20150156 Ver 1_401 Application_20150215

<y . '< ;red.,,
January 28, 2015
Mr David Schaeffer
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE Pre - Construction Notification
Bold Run Subdivision
Wake County, North Carolina
Dear Mr Schaeffer,
3040 NC Hxvy 42 West, Clayton, NC 27520
P 919- 606 -9145 — F 919 -585 -5570
o PAED 201 501 56
m
Nationwide Permit 29 & General Certification No 3890
Carolina Ecosystems, inc , has prepared the attached pre - construction notification for the above
referenced project for a Clean Water Act Section 404 Nationwide Permit 29 and a Section 401
Water Quality Certification No 3890 The Bold Run Subdivision project is a residential
development consisting of single family homes
These streams are being protected by buffers established through the Neuse Buffer rules and the
Falls Lake water supply watershed rules There is one intermittent stream totaling 652 linear feet
that will not be impacted There are two perennial streams totaling 4,022 linear feet on the
property Impacts were limited to one unavoidable road crossing Permanent and temporary
impacts to waters of the U S total 168 linear feet of stream impacts There are 148 feet of
permanent stream impacts and 20 feet of temporary stream impacts resulting from construction
of the road There are no plans to impact any additional stream footage in the future There are
two small wetlands on the western side of the property, and there are no current or future plans to
impact these wetlands
Proposed impacts to riparian buffer zones are 9,524 square feet of zone 1 impacts and 4,586
square feet of zone 2 impacts These impacts are classified as "allowable" under the Neuse
Buffer Rules

Mr David Schaeffer
January 28, 2015
Page 2 of 2
The preceding information, along with the enclosed Project Information Sheet, Pre - Construction
Notification form, Vicinity map, USGS map, NRCS map, NCDWR buffer determination,
wetland stream and buffer impact drawings, and preliminary construction plans are being
submitted for your review of this project
Sincerely,
Carolina Ecosystems, Inc.
Brian Smith
Senior Environmental Scientist
cc Karen Higgins, NC DWR, 401 & Buffer Permitting Unit
John Teel, Stewart- Proctor PLLC
Sanford Bailey, Bold Run LLC

Project Information Sheet
Project Name Bold Run Subdivision
3040 NC 42 West, Clayton, NC 27520
P 919- 606 -1065 — F 919 -585 -5570
Name of Property Owner /Applicant Sanford Bailey, Bold Run LLC
Consultant/Agent Carolina Ecosystems, Inc
Related /Previous Action IDs None
Site Address N/A
Subdivision Name (if applicable) N/A
City Wake Forest, NC
County Wake County
Lat 36 0284
Long -78 5821
USGS Quadrangle(s) Grissom
River Basin(s) Neuse
8 -Digit HUC(s) 03020201
Nearest Stream(s) New Light Creek
Date: 1/28/15
Directions to Site From Raleigh, take US -1 north for approximately 13 miles Turn left onto Purnell
Road Drive approximately 3 miles and turn right onto Bold Run Hill Road Continue about 1 mile
The property is located on the left
Requested Action
❑ Pre - application Request
❑ Jurisdictional Determination Request ❑ Final ❑ Preliminary
® Permit Application ® Nationwide 29
❑ General
❑ Individual

CAROLINA
ECOM,ySTEMS,
3040 NC Hwy 42 West, Clayton, NC 27520
P.919 -359 -1102 — F.919 -585 -5570
PROPERTY ACCESS AND AGENT AU "THORIZATION FORM
Property Information
Property Address
and /or I)escnption
Parcel Identification
Number(s) (PIN)
City. Wake Forest
South of Bold Run Hill Road near the intersection of Polbida Drive
i o,)1),1 OA 11 1 d
State NC County
Property Owner Information
Owner 0 Authorized Agent* ❑
Name Bold Run LLC
Title. Owner
Street Address 8900 Bud Smith Rd
City Wake Forest
Wake Property Size (Acres): 42 15
State. NC
*Written pioof of authorization from owner required
Zip Code: 27587 -8052
Authorization
1, the undersigned, a duly authorized owner of record of the property /properties identified herein, do authorize
representatives of the Wilmington District, U S Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the
U S subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899
Additionally, I hereby grant Carolina Ecosystems, Inc (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on -site environmental consulting services I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptan e, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the abov listed property These services may
include regulatory determinations of environmental features on my property such lis issuing a determination associated
with streams and wetlands I certify that I am the legal ownei or authorized agent of the legal owner of the above property
and have authority to grant such access I have made CEI aware of and supplied all! available records related to, previous
environmental investigations on the subject property of which I have knowledge I , t
/Agent (sigmatute)
i► Ir �..i•���iilti�\

0'x'04 wAr�9 °c.
Gt
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page I of 11
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1
Processing
1 a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
1 c
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes
® No
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
Bold Run Subdivision
2b
County
Wake County
2c
Nearest municipality / town
Wake Forest
2d
Subdivision name
Bold Run
2e
NCDOT only, T I P or state
project no
N/A
3
Owner Information
3a
Name(s) on Recorded Deed
Bold Run LLC
015892 pg 2724 A
L �,3 nn
3b Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
Sanford Bailey
3d
Street address
8900 Bud Smith Rd
3e
City, state, zip
Wake Forest, NC, 27587 -8052 DEN
- ATE
3f
Telephone no
919 -417 -5617 8 BUFFER PERMITTING
3g
Fax no
3h
Email address
sb @sanfordbadey com
Page I of 11
PCN Form — Version 1 3 December 10, 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other, specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Brian Smith
5b
Business name
(if applicable)
Carolina Ecosystems Inc
5c
Street address
3040 NC Hwy 42 West
5d
City, state, zip
Clayton, NC 27520
5e
Telephone no
(919) 606 -9145
5f
Fax no
(919)- 585 -5570
5g
Email address
bnan smith @carolinaeco com
Page 2 of 11
PCN Form — Version 1 3 December 10, 2008 Version

B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
1822394314
lb Site coordinates (in decimal degrees)
Latitude 36 0284 Longitude - 78 5821
(DD DDDDDD) ( -DD DDDDDD)
1c Property size
42 15 acres
2 Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
New Light Creek
proposed project
2b Water Quality Classification of nearest receiving water
WS IV, NSW
2c River basin
Neuse
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Existing site is currently forest land The surrounding land is primarily forest land with some agricultiral land and
residential development
3b List the total estimated acreage of all existing wetlands on the property
0 17 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
4,674 linear feet
3d Explain the purpose of the proposed project
The purpose of the project is to provide single family residences to meet the high demand for housing around Wake
Forest
3e Describe the overall project in detail, including the type of equipment to be used
Land clearing will take place along with installation of erosion control devices Road and water infrastructure will be built
per the attached plans Construction will be accomplished using typical equipment including excavators, backhoes, pans,
and dumptrucks Additional equipment may be used as required
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes E:1 No El Unknown
project (including all prior phases) in the pasty
Comments Neuse Buffer Determination
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 Carolina Ecosystems
Name (if known) Brian Smith
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
January 8, 2015
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
Page 3 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6 Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes, explain
Page 4 of 11
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
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 ❑ 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
W7 ❑ 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
Culvert Installation
UT 1 New Light
Creek
® PER
❑ INT
® Corps
® DWQ
4
148
S2 ❑ P ® T
Culvert Installation
UT 1 New Light
Creek
® PER
❑ INT
® Corps
® DWQ
4
20
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P [:IT
❑ INT
❑ DWQ
3h Total stream and tributary impacts
168
31 Comments
Page 5 of 11
PCN Form — Version 1 3 December 10, 2008 Version

