20021669 Ver 2_401 Application_20150309

ENVIRONMENTAL SERVICES, INC
4901 TRADEMARK DRIVE
RAI SIGH, NC 27610
(919) 212 -1760 • FAX [phone]
environmentalsery ices inc com
March 6, 2015
NCDWR, 401 & Buffer Permitting Unit
Attn Karen Higgins
1617 Mail Service Center
Raleigh, NC 27699 -1617
Re Stonegate- Parcel A
Wake County, NC
Ms Higgins
Enclosed please find four copes of the PCN requesting 401 certification and buffer authorization
for minimal impacts associated with the Stonegate- Parcel A development located off Forestville
Road in Wake Forest, NC Included are 4 copies of the application plus the $240 application fee
Please contact me if you have any questions or comments regarding this submittal
Sincerely,
Environment Services, Inc
eff Harbour, PWS
VP /Technical Director

ofWATF9
0 pG Office Use Only
Corps action ID no
DWQ �oject ppoo,
Form mion /T, nG�{ry 2009
v
Page 1 of 10
PCN Form — Version 14 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1
Processing
1a
Type(s) of approval sought from the Corps
❑ Section 404 Permit ❑ Section 10 Permit
1b
Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
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 1 h
below
❑ Yes ❑ No
1 h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2
Project Information
2a
Name of project
Stonegate
2b
County
Wake
2c
Nearest municipality / town
Wake Forest
2d
Subdivision name
Stonegate
2e
NCDOT only, T I P or state project no
3
Owner Information
3a
Name(s) on Recorded Deed
GHD- Stonegate, LLC
3b
Deed Book and Page No
015703, 02080
3c
Responsible Party (for LLC if
applicable)
Craig Brmer MAR 0 9 2015
3d
Street address
1330 Sunday Drive, Suite 105 DENR - WATER RESOURCES
3e
City, state, zip
Raleigh, NC 27607 HITTING
3f
Telephone no
919- 861 -2929
3g
Fax no
3h
Email address
cbriner @greenhawkcorp corn
Page 1 of 10
PCN Form — Version 14 January 2009

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
Jeff Harbour
5b
Business name
(if applicable)
ESI
5c
Street address
4901 Trademark Drive
5d
City, state, zip
Raleigh, NC 27610
5e
Telephone no
919 - 212 -1760
5f
Fax no
919 - 212 -1707
5g
Email address
)harbour @esinc cc
Page 2 of 10

B.
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
1748670790
1b
Site coordinates (in decimal degrees)
Latitude 35 9129 Longitude -78 5069
1c
Property size
92 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Toms Creek
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
Property currently undeveloped except for a City of Raleigh sewer easement Surrounding land use is primarily residential
3b
List the total estimated acreage of all existing wetlands on the property 1 5
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 350
3d Explain the purpose of the proposed project
Project entails connecting to the existing sewer easement and the construction of a multi - family development
3e Describe the overall project In detail, including the type of equipment to be used
The development will include multi - family residential units (townhomes) Typical construction equipment will be used on the project
4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro ect includin all rior hases in the ast?
❑X Yes ❑ No ❑ Unknown
Comments Delineation completed by others, JD status unknown
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant Company
Other John R McAdams Company, Inc
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
DWR Buffer Determination completed May 1, 2014 (NBRRO #14 -136), attached
5.
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
6.
Future Project Plans
6a
Is this a phased project?
❑X Yes El No
6b If yes, explain
Stonegate consists of a multi -phase development with previous sections consisting of single - family houses
Page 3 of 10
PCN Form — Version 1 4 January 2009

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
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
0 002
W2 P
Fill
Headwater Wetland
Yes
Corps
0 034
W3 P
Fill
Headwater Wetland
Yes
Corps
0 057
W4
Choose one
Choose one
Yes /No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g Total Wetland Impacts
0 093
2h Comments
Representative photos of these areas are included
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
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of Impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h Total stream and tributary impacts
0
31 Comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

