20050913 Ver 5_Stormwater Info_20130930 (33)

LETTER OF TRANSMITTAL
To: Cherri Smith
NC Division of Water Resources
Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699
Re: Brier Creek Apartments
I am sending you the following item(s):
1"
J
MCADAMS
Date:
Job No.
05 -913 VS
September 26, 2013
REGULAR MAIL
AAC 13010
COPIES
DATE
NO.
DESCRIPTION
2
CD with PDFs of submittal & CD with wetland report
5
agent authorization forms
5
re- construction notification forms PCN forms
5
maps and supporting documents
1
Stormwater Wetland #1 Report
These are transmitted as checked below:
❑ As requested
❑ For approval
❑ For review and comment
Remarks:
Copy to:
Raleigh- Durham
2905 Meridian Parkway
Durham, North Carolina 27713
(919) 361 -5000
❑ For your use
Signed:
.
nY
Manager
Charlotte
11301 Carmel Commons Blvd.,
Charlotte, North Carolir
(704) 527 -0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

'="' McADAMS
September 25, 2013
Ms. Cherri Smith
NC Division of Water Resources
Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699
Re: Neuse Buffer Authorization Request
Brier Creek Town Center Apartments
Raleigh, North Carolina
AAC -13010
Dear Ms. Smith:
On behalf of American Asset Corporation, we are applying for an NC
Division of Water Resources (DWR) Neuse Buffer Authorization for
permanent impacts to Neuse River Riparian Buffers associated with a multi-
family apartment project known as Brier Creek Town Center Apartments. The
subject property is 3.84 acres, bisected by Macaw Street, referred to as Lot 12
& 13 of the Brier Creek Corporate Center, bound by Little Brier Creek to the
west, east of Arco Corporate Drive, within the city limits of Raleigh and the
Neuse River Basin of North Carolina.
• Signed Agent Authorization
• Fig.l - USGS Quad —Southeast Durham
• Fig.2- Wake County Soil Survey (Sheet 18)
• Fig.3- Aerial Map
• Fig.4- Existing Conditions
• Fig. 5- Overall Impact Map (Insets 1)
• Pre- Construction Notification
• Original DWQ Buffer Determination (NBRRO -20)
• Courtesy Copy of Stormwater Management Plan
The John R. McAdams
Company, Inc.
JURISDICTIONAL FEATURES: The proposed project is bordered to the
Raleigh / Durham, NC
west and drains to Little Brier Creek (Stream A), a tributary of the Neuse
2905 Meridian Parkway
River Basin (HUC 03020201) and a designated Class C/NSW (Figure 3 & 4).
Durham, North Carolina 27713
There is another unnamed intermittent stream (Stream B), which borders the
(919) 361 -5000
north side of the proposed project and drains to Little Brier Creek, and
ultimately to the Neuse River. Both Little Brier Creek and Stream B are
Charlotte, NC
depicted on the USGS quadrangle and Wake County Soils Survey (Figure 2),
11301 Carmel Commons Blvd,
and therefore subject to the Neuse River Riparian Buffer Rules. There are no
Suite 111
Charlotte North Carolina 28226
(704) 527 -0800
McAdamsCo.com
Designing Tomorrow's Infrastructure & Communities

Ms. Cherri Smith
Brier Creek Town Ctr Apts.
September 25, 2013
Page 2 of 6
wetlands located within the project area. See Figures 1 -4, for existing
conditions.
Mr. Amanda Jones of the USACE, originally approved and the jurisdictional
wetlands on February 16, 2001 (AID# 200220576)), verifying Stream A and
Stream B, as the only jurisdictional feature within the proposed impact project
area. Stream Features A and B were also previously confirmed, and are
subject to the Neuse Rive Riparian Buffer Rules, per the original NCDWQ
Neuse Buffer determination issued in 1998, by Mr. Danny Smith (NBRRO-
20).
PROJECT LOCATION/HABITAT: The subject property consists of two
parcels, bisected by Macaw Street, totaling 3.84- acres, referred to as Lot 12 &
13 of the Brier Creek Corporate Center, as recorded in book of maps 2012
page 761763 of the Wake County Register of Deeds. The two parcels are
currently zoned Thoroughfare District Conditional Use, Special Highway
Overlay District -2, and a Planned Development Conditional Use Overlay
District. The Brier Creek Town Center II PDD, modified in 2011, included
the allowance of residential units in the airport overlay district, up to 600
units. The future land use plan is consistent with the proposed uses described
in the "proposed development ".
The subject property is, located within the northwestern portion of Wake
County, approximately 1 mile northwest of the Raleigh/Durham International
Airport (Figure 1). Approximately 90 percent of the subject property is
currently cleared and stabilized with grassy vegetation, aside from the riparian
buffer areas which are comprised of forested areas and would be generally
characterized as a Dry Mesic Oak - Hickory Forest (Schafale and Weakley,
1990). Land use within the vicinity of the project is a mix of
retail /commercial, multi - family, and single - family residential, office, and
natural forested areas to the south of the project area. RDU International
Airport is to the southeast of the property boundary.
AAC -13010