Page 6 of 11
PCN Form – Version 1 3 December 10, 2008 Version
4 Open Water Impacts
If there are proposed impacts to %lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number–
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
T
—Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑ PEI 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)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
number
of pond
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)
51 Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
® Neuse El Tar-Pamlico El 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)
T
im act
required?
—Temporary
131 ®P ❑ T
d
UT 1 New Light Creek
® Nos
7,497
3,765
C os
B2 ❑ P ®T
UT 1 New Light Creek
® Nos
2,027
821
Coss ng
❑ Yes
B3 ❑ P ❑ T
❑ No
6h Total buffer impacts
9,524
4,586
61 Comments
Page 6 of 11
PCN Form – Version 1 3 December 10, 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
There are two perennial streams totaling 4,022 linear feet and one intermittent stream totaling 652 linear feet on the property
These streams are being protected by buffers The stream in question (UT 1 to New Light Creek) cuts completely across the
property making avoidance impossible The crossing width was kept to minimum roadway design standards and made as a
perpendicular crossing In addition, all wetland areas on the property will be avoided
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Sediment and erosion control measures will be implemented according to NC requirements, and approved by NCDENR prior
to implementation Jurisdictional areas that are not permitted to be impacted and are adjacent to construction areas will be
clearly marked with protection fencing or other similar method to avoid inadvertent encroachment Copies of the issued
permits and impact areas will be provided to the prime contractor and all subcontractors working in or near jurisdictional areas
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
projects
❑ Mitigation bank
❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ®No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
[zone one
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
0
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 8 of 11
PCN Form — Version 1 3 December 10, 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
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
Comments A diffuse flow plan has been submitted to Wake County as part of the
❑ Yes ® No
Stormwater Management Plan on January 26, 2015
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
15%
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
BMPs will be constructed in compliance with the Neuse River watershed rules in the locations
shown on the attached site
plan Review and approval of these BMPs and Stormwater Management Plan will be
performed prior to any site
construction being performed
® 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
® NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
® Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ 0 R
(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 9 of 11
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 2B 0200)?
2b Is this an after - the -fact permit application?
❑ Yes ® No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
The project is not anticipated to promote additional development
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
Wastewater from this project will be treated by individual septic tank systems Soil suitability maps have been developed
and lots have been laid out in a manner that allows for a permitted septic system
Page 10 of 11
PCN Form — Version 1 3 December 10, 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or F1 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?
USFWS Websitehttp I /www fws govlraleigh /species /cntylist/wake html, for Wake County, North Carolina Natural Heritage
Program GIS data updated January 2015, and onsite habitat review
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat? C ❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH mapper
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation �] Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
HPOWEB Map Service http / /gis ncdcr gov /hpoweb/
National Register of Historic Places http I /www rips gov /nr /researchl
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? Wake County GIS floodplain mapping, North Carolina
Roodplain Mapping Program http / /www ncfloodmaps com/
PP an t/Agent's Sign to Date
ApphcantlAgent's Panted Name (Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11
PCN Form —Version 13 December 10, 2008 Version

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CAROLINA N
ECOSYSTEMS, INC. Property Boundary Figure 1: Vicinity
3040 NC 42 West; Clayton, NC 27520 Miles
P: (919) -606 -9145 F:(919}585 -5570 0 0.5 1 0"� USGS Named Streams Bold Run Subdivision
January 2015 Wake County

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CAROLINA N Figure 2: USGS
ECOSYSTEMS, INC. Feet
3040 NC 42 West; Clayton, NC 27520 Property Boundary
P: (919) -606 -9145 F:(919 )-585 -5570 0 250 500 Bold Run Subdivision
January 2015 Wake County
Grissom (2013) USGS 1:24000 Quadrangle Map

AMIN- WA
........ ... .
NCDENR
North Carolina Department of Environment and Natural Resources
Pat I'VIcCrory
Governor
January 8, 2015
Brenda Sue Perr} E usher
16793 Lichthouse Point Di
Len ior City, TN 37772 -4991
Determination Type
Buffer Call Isolated or EIP Call
John E. Skvarla, III
Secretary
Subject: Buffer'Deiirmifiation
NBRR0414-462
Wake County
Neuse {15A NCAC 2B 0233) [:] Ephemeral/intermifterttPerennial Determination
❑ Tar-Pamlico (1 5A NCAC 2B 0259) ❑ Isolated Wetland Determination
❑ Jordan {15A NCAC 213 0267)
Project Name
Location/Directions
Bold Run Sibdivision
Property is located south of Bold Run Intersection near the intersection
of Polbida Dr in Wake County, NC
Subject Stream New Light Creek
Determination Date: December 19. 2014 Staff. James Graham
fe'-ature/FlagNot
Subject
E11/P* S ta rtc&" I
Stop cq)�
soli USGS
Subject
To
Surrey Topo
To
Buffers
Buffers
A
X P
X
F
X— Lp
X
C X
I Pond
L
X
X I
X
*E/I P - Ephemeral/iitermitteiit!PerenniaI
Explanation The teature(s) listed above has or have been located on the Soil Survey of Wake County. North
Carolina or the most recent copy of the USGS Topographic map at a 124,000 scale Each feature that is checked
gr .
"Not subject has been determined not to be a stream or is not present on the property Features that are checked
,
Subject'" have been located on the property and possess characteristics that qualify it to be a stream There may be
other streams located on your property that co not show up on the maps referenced above but, still may ge
N4fthCarolina
'V
V VAM,71119
North Carolina Divisio;) of Water Resources 1628 Mail Service Center Raleigh, NO 27699-1628 Phone [phone]
Internet ,wvv qoat -ruai t�or Location 3800 Barrett Drive Raleigh, NO 27609 Fax [phone]
An Equal Oppo•un;ty/Affirmawe Act on Employer - 500 Recycle '10% Post Cortsumer Paper

Bold Run Subdi% ision
Wale Count,,
January S, 201?
Pa0e 2 of
Lonsidered Jui isdictional according to the US Army Corps of Engineers and /or to the Division of Water Resources
(DWR)
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority -may request °a;determ ins tion by the
Director. An appeal request must be made within sixty (60) clays of date of this letter or'from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for g determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCape Unit, 1650'MI d Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
datis.
The owner /future owners should notify the Division of Water Resources (including any other, Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated'
above). This protect may require a Section 404 /401 .Permit for the proposed,activity. Any :ifiquiries should be
directed to the Division of Water Resources (Central Office)uat (919)- 8074300, and tile` iiSpAimy Carp of Engineers
(Raleigh Regulatory Field Office) at (919)- 554 -4884.
Y
If } ou have questions regarding this determination, please feel free to contact, ames Graham at (919) 791 -4256
l << d
Respect' Ily,
Danny Sin P
ith,�'Su ervisor `
Water Quality Section
Raleigh Regional Office
cc RROrSl4`;u File Copy w .
Brian Smith
Carolina Ecosystems lnc
3040 NC Hvey 42 West n
Clayton NC 27520
T
t

CAROLINA Figure 2: USGS
ECOSYSTEMS, INC. � ----� Feet
3m tic 4-1 rues,, Clayton. NC 275.2 r Boundary
t,91e) -585-5570 0 500 1,000 Bold Run Subdivision
Wake County
December 2014 C rit;som {2013) t S(IS 1 :24000 Quadrangle Map

� -- —<z
-7----PET POND #1
� BE USED �
DIFFUS-E-FLOI
E 2
-==9I PA N
BUFFER
b�
TEMPORAR
C'�:F'llll
\ f
ZONE 2~
RIPARIAIV`' BUFFER,--__
`-WET POND #" 3
TO BE -46SED AS
DIFFUSE FLOW
NOTE
ALL UTILITIES TO BE WITHIN RIGHT
OF WAY
�m
i
f'
,r
t,
�t
2.
3
1 j
3 3
IMPACT AREA
S1 - LINEAR FEET OF STREAM WITH IN LOD 148 LF 7 BENDS
S1 -STREAM IMPACT AREA 592 SF, 0 01 Ac
® INTERIOR BUFFER AREA (ZONE 1) 7,497 SF
® EXTERIOR BUFFER AREA (ZONE 2) 3,765 SF
S1 - LINEAR FEET OF STREAM WITH IN LOD
20 LF 0 BENDS
S1 -STREAM IMPACT AREA
85 SF 0 002 Ac
INTERIOR BUFFER AREA (ZONE 1)
2 027 SF
® EXTERIOR BUFFER AREA (ZONE 2)
821 SF
BOLD RUN SUBDNNION PREPARED FOR
SANFORD BAILEY
8900 BUD SMITH ROAD
WAKE aXff Y. NMH GRtMM WAKE FOREST, NC 27587
WACT MO DATE 1 -16 -15
PROJECT ENGINEER
STEWART- PROCTOR MIKE L STEWART
PROJECT CADD DESIGNER
Design Consultants JOHN A TEEL
sp 319 Chaponoke Road PROJECT SURVEYOR
Raleigh, North Carolina 27603
Phone [phone] Fox (919) 779 -1661 PROJECT SURVEYOR
ZONE 1 --I%
RIPARIAN
BUFFER
GRAPHIC SCALE
50' 0 25' S0'
( IN FEET )
1 inch = 50 ft
INC DWQ MAPS
AREA IMPACT MAP
FIGURE #.1