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 indivii ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f Total open water impacts
0
4g Comments
6 Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a Project is in which protected basin?
E] Neuse [:] Tar - Pamlico ❑ Catawba [:] Randleman ❑ Other
6b
Buffer Impact
number—
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
B1 T/P
fill slope /rip rap pad `
UT of Toms Creek
No
116
1,269
B2 P
fill slope
UT of Toms Creek
No
0
236
B3 P
rip rap pad
UT of Toms Creek
No
0
545
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h Total Buffer Impacts
116
2,050
61 Comments Temporary impacts associated with B1 (above) occur inside the existing Raleigh sewer easement (existing use) These amount to
448 sq ft of Zone 2 and 116 sq ft of Zone 1 Impacts are a result of connecting to the existing sewer easement at a manhole location
Page 5 of 10

D.
Impact Justification and Mitigation
1
Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The applicant has avoided the largest area of wetlands and the stream but there remains some impacts that have been minimized as much as
practicable Wetland impacts are limited to a small depression area that may be man -made as well as the upper fringe of the wetlands abutting the
onsite stream Buffer impacts are limited to that needed to connect to the existing sewer easement and some of these buffer impacts are in the
existing easement itself
1b Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
All applicable BMPs will be following during all phases of construction Routine inspections will be performed to ensure the BMPs function as intended
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
1:1 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 Choose one
Type Choose one
Type Choose one
Quantity
Quantity
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
Choose one
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 permlttee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

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?
E] Yes No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required.
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

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
❑X 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
❑X Yes ❑ No
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
58
2b
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
The
Master Plan for this project was approved in August of 2005 by the Town of Wake Forest prior to their stormwater management rules being
approved
in October of 2007
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
Town of Wake Forest
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Town of Wake Forest
❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑X Other Neuse River Buffer
3c
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply)
❑Session Law 2006 -246
❑ Other Neuse River Buffer Rules
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F.
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
1a
Does the project involve an expenditure of public (federal /state /local) funds or the
El Yes ❑ No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes ❑ No
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑Yes ❑ No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑Yes ❑ No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
E] 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
City of Raleigh sewer
Page 9 of 10
PCN Form — Version 1 4 January 2009

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
-
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
ESI conducted an onsite habitat assessment and reviewed the current NCNHP data for element occurrences No issues were identified
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?
NOAA -NMFS Essential Fish Habitat List
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?
SHPO
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?
NC Floodmaps, 100 -year floodplain does occur on the site, but it is not in an area that will be affected by the development
6`(a. k ���
-a
- y• 1 S
Applicant/Agent's Printed Name
Date
Ap is nt/Agent's Signature
(Agent's sign ure is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 1, 2014
George Buchholz
2905 Meridian Parkway
Dwhain, NC 27713
John E. Skvarla, III
Secretary
Subject: Buffer Determination Letter
NBRROR 14 -136
Wake County
Determination Type
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B 0233)
Stop(q,)
❑ Tar - Pamlico (15A NCAC 2B 0259)
❑ Ephemeral /intermittent/Perennial Determination
A
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B 0267)
Off property
Project Name.
i oc ition/Directions
Subject Stream
Stonegate
Property is located at the west side of 1 or estville Rd near Stonegate
development,
I'oms Creek
Determination Date: May 1, 2014
Staff: James Graham
Feature/Flag
Not
Subject
Subject
Start(a),
Stop(q,)
Soil
Survey
USCS
To o
A
Not
Off property
X
evaluated
B
X
Approx 75 feet
throughout
X
X
west of Forestville
Road
Explanation The feature(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
"Not Subject" has been determined not to be a stream or is not present on the property Featuies 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 do not show up on the maps referenced above but, still may be
consideredJurisdictional according to the US Army Corps of Engineers and /or to the Division of Water Resources
(D WR)
Noo c Carolina
iurally
North Carolina Division of Water Resources 1628 Mad Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet www ncwateraualrty oro Location 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer— 50% Recycled /10% Post Consumer Paper