Ms. Cherri Smith
Brier Creek Town Ctr Apts.
September 25, 2013
Page 3 of 6
PROPOSED PROJECTAMPACTS: Arco Corporate Drive was previously
permitted with original overall Brier Creek Corporate Center on June 16, 2005
reference (DWQ EXP 05 -0913) and USACE Permit NW P 14 (AID 200520324),
with subsequent modifications. The developer AAC is considering two options
for the proposed project known as The Brier Creek Town Center Apartments,
however both options will include parking, sidewalks, amenities, associated
utilities and stormwater management facilities. Option A is a 395 multi - family
residential unit development on four levels with two - levels of structured
parking below (each lot housing approximately half of the proposed units).
This option anticipates 26 of the total residential units will be townhouse type
units fronting the western, open space, property frontage. Option B includes
393 multi - family residential units. In this option the townhouse product is
deleted and the club increases to 15,000 SF with a 3,400 SF lobby area.
Either option will require the sanitary services and tying into the existing
sewer line on the western side of Little Brier Creek. This initial portion of the
project is for design and permitting of the infrastructure, including the sanitary
sewer while the developer decides on an option described above.
The project will be required provide sanitary sewer service and tie into an
existing 12" City of Raleigh sanitary sewer line located on the western side of
Little Brier Creek ( Stream A), which is subject to the Neuse River Buffer
Rules. This will result in one proposed impact area to the Neuse River Buffer
and an aerial crossing of Stream A. The proposed 12" sanitary sewer will be
encased in a 16" steel pipe, supported on steel piers, and designed to cross Little
Brier Creek at a near perpendicular angle. The new sewer is proposed to be
installed utilizing the trench and backfill method, until it breaches the ground
elevation and crosses Stream A, on aerial piers. The new sewer line will require
a permanently maintained 20 -ft easement, which will be maintained in fescue
grasses. The new sewer line will result in 1,261 sf of Zone 1, and 988 sf of Zone
2 impact to the Neuse River Riparian Buffer. The proposed project is a portion
AAC -13010

Ms. Cherri Smith
Brier Creek Town Ctr Apts.
September 25, 2013
Page 4 of 6
of the overall project that was originally permitted, however the land and
project are totally independent of the originally permitted project. There are
no future phases of the current proposed Brier Creek Town Center
Apartments.
TOTAL RIPARIAN BUFFER IMPACTS:
Impact Location
Stream Name
Impacts (square feet)
Zone 1 / Zone 2
Inset I (Perm.)
Stream A (Little Brier Creek)
1,261/988
TOTALS
Total Zone 1 Impacts: 1,261 sf
Total Zone 2 Impacts: 988 sf
AVOIDANCE and MINIMIZATION: Stream and Buffer impacts have
been avoided to the greatest extent practicable, while achieving a successful
project. There are only 2,249 linear feet of riparian buffer impact associated
with this project, while avoiding 2,383 linear of stream channel, within the
project area.
The sanitary sewer connection is a required connection to an existing City of
Raleigh Sanitary Sewer, running parallel to Little Brier Creek. Location of
the proposed sewer connections were directed to existing manholes and
existing grades within the proposed impact area. To minimize impacts, the
sanitary sewer at Inset 1 has been aligned at a near perpendicular angle and will
be placed on aerial piers as it crosses the unnamed tributary, reducing stream
and stream buffer impacts in this location.
MITIGATION: Mitigation is not proposed at this time. All buffer impacts
are deemed "Allowable" under the Neuse River Riparian Buffer Rules — Table
of Uses.
AAC -13010

Ms. Cherri Smith
Brier Creek Town Ctr Apts.
September 25, 2013
Page 5 of 6
STORMWATER MANAGEMENT: The proposed project drains to Little
Brier Creek, a tributary of the Neuse River Basin and a designated Class
C/NSW, and subject to the Neuse River Buffer Rules. A final stormwater
management plans /calculations will be reviewed /approved by the City of
Raleigh, however a courtesy copy of the plan is included as well as a diffuse
flow discussion with this submittal package for your review.
The proposed development is located within the Neuse River basin and will be
subject to the stormwater management requirements set forth in Section 10,
Chapter 9 of the City of Raleigh regulations. Per City of Raleigh regulations,
Stormwater management on this site shall address two primary issues: (1) peak
discharge rates and (2) water quality management. Final design calculations
and construction drawings for Phase 1 of the, Brier Creek Corporate Center
development (Lots 5 -13 and Stormwater Wetlands 1 & 2) were previously
approved by the City of Raleigh (City of Raleigh approval stamp dated
2/06/2006). Since the date of the original design, the N.C. Division of Water
Quality has issued a new best management practice (BMP) design manual
(effective October 1, 2007). Per discussions with representatives from the City
of Raleigh, Phase 1 of the Brier Creek Corporate Center development will not
be held to the new design standards since these facilities have already been
permitted and constructed (or are under construction) prior to the release of
the new manual. Therefore, the proposed retro -fit of Stormwater Wetland
#l(and related design calculation revisions) are based upon the April 1999
BMP design manual.
Velocity dissipaters are provided at the principal spillway outlets to prevent
erosion and scour in these areas. The dissipaters are constructed using rip rap,
underlain with a woven geotextile filter fabric. The filter fabric is used to
minimize the loss of soil particles beneath the rip rap apron. The dissipaters
are sized for the 10 -year storm event using the NYDOT method. It is a
AAC -13010

Ms. Cherri Smith
Brier Creek Town Ctr Apts.
September 25, 2013
Page 6 of 6
permanent feature of the outlet structures.A courtesy copy of the plan and
requested amendments are included with this submittal. (See SW Calc Book
& CD enclosed
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at (919) 287 -0895.
Sincerely,
McAdams Company
Kevin Yates
Senior Environmental Consultant
Project Manager
Enclosures
AAC -13010