I
C ABC
Y 6Fe SA 6UPERPAVE NPHALT
SYMMETRICAL CUL DE SAC
WITH NO CURB AND GUTTER
NTS
3aR
15 30 15
&B
sd
TEMPORARY
TURN A ROUND
WITH EASEMENT
NTS-
\X\
NE6W PERRY 3d pERIMETER_ PG \� \�1'` \ I `� I ✓- � BM13DOB PO W2 _ BUILDING SETBAC j
I
PIN
30'WATER SUPPLY -­z_
! \ 2d PERMANENT
\ \CONST AND
` MAINTENANCE ESIAT
` 3d PERIMETER -, �
` - BUILOINGSETEACK.
S / SURE
\MEAD BY FROM ID
EA BANK ON EACH SIDE
C III
H�
APPROXIMATE WETUN 1.
>y '1LOCATIONAND HAS NOT
NOTE � \.=
UPON EXTENSION OF THE STUB ROAD THE DEVELOPER J / /��_�
�7( / _�z_=
OF THE ADJACENT PROPERTY SHALL BE RESPONSIBLE
FOR THE REMOVAL OF THE TEMPORARY TURNAROUND
AND THE RESTORATION OF THE AREA ..-
�
-25 TREE 8
_ 1 ✓ -.
PROTECTION CTION 2ONE 0NEI
SURVEYOR
�• \ 1/ I I I i j ui ��J � /ri7;ii
CAWTHORNE MOSS & PANCIERA PC
PROFESSIONAL LAND SURVEYORS C -1525
333 S WHITE STREET PO BOX 1253
WAKE FOREST I,
(919) 556 -3148
BEFORE B ACOUtRING A BUILDING PERMIT FOR LOTS MARKED W TH AN * THE BUILDER
MAY NEED TO OBTAIN A FLOOD HAZARO AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES THE BUILDERS ENGINEER ARCHTECT ANOCR SURVEYOR
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REOUIREMENTS ARE MET
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AR OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMAj 700 YEAR FLOOD ZONES UNTIL A FLOOD STLOY IS APPROVED BY
WAKE COUNTY AND/OR F E M A
/ 1
,ARTHURL WOLLETT
1 \ O B 13900 PG 158+ \
IN
,
/ 1, 22
S5 S; \I I\ \ <239SF
\\
PRCPDSEDC 1 \• ,
PVC WATERLINE \
-�\ C
� �wB vufiuc _
1 V A l AN ACCESS 19 v__ s4, A HI 1 II
MAINTENANCE / Zd PERMANENT \3373 SF
\ \ AGEMENT, CON9T AND• _. {
! MAINTENANCE ESMT \` \ \\ I 1 I/1 1 it
18 II 36528 SF/
340 SF i /11 \ \ \,/
\I1 11 1 I{ 1
)SDI { \ \I 39 V
e e TEE
I � WeLOCwNO\
.I
,I
-� 36 401 SF
�
- PROPOSERS' \ \ \ \ � \ \ \
PVC WATERLINE, \ / t; \59388 SF \ \
1 XIsn-
1� IDIR PATH _.
` � 1
50 TREE 8 VEGETATION
PROTECT ION ZONE I
51194 SF'—_ 50 SF``. ,cG_ ` \ \1 \ \\ \ \\ \/N /l Yo \ \ \�\v �� 1\ 1 111 � \ \ i - -�L %- IIi \�-
II��� \\
OF
IM}OING =1 F `J,� -_ \ Il, \ \ \ ~�"
=K - DEVICE 1 AS SE
l' p \ \ \� �I DRAINAGE%/ \/\ \ \ �\ \ " -� \ I \ \4\ \\ \ \ \ \t \ \ \ '` MBLY l \ 1 \\
\`IV\�l 1 E i � 100 WATER SUPPLY\
f l WATERSHED BUFFER
1 `t\ i'/ i \ \ MEASURED 50 FROM TOP \
I \ \` \1 •1 \f OF BANK ON EACH SIDE t
-MAtNTE ANIT ESM
/ \ J
AREA RE6>ERVILD F>?
FUTURE
DEVELOPMENT TO BE
RECOMBINED WITH
ADJACENT PROPERTY \ �l� I 11111
/�v3324 A, /t ^\ VIII
20tl WATER SUPPLY 1 I I'
WATERSHED BUFFER/„ �`\ I\ J7
MEASURED tOtl FROM TOP/ <� 1
/ \
OF fl4NKON EACH SIOF
ATER bUPP!Y \ II \
>NEDBJFFERV
oMA /VMa�AE / jj /\ it \J i/• PE
3PACE 1
A% • /�� D6 EDNOF JC 111
MATNTE14A�C POP ED 8' \ \ \ 38
730,$F,
\ . /PVC WATERUE "�^
36
BU FEUSEAS kRIPARIN \ \ \\ --50511 SF-_
FROM TOP 50 - \1, \ \ II \ ZS TREEa VEGETATON\
\ \FR CM TGPOF BANK ON
E0.CH SIDE
G
tt B�O'QU W DO,
SITE DO
y N
SITE
VICINITY MAP
NTS
EXISTING ROAD
RECOMMENDED ROAD CONNECTION
STOP CONDITION
O/ NSPA 1 1 \- 4 \ 1 1 V {\ TIN THOMAS SANER `
roi
OPEN SPACE / 1 1
/ _ �� V � � I OB 12149 PG 2771
I. ` / l7( / / j 1 I 1 / / i (�
NOTES
DRAINAGEESEMENSHLLBEP ROVIDE DF ORALL ARE AS
DRAINING 4ACRE5 OR4LOTS AND SHLL BE SHOWN ON THE
\ \� \ \
_ \ B M 1908 PG T00 `
`
PRESENT LAND USE I6 WOODED AND FALLOW
STREETS WILL HAVEA50'RAN
/ / II ( l 1 1 •Nasa2sw
i1 I
ERIMETER
(393086 F) �41� �` \ BUILDIKG SETBACK\
ALL CUL DE SACS WU.HA E A W RADUS
ALL RADII AT STREET INTERSECTIONS ARE ZS
50 RIGHT OF WAY
a 20 PAVEMENT
CL
L� e
It ` \` =` _ _`\ 4` `�- °m \��\ \
\`-
ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROUNA
1 1 1 _
/ / /�l } l~ ^`` -'� ` /%� -'" ` \N ` 7 ^l\ \ -
DEPARTMENT STEM TRANSPORTAIDN STANDARDS
WATER SYSTEMWLL BE COMMUNITY WATER SYSTEM
1p�
10
SEWER SYSTEM WLL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS
OPOSEO AND ACCES I / \
B'PVC lAINTENANCE / I1/
I J
(l ` I I ( / "or 100 a48ncb ePPh \� ��/ \ �i�
i =y—"t
ALL WAKECOUNINEROSIONCONTROLMEASt1RESWLLBECOMPUED
WTH DURING CONSTRUCTION
•PO,q
WATERLINE / 1
FASEM T I S/ - D I
\ \ \ { j I ( br row xpc / /\
/
IS,TREE& VEGETATION / '" / ^/\ Nlp / �-�_
I '100'WATER \n -"
ALL FING_,FLOODHP2ARD REGULATIONS WLL BE COMPLIED WITH
ESMT iE 14
/lr
I
PROTECTION ZONE ( / SUPPLY J WWATER SUPPLY -,-_� B IP
\ ( ( WATERSHED BUFFER \\ -' - _. \ J� y`T /
\ \ / \
+\ 1I 11
DURING COII6TRUCTON
LOCAL
'A' /C/CESS
J3 25F1 / !� --
\1 \ \\ \ ( / / MEASUREDWFFOM TOP \ \
\ \` / q6 PER 9ACRE DRAINAGE / 1 0
(1 \ ' 1 OF BANK ON EACH SIDE �. - - / I
`\ AREA REQUIREMENT `\ \ / /
TOLTHE SUBDIVI610N OFFICE BEFORE FIN.ARPLAT APPRLOVA�SUBMITTED
TOPOGRAPHY MAPS AND
Id�U,
/(/ •IN m J / /'' ///
J ///
CUT
TOPO TAKEN FROM WAKE COUNTY
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS
CONTOURINfTERVALIS2
LOT
NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYOOWN
FILL
CCNTERLINC
130 io w/L
4 MIN
// J / `
RESIDENTIAL STREETS
TYPICAL CROSS SECTION
PROPOSED
„J /
NTS
PVC WATERLINE
THE DEPARTMENT OF TRANSPORTATION WLL NOT BE RESPON5IBLEFOR THE
PERPETUAL MAINTENANCEOPBMPS
-25 TREE 8
_ 1 ✓ -.
PROTECTION CTION 2ONE 0NEI
SURVEYOR
�• \ 1/ I I I i j ui ��J � /ri7;ii
CAWTHORNE MOSS & PANCIERA PC
PROFESSIONAL LAND SURVEYORS C -1525
333 S WHITE STREET PO BOX 1253
WAKE FOREST I,
(919) 556 -3148
BEFORE B ACOUtRING A BUILDING PERMIT FOR LOTS MARKED W TH AN * THE BUILDER
MAY NEED TO OBTAIN A FLOOD HAZARO AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES THE BUILDERS ENGINEER ARCHTECT ANOCR SURVEYOR