Stonegate
Wake County
May 1, 2014
Page 2 of 2
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 determination by the
Director. An appeal request must be made within sixty (60) days 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 a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail 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)
days.
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 project may require a Section 404/401 Permit for the proposed activity. Any inquh ies should be
directed to the Division of Water Resources (Central Office) at (919) -807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) -554 -4884.
If you have questions regarding this determination, please feel free to contact James Graham at (919) 791 -4256
Resp ctfully,
r'
r
r
fin
Danny Smith, Super visor
Water Quality Section
Raleigh Regional Office
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Stonegate
Wetland Impact W1 and Buffer Impact 131
Note that majority of impact will occur inside existing City of Raleigh sewer easement

Stonegate
Wetland Impact W2 and Buffer Impact B2

Stonegate
Wetland Impact Area W3

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STRUCTUR
HW -t
GRAM
TYPE
NCDOT HEADWALL
FROM
INVERT
250
EXISTING MAJORS TOPO LINE
( I
FES -36
B!
FLARED END SECTION
C &G INLET
251
EXISTING MINOR (I-) TOPO LINE
CB-16
CB -5
C &G INLET
C &G INLET
250
MAJOR IS'I TOPO LINE
B6
CB -17
VALLEY INLET
C &G INLET
22 FT
j 251
MINOR (r) TOPO LINE
B7
DI -18
C & G INLET
DROPINLET
-2005
SPOT ELEVATION
DI -30
C13-19
CB-24
DROPINLET
C &G INLET
C&G INLET
-
EXISTING STORM SEWER PIPE
CB -20
DI-25
VALLEY INLET
DROP INLET
• / 0 Q
■ M EXISTING STORM SEWER STRUCTURES
C &21
C&26
VALLEY INLET
C & G INLET
252.50
STORM SEWER PIPE
01.27
01-28
DROPINLET
DROPINLET
N C ■ 0
0 ■ cla STORM SEWER STRUCTURES
CB -22
DI -23
VALLEY INLET
DROP INLET
VALLEY INLET
255 94
255.02
RETAINING WALL
CB -8
DI-29
DROP INLET
30 FT
TW:20.0
RETAIMNG WALL BtEWV1oTa
CS -9
CB -10
VALLEY INLET
C &G INLET
255.02
Bw: 250.0
249.70
C &11
CB-31
DI.32
VALLEY INLET
VALEY INLET
OROPINUT _ _
80 FT
MOM
STRUCTURE
TO
STRUCTURE
ROM SM.
RIM ELEV.
TO SM.
RIM ELEV.
FROM
INVERT
TO
INVERT
PIPE
IAMETER
PIPE
LENGTH
APE
MATERIA
APE
SLOPE
CB -16
CB-4
253.
253.00
249.70
249050
151N.
22 FT
RCP III
0.91%
CB -4
NW-1
2534
N/A
248.80
248.70
24 IN.
9 F
RCP III
1.14%
CB -17
CB-6
255498
255.94
252.50
252.20
151N.
Z7 FT
RCP III
1.12%
CS -6
B5
255 94
255.02
250.10
249.80
24IN.
30 FT
RCP 1I
0.99%
B5
B4
255.02
253.00
249.70
248.90
241N.
80 FT
SOP 111
1.01%
CB -24
CB -19
258.85
258.97
255.00
254.70
ISIN.
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RCP 81