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The CurrentProperty Owner
Name: American Asset Corporation c/o Mr. Joe Dye as agent for Brier Creek Corporate
Center Associates Limited Partnership
Address: 7990 Arco Corporate Drive Suite 119, Raleigh, North Carolina 27617
Phone: [phone]
Project Name /Description: Brier Creek Apartments —
Project Number: AAC -13010 Project Mangy
Date: Semernber 9, 2013
U.S. Army Corps of Engineers
Attn: Mr. David Shaefer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
NC
Ryan Akers/ Kevin Yates
I, the current owner, hereby designate and authorize The John R. McAdams Company, Inc. to act
in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. fiom this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site. f 1
�04c-
Pririt for Property Owner
Cc: Ms. Cherri Smith
NCDENR -DWQ
512 North Salisbury Street
Raleigh, NC 27604
C I V I L E N G I N E E R I N G • L A N D P L A N N I N G • S U R V E Y I N G
PO Box 14005 • Research Triangle Park, NC 27709 • (919) 361 -5000 ® fax [phone]
www.johnrmcadams.com

PROJECT NO. AAC -13010
.
Brier Creek Town Center
THE JOHN R. McADAMS
FILENAME: AAC -13010
COMPANY, INC.
SCALE: °°
FIGURE 1. USGS Quadrangle
ENGINEERS• PLANNERS• SURVEYORS• ENVIRONMENTAL
RESEARCH TRIANGLE PARK •CHARLOTTE
9 1 = 1, 000°
RALEIGH, NORTH CAROLINA
2005 Meridian Parkway, 0urhem NC 27713
Uj DATE: 09-16-2013
800- 739 - 5048. �nrnjohu}mcedema.com • license No.: C -0203

PROJECT NO. AAC -13010
'
Brier Creek Town Center
THE JOHN R. McADAMS
INC.
FILENAME: EPH10000X. DWG
COMPANY,
Y
ENGINEERS• PLANNERS• SURVEYORS• ENVIRONMENTAL
d SCALE:
� 1 " = 1,000,
FIGURE 2. SOIL SURVEY
RESEARCH TRIANGLE PARK •CHARLOTTE
U, HATE:
RALEIGH NORTH CAROLINA
246 Meridian Parkway, Durham m e No
800.733 5646. nww.jatm mcadamscom . L cease No.: C -0293
09-16-2013

N FIGURE 3: AERIAL / VICINITY MAP
BRIER CREEK TOWN APTS
0 250 500 1,000
Feet
1 inch = 500 feet WADAMS

`0 �0� w A7��pG
o �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 15
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 ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
FYei7
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification — Express X 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 X No
For the record only for Corps Permit:
❑ Yes X 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
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
X No
2.
Project Information
2a.
Name of project:
Brier Creek Town Center Apartments
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
American Asset Corporation
3b.
Deed Book and Page No.
Deed Book: 11581 /Page No. 1824
3c.
Responsible Party (for LLC if
applicable):
Mr. Joe Dye
3d.
Street address:
7990 Arco Corporate Drive Suite 119
3e.
City, state, zip:
Raleigh, North Carolina 27617
3f.
Telephone no.:
919.821.2700
3g.
Fax no.:
919.755.2200
3h.
Email address:
jdye @aacusa.com
Page 1 of 15
PCN Form — Version 1.3 December 10, 2008 Version

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4.
Applicant Information (if different from owner)
4a.
Applicant is:
Agent Other, specify:
4b.
Name:
Property identification no. (tax PIN or parcel ID):
4c.
Business name
(if applicable):
Site coordinates (in decimal degrees):
4d.
Street address:
Property size:
4e.
City, state, zip:
Surface Waters
4f.
Telephone no.:
Name of nearest body of water (stream, river, etc.) to
proposed project:
4g.
Fax no.:
C; NSW
4h.
Email address:
Neuse River (03020201)
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kevin Yates
5b.
Business name
(if applicable):
McAdams Company
5c.
Street address:
2905 Meridian Parkway
5d.
City, state, zip:
Durham, NC, 27713
5e.
Telephone no.:
919 - 287 -4262
5f.
Fax no.:
919 - 361 -2269
5g.
Email address:
[e-mail]
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0768540402
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.905766 N Longitude:- 78.782405 W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
3.84 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Little Brier Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse River (03020201)