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REOUIREMENTS ARE MET
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AR OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMAj 700 YEAR FLOOD ZONES UNTIL A FLOOD STLOY IS APPROVED BY
WAKE COUNTY AND/OR F E M A
/ 1
,ARTHURL WOLLETT
1 \ O B 13900 PG 158+ \
IN
,
/ 1, 22
S5 S; \I I\ \ <239SF
\\
PRCPDSEDC 1 \• ,
PVC WATERLINE \
-�\ C
� �wB vufiuc _
1 V A l AN ACCESS 19 v__ s4, A HI 1 II
MAINTENANCE / Zd PERMANENT \3373 SF
\ \ AGEMENT, CON9T AND• _. {
! MAINTENANCE ESMT \` \ \\ I 1 I/1 1 it
18 II 36528 SF/
340 SF i /11 \ \ \,/
\I1 11 1 I{ 1
)SDI { \ \I 39 V
e e TEE
I � WeLOCwNO\
.I
,I
-� 36 401 SF
�
- PROPOSERS' \ \ \ \ � \ \ \
PVC WATERLINE, \ / t; \59388 SF \ \
1 XIsn-
1� IDIR PATH _.
` � 1
50 TREE 8 VEGETATION
PROTECT ION ZONE I
51194 SF'—_ 50 SF``. ,cG_ ` \ \1 \ \\ \ \\ \/N /l Yo \ \ \�\v �� 1\ 1 111 � \ \ i - -�L %- IIi \�-
II��� \\
OF
IM}OING =1 F `J,� -_ \ Il, \ \ \ ~�"
=K - DEVICE 1 AS SE
l' p \ \ \� �I DRAINAGE%/ \/\ \ \ �\ \ " -� \ I \ \4\ \\ \ \ \ \t \ \ \ '` MBLY l \ 1 \\
\`IV\�l 1 E i � 100 WATER SUPPLY\
f l WATERSHED BUFFER
1 `t\ i'/ i \ \ MEASURED 50 FROM TOP \
I \ \` \1 •1 \f OF BANK ON EACH SIDE t
-MAtNTE ANIT ESM
/ \ J
AREA RE6>ERVILD F>?
FUTURE
DEVELOPMENT TO BE
RECOMBINED WITH
ADJACENT PROPERTY \ �l� I 11111
/�v3324 A, /t ^\ VIII
20tl WATER SUPPLY 1 I I'
WATERSHED BUFFER/„ �`\ I\ J7
MEASURED tOtl FROM TOP/ <� 1
/ \
OF fl4NKON EACH SIOF
ATER bUPP!Y \ II \
>NEDBJFFERV
oMA /VMa�AE / jj /\ it \J i/• PE
3PACE 1
A% • /�� D6 EDNOF JC 111
MATNTE14A�C POP ED 8' \ \ \ 38
730,$F,
\ . /PVC WATERUE "�^
36
BU FEUSEAS kRIPARIN \ \ \\ --50511 SF-_
FROM TOP 50 - \1, \ \ II \ ZS TREEa VEGETATON\
\ \FR CM TGPOF BANK ON
E0.CH SIDE
G
tt B�O'QU W DO,
SITE DO
y N
SITE
VICINITY MAP
NTS
EXISTING ROAD
RECOMMENDED ROAD CONNECTION
STOP CONDITION
)�/ / / ' • 'ice / /
O/ NSPA 1 1 \- 4 \ 1 1 V {\ TIN THOMAS SANER `
roi
OPEN SPACE / 1 1
/ _ �� V � � I OB 12149 PG 2771
I. ` / l7( / / j 1 I 1 / / i (�
NOTES
DRAINAGEESEMENSHLLBEP ROVIDE DF ORALL ARE AS
DRAINING 4ACRE5 OR4LOTS AND SHLL BE SHOWN ON THE
\ \� \ \
_ \ B M 1908 PG T00 `
`
PRESENT LAND USE I6 WOODED AND FALLOW
STREETS WILL HAVEA50'RAN
/ / II ( l 1 1 •Nasa2sw
i1 I
ERIMETER
(393086 F) �41� �` \ BUILDIKG SETBACK\
ALL CUL DE SACS WU.HA E A W RADUS
ALL RADII AT STREET INTERSECTIONS ARE ZS
- --
L� e
It ` \` =` _ _`\ 4` `�- °m \��\ \
\`-
ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROUNA
^`�� I � � 1
1 1 1 _
/ / /�l } l~ ^`` -'� ` /%� -'" ` \N ` 7 ^l\ \ -
DEPARTMENT STEM TRANSPORTAIDN STANDARDS
WATER SYSTEMWLL BE COMMUNITY WATER SYSTEM
/ $393U IC• / /J,1/
i1 DRAINA ( l / I / ( J I /
I (
J __� -- >2 � \�
Ztl BUILDING 1 / l /- _ _ `A411 muFtM -'�� j"� 3?<TW_ \ \
SET�CK % l / 4be�orytl \ \�)
SEWER SYSTEM WLL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS
OPOSEO AND ACCES I / \
B'PVC lAINTENANCE / I1/
I J
(l ` I I ( / "or 100 a48ncb ePPh \� ��/ \ �i�
i =y—"t
ALL WAKECOUNINEROSIONCONTROLMEASt1RESWLLBECOMPUED
WTH DURING CONSTRUCTION
•PO,q
WATERLINE / 1
FASEM T I S/ - D I
\ \ \ { j I ( br row xpc / /\
/
IS,TREE& VEGETATION / '" / ^/\ Nlp / �-�_
I '100'WATER \n -"
ALL FING_,FLOODHP2ARD REGULATIONS WLL BE COMPLIED WITH
ESMT iE 14
/lr
I
PROTECTION ZONE ( / SUPPLY J WWATER SUPPLY -,-_� B IP
\ ( ( WATERSHED BUFFER \\ -' - _. \ J� y`T /
\ \ / \
+\ 1I 11
DURING COII6TRUCTON
LOCAL
'A' /C/CESS
J3 25F1 / !� --
\1 \ \\ \ ( / / MEASUREDWFFOM TOP \ \
\ \` / q6 PER 9ACRE DRAINAGE / 1 0
(1 \ ' 1 OF BANK ON EACH SIDE �. - - / I
`\ AREA REQUIREMENT `\ \ / /
TOLTHE SUBDIVI610N OFFICE BEFORE FIN.ARPLAT APPRLOVA�SUBMITTED
TOPOGRAPHY MAPS AND
Id�U,
/(/ •IN m J / /'' ///
J ///
7 / / \\ ` \ `�/ // / / J ( 1\ 1/ �I . i
TOPO TAKEN FROM WAKE COUNTY
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS
CONTOURINfTERVALIS2
)�/ / / ' • 'ice / /
/ i /�' -; I-.-
I. ` / l7( / / j 1 I 1 / / i (�
\\ \\NIF ^ ------
GLENA DARCH \ I
DRAINAGEESEMENSHLLBEP ROVIDE DF ORALL ARE AS
DRAINING 4ACRE5 OR4LOTS AND SHLL BE SHOWN ON THE
32041 SF /
( 41729
/ / II ( l 1 1 •Nasa2sw
i1 I
B198/PG `-' t �\ -"
CONSTRICTIONDRAWNGANDONTIEFINALPLAT AMR
LD
SUCHAREASCANBE DETERMINEDANDHAVE BEENFIEVENREO
- --
/ r�i
=FLOOD HAZARD SOILS WAKE COUNTY TOOL Vt 4 WAS USED FOR ALL STORMWATER CALCULATIONS
/7
BM ZDS \ /�I
PC
HOME MBE
/ 771 • J� / /
/ / % II'
Btl PERIMETER / / / J f/
-' /
`
HOMEOWNERS W RESPONSIBLE LE FOR MAINTENANCE
THE HOMEOWNERS ASSOCIATION WLL BE RESPONSIBLE FOR MAINTENANCE
THE
\ \HD \ \1\
\\ \ \` \ \\ \1111
\ \ \ \ \\ \ \ \ I ,
BUILDING SETBACK / J /
J
/ -�'-" ` ( r \,\ rL —
OF THE OPENSPACESINTHIS DEVELOPMENT
ECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PUNS AND
DRA 'A.0 /�i j 1
/I /
/ / % /I /'
711 j /// / /�/
\�\ / 11( /
// __- - `- JJ /( ^" '� �J/ /
_ `� 1 I /
OR REPLACED PER WAKE COUNTY LIDO
NX) SHALL HAVE DIRECT ACCESS TO BOLD RUN HILL ROAD
JJ JORAINAGE
/
/ J MAINTENANCE J /'�
/EASEMENT 12 /
Id�U,
/(/ •IN m J / /'' ///
J ///
__ / , __
-� \�^"� %III l /' j ,.,1 /` - -
/'�
-� "� J/
^ ~1 \�__
LOT
NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYOOWN
I 1 / 1
SF
I , /
a i'!� / / /'' /II
\ �- \ I / /l
/ �- j % / //-
I-
�~ l
RECEIPT OBTAINED PRIOR TOCONSTRUCTION
OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION
�I (7 I I 7(33750
-, \
O !
y
,\ ;�
�`' =`\\�/ // / //� /J
I'
____- _ ^'-'� \` -/
- \ \�` ` _- /
•, (`
THE DEPARTMENT OF TRANSPORTATION WLL NOT BE RESPON5IBLEFOR THE
PERPETUAL MAINTENANCEOPBMPS