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CB -19
CB -7
258.97
25821
252410
251.0
ISIN.
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REP BI
LIO%
CB -7
CB -6
258.21
255.94
251.50
250.20
MIN.
138 FT
RCP III
0,94%
01.23
CB -22
262.5
262.41
259.20
258.30
151N.
SOFT
HOPE
1.12%
CB -22
CB -21
262.41
20.93
256.0
255.30
151N.
71 FT
RCP 111
0.99%
CB -21
ce 20
20.93
259.99
255.20
254.50
ISIN.
21 FT
RCP 111
098 %
CO 20
CB-19
259.99
258.97
252.70
252.20
151X.
ABET
RCP III
I.d%
DI -25
CB-20
256.
259.99
253.70
252480
ISIN.
93 FT
HOPE
0.97%
CB -26
DI -27
261.00
10.80
258.20
258.00
ISIN.
20FT
HOPE
0.98%
DI -27
DI -28
20.80
262480
257.90
256.80
151N.
107 FT
PCP III
1.03%]
DI -28
IB -3d
262.80
265.00
256.70
256.40
151N.
29 FT
HOPE
1.04%
I8 -34
CB 11
265.0
263.77
256.30
255.0
US IN.
72 FT
RCP 111
0.97%
CB -11
CB -10
263.77
262.33
255.50
255.0
ISIN.
44 FT
RCP III
1.13%
CB -10
B9
262.33
20,83
254.90
254.00
19 IN.
88U
RCP 111
1.02%
CB-9
0 -8
20.83
20.82
253.90
181N.
23 FT
RCP 111
1.33%
BS
DI -29
20.82
259.,8
253.50
0
181N.
94 FT
RCP III
1.06%
DI -29
IB -35
259.
256.0
252.40
0
241N.
15 FT
RCP III
134 %
18.35
FES-36
256.00
N/A
252110
241N.
5 FT
RCP III
2.00R
DI.18
DI.30
256.90
259.50
254.10
0
151N.
SS FT
HOPE
2.9 %
DI -30
DI-29
259.50
259.40
253.40
0
R257.50
IS IN.
92 FT
HOPE
0.98%
01.32
CB -31
261.
263.00
257.50
0
ISIN.
95 FT
HOPE
1.055 %
CB -31
CB-11
263.
263.77
256.40
ISIN.
4IFT
RCP III
098%
DI -33
DI -15
26219
263.50
259.70
40
IS IN.
27 U
HOPE
1.13 %
DI -15
DI -14
263.5
264 O5
259.30
0
151N.
136 R
HOPE
1.03%
DI-14
CB-13
264605
265.57
257.80
50
151N.
25 FT
HOPE
1.20%
CBA3
CB -12
26565
263678
257.40
256.50
ISIN.
95 FT
RCP III
0.95%
CB-IZ
Bll
26338
263m77
256.,8
256.101
IS IN.
29 FT
RCP III
1.05%
GRADING NOTES:
/ • _ \ 1. EXISTING TOPO SHOWN ON THIS PLAN TAKEN FROM TOPOGRAPHIC J
% • / I \ SURVEY PREPARED BY ROBINSON AND PLANTE DATED 07/30/2014.
/ \
Q.
I. REUSE RIVER RIPARIAN BUFFER, CONSERVATION EASEMENT, CP &L
EASEMENT AND WETLANDS LOCATION TAKEN FROM ACADD NIE N
PROVIDEDBYTHE JOHN R. MCADAMS COMPANY, INC. an
3. ALL GRADING, BACKFILLING, EXCAVATION, ETC. SHALL BE IN .�
11653- / �/ \ ACCORDANCE WITHTHE STANDARDSAND SPECIFICATIONS SETFORTH
fi53 LY \ BY THE LOCAL GOVERNING AUTHORITY. THECONTRACTORIS v N
Coo N98LE FOR OBTAINING ALL NECESSARY PERMITS AND FOR
OORDINATINGALLCONSTRUCTIONACTIVITIESWITHSAID 3 N
AUTHORITY. 06
\ 4. CONTRACTOR ISTOCONTACT NORTH CAROLINA811 FOR 0 =
UND ERG- NDUTIUTYLOCATKIN R HOURS AU0RTOANY DIGGING. U DDa >m
ALLEROSIONCONTROL MEASURES SHALL BE INSTALLED PER THESE C u?+
/ PLANS PRIOR TO ANY LAND DISTURBING ACTIVITIES AND MAINTAINED Q1 K