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject property consists of two parcels, bisected by Macaw Street, totaling 3.84- acres, referred to as
Lot 12 & 13 of the Brier Creek Corporate Center, as recorded in book of maps 2012 page 761763 of the
Wake County Register of Deeds. The two parcels are currently zoned Thoroughfare District Conditional
Use, Special Highway Overlay District -2, and a Planned Development Conditional Use Overlay District.
The Brier Creek Town Center II PDD, modified in 2011, included the allowance of residential units in the
airport overlay district, up to 600 units. The future land use plan is consistent with the proposed uses
described in the "proposed development ".
The subject property is, located within the northwestern portion of Wake County, approximately 1 mile
northwest of the Raleigh/Durham International Airport (Figure 1). Approximately 90 percent of the
subject property is currently cleared and stabilized with grassy vegetation, aside from the riparian buffer
areas which are comprised of forested areas and would be generally characterized as a Dry Mesic Oak -
Hickory Forest (Schafale and Weakley, 1990). The proposed project is bordered to the west and drains to
Little Brier Creek (Stream A), a tributary of the Neuse River Basin and a designated Class C/NSW
(Figure 3 & 4). There is another unnamed intermittent stream (Stream B), which borders the north side of
the proposed project and drains to Little Brier Creek, and ultimately to the Neuse River. Both Little Brier
Creek and Stream B are depicted on the USGS quadrangle and Wake County Soils Survey (Figure 2), and
therefore subject to the Neuse River Riparian Buffer Rules.
Land use within the vicinity of the project is a mix of retail /commercial, multi - family, and single - family
residential, office, and natural forested areas to the south of the project area. RDU International Airport is
to the southeast of the property boundary.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3b. List the total estimated acreage of all existing wetlands on the property:
There are no jurisdictional wetlands within the current proposed project boundary.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
There is approximately 1,730 linear feet of Perennial Stream "A" & 653 linear feet of Intermittent Stream "B" within project
area.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide sanitary sewer service to the multi - family residential project known as
the Brier Creek Town Center Apartments.
3e. Describe the overall project in detail, including the type of equipment to be used:
The developer AAC is considering two options for the proposed project known as The Brier Creek Town
Center Apartments, however both options will include parking, sidewalks, amenities, associated utilities
and stormwater management facilities. Option A is a 395 multi - family residential unit development on
four levels with two - levels of structured parking below (each lot housing approximately half of the
proposed units). This option anticipates 26 of the total residential units will be townhouse type units
fronting the western, open space, property frontage. Option B includes 393 multi - family residential units.
In this option the townhouse product is deleted and the club increases to 15,000 SF with a 3,400 SF lobby
area. Either option will require the sanitary services and tying into the existing sewer line on the western
side of Little Brier Creek. This initial portion of the project is for design and permitting of the
infrastructure, including the sanitary sewer while the developer decides on an option described above.
Mr. Amanda Jones of the USACE, originally approved and the jurisdictional wetlands on February 16,
2001 (AID# 200220576)), verifying Stream A and Stream B, as the only jurisdictional feature within the
proposed impact project area. Stream Features A and B were also previously confirmed, and are subject
to the Neuse Rive Riparian Buffer Rules, per the original NCDWQ Neuse Buffer determination issued in
1998, by Mr. Danny Smith (NBRRO -20). Arco Corporate Drive was previously permitted with original
overall Brier Creek Corporate Center on June 16, 2005 reference (DWQ EXP 05 -0913) and USACE Permit
NW P 14 (AID 200520324), with subsequent modifications.
The project will be required provide sanitary sewer service and tie into an existing 12" City of Raleigh
sanitary sewer line located on the western side of Little Brier Creek ( Stream A), which is subject to the
Neuse River Buffer Rules. This will result in one proposed impact area to the Neuse River Buffer and an
aerial crossing of Stream A. The proposed 12" sanitary sewer will be encased in a 16" steel pipe, supported
on steel piers, and designed to cross Little Brier Creek at a near perpendicular angle. The new sewer is
proposed to be installed utilizing the trench and backfill method, until it breaches the ground elevation and
crosses Stream A, on aerial piers. The new sewer line will require a permanently maintained 20 -ft easement,
which will be maintained in fescue grasses. The new sewer line will result in 1,261 sf of Zone 1, and 988 sf
of Zone 2 impact to the Neuse River Riparian Buffer.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
X Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
Preliminary X Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soils & Environmental
Name (if known): Sean Clark/Kevin Martin
Consultants
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
• USACE JD verified by Ms. Amanda Jones on February 16, 2001.(Action ID # 200220576)
• DWQ Neuse River Buffer determination issued 06/12/98 by Mr. Danny Smith, (NBRRO -20)
5. Project History
5a. Have permits or certifications been requested or obtained for
Yes X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
*Note: Arco Corporate Drive was previously permitted with original overall Brier Creek Corporate Center on June 16, 2005
reference (DWQ EXP 05 -0913 and USACE Permit NW P 14 (AID 200520324), with subsequent modifications.
6. Future Project Plans
6a. Is this a phased project?
Yes X No
6b. If yes, explain. The proposed project is a portion of the overall project that was originally permitted, however the land
and project are totally independent of the originally permitted project. There are no future phases of the current proposed
Brier Creek Town Center Apartments.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Streams - tributaries X 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 X T
❑ Yes
❑ Corps
❑No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑No
❑ DWQ
2g. Total wetland impacts
2h. Comments: None with currently proposed project.
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)
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Open Water Impacts (N /A)
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually 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
Tem ora T
01 ❑P ❑T
02 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction (N /A)
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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.
X Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
Inset 1
Clearing
Permanent
For Sewer
Little Brier Creek
No
1,261
988
Corridor
6h. Total buffer impacts
1,261
988
6i. Comments: The proposed sewer connections are tying into an existing City of Raleigh sewer line on the west side of Little
Brier Creek.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream and Buffer impacts have been avoided to the greatest extent practicable, while achieving a successful project.
There are only 2,249 linear feet of riparian buffer impact associated with this project, while avoiding 2,383 linear of
stream channel, within the project area.
The sanitary sewer connection is a required connection to an existing City of Raleigh Sanitary Sewer, running
parallel to Little Brier Creek. Location of the proposed sewer connections were directed to existing manholes and
existing grades within the proposed impact area. To minimize impacts, the sanitary sewer at Inset 1 has been aligned at
a near perpendicular angle and will be placed on aerial piers as it crosses the unnamed tributary, reducing stream and
stream buffer impacts in this location.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
- The temporary construction corridor within the Neuse River Buffer will fall within the permanently maintained 20-
foot easement area through the Neuse Buffer, minimizing impacts from construction.
- Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation
as described in the Erosion Control Plan sheet reviewed and approved by the City of Raleigh. All work will take
place during dry conditions and can be facilitated from high, non - jurisdictional, stable ground adjacent to the Neuse
Buffer. The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches, tree protection,
clearing only as necessary to install these devices. All erosion and sediment control measures will be checked for
stability and operation following every runoff producing rainfall, but in no case less than once every week. Any
needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report
is required and will be kept by the owner's representative.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
❑ Yes X No
impacts to Waters of the U.S. or Waters of the State?
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
❑ Payment to in -lieu fee program
project?
❑ 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:

