" responses above
If Stormwater Enters the LS VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 In/hr stone
Time of concentration
Rainfall Intensity 10 yr storm
Peak flow from the 10 yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
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 cis
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that Is farthest from the LS
69 696 flz
8 364 flz
1200 %
040
064 cis
500 min
722 In/hr
462 cis
10 year storm
152 cis
Y (Y or N)
Do not complete this section of the form
cis
cis Do not complete this section of the form
2 cfs
cis Do not complete this section of the form
(Y or N)
18 sq ft
12
in
12
In
50
fticfs
76
ft
76
it
50
ft
34200
fmsl
34100
fmsi
Forebay is adequately sized
Depth is appropriate
Form SW401 LS-VFS 27Ju12011 Rev 9 page 1 of 3

Slope (from level lip to the end of the VFS) 20D %
Are any draws present In the VFS? N (Y or N) OK
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?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below)
M
W
y (flow depth for 10 year storm)
freeboard (during the 10 year stone)
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
Y (Y or N)
Y (Y or N)
300
it
300
ft
900
ft
040
ft
100
ft
272
fl/sec
Pick one
N (Y or N)
Y (Y or N)
Please provide plan details of flow splitter & supporting calcs
W
#4 - -- po
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)
Fombay (if applicable)
High flow bypass system
Maintenance access
Proposed drainage easement and public right of way (ROW) and
Boundaries of drainage easement
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
initials Page or plan sheet number and any notes
Form SW401 LS VFS 27Ju12011 Rev 9 page 2 of 3

Section view of the level spreader (t = 20 or larger) showing
Underdrain system (if applicable)
Level lip
Upsiope 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 27M2011 Rev 9 page 3 of 3

SPUTTER BOX DESIGN DETAIL FOR LEVEL SPREADER #2
4 FES OUT
X 6 DISSIPATER
CHANNEL IN
WEIR TO BE 0 2 OVER THE 12 OPENING
SPLITTER BOX FLOW OVER THE tin /hr EVENT TO WEIR FLOW OUT SIDE OF BOX INTO CHANNEL
CMgNNE� ' DISS Pq TER p AP
VEGETATED C EL TO DRAIN TO S
_ 7REAM BUFFER
4 PIPE OUT /W FES INTO LEVEL SPREADER

O�OF�G
� lg
A A
NCDENR 4�
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
f?
Project name
Ferrell Meadows
Contact name
Michael Stewart
Phone number
919 7791855
Date
April 17 2012
Drainage area number
3
II DESIGN INFORMATION
The purpose of the LS VFS Buffer Rule Diffuse Flow
Stormwater enters LS VFS from The drainage area
Type of VFS Protected riparian buffer (slope < 5%)
Explanation of any Other" responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak Now from the 1 In/hr stone
Time of ooncentmtton
Rainfall intensity 10 yr storm
Peak flow from the 10 yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
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 stone
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 cis
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downsfope base of level lip
Elevation at the end of the VFS that Is farthest from the LS
165 528 fl?
19 863
f?
1200
%
040
fYcfs
152
cis
500
min
722
In/hr
1097
cis
10 year storm
196 cis
y (Y or N)
Do not complete this section of the form
cis
cfs Do not complete this section of the form
2 cfs
cis Do not complete this section of the form
(Y or N)
52 sq ft
12
in
12
In
50
fYcfs
98
ft
98
ft
50
ft
34000
fmsl
33900
fmsf
Forebay is adequately sized
Depth is appropriate
Form SW401 LS-VFS 27Jul2011 Rev 9 page 1 of 3

Slope (from level lip to the end of the VFS) 200 %
Are any draws present in the VFS? N (Y or N) OK
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?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below)
M
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 wetiand9
Does the channel enter the stream at an angle?
Explanation of any Other" responses above
Y (Y or N)
Y (Y or N)
300
ft
300
It
900
ft
073
ft
100
ft
376
ft/sec:
Pick one
N (Y or N)
Y (Y or N)
Please provide plan details of flow splitter & supporting talcs
tV
No
l B
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
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
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
Initials Page or plan sheet number and any notes
Forth SW401 L&VFS 27Ju12011 Rev 9 page 2 of 3