- UNTIL DISTURBED AREAS ARE STABILIZED AND APPROVED FOR a d
BMW. 2775 / \\ \ \ \ \ \ REMOVAL BY THE TOWN OF WAKE FOREST ER09ON CONTROL S
• { m
INSPECTOR. Z
6. ALL RAVED AREAS SHALL BE KEPT CLEM OF EARTH MATERIALS AND C
v
DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINBAIZE W
Yp \ SEDIMENT -LADEN RUNOFF TO ANY STORM DRAINAGE SYSTE. .� >
]. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATIONS AMLL CS
O� UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2:1 SLOPE _ // - \ \\ -� \\ 'L'FA, •i e. ALL GROUND COVER SHALL BE IN ACCORDANCE WITH THE SEEDING
SCHEDULES ON THESE PUNS. THE SELECTED GROUND COVER WILL
i \ � STABIIQE THE ON -9TE SOLI AND PREVENT EROSION.
�7W:276.5 /- / \ 2:1 SLOPE _\. \ - ny
\,
\D£ \ \ STORM DRAINAGE NOTES:
8 69.0/ 29 STREETYARD/ \•\ ,.•�
LANDSCAPE AREA ` 1. ALL STORM SHALL WAKE FOREST MANUAL OF =
/ \ THE D CURRENT DSAND DE OF WAKE FOREST MANUAL Of SPEOFICATIONS,
_2 STANDARDSAND DESIGN. ~>
/ TW'2�1 ) \ \ \ Z. CONCRETE PIPE MCP) SHALL OTHERWISE. ISEIN FORCED 2 y u
/ \ ALL NCRETEE IRCPIUEETA NOTEDOTHERWISE. 0i , rN
_ 265.SX \ 'i\ 3. ALL CONCRETE 5INLLMEETA MINIMUM 3000 0-9 COMPRESSIVE Y y
// 63.5X..., \ STRENGTH. y F� �p
IB -31 4' DIA MANHOLE D / \ 4. ALL APE IN ST011M DRAINAGE STRUCTURES SHALL BE STRUCK EVEN O 2 Cj Z 40
/ 0. DROPINLET �OP' / j. // / / / / 1� 01.73 h�$ 30 I \\ \ \ \ WRH THE IN90E WALL. 3 3 h N w m
16,5
,4\1' Q ZO CORNER 5. ALL APE IOINTSSHALLBE MADE WUN PREFORMED JOINT SEALER =p
PAD:O.O Zl - \ SETBACK \ WHICHCONFORMSTOAASHTOSPECIFI CATIONM- 198FORTYPEB = m
:26fi 0 \ A BALE PAS SHALL BE NON PLASTIC IN NATURE, FREE NOTED. u� ^I
�II ' \ \ 6. ALL BACKFILLSHALL BE NON PLASTIC IN NATURE, FREE FROM ROOTS,
PAD: 660 �t VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER L7
/ OBIECTIONMLE MATERIAL. SUITABLE SOILS SHALL SE CAPABLE OF
P /• ///
19 : \ \ \ COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY
1Fl : ��266.0 2244 \ - \\ TO FIOWOR BEWIVE INA PLASTIC MANNER UNDER TAMPING BLOWS
P 764 PAD: 66.0 \ \ 1 \ OR ALOOF ROLLING
2S 1, - \. \ 7. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES SHALL
/ / 17 PAD:264.2 PM: .6 26 \ \ BE REMOVED AND REPLACED WITH SUITABLE MATERIA L.
B. BACKI DUNG 01 TRENCHES SHALL BE PER FORMED IMMEDIATELY
�'/
2631 PAD: 66.0 a \ \\ AFTER PIPE IS WD. THE RILL AROUND AND ABOVE THE PIPE SHALL BE
16 q h \ COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S
PAID: 3 1 DI -33 \ \ . U MENDATIONS.
UNDER FILLED U NCHES F SHALL WATER BE ALLOWED TO RISE IN z
UNBAC%FIlIED 7RENCHES AFTER PIPE HAS BEEN PLACED.
jTW 2 &8 2; SL
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Call before you dig.