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
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.
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 X 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: All buffer impacts are deemed "Allowable" under the Neuse River Riparian Buffer Rules —
Table of Uses.
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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Final design calculations and construction drawings for Phase 1 of
the Brier Creek Corporate Center development (Lots 5 -13 and Stormwater
X Yes No
Wetlands 1 & 2) were previously approved by the City of Raleigh (City of
Raleigh approval stamp dated 2/06/2006). Velocity dissipaters are provided
at the principal spillway outlets of stormwater wetlands 1 & 2 to prevent

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
erosion and scour in these areas. The dissipaters are constructed using rip
rap, underlain with a woven geotextile filter fabric. The filter fabric is used
to minimize the loss of soil particles beneath the rip rap apron. The
dissipaters are sized for the 10 -year storm event using the NYDOT method.
It is a permanent feature of the outlet structures. At is anticipated that this outlet
design will aide in diffusing the flows discharging out of stormwater wetlands 1 & 2.
(Courtesy Copy of S W Notebook enclosed

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
73%
2b. Does this project require a Stormwater Management Plan?
X Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Comments:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed project drains to Little Brier Creek, a tributary of the Neuse River Basin and a designated
Class C/NSW, and subject to the Neuse River Buffer Rules. A final stormwater management
plans /calculations will be reviewed /approved by the City of Raleigh, however a courtesy copy of the plan
is included as well as a diffuse flow discussion with this submittal package for your review.
The proposed development is located within the Neuse River basin and will be subject to the stormwater
management requirements set forth in Section 10, Chapter 9 of the City of Raleigh regulations. Per City of
Raleigh regulations, stormwater management on this site shall address two primary issues: (1) peak
discharge rates and (2) water quality management. Final design calculations and construction drawings
for Phase 1 of the Brier Creek Corporate Center development (Lots 5 -13 and Stormwater Wetlands 1 & 2)
were previously approved by the City of Raleigh (City of Raleigh approval stamp dated 2/06/2006). Since
the date of the original design, the N.C. Division of Water Quality has issued a new best management
practice (BMP) design manual (effective October 1, 2007). Per discussions with representatives from the
City of Raleigh, Phase 1 of the Brier Creek Corporate Center development will not be held to the new
design standards since these facilities have already been permitted and constructed (or are under
construction) prior to the release of the new manual. Therefore, the proposed retro -fit of Stormwater
Wetland #I (and related design calculation revisions) are based upon the April 1999 BMP design manual.
Velocity dissipaters are provided at the principal spillway outlets to prevent erosion and scour in these
areas. The dissipaters are constructed using rip rap, underlain with a woven geotextile filter fabric. The
filter fabric is used to minimize the loss of soil particles beneath the rip rap apron. The dissipaters are
sized for the 10 -year storm event using the NYDOT method. It is a permanent feature of the outlet
structures.
A courtesy copy of the plan and requested amendments are included with this submittal. (See SW Calc
Book & CD enclose
X 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?
City of Raleigh
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
X NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
Yes X No
attached?

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
X Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached? A copy of the plan has been submitted, but has not yet been approved
❑ Yes X No
by the City of Raleigh.
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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
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
❑ 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 tributaries for this project flow into Little Brier Creek, in which the immediate downstream receiving waters are
already developed or the property is located within land owned by the Raleigh- Durham Airport authority and cannot be
developed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The proposed sanitary sewer will connect to an existing City of Raleigh public sanitary sewer and access easement and
ultimately to the City olf Raleigh wastewater treatment system.
Page 13 of 15
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
® Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The U.S. Fish and Wildlife Serive web site ( http:// www. fws.gov /nc- es /es /countyfr.htmi) was accessed on August 2013 to
determine threatened and endangered species which may potential occur within Wake County. Based on field surveys
coducted within the project area, it is believed threatened and endagered species and their habitat are not present.
The North Carolina Natural Heritage Protection Virtual Workroom internet service (accessed August 2013) does not lists
any federally protected species within a 2 mile radius of the project area.
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?
The North Carolina Natural Heritage Protection Virtual Workroom internet service (accessed August 2013) does not lists
any federally protected species within a 2 mile radius of the project area.
The Clean Water Management Trust Fund web site (http: // 216. 237 .216.18 /cwmtfweb /default.aspx) was accessed on
August 2013 to determine whether the proposed project would impact Essential Fish Habitat (EFH) and it was determined that
EFH is not present within the proposed project study area.
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?
A review of the list of properties and districts in North Carolina entered in the National Register of Historic Places
( http: / /www.hpo.ncdcr.gov /nrlist.htm) for Wake County did not reveal any listing within the proposed project study area. It
is believed the proposed project will not occur in or near an area that has been designated as having historic or cultural
preservation status by the state, federal, or tribal governments.
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: Per the 2005 flood study, approved CLOMR # 06- 04 -A702R there
will be no impact to upstream properties
8c. What source(s) did you use to make the floodplain determination? CLOMR # 06- 04 -A702R
6C, 12S--13
Kevin Yates
R
Date
A licant/A a Si nature
Applicant/Agent's Printed Name

NORTH CAROLINA DEPARTMENT iii
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH RKGIONAL, OFFICE
June 12, 1998
Bob Zarzecki
Soil & Environmental Consultants, i&.
244 West Millbrook Road
Raleigh, North Carolina 27609
Subject: Neuse River Basin Riparian Rules
NBR- RRO -20
Wake County
Dear Mr. Zarzecki:
On several occasions during November and December of 1997 I met with personnel
from Soil and Environmental Consultants, Inc. at the proposed development /project
known as Briar Creek in Wake County. At your request, an evaluation was performed
to determine whether the site would require compliance with the Neuse River Buffer
Requirements. There are streams and a pond on the property which is subject to the
Neuse Buffer Rule. The map you provided indicates the streams, and the pond that are
subject to the rule. (see attached map).
If you have any questions please call me at (919) 571 -4700.
Si cerely,
l
G7 n n �
Danny Smi
Environ ental Specialist
cc: RRO - file copy
wetlands group -John Dorney
8800 BARRETT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED /10% POST-CONSUMER PAPER