quryYI 371610 SF
/
THIS PROPERTY IS LOCATED IN THE RURAL AREA OF THE
FALL SUKEUNOMANAGEMENTPUN IMPERVIOUS SURFACES ARE
NTH STORMWATER DEVICES
NOT LOTS SHALL HAVE DIRECT ACCESS TO BOLD RUN HLL ROAD
ASSOGAT
1
i
HLOMEOVJNERS ON W LL BE RESPONSIBLE FOR THE OPEN SPACE
__7
11 Il ;\ \34989 SF l f
{ 1 l \1111 \ \1 \ \ \\I\ i \l I
\II\ \ \ \\ \ \�.� \ \ \`\ ( / /� �� j/� (
1\ 1 \111\ .\ \ \ \ \ \ \\ \ \ \ \ II (`' /AO ONES LOWERY
( DB 22W4 316
MN 1822W49,5424
IIANENT 1 1 1 1 10 1 1 i \ \ \ 11 ) 1 I I 111 1 (\ 11\ \ 1 1 1 1 1 \ \ \ J \\
r al+D 4 3M 11 j 1 34 846 5 Y/ I 1 O 1 1 11 1 1 1 1 1 1 1 1 1 \\ I \Ili \ 1 1 1 \ 1\ \\ \\ \ \ \
EI)f /'I1� I \I \�1111 i�i 111\ / 1 I{ \Illy I \1111 \111`, \II \�11 \I \I \ \ \\
\)(I II L I 35513 SF11 1 I1 1\ \l \\
17111 11 II \ 111V L I I` i I I I`vg11f 11 1 Il
111 \1AAA11\1AAAvv� vvv c v vv
VICE 14 1, \ \1 I it III j i 11 1 III a 1111111111 \ \ \ \I \
\ \ 8900 BUD SMITH ROAD
LEGEND STORMWATER CONTROL AND MANAGEMENT
GRAPHIC SCALE
FOR REVIEW ONLY
7SMSF = MAXIMUM IMPERVIOUS ALLOWED IMPERVIOUS CALCULATIONS
NOT FOR CONSTRUCTION
/1335 63 \ (, / / / /1 / /w \\ \11111 \.--
/ / II ( l 1 1 •Nasa2sw
i1 I
\ \
\
\ \ \ \ \ \ \\ \\ \ `�
\ \ \ \ \\ \' T` \\ �- - --
\ \ \\ \
- --
MINIMUM BUILDING SETBACKS
=FLOOD HAZARD SOILS WAKE COUNTY TOOL Vt 4 WAS USED FOR ALL STORMWATER CALCULATIONS
FRONT. 15 (SEE NOTE)
TEMPOR1nRV, l \ \ \I \ \ \ \ \ \ \ \ \
\�
&�OBLIMITED ` \1 \\1% \1 \ \\ \� \ \ \ If 1
\1'11, \II
I Inch a 100 fL
5038 PGPART 290i j�\ \ \\
\\
11` IPNO ACCESS ASSEMBLEµ
\ \ \'1\ I \
\1
\ \HD \ \1\
\\ \ \` \ \\ \1111
\ \ \ \ \\ \ \ \ I ,
NOTES NOIDWELCINOM))ALLBELOCATEDWTHIN
31YOFTHEPERIMETER OFTHESU801VISION
I 1111 EASEMENT CE \
\t \�
1 \1viL
l \ \\ `1
REGARDLESS Of THE SETBACKS LISTED ABOVE
LEGEND STORMWATER CONTROL AND MANAGEMENT
GRAPHIC SCALE
FOR REVIEW ONLY
7SMSF = MAXIMUM IMPERVIOUS ALLOWED IMPERVIOUS CALCULATIONS
NOT FOR CONSTRUCTION
IMPERVIOUS AREA PER LOT TO BE LIMITED TO 7 500 S F
THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY
PLAN IS SUBJECT TO REVISIONS DURING
=FLOOD HAZARD SOILS WAKE COUNTY TOOL Vt 4 WAS USED FOR ALL STORMWATER CALCULATIONS
( IN FEET)
THE CONSTRUCTION APPROVAL PROCESS
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CAWTHORNE MOSS & PANCIERA PC
PROFESSIONAL LAND SURVEYORS C -1525
333 S WHITE STREET P 0 BOX 1253
WAKE FOREST N C 27588
(919) 556 -3148
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R MO OT 12749G 277
BEEN URVEYEy 1 � 1W WATERSUPPLY BM 19PG 70
WATERSHED BUFFER \,PIN 18220143\
OF SANK N `
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_ PIN 1320269 U24
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SKIMMERIRISER DRAINAGE DENUDED 010 SURFACEAREA SURFACEAREA STORAGE STORAGE BASIN SIZE WEIR SKIMMER a1
STORM SEWER PIPE CHART
PERMANENT STORMWATER DISSIPATOR DESIGN I BASIN AREA(Ac) Ac (CFS) REQUIRED PROVIDED REQUIRED PROVIDED LzWxD LENGTH
DA DIVERSION BERM PIPE SIZE DRAIN 025 LENGTH SLOPE INVERT INVERT SIZE SB #1 WBAFFLES 8 18 1 95 17 8 7 739 SF 7 675 SF 11,088 CF 20 349 CF 125k63k4 5 10
= -=CFO AREA CPS FEET % IN OUT LENGTH WI DTH D50 LINING SB#2 WBAFFLES 110 084 318 1382 SF 1431 SF 1980 CF 2981 CF 53 x27 x45 10 s rN
1�' � DB -1 Ac FT FT THICKNESS R SS ##3 WBAFFLES 590 065 170 7 412 SF 7 442 SF 10 620 OF 1� 140 OF 122x81 x4 5 10 SKIMMER 62
WBAFFLES 377 068 ' 109 4738 SF 4802 SF 8786 CF 11868 OF 98 x49 x45 10 cncm.l. aMmm »ea. _
^036 PIPE A 36 RCP 23 2 37 8 108 4 63 348 00 343 00 24 0 9 0 13 24 CLASS 1 1 DIMENSIONS LISTED ARE FOR 801 IUM OF BASNS ` ��- ` ' �' -�� \� �\ .n bubrc F..I qpn' +4 mcn g
gpe W/F E S ALL SKIMMER BASINS TO HAVE POROUS BAFFLES \S \ \ ee nml.n
pV,Ng dOE.yO4 T SKIMMER BASINS TO BE CONVERTED INTO STORMWATER \ �\\ m¢, bl.m,l.r ncnV +l Cci
vo exce. vra- aeo Ra PIPE B 18 RCP 318 7 02 88 882 36600 36000 90 4 5 8 18 CLASS B �� \ � I\\ °
PIPE C 24 RCP 443 918 60 3 DO 36000 35820 120 60 6 18 CLASS B \\ \ SKIMMER P3 1
a gar) °'' F� r ex w2x PIPE D 18 RCP 3 69 8 10 80 1 87 384 00 383 00 9 0 4 5 8" 18 CLASS B \ \I \ Q \ ` \ _�_ s0mma%axNCVbw.I»I� ekro4.r ev. AF muI
T aDNA wn as PIPE E 18 RCP 103 29 80 083 373 50 373 00 9 0 4 5 8" 18 CLASS B \ \ / /Q �- ` `\ \ \ \ �� \ \ \
H �b PIPE F 18 RCP 3 08 6 75 60 0 68 371 60 371 00 9 0 4 5 8 18 CLASS B ii 1 \� 2 \ \ \, 31o.n ae:, P.au. a nw.4 MMMW III
PERMANENT STORMWATER o
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DIVERSION BERM
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SOUSLOPE Dl \ \\ \ WATERSHED BUFFERS `� /� C I \ l l� , � 0 3148 PG 539
Dip/, / 11 42 309 3E
/ ( \ i , , \\ \ \ ! , \ C J CPIN 182249 -5901\ \
CHUNK SLOPE • laY T ,\ �\ `A6 PER B ACRE WAGE % 42 068 SF 1 /
\l _AREA REOUI EMENT �' \ \ g 'Z3 \
T•YOS IGAfa.49)W zi A A V / DEVICE a2 \ '� A\ V 1 1 1 1 r 1 l
T�rNfA wn -20 PaF F_x ���� (SEE 6HEET8FORil /1 �'. t ) \ \ LIMIT60F \\ \ \ \ 38340 SF \
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Lsare -ar I ti VA A `PR \ VA 1 A � �� \
A -'1_ vvv v ( ' \� \ GENERAL NOTES
39 289 SF /V
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58 246 SF -"-� / '�` ` \�� �' )' i P✓ ) 1 \ \ `\ \\ \ I� �\ \ /Q CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
PERMANENT STORMWATER \ T` 1`111' - "_ j / / ' , \ \ \ \ i 36 40 SF \\ \ ) UTILITIES AND SHA L 8E RESPONSIBLE FOR ANY DAMAGE p
9 RESULTING FROM HIS ACTNITIES CALL UTILITY LOCATOR SERVICE +O
DIVERSION BERM = = r / F /, //� i�;,� , TEMPORARY nQc