1- 800-832.4949
30 0 15 30 6a
SCALE: 1'• =301
PRELIMINARY DRAWING - FOR REVIEW PURPOSES ONLY
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1211]72015
A]OIER NO:
DESIGN BY:
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DRAWN BY:
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DATE:
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WETLAND IMPACT A: 82 SF WETLAND IMPACT B: 1,508 SF
\
SURVEY NOTES:
1. EXISTING CONDITIONS SHOWN TAKEN FROM TOPGRAPHIC
SURVEY PREPARED BY ROBINSON & PLANTE DATED 07/30/2014.
2. PROPERTY IS IN THE 100 YEAR FLOOD AND FLOODWAY BY FEMA
FIRM MAP NO. 3720174800) PANEL 1748, MAP REVISED
5/02/06. 100 YEAR FLOOD LINE AND FLOODWAY LOCATION
TAKEN FROM NCFLOODMAPS.COM
3. PROPERTY IS ZONED C.U. R -5 PER B.M. 2006, PG. 2453 -2455
4. CONSERVATION EASEMENTS SHALL BE RECORDED ON ALL TREE
SAVE AREAS AND INNER 30' OF NEUSE RIVER RIPARIAN BUFFERS.
5. STREAM BUFFERS SHALL REMAIN NATURAL AND UNDISTURBED
EXCEPT AS MAY BE NECESSARY TO ACCOMMODATE UTILITIES
AND DRAINAGE FACILITIES. NEUSE RIVER RIPARIAN BUFFER
RULES ESTABLISHED BY NC -DWQ APPLY TO STREAM BUFFERS.
6. MAINTENANCE OF PUBLIC DRAINAGE EASEMENTS TERMINATES
AT THE ENDOF THE PIPE / STRUCTURE. REMAINDER OF
EASEMENT IS PRIVATE.
7. NEUSE RIVER RIPARIAN BUFFER, CONSERVATION EASEMENT,
CP &L EASEMENT AND WETLANDS LOCATION TAKEN FROM A
CADD FILE PROVIDED BY THE JOHN R. MCADAMS COMPANY,
INC.
8. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS
OF RECORD. NO TITLE EXAMINIATION HAS BEEN DONE BY
ROBINSON & PLANTE, P.C.
WETLAND IMPACT SUMMARY
WETLAND IMPACT A 82 SF
WETLAND IMPACT B 1,508 SF
WETLAND IMPACT C 2,497 SF
TOTAL WETLAND IMPACTS 4,087 SF (0.094 AC.)
LEGEND
EXISTING WETLANDS (TO REMAIN)
EXISTING WETLAND (TO BE REMOVED)
NEUSE RIVER STREAM BUFFER
`o
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WETLAND IMPACT C: 2,497 SF
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DATE:
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2015 -02 -25
50 0 25 50 100
SHEET N0:
SCALE: V =50' EX -2
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-
\ 2S1
250 -
ZONE 2 BUFFER IMPACT A: 448 SF
j= L
f-
RIP RAP PAD
ENTRY WIDTH: 6'
LENGTH: EXTEND TO ZONE 1
MIN THICKNESS: 22"
MIN STONE DIAMETER: 6"
STONE CLASS: B
`l
\
a�.•� % ` w
N
N \
-'� (WITHIN COR EASEMENT)
ZONE 2 BUFFER IMPACT B: 236 SF
J
BUFFER IMPACT B / 8A
ZONE 2 BUFFER IMPACT C- 545 SF
BUFFER IMPACT C/Q3
N
N \
-'� (WITHIN COR EASEMENT)
BUFFER IMPACT A/61
821 SF
BUFFER IMPACT B / 8A
236 SF
BUFFER IMPACT C/Q3
545 SF
TOTAL BUFFER IMPACTS
1,602 SF (0.037 AC.)
ZONE 2 BUFFER IMPACTS
(WITHIN COR UTILITY EASEMENT)