I

STREAM & WETLAND NOTES:
1. USACE JD VERIFIED BY MS. AMANDA JONES ON FEBRUARY 16,
2001. (ACTION ID # 200220576)
2. DWR (FORMERLY DWQ) NEUSE RIVER BUFFER DETERMINATION
ISSUED 06/12/98 BY MR. DANNY SMITH, (NBRRO -20)
3. ARCO CORPORATE DRIVE WAS PREVIOUSLY PERMITTED WITH
ORIGINAL OVERALL BRIER CREEK CORPORATE CENTER ON JUNE
16, 2005, REFERENCE DWQ EXP -05 -0913 AND USACE PERMIT /
NW P 14 (AID 200520324), WITH SUBSEQUENT MODIFICATIONS.
�I
I�
r�lj
/
PRIMARY TREE /
CONSERVATION AREA - 20'
WIDE NEUSE RIVER RIPARIAN/
BUFFER ZONE 2, 0.18 AC 5 /
BM 06 G 1640 / y
N/F
BRIER CREEK COMMONS LMTD
PARTNERSHIP AAC REAL / / / /• /'
ESTATE SERVICE INC.
DB. 8507, PG. 2359
PIN: 0768440719 / / /•
/ 4�.
CONSERVATION AREA 0' / ' /• /'/ '�E Ng FfER�:
WIDE NEUSE RNER ftl IAN ( /j • // / RPPR�PN ,� ' /
BUFFER ZONE 2. 67ACSE
BM 2006 PG 164 II f r" gv�
I i
I i ` �A
N
I I �vA
I �
/
I I ''' � /� � ; I ; � � III � � ✓� //
{. 62' PUB C
�CESS EA MENT
EXISITING ECISTING 8" SANITARY S
BRIER CREEK COMMONS o BE REMOVED) y ,• r� ��,. _ /r', �,
SHOPPING CENTER �'� /r
D REMOVAL
F E ISTNG 8"
NIT Y SEWER
r
XISTI G FOLD / / % �r� ��►
BRIER CREEK OFFICE #1, LLC
DB 11051, PG. 36&- - DEMOLITION NOTES:
--18 0768-55-2571 PG. 1634
-- - -'� I NTER M ITTENT �� € EXISTING FEILD / /
\ OCATED TOP OF BANK
i r / ZON� 1 NEUSE �� — �` / 1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL
RIPARI N BUFFER — \ \ OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM
�� �� P _ _ \ `- BRIER CREEK OFFICE DAMAGE.
STREAM "J\ DB 11051, PG.
zQP4E �/�EU- `� _ -- \ 2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES
;x R�PART I� eFER \ BM 2006, PG. 1634 \\ \
- :.• 653 L.F. ,'-� / %� \" �,/ , �� X X i \ PIN: 0768 -55 -2571 \ ���� �\ SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
/ %' '�- •- �__\__� _ + � , APPLICABLE FEDERAL, STATE AND LOCAL RULES AND
�i� d �� �, _./ /� / , wvvA REGULATIONS.
- II..
i J� 1-- ���/ /�'� �' "f / / - �eER " `JAI �� \ \ \ \ \ \ \� ® 3. PRIOR TO DEMOLISHING EXISTING STRUCTURES MAKE AN
J,� / �• _ _ 34>F_ �__— — - — — — \ / / �` �\ -�� }� — — INSPECTION FOR ANY HAZARDOUS MATERIALS. CONTACT
// f �'!J r, ;� - / % — —_ _ — — J — — — — — —9a� — — — —���� / %� _:- "-r-�. \ : / ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE
a , � i � < i 346 �- — — — — — — J \ — — — — \ i h�` 5f'�
X �-7,� �F� / /� / �— — — — — — — — — — — — — — — — — — evs — -�/ /� / \ T— — r -• --' / �� "'/ i DISCOVERED. CAP AND REMOVE UTILITY SERVICES, FUEL
�_ TANKS, SEPTIC SYSTEMS AND WELLS. ALL WORK TO BE
/ ♦� �'� �/ '/ \` �/O r — — — �� _ PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE
A/ / / �/ / �- \ / �I \ — — /� ' y J ss �� AND LOCAL RULES AND REGULATIONS.
/ x'y;' /` /•% /� / / / \ _ I — — — — — \ /\S _EX. 8 g� ss — " S- �� �\ ' \ \ , � �' S 4. CONTRACTOR TO FIELD VERIFY ALL ILLUSTRATED KNOWN
/ , , ♦ / // �' //j — — — — — t — — — — — — — — ?�— — — �X - — — — 8 UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY
r, % - -- / 356 —� - - -c - -\
— — , — — �o� IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD
��/ / / �� _ _ _ _ _3 _ \ — — — — �� ss _ — = — — — _ _ _ \ \ / // NECESSITATE MODIFICATIONS TO THE PROPOSED DESIGN.
10 // / / 5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC
VARIABLE WIDTH ip9£
PRIVATE STORM \ \ \� / / / — — — — — — _ _ / // AND ALL OF THE OWNERS FACILITIES. SHOULD DAMAGE
DRAINAGE EASEMENT \ / GIN REMOVAL- -QE EXISTING — _ p9£ _ OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER,
\ \ / / / � ss — " — — _ — �' /! / / .3 TO THE OWNER'S SATISFACTION.
BM 2006 PG 1637 \ J / 8 SANITARY SEWER — — _ EXISTING 20 --PRIV STORM- = — — — i � / '' ey/
/,� / / — , _ DRAIN�G>= €ASEME T