DA- Oa0ACE5 `� - ✓) I�� \._.- \ \ \ Gv' ` 1 48 HOURS PRIOR TO BEGINNING EXCAVATION
Taa -212 Cf8 DB -3 1�--- ,�r^b0� /JJ�) / L 1 -M 22• I -\\ ONERSION\\\\ 1, `` = -1 \\\ \ \ l �� ti \ 1
j / / i y \ M '`/ ` \ \\ \ \ \ \'l C\, \ ) CO SiftUCTION ENTRANCE r.1
USE wNNNQa EO. V i \ /// , _-E y T / \� \ \ \ -, \ 1 \ \ \� \ \ 59388 SF S `50 FT X25 FT ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE L . p
e -Z / )1 ) OPUBLIC ��L �� I \ �� \ \ \ \ \ I \� , 1 VJIiH THE WAKE COUNTY DESIGN STANDARDS AND SPECIFICATIONS l
n A36 ✓ / / / ( � I I I 1 \\ \ ) L\ , 50 TREE M VEGETATION',' I\
/ % ( \ \ \ ��
DRAINAGE \ 1 G �-"\_- /' ( j ` \ _ 1 ) ) PROTECTION ZONE W C] Of
SIDE SLOPE al ! /'-' j ( \ ) \ - _' ^� O i \ , \ �` \ I \`
T / II` 1 \ (
AND 1 \ -- `� 1 \ 1 \ \\ \ \fit \ /',- CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE >
CHAM6 SLOPE.IM L 20'PERMANENT 1 \ \ ) \ ` MAINTENANCE- r 2V PBBMOB.4BM O , 1 I I l l k \ ( \ �= \ ' \
\ 33 793 SF _ R l \ \ \ _ - \ \ \ ,f\ `\ 1 `' CONSTRUCTION ON THIS PROJECT MAY BEGIN O
DEPIH -OJT Vra•1]a FT9 - ,- \LONSTANO �, \ \ 1 ` ,/ /,J ) I c , \``
IIBE EJCf881oR LATINO 3 ( ( (\ \ _ MAINTENANCE ESMT \ \ \ 1 \ \ \ \ OOASEMENT CONSTIRVIGE \ `- i /.I++ " �1J ( \ \ \ \ \� \\ \�= \�`� \ (n X
TYPE -O 11 - NIF ~ 1 1 U MAINTEf88H.�E@7'6T OR \ /( ( II 1 l \ , =
r�wn -uP¢ I-�-I Ex cute , - -- \ \\ \ "`\ \ \\ \ \ ' - -- , 38528 SF` .. \ - 1 1� -
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81GtH -m �- \`\., \ \ I` \ \� \� \ \ ` 51194 SF"-- - \�]` \ I \ \ \\\\ \ �-+-
G1 \ \ \ \ \ \ ` T' ' \ \ \ 5`\\`. DISTURBANCE
� - \\ \ \ \ \ \O``- / ` 1
PERMANENT STORMWATER �E'E. RAINAGE DNERSION BERM I ND ACCEM -IID AO� 100 NCUSaU FER 1 \, \ - _ O RIPARIN BUFFER i \ \\ -- - \ 1l 36 \ \ \ OSa SDCFB ` \ \ \ \ \ _ _ � ` A6EMEM \\ \ \ \ \ \
DB -4 MEASURED SD F 0M TOP \ \ \\` �x \ , / \ \ n \ I g
IxE NAlal1N19 En OF BANK ON EACHSIDE� ' \ \\ \OILY FENCE _� \ \ \` SF\
\\� \ \ 38508 SF
n. �_/ \ NEUSE RNER RIPARIN \ ( \
SIDE_ -31 T �-, TO -I \ \' \ -�� =" = „�I )J,' \ \� \��' `\� � \t � �'\ ��' \� ` ,BUFFER MEABURED50' � \� \ ���- -� \ \� I \ \ \ 25 TREES VEGETATION \ \�
OWNNEI. BLOIE -OaT < 11"11 111_ J \ ` \� FROM TOP OF BANK ON ( \
DEPTH 09''T46-4Ba RTB I'-� \I I 1 \_ ~ ,. - \\' \ ^wt /_ ,! T \ - J%r �\ c\ Ipp \ \ v \�` \• ` .\ \\ EACH 6IDE \ )` / \ IIPROTE`\ N ZONE
DEE ExCHHORwrnND r L `J _ \� .�/ - \ .• y� / _- =- '1 �` ti� \' \ -.` t \ I \
T-m6aeK9a+La Ia P� 1 '`''' \ =- '= t °oimee oN --{ IC/: \ / BAI S
ex aAOE "� � I . yi
T@KA wn -rA P6F I� -, APPROSIMATEWETLAND '- �1`L!,_'i�� ;BEE SHE`sDErAi \ ' /�_•_ \_' OFD_ \
LHAIH -CO' 1r`� �\ \ "?�� /% Ir/ N."'' \ \��^ \\ \ , \ \ S�J I / DU6TIN TIgMAS &1KER
',LOCATION ANDINS NOT ` 1 ` '\ MAN J .%.\ -r \ _ _ _ Jl /OPEN SPACE_ J, \ , `
\ DB 12749 PG 277 `
�, t \I INTENANCE ESMT -�� J / �_ CONaBRVATIO �\ ( \\' \` \�\ �- _ PIN 19220149Ba8/\
PERMANENT STORMWATER i \ _ S ^_ \ = ` h\\ + J \ 00 WA ERSUPP Y _
B #3� wruRALA _
DIVERSION BERM / L\ i > > \tY. T I \ \ \\ WATERB AX' FER
/ \ _ \ -\ /� r \ .”` ` \\I \�i \i { / \ I MEA6URE050'FROM TOP
DA -o.45 ACRD \� /r / OF BANK ON EACH SIDE
Ora
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^ -Atl /I i / /rte �_� \\ )(i -�� -\ \`i "t \N' DRAINAGE
r ` Low- 7e 3436 I I
SDE BLOPE -01 /r - \��1, I-' \\,\` ` �\` ! ) / ( ANDACCE66 / - \ I 1 / I I / r ___ -__�\ /,' -, `•
OWN86LOE lOZ 111\ (/r —\l �J.lr!� -\��i \ \ \�\ 11\ \ i MAINTENANCE' ?p p1, 11 I J ( / - ��. /,/ \� / -r \ ✓%�
DEPTH 0S"m_V,_ E%CHHOR LATINO T )II \11 Vii( II % _��.,.� -.�~_ \\\' / \ \ \\ `+ \\ 1)i // / / EASE �CLT�1 1 O ,I ` `PROTECTION ZONEMIv J / \ // 30 WATER SUPPLY=_/- NIP /
_ /y / l III WATER SUPPLY ` \ B I�
_ \\\-.. I) \ \11 /i J""`�r\ ` =` �(,7Y',(���1 \ \� \ �% \\ \ % 4 ` \ 1 l , \ \ \ \ 1 I I J WATERSHED BUFFER WATERSHED BUFFER -
TOBM(AMAD .P6F� I"S 1 1/, jllll/ ifJlF \ . /Zl� \\\ �� \\ \_ - 20 PERMANENT , /� -mil / / / /�i'��- J 111\\\\ \\ I I I )OF BANKEON EACHSIDEP \ \ \��.% -� �� \�_ %/ O
J /J)BTLER LIMITEDPARTNERSHIP ^`- F`1 \\ \I1 JLCO ST ANDc 1 = 32462 SF' _ - fl I \ 11 J / \\ AREA REOUIREEM� -_
�� / ` I
, AINTENAN E 3 -
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NOTE ,F 77 - --
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1 HIGH STORMWATER DIVERSION BERMS �\�(�) \)I /)1/ / /�-- -\\ / \\ d \ DEVlce A4�/ N cLENA
TO BE INSTALLED WITH MINIMAL LAND I'J / / /J 1 J / �� l /�'I �1 �r /I t /`' / / /rSEESHEEn FC 13 r/% ;/ / O- i ::I-- �� / II 1 / / J
DISTURBANCE BERMS TO BE INSTALLED \\\ / / i� %rr y� t'I Y /' / ' __ \` -/ / I i ( / / / / /- -BROBINL
AFTER PERMANENT DETENTION BASINS \ \I1Ri//% // //r \\ �I / \Ily \ /DETAIL / 32 HORSESHOE f / / 41 729 SF \ \ -� J I / / / / / / I / DB S92a PO 9,
/ // f / /"- /�-� \ ✓/� \ 1 1 J "� / // /INLET PROTECTION / / // V _ -`\\ /) I I (/ / r / BM 19e7 HAVE BEEN INSTALLED AND APPROVED 11� =� // / /(I \ ' / / i5 h I / / - \`'� I 1 / i /J r /r rPIN Ie221I4s2)I4.._\
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BY WAKE COUNTY EROSION CONTROL `` / /// r J /j _ \ /1 IIIIi r 11 M11 1 BEM ` IttPI / // / r - -.\\ \\ / f1 // / j / // / / - _ i Kvas g R re
INSPECTOR �i // i ( \ /., \ 11{Ill \�\ I �a / }P �i, —EM-` r!o�� // / /li - ����� /I /. / // / / /_ -\ ( r\..
// vv yI V\li 1V ) 111 bPUA�'�/ %
'/ DRAINAGE
STA TEMPORARY 14.27 RIGHT 61DE5'HEDULE TO INV JUTE
IPE D9TA t0.35L2 `'/ / // / /"'J/vII\ \\\ ! \�/ ^III \\ \) II 1 II 11 /1 /JMAINTENANCEI 12/ / -