3 Section view of the level spreader (1 - 20 or larger) showing
Underdrain system (d applicable)
Level lip
Upsiope channel and
Downsiope 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 27M2011 Rev 9 page 3 of 3

SPUTTER BOX DESIGN DETAIL FOR LEVEL SPREADER #3
6" FES OUT
CHANNEL IN
X 6 DISSIPATER
WEIR TO BE 0 2 OVER THE 12 OPENING
SPLITTER BOX FLOW OVER THE 11n /hr EVENT TO WEIR FLOW OUT SIDE OF BOX INTO CHANNEL
DCHANNEL /N ISSPA TER PgA�P
REINFORCED
VEGETATED CHAIINEI TO DRAIN TO
STREAM BUFFER
6 PIPE OUT /W FES INTO LEVEL SPREADER

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REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package wlll
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
Requded Item
1 Plans (1 50 or larger) of the entire site showing
Design at ultimate build -0ut,
Off site drainage (d applicable)
Delineated drainage basins (include Rational C coefficient per basin)
Forebay (d applicable)
High flow bypass system
Maintenance access
Proposed drainage easement and public right of way (ROW) and
Boundanes of drainage easement
2 Plan details (1 30 or larger) for the level spreader showing
Forebay (d 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
Underdram 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 (08M) agreement
Initials Page or plan sheet number and any notes
/A"
ti 1.5 L5 a 6 kC."Se- 40
Previously c, pproded Plan
Spreodars care bei^5
Updated t0 iteVJee'
S +Grdards
Form SW401 LS-VFS 29June2012 Rev 10 page 1 of 1

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Page 33
! Wake County Soil Survey Map
Projects scale
6413 YJt 1 =1320
Project Dace Figure 2 — t a Sort & Environmental Consultants, PA
Mqr JH 9.27 -04 Wake County Soil Survey 11010 Raven Ridge Rd Raleigh NC 27614
Ferrell Road [phone] (919) 846 -9467
Little River Investments 4 , Web Pago wtvw SandEC can
,

TO
Annette Lucas PE
NCDENR /DWQ /Wetlands and Stormwater Branch
1650 Mail Service Center (mail)
Raleigh, NC 27699 -1650
FROM
Carlton Hunt
Stewart- Proctor PLLC
319 Chapanoke Road, Suite 106
Mrs Lucas
This is the submittal I called you about We are proposing to redesign 3 of
the level spreaders for Ferrell Meadows Project # 050588 This site plan s
a whole will not be changed only the level spreaders The level spreaders as
previously approved they are not really buildable With this submittal are
the flow calculations for the lin per hour storm the level spreader
supplement forms, and the details for the spreaders and the splatter boxes
As per our conversation, the impacts shown are for the buffers The only new
impacts are the bypass channels This is to be an amendment to the existing
project approval