/ 50 NEUSE RIVER BASIN RIPARIAN I I (/ / / - — _P� — �/ vi 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL
/ ' / // / / BUFFER (TYP, MEASURED 50' /III J ss ~ — — �EXISTNG _2O'' CITY -OF RAL�IGR — ' (BM�096,PG 16 6=1 45)— — _ — — / / / APPLICABLE FEDERAL, STATE, LOCAL AND OSHA RULES AND
/. / l 1 I I I l� - - _ - - / x REGULATIONS.
/'/ FROM TOP OF BANK, EACH SIDE) / / SANffARY- `SEWER EASEMI= NT -(WP - — E)�ISRNG -FIRE / / , \
// % ! .♦ /, ��/ / // (BM 2006 .RC► 16�F'�4`5) • \ - - - HYDRANT A )[lf ds
PERENNIAL // / / / / / /� / (TO "CHANGED - SEE- UTILn'� � � � � � voce` \ / / \ � 7. ALL EXISTING VAULTS, MANHOLES, STORM DRAINAGE
/ / / / / / / / / - - ' STRUCTURES, CLEANOUTS, ETC. NOT SLATED FOR REMOVAL,
/ 100 YEAR FLOOD PLAIN (2005 APPROVED i / j /N) / / ' _ - - �� \ - - - - - \ I \\ \� \ / \ °s SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
/,,,STREAM A / / / / / / / CLOMR FEMA CASE #06- 04- A702R) / — — — _ \ F
_ \ } 8. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW
! �r / / EXT�TINGiB SANffARYR- i / / ) f
1 7 3 0 L. F . / / / / / / / / � --(TOB� REMOVED) / — — _ — — — — — — _ L / / / / / I CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW
/ SCl/ L/ / / / i s� ` / \ / \ I PAVEMENT, SIDEWALK, CURB & GUTTER OR ETC. ANY EXISTING
/ P FADER E/ / / / / / / �i �� // / ' / / ' ' ' — - — — — — \ \ \ \ / / / // / \ T PAVEMENT, SIDEWALK, CURB & GUTTER OR ETC. THAT MUST
�// / ✓ r / �� / / / / — — I f BE REMOVED TO ALLOW FOR NEW CONSTRUCTION SHALL BE
REMOVED AND REPAIRED PER THE APPLICABLE STANDARDS
EXISTING PERMANENT
STORMWATER MANAGEMENT /� /� / / J / ' \ / / / / AND SPECIFICATIONS (WHETHER OR NOT SHOWN ON THE PLANS
/ / / / / / / EX INl; SANITARY / \ / TO BE REMOVED
FACILITY #1 (DEVICE CURRENTLY — — — — — — )'
�EW MANHOLE 1TY)
USED FOR SEDIMENT CONTROL)/ i —
(Td E REMOVEd) \ / — — _ — — — — \ \ \ \ / / \ ' 9. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL
_ \ ,� BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
s \ / / t t►
,�o/ , / / ( / / // /� /� , — — \ I I > / \ / / / — — — - ,,LOT",-6\ \ / CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER (OR
,- I' / �� ° / / / / �// / / \ / / / / 1 / — — — — \ 101.847-SQ. T r THE OWNER'S REPRESENTATIVE) IF ANY DISCREPANCIES EXIST
/ i /' / /� \_ / / Fl
i� �/ / — — 2.34 ACRES / I PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY
, I III EXISTING POND / / / / �'/ 4s'/�// \ \ \ j // / LOT �I / / _ — — — — — — — \ \ \ I PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL
I ( DISCHARGE PIPES / / / / / / / \ \ \ / / 197,13;' SQ. FT / — — \ I BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
J \ I I \\ / /// i // < \ / / / \ I
/ � \ \ //� � \ / \ I / / / / 4.�3 ACRES — — \ \ \ \ � / I I \ 3 I DIMENSIONS OR GRADES SHOWN IN CORRECTLY ON THESE
/1/ BSCISTI G 18" NffACRY S ER PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
/y I \ �// / (TO 9E �tEMOVEDX 10. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL"
I \ ) / / /' / ( / / / ' / / / / / — — \ \ / I (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
/ / / s \ \ / / �/i % / 1 I 1 / r / / / / I I I NORTH CAROLINA ONE CALL ". REPORT ANY DISCREPANCIES TO
/ I THE ENGINEER IMMEDIATELY.
SS S LOT 16 I / (30.58 CJ / / / / / / / \ \ \ \ 11. CONTRACTOR IS RESPONSIBLE FOR COORDINATING
233,013 SQ. FT. .�fj / / I / CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY
__� 5.35 ACRES / IM x'("08 G 347 \ \ ( ( / \ \ �,_ s°
I \ COMPANIES FOR ANY REQUIRED REMOVAL /RELOCATION (I.E.
00 YEAR FLOOD PLA11 / 1 I p \\ ( \ \ \\ I I I I I // \ \\ �\ �'I POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
i III IIII III I 0005 APPROVED EXISTING SANITARY / \ 1 \ \ I I I I _