STA t5r42 LEFT SIDE L+ TO ENKA MAT 9TART8 BTA 14.R6L^ / / / / 1 1'11 .I I \ I V ( I I EASEMENT
sin is neicili sioEiz io Inv aivs e sia ^e.iu ii -/ �/ // -\ �\ \\\ 1� I j \) I`11(� III, / 1 1139250y$F / ?' � (
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PERMANENTD ?CHPR- 0- 1NSCHEDULE NV
ENKA NAT / rJ / \ \ I ( ��� \ 11 I , I ( I / J / CNECKI I
'DAM t I 1 137610 SF I/ 1
STA 14.28 LEFT 61DEL2 TO INV PPE C STA Z3.10 L3 / J ) \) ^t 1 I �� _ ��` y I 1 1 )I I ) I 1 f / I �' I I'$I I;' I I I ! /I - E%ISTIW � \�\
�'' ` cT'I PI l i 1 it I' L, III111 =1 I; , IY sTOrE
� \\ 1 vl � ,:X✓XeS'(i�rei' �`\ - --_'�
LEGEND - --` -' \ \l N //k 1 ,/ AREA REeERVEDFOR ` \ II t 1 I t ` i / \ _/ /
l /, 1 \ I I 1 1 \I LIMITS I: ,
( ,k FUTURE
® RIP RAP ENERGY DISSIPATOR �- �� J '\ I I- y I DEVELOPMENT TO BE th \IiI I I I I t \989SF \ u (DISTURBANCE \ \ \\ \ \ \ I /~
RECOMBINED WITH \ , 1 III III I I \ 1 II 1 t I I \ I \\ \ \\\ \\ ',
-_ r \ I/\ i
SKIMMER /RISER BASIN / /I�AD.IACENi PROPERtt� 1 rZJ Fill (II\ \ 1 \ \\\ \ \ \V \\ O` \\ \ \ `\ N\\ N 1,
® �- / .( 3-AC \\\\\\\ 1 \
•- TEMPORARY MATTING /'� "� 1 \ 1 i /I 1 Ii,l l I \,'32\48o SF \\
l \ \ \ �(I 211C'WATER SUPRV I�I11�1 \ \ \1 ` +)\ 1111 ` I / \
k +- ENKA MAT 1 f WATERSHEDBUFFER N/ \ it
l I \ \
/� 25 TREE 6 VEGETATION l' \ , \ \TEMPORARY t +' \
� _ MEASURED 100' FROM TOP ��/ �{ 1 1` I / I I 1 , \ \\ \\ \\ 1 \ \ \ \ \ \
OA ,l PROTECTION20NE1 /' oFBANKON EACH 6IDE /'�� \\ I �'/ \ t \ ( I �\ \ \ \ \\ \\ \ \\ \\ ,1111\ \ \ I { 1 I II /AGNESM LOWERY
STORM SEWER PIPE /-'r `�/ / 1 / J / /�v / / J r ) ) III 1 I l 1111 \ \DIVERSION I , \ \ \ \\ \\ \\ I \\\\\\\\ \ \ 1 I { 1 I PIN 1822 02 69 5424
TEMPORARY DIVERSION DITCH J /�-� - ) ° J I I % I ,(p��/ M/1 y \ I 1 1 �' I Iv \ ,Ij I\'�- \ \ \ \ \ \ \ I l 1 I
\\ </ ! / // /' / e WATER GUPP V /�� �/ \\ 1 Ilt \ \ \1 \ \'\ i 1( 1 ) \ \\ 1111 \ \I\\ \
WATERSIffDBVFFERG // i - \ 1 (�
GRAVEL CONSTRUCTION ENTRANCE \ /)� j� / /�� AS �ERSACRE DFfAINACE ' //� J /I(- \`\)1� I PERMANENT I \ !I 10 1 I \ \ \^ \y \ IN,
I
` `Ff "AREA REOUIREMENTYb �i CONST I I I O I \ 111 ) \I I { \ I I ( 11 \ 1 1 t h 1 \ I I 1 I l \
M.ME CE ESMT), y l (t 34 848 SF t 1I l O Wit
I I I I I\ t 1 1 1 \ I I I \ l l l \\
-6F- SILT FENCE \ t 1 t I I I i ,III `oPENSPACE I I) I, n� , ^�\ 13#4) 1 1 ,) I t I y 1 I (I t 1 I \ 111 \ \ \ GRARHIC SCALE
c 1 \ `"1 t 1 I % t I i III //i _��coNSPoVnnouse EmF /A1 )1 J K �� I )It 165513 sF1 1 I\ 1 l 1\ \ 11111 \11 °1111\ \m \\
\ ! 1 / / /! ✓'/I`� r - T,EA / 1 i' I L- Ill I I 1 11
LIMITS OF DISTURBANCE � I 11 1 J / / //j / /%i /I'� \ �(4Bl4BLis SF) )411(4 �\
� CHECK DAM \ \ { / 1 I I l / /, / / /// ,.� / /// /rte- \ \v 1 ,
RIP RAP \I I (/ / � l!!j �J // / �� ice_ /- \\ \1,\ ` _ \� III It II ) i li (111 I I III II \ \\I I \x\;` 1111\ \\ "\ (.IN FEET')
p SILT FENCE OUTLET \\ \) `% ) 1 ' I I I -� NIP \ \I 11 1\111\ \� \ \ \stn\\= 100 \fl
l
\ I 1 1 I fit I l 11111I', )// ` ^r /-- - i�/63563
SURVEYOR /// \ " " 1v , J / /�l\�IW�ET \ D�ETE1NT1\ION 1 'II I ) II 1 I(I NiEMPORARY, \ \
CHANNEL DESIGN D 1
MGFN✓AY METHOD
O A .389 ACRES
023 -15 B CFS
USE MANNINGS EO
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5 t 9 ° 71 035
_ SIDE ELOPE • 3 /
CHWNEL SLOPE• 100%
DEPTH - 0 51 V25.6 92 FPS
b -} 118E RIP RAP DIKW LINING THICK -Ir CLASS
T•YDS 82 4(0 51) 10.3 2 PSF
T (ENKA MAT - 2 0 PSF
LENGTH - 17D
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DEPTH • 075 V23.467 FPS
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LENGTH • 24p
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025.131 CFS
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T (ENO MAT) • 20 PSF
LENGTH - 75
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CHANNEL SLOPE•100%
DEPTH - 0 45 W5 • B AS FPS
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333 S WHITE STREET, P 0 BOX 1253
WAKE FOREST N C 27588
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8900 BUD SMITH ROAD
SAKE
(919) 556 -3148
DISTURBED AREA = 7.3 AC
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WAKE FOREST N C 27587
NOTE
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BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN RL THE BUILDER
LEGEND NOTE
WET DETENTION DEVICES TO BE CONSTRUCTED AND
SERVEIT SS IS
STORMWATER CONTROL AND MANAGEMENT
FOR REVIEW ONLY
DRAWING
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES THE BUILDERS ENGINEER ARCHITECT AND'OR SURVEYOR
T5W 6o MAXIMUM IMPERVIOUS ALLOWED WET DETENTION DEVICES 1234 AND 5 DESIGNED
STABILIZED AND ASBUILT SURVEWU.
ONCE SITE IS STABILIZED AND ASBUILT SURVEY WILL BE
IMPERVIOUS CALCULATIONS
NOT FOR CONSTRUCTION
F:THE
SHEET
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD K¢ARD REOL8REMEMS ARE MET
THERE SHALL BEND FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AREAS OF WAKE COUNN FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
TO REMOVE 90 %75S AND DOES NOT REQUIRE
THE USE OF AN LS-VFS PER CHAPTER 10 OF
= FLOOD HAZARD SOILS THE NCDENR STORMWATER BMP MANUAL
DONE TO ENSURE THE DEVICE S ARE TO WAKE COUNTY
STANDARDS AND THAT THE DEVICE S ARE INDEED THE
IMPERVIOUSAREAPER LOTIN BELIMITEDTO7E I SF
THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY
FOR ALL STORMWATER CALCULATIONS
PLANTS SUBJECT TO REVISIONS DURING
CONSTRUCTION APPROVAL PROCESS
_3
AGENCY IFEMA) IN YEAR FLOOD ZONES UNTIL A FLOOD STUDY 16 APPROVED BY
WAKE COUNTY ANDIOR F E M A
ONES DESIGNED
WAKE COUNTY TOOL VI 4 WAS USED