EXISTING WETLANDS
ZONE 1 BUFFER IMPACT A: 116 SF
(WITHIN EASEMENT)
\
J"
--
/ \`
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\
1
NEUSE RIVER BUFFER
��
ZONE 1
1.
NEUSE RIVER BUFFER
l:
NEUSE RIVER BUFFER .:
'
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-
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�I. •
ZONE 2:-
�'
\
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i', i
� ENTRY WIDTH: 6'
:
.:
LENGTH: EXTEND TO ZONE 1
.�
NEUSE RIVER BUFFER MIN THICKNESS: 22"
ZONE 2 MIN STONE DIABMETER: 6"
STONE CLASS:
HW -1 AND SANITARY SEWER BUFFER IMPACT
FES -36 BUFFER IMPACT
SURVEY NOTES:
1. EXISTING CONDITIONS SHOWN TAKEN FROM TOPGRAPHIC
SURVEY PREPARED BY ROBINSON & PLANTE DATED 07/30/2014.
2. PROPERTY IS IN THE 100 YEAR FLOOD AND FLOODWAY BY FEMA
FIRM MAP NO. 3720174800) PANEL 1748, MAP REVISED
5/02/06. 100 YEAR FLOOD LINE AND FLOODWAY LOCATION
TAKEN FROM NCFLOODMAPS.COM
3. PROPERTY IS ZONED C.U. R -5 PER B.M. 2006, PG. 2453 -2455
4. CONSERVATION EASEMENTS SHALL BE RECORDED ON ALL TREE
SAVE AREAS AND INNER 30' OF NEUSE RIVER RIPARIAN BUFFERS.
5. STREAM BUFFERS SHALL REMAIN NATURAL AND UNDISTURBED
EXCEPT AS MAY BE NECESSARY TO ACCOMMODATE UTILITIES
AND DRAINAGE FACILITIES. NEUSE RIVER RIPARIAN BUFFER
RULES ESTABLISHED BY NC -DWQ APPLY TO STREAM BUFFERS.
6. MAINTENANCE OF PUBLIC DRAINAGE EASEMENTS TERMINATES
AT THE ENDOF THE PIPE / STRUCTURE. REMAINDER OF
EASEMENT IS PRIVATE.
7. NEUSE RIVER RIPARIAN BUFFER, CONSERVATION EASEMENT,
CP &L EASEMENT AND WETLANDS LOCATION TAKEN FROM A
CADD FILE PROVIDED BY THE JOHN R. MCADAMS COMPANY,
INC.
8. PROPERTY IS SUBJECTTOALL EASEMENTS AND RESTRICTIONS
OF RECORD. NO TITLE EXAMINIATION HAS BEEN DONE BY
ROBINSON & PLANTE, P.C.
RIP RAP DISSIPATOR PAD NOTES:
1. RIP RAP PAD SHALL BE EXTENDED TO ZONE 1 OF NEUSE RIVER
BUFFER.
2. THE FIRST 5 FEET OF RIP RAP PAST THE PROPOSED
HEADWALL/FLARED END SECTION SHALL BE 44" DEEP.
NEUSE RIVER BUFFER IMPACT SUMMARY
ZONE 2
BUFFER IMPACT A/61
821 SF
BUFFER IMPACT B / 8A
236 SF
BUFFER IMPACT C/Q3
545 SF
TOTAL BUFFER IMPACTS
1,602 SF (0.037 AC.)
ADDITIONAL IMPACTS WITHIN EXISTING CITY OF RALEIGH UTILITY EASEMENT
ZONE 2
BUFFER IMPACTA let 448SF(.010AC)
ZONE 1
BUFFER IMPACT A/B( 116 SF (.003 AC)
LEGEND
NEUSE RIVER STREAM BUFFER
NEW ZONE 1 BUFFER IMPACTS
LMMEL
ZONE 1 BUFFER IMPACTS
(WITHIN COR UTILITY EASEMENT)
ZONE 2 BUFFER IMPACTS
(WITHIN COR UTILITY EASEMENT)
EXISTING WETLANDS
30 0 15 30 60
SCALE: 1 " =30'
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DATE:
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SHEET NO:
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