/- Do "
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VICINITY MAP
NOTES
BEING LOTS 6 -C & 6 -8 OF BOOK OF MAPS 1987, PAGE 1763.
LOTS 1 & 22 WILL HAVE ACCESS ONLY FROM FERRELL MEADOWS DRIVE.
NOTE: NO BUILDING iS PERMITTED WITHIN 20' OF A WATERSUPPLY WATERSHED BUFFER.
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WiTH THE WAKE COUNTY
SEDIMENTATION AND EROSION CONTROL ORDINANCE AND FLOOD HAZARD
REGULATIONS.
ALL ROADS SHALL BE PUBLIC IN ACCORDANCE WiTH THE N.C. DEPARTMENT
OF TRANSPORTATION STANDARDS FOR PUBLIC ROADS.
SEWER UTILITIES SHALL BE INDIVIDUAL SYSTEMS. WATER SHALL BE
INDIVIDUAL WELLS.
FLOOD HAZARD SOILS LOCATIONS ARE SHOWN AS DETERMINED BY SOIL
AND ENVIRONMENTAL CONSULTANTS, PA.
IMPERVIOUS SURFACE COVERAGE SHALL NOT EXCEED 15X ON ANY INDIVIDUAL LOT.
AREAS COMPUTED BY COORDINATE METHOD.
NO NCGS MONUMENT WITHIN 2000 FEET.
PROPERTY SUBJECT TO EASEMENTS & RESTRICTIONS OF RECORD.
5' ADOW -IONAl. DEDICATED R/W
CONTROL
MILDRED ,JONES
SITE DATA SITE DATA
OWNER. FOUR SEASONS CONSTRUCTION, LLC TOTAL ACRES - 37.20
AVERAGE LOT SIZE - 1.53 ACRES
ADDRESS. 110 ANSLEY WALK LANE NUMBER OF LOTS - 22
APEX, NC 27539
PiN. 1797.04 -72 -8409
PiN. 1797.04 -82 -1628 LEGEND
ZONED: R -40W ® =EXISTING IRON PIN
SETBACKS:
FRONT 30FT
O =NEW IRON P/N
-
REAR - 30 FT = BUILDING SETBACK LINE
SIDE - 15 FT. MBE - MiNiMUM FINISH FLOOR ELEVATION
MINIMUM WIDTH - 110 FT.
MAXIMUM IMPERVIOUS COVERAGE WITHOUT
STORMWATER MANAGEMENT - 15X
IMPERVIOUS AREA OF ROADWAY - 1.30 ACRES
LOTS WILL BE LIMITED TO 8,474 SQ. FT. PER LOT
There. shall be no filling or the erection of permanent struc-
tures in the areas of Wake County Flood Hazard Soils or Federal
Emergency Management Agency (FEMA) 100 year flood zones until a
flood study is approved by Wake County and /or FEMA.:
Before acquiring a building permit for lots marked by an *,
(asterisk) the builder may need to obtain a Flood Hazard Area Use
Permit from Wake County Environmental Services. The builder's
engineer, architect and /or surveyor (as appropriate) must
certify that all flood hazard requirements are met.
I, Planning Director and Review Officer of Wake County, certify that
this plat does not constitute a subdivision and that it meets all statutory reWirements
for recording. Because of its 'exempt' status, the county has not reviewed this plat for
compliance with applicable lot standards and other subdivision regulations (e g., road
standards). Prospective purchasers should be aware that plans for building and
development may be denied for lots that do not meet applicable county standards.
Dote Planning Director/Review Officer
Approval expires if not recorded on or before