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STREAMS: - - - - -- - _ _ ----- ----- - - -- -- - - -. - - -- - - -- -- 2,655. -LI° 11,038- PEFL,1j617 INT.)
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COUNTY
ORTH CAROUN
EFFECTIVE: 01/31
PLAN VIEW
FENCE AP
BURIED 11
6 "X6" TRENCH,
BACKFILLED AND
COMPACTED
1 SECTION VIEW AT OPENING
POST
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECUR D AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUlv9.1LATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIT:•LE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESW THAN 20 FEET IN LENGTH). PROVIDE
S BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES,
4. BAFFLE SHALL BE 700 G/M2 COIR ERO'- ION BLANKET.
S. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A.. WEEK AND AFTER EACH RAINFALL
CROSS SECTION
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" fNTR0 BOTTOM
PREVENT SAGGING OR SIDE
COIR MESH OR SIMILAR, STAPLIE,13 OR
TRENCHED INTO BOTTOM OR ai:`DE
STANDARD BAFFLES DETAIL
STAKE TO
SUPPORT WD
50' MIN.
NOTES
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BUT SUFFICIENT TO KEEP
(� 00 i
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1. PUT SILT FENCE OR TRE'r PROTECTION FENCE UP TO
uJ
SEDIMENT ON SITE
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ENSURE CONSTRUCTION ':ENTRANCE IS USED.
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2. IF CONSTRUCTION ON TIi,E SITES ARE SUCH THAT THE MUD
CD
GO
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';;°,,' �°.;;::-•:: r': t *:.:, °.�•.,..•,..,>...,:
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IS NOT REMOVED BY THIE VEHICLE TRAVELING OVER THE
� �
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" "":
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STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
Jdl�
STONE TO BE USED:;, ;,;;,
25' OR WIDTH OF
BEFORE ENTERING THE ?JBLIC ROAD.
EXISTING
:' c (SURGE STONE OR RAILROAD-"-
W
PROPOSED STREET,
ROADWAY
°.:'BALLAST }r. ;,'.. ;.:• : µ ~, :: ;, -• ;::;
Lu
WHICHEVER IS
3. MAINTAIN GRAVEL PAD Ji A CONDITION TO PREVENT MUD OR
�'.:• ^
0 50 100 200 300
400
GREATER.
SEDIMENT FROM LEAVINfy'` CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC `�!EMOVAL OF SEDIMENT -LADEN
Z
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY -1
12° MIN.
6° MIN : ;•_ ..'. ._ -
FABRIC UNDER STONE
CROSS SECTION
COUNT
°RrHCAROLnv STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
C •-
A A• A , 1 < i '; A
ui
Iil�iiiiiiifilii�ifll� �; . '') • • �
NOTES:
-TO BE USED WHERE EXCESSIVE STORMWATER
VELOCITIES PROIrI1BIT VEGETATIVE LININGS.
-SIZE OF STONE )RUST BE DETERMINED BY
APPROPRIATE D E31GN PROCEDURE.
- DIMENSIONS FOR, d & W VARIES ACCORDING
TO DESIGN.
Qj2 ,3 24l�94 :63 "MEDYpLWT Eg?REj56hfi RESERVES ITS AQt 4- #,W4�PMRXHffu - PTUib�,:-?RIQgRTysbNdTF/ ltd ;Teg$k p � l• III A SyP ! �jQ� J9 �1jRf pggDt�-f) POAN @F OR COPIED IN ANY FORM OR MANNER WHA730EVER, NOR ARE THEY
i e
A'
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST /'r `g8
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ° c+
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. Qx0Q coo, O 0.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 20 WOOD STUDS THROUGH ~�
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE 2:1 SLOPE, GRAVEL FILTER
WIRE MESH WITH 112 INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 112 INCH IN WIRE SCREEN
DIAMETER, PLACED 21NCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND TEMPORARY SEDIMENT
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED POOL DEWATERING
STONE IS RECOMMENDED.
MAINTENANCE: INSPECT INLET PROTECTION AND 1' MINIMUM t6" 2' MAXIMUM _�
REMOVE SEDIMENT AFTER EACH , -
RAIN EVENT. GRAVEL SHOULD BE ..
REPLACED AND REPAIRS MADE AS NEEDED.
SEDIMENT
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
EFFECTIVE: 01/31/08
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND /OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE -HALF FULL
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND /OR EROSION CONTROL NETTING.
COUNT
ORTH CAROLiN
EFFECTIVE: Oi/?
MINIMUM 10 GAUGE
LINE WIRES
12"
2' MIN.
WASTE MATERIAL - COMPACT,
SON &MULCH AFTER ;pH,
VAR. CONSTRUCTION OF DITCH
10'
N
I (�Ma,_ I O VAR 2- spy —1 11' =I I i-1 11 —� i I—) i i -� (i-� I i-
CROSS SECTIONAL VIEW
STANDARD TEMPORARY DIVERSION DITCH
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.; x•''
GRADE
6" MINIMUM COVER
o OVER SKIRT
N ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
0
1
6' -0" MAXIMUM
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
g i-FILL SLOPE
CouN
ORTHCAROLIId
EFFECTIVE: 0113
ED TO ANY THIRD P
T FIRST OBTAINING THE EXPRESSED WRI
MINIMUM 12 -1/2 GAUGE
INTERMEDIATE WIRES
^` GRADE
INC.
_ _ _ — ` —TOP ELEV650N OF STORMW— — — — —
#5 WASHED
STONE
EXISTING SLOPE
EXISTING SLOPES
KEYED RIP RAP
#5 'MASHED STONE
0.5' -1'
MAX. J!
1
#1 RIP -RAP
VARIES
SIDE VIEW
NSTRUCTION NOTES,
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISTING GROUND
STEP SEQUENCE
STANDARD METAL POSTS 2=0° IN GROUND
GALVANIZED HARDWARE WIRE
/ EXTENDS TO TOP OF BOX
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DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST /'r `g8
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ° c+
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. Qx0Q coo, O 0.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 20 WOOD STUDS THROUGH ~�
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE 2:1 SLOPE, GRAVEL FILTER
WIRE MESH WITH 112 INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 112 INCH IN WIRE SCREEN
DIAMETER, PLACED 21NCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND TEMPORARY SEDIMENT
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED POOL DEWATERING
STONE IS RECOMMENDED.
MAINTENANCE: INSPECT INLET PROTECTION AND 1' MINIMUM t6" 2' MAXIMUM _�
REMOVE SEDIMENT AFTER EACH , -
RAIN EVENT. GRAVEL SHOULD BE ..
REPLACED AND REPAIRS MADE AS NEEDED.
SEDIMENT
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
EFFECTIVE: 01/31/08
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND /OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE -HALF FULL
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND /OR EROSION CONTROL NETTING.
COUNT
ORTH CAROLiN
EFFECTIVE: Oi/?
MINIMUM 10 GAUGE
LINE WIRES
12"
2' MIN.
WASTE MATERIAL - COMPACT,
SON &MULCH AFTER ;pH,
VAR. CONSTRUCTION OF DITCH
10'
N
I (�Ma,_ I O VAR 2- spy —1 11' =I I i-1 11 —� i I—) i i -� (i-� I i-
CROSS SECTIONAL VIEW
STANDARD TEMPORARY DIVERSION DITCH
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.; x•''
GRADE
6" MINIMUM COVER
o OVER SKIRT
N ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
0
1
6' -0" MAXIMUM
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
g i-FILL SLOPE
CouN
ORTHCAROLIId
EFFECTIVE: 0113
ED TO ANY THIRD P
T FIRST OBTAINING THE EXPRESSED WRI
MINIMUM 12 -1/2 GAUGE
INTERMEDIATE WIRES
^` GRADE
INC.
_ _ _ — ` —TOP ELEV650N OF STORMW— — — — —
#5 WASHED
STONE
EXISTING SLOPE
EXISTING SLOPES
KEYED RIP RAP
#5 'MASHED STONE
0.5' -1'
MAX. J!
1
#1 RIP -RAP
VARIES
SIDE VIEW
NSTRUCTION NOTES,
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISTING GROUND
STEP SEQUENCE
STANDARD METAL POSTS 2=0° IN GROUND
GALVANIZED HARDWARE WIRE
/ EXTENDS TO TOP OF BOX
Z
m
cc
V
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Lu
10
CO
NORTHCAROLIN
EFFECTIVE: Oi/'
• - • • • II .1 'I1E
(3" "cam.,., <x-ST• :r . s7'
HARDWARE CLOTH---- I I
U
U U U STONE FILTER. INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
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SCALE IN FEET
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10
CO
NORTHCAROLIN
EFFECTIVE: Oi/'
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(3" "cam.,., <x-ST• :r . s7'
HARDWARE CLOTH---- I I
U
U U U STONE FILTER. INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
V ®1
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400
Z