Wll
WILLIAMS - PEAR
__-or 1
swim - N
350-%
SF
04
v
a h
o �
•� To
3 � o
W�
4
CONTROL CORNER
1 DANNY 0. WILLIAMS' CERTIFY THAT THIS PLAT WAS DRAWN UNDER NY
SUPERVISION FROM AN AC'F::IAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN iBDOK „PAGE "ETC.) (OTHER):- THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY RrDICATED AS DRAWN FROM INFORMATION
FOUND IN BOOK _____, :PAGE THAT THE RATIO OF PRECISION AS CALCULATED
IS 9 10.000 ; irr'iAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH 0447 -30
AS AMENDED. WITNESS MY iGttiAL SIGNATURE, REGISTRATION NUMBER AND SEAL
THIS 29
, DAY oF' JANUARY 2007_
Seal or Stomp
Surveyor
Registration Number L -2647
I, DANNY 0. WILLIAMS , PROFESSIONAL LAND SURVEYOR NO. L -2647
CERTIFY THAT THIS PLAT IS OF A .SURVEY OF AN. EXISTING PARCEL
OR PARCELS OF LAND.
DANNY 0. WILLIAMS , PROFESSIONAL
M4
14
1.0 ACRES
MA &474.&
' -06
AM 8,14 V
LAND SURVEYOR N0. L -2647
S
0)
ADDITIONAL
)/GATED R/W
000rso
darslq
otalanoo
L1
6111.211111
LS
NN 74T00 1T
/07.85
Lx
®81 °HBO 58• E
81.87'
LA
I N 81 M x8 p
.00
LA
N •00'88• B
4. '
Le
N d8 10'67
187.44'
L7
N 4d O8
BRUCE & NINA LUCAS
V
G
N • 100•
DEED BOOK 8192 - PAGE 226
00000 ■
• e •
,
e
i LINDA & SAMMY JACKSON
4474 .1 6• DEED BOOK 9899 - PAGE 2546
,
'a6 LOT 6
iD BOOK OF MAPS 1997 PAGE 1975
EA
:75
2 '53°W
FREDRiCK & NANCY TAYLOR
DEED BOOK 7562 - PAGE 882
f 4
#
LOT 5
!
a47 sr
BOOK OF MAPS 1997 PAGE 1975
9'OB'25'1 352.36'
BRUCE & NINA LUCAS
V
G
4
DEED BOOK 8192 - PAGE 226
n
LOT 11
BOOK OF MAPS 1998 PAGE 952
®
33,
°�
g•E
2�
DAVID & BECKY LUCAS
N 6e 135
DEED BOOK 8139 - PAGE 2186
1'
o
LOT 10
t'
BOOK OF MAPS 1998 PAGE 952
61' �R. FL00D
f.et
' MM x,474
2.78 ACRES
X474 \
O �
Ar III Oo1'w 8sd31ts Length Osl4s won Near.
86. Sd.87 00100 ffi. N ffi °t 0'ffi° E
1 .eo Ssz4sT 9015,044 Mr- N 17•!:2'00• p
BWS.xB 88.01'46 801.77 N 2601 i'�1• p
6q.ffi'
law"! 11 4.8d'ffi /81.47 N x0 1 "OS' p
rns.ffi' 81 °ffi'O7" 8d4. N 04 °F i'48` p
dss. ' 1 .14 0 °1d'4d" 106.00 N 1d °t 7'08• H
1147 18' 44. 807 td' 44. N 22111 1'S1•
1167.18 / ffi !4g4- 18•t 3'88• E
11dT.18' 17.40 W ffi'18 17.40 M /x•15'08• B
W010
10.01 188.s ts•r°
S6. SW •xs•s:e 84. d 84•! 1'04.
14Ess4. 4 t .d7 x•ffi xd ts. es•• e
ft64. 4' .xs' a as'od° 73.15 Ts•: r�87` e
x84. 4' .14 7 9 x11 x1 88. N 78•E N18` p
d 584. 4' .01 1.4d'11 10. M d8•t 1'84' p
88. .x4 87 °ffi'48 x4.48 67 t 1'St °
7 88x.ffi' .Od •88'84 80008 i 0467 /'• p
ffi 7 OB 8 '88 17x. 84 d7 xd' to
' 8•0�8p'14 110. 1 08° .d0' 0 °4ME
AiM
PIPPIN ROAD PROPERTIES, LLC
DEED BOOK 11287 -PAGE 381
NOTE: THE PURPOSE OF RE- RECORDING OF THIS Pb
CHANGE THE STREET OF BUFFER ROAD TO STOCKFIELD
ALL CERTIFICATIONS FROM BOOK OF MAPS 2006 PAGES
1653 APPLIED TO THIS PLAT.
FILED FOR REGISTRATION
DATE: TIME:
LAURA M. RIDDICK
REGISTER OF DEEDS
WAKE COUNTY
8Y•
ASST /DEPUTY
BOM: PG
MI
BC ASSOC-,, P.A.
Professional Land Surveyors
WILLIAMS, PEARCE & ASSOC.,P.A.
PROFESSIONAL LAND SURVEYORS
ZEBULON, NORTH CAROLINA
TELEPHONE: [phone]
DRAWN BY: DOW
CHECKED BY: DOW
DATE: 01-29-2007
AP
aN
FAIN 19 4ALVAMNAM 11
SCALE: 7 " = 200'
• S 89'39 50'E 343.55'
M19 4474 SF
O ,
6
s ;04 ?s Ie
�e
MM 4474 SF
34� F S,j9sO
AW 4
474 SF
s
O
INSET OF JOINT DRIVEWAY TO LOTS 6, 7 dt 8
CERTIFICATION OF OWNERSHIP
The undersigned hereby certify that I am (we are) the owner(s)
of
the property shown and described hereon, which is in the
subdivision jurisdiction of the County of Wake and that 1 (we)
hereby adopt this plot with my (our) free consent.
owner
EXPIRES ON
(NOTARY Puy)
RE-RECORDING
date ---- - - - - -- - --
- -w - -owner dote -N- -
I A NOTARY PUBIJC,
IN AND FOR THE STATE OF COUNTY OF
DO HEREBY CERTIFY THAT
WHOSE NAME AS SUCH. IS SKiNED TO THE FOREGOING
INSTRUMENT HAS ON THIS DAY, IN MY COUNTY AND STATE
AFORESAID, PERSONALLY APPEARED BEFlDRE ME, AND
ACKNOWLEDGED THE SANE.
GIVEN UNDER NY HAND THIS THE DAY OF
2007.
MY COMMISSION
OF
PROPERTY SURVEY FOR
"LOT BY LOT"
LITTLE Rl VER TOWNSHIP
WAKE COUNTY
NORTH CAROLINA
OWNER: FOUR SEASONS CONSTRUCTION, LLC
110
ANSLEY WALK LANE
APEX, NC 27539
200 0 200 400 600
GRAPHIC SCALE -FEET cRD. FiLE: DA8455
F : \NEWMAPS \WILLIAM PARRISH \FERRELL MEADOWS \RE - RECORDING FINAL PLAT.OWG
P.O. Box 892, Zebulon, N.C. 27597
Phone [phone]
d° 1
188.Odtd•x6'04•
e t
to a
a
�. ' •
• ,
474 SF
s
O
INSET OF JOINT DRIVEWAY TO LOTS 6, 7 dt 8
CERTIFICATION OF OWNERSHIP
The undersigned hereby certify that I am (we are) the owner(s)
of
the property shown and described hereon, which is in the
subdivision jurisdiction of the County of Wake and that 1 (we)
hereby adopt this plot with my (our) free consent.
owner
EXPIRES ON
(NOTARY Puy)
RE-RECORDING
date ---- - - - - -- - --
- -w - -owner dote -N- -
I A NOTARY PUBIJC,
IN AND FOR THE STATE OF COUNTY OF
DO HEREBY CERTIFY THAT
WHOSE NAME AS SUCH. IS SKiNED TO THE FOREGOING
INSTRUMENT HAS ON THIS DAY, IN MY COUNTY AND STATE
AFORESAID, PERSONALLY APPEARED BEFlDRE ME, AND
ACKNOWLEDGED THE SANE.
GIVEN UNDER NY HAND THIS THE DAY OF
2007.
MY COMMISSION
OF
PROPERTY SURVEY FOR
"LOT BY LOT"
LITTLE Rl VER TOWNSHIP
WAKE COUNTY
NORTH CAROLINA
OWNER: FOUR SEASONS CONSTRUCTION, LLC
110
ANSLEY WALK LANE
APEX, NC 27539
200 0 200 400 600
GRAPHIC SCALE -FEET cRD. FiLE: DA8455
F : \NEWMAPS \WILLIAM PARRISH \FERRELL MEADOWS \RE - RECORDING FINAL PLAT.OWG
P.O. Box 892, Zebulon, N.C. 27597
Phone [phone]