� CLOMR FEMA CASE SEWER MANHOLE (TYP) / 1 I f \ ` \ \ \ $ I I I I I / � / � � \ \\ � �' I � I 12. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND
'' THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
iI IIII #06104- A702R) -(T0 BE REMOVED) ` I ( 1 \ \ \ \ I I / I m I I / / I I I I j SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
I I I \ \ �'° \ \ \ I 6 PUBLI¢ ACCES EASEMENT I MI I / / OT \ 9 I I '' ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND
III FLOd WAY (2005 / I °I \ BM 200 PG 1 36 -1645 I I / BOM 2006, P E 1638 I THE PLANS SHALL BE REPORTED TO THE ENGINEER
I I _ \ \ \ I 1
N i I I IIII I — APPR�OV�D CLOMR FEMA — \ \�� / \ p (TO E ABANbONED) / �I NI / / 4
— \ \ \ I / \ \ ; IMMEDIATELY.
I I I I I
CAS #06
of / \ �I MI ° �/ ° EXI'ST'I%G 8" WATE LINE I
IIII 11 I °\ \� I I ( ( "I "' M M/ AND BLOOFF 1N 13. PRIOR TO STARTING CONSTRUCTION, THE GENERAL
I I IIII I I I LOT CONTRACTOR SHALL HOLD A PRE - CONSTRUCTION CONFERENCE.
I I ING SANITARY 81,428 SQ�F�,
lI I I SEWER WAtItHH (TYP) / ti
Y I\ I IIII (TO BE REMOVED 1.87 ACRES \ \ `� M I \ \ \� I \ I \ ) / \ I I / I I
\ \ \� ( \\ \ l I E�XISTINd PIPE, �1�1\S`TfNd S T,��;+ R+ T\ BEGIN REMOVAL OF
_ — I \ \\ / / / / I (ATCH BASIN AND � / � I � \ I EXISTING SIDEWALK AND
J I EXl T G PIPE AND \ \ �� \� \ J�\ \� / / / / F S TO BE I �W ]Pk{BLI� CROSS LESS EASEMENT) � \ 1 I CURB AND GUTTER
El'rtb1/AL OF �J�Ia � i
R CATCI-f�BASIN TO — i / RMOVE[� ( \
/ ek'11PNI. G SI DEWALK \ EXISTIN PIPE AND / i EXISTING MEDIAN E REM Ct / EXISTING_PI�E AN / "^ M EXISTNG 8" PVC
�lkN CRB AND EXISTING URB \ CATCH BASIN_TO �- - I \ \ _ CURB_TP- BE - REMOVER -
- 't;UTT�� \ \ AND SID ALK TO - - BE REMO ED- / \ - -
\ \ B EMO BE REMOVED - - - - - - - SANITARY SEWER
\ BEGIN REMOVAL OF
EXISTING SIDEWALK
\ y
LO TED TOP OF B y� K s , I i 111 Uri I I /�fATCt-•T — -- - - — — — — — — — — —
— — — — m )MI/ PIPE . / EXISTING CATtH EjIS T�G REMOVED
BASIN AND /PIPE J 1 \ I / / / BASIN ND P E
/ / / % �� r i(I ( -�''""''y� / / EXISTING ROAD TO BE REMOVED / EXI ING PIP AND
;*Z. , / / { ° I — PIING /SAN�iRY / 1 TO / / CATCH BASI TO \
SEWER ANHdLE (TYP) i°a � EXISTING CURB � // // // T BE REMOVED � �
C ,r r/7 �� / M s ANA SIDEWALK �7 / I
I� ! / I l liIN�G PIPE (TO BE /REMOVED) LOT\ 1 2 B REMOVED ' ° M M ( / az— / / / / I BE IREMOV� / f I \
/ �IH I 85,608 Q. FT. o / � � I I I MACAW STR T/ — 3— ING STO M
BE �EMDVAL / / III l'l / v 4 1.97 A ES / \
I I 8 PRIVATE STREET ASEMENT D INAGE EA§ MENNT
l' , I► 1 i I VARIAHI,E WIq H / �' /TO BE DONED�
OF -�CSTING 8" / l I l r IVATH STORM w I I WISH PUBLIC ROSS
TARP / ' / / ' I I\ DRAI E E�SEMENT \° I / \ / AC ESS EA CRATED)
ENT &
SEWE %' /i ; r I N " / I / PRIVATE DRAIN/ EASEMENT
N/F /� / (i I I I I I \ EXISTING SANITARY SEWER I \ \ \ E\ \ \ / \
BRIER CREEK COMMONS LMTD (HEREBY / \ I I I
-,,(TO/ BE REMOVED) \ \ / / I I I \ R / / i
PARTNERSHIP C/0 AAC REAL / i " /� � i � / Eli( STING RtiPE & I
ESTATE SERVICE INC. / l / %� / I I l ° '� 1-7
DB. 8507 PG. 2359 / I I I L SPI�EA[�ER
PI 4073 / / /' / / / ISTI PIPE / / I /j I �/ \ \ \ \ i \ \ I —' / / I I \ LO 7 1 I
jj i / / . W / l J I / / CITY OF RALEIGH SANITARY /// / ( I \ \ \ \ / I \ 6e-% I I I
•, ,/ / /� /y / �/ / / / �� / ` S ER EASEME T (TYP) / / 1 \ I I I I \ / / / I \ M 2006, �Pi 1638
/ / / I// I / \ _
, / / /- \/ T BE EXCHANGED - SEE 1�
/ y /' / ' I / / I \ / UTILITY PLAN /° / J I I I 1 \ 390
/ J /
/ / \ \� VARIABLE WIDTH PRIVATE /j /// � l\ / _ _ _ �'
\ DRAINAGE EASEMNT , / / / /j // LOT ) 1 / / / / / \ \ - _
\ i / / / / "5/0/// X74.318 SO. FT. Jl I`
N '/ I / 1 SD
/ yy C Ntl \ • \� Y // I — — — so \ \ IiAR�f ,SENER'� �// 1B 59 ACRES
(TO bE rim LOT 10 \ 66,705 SQ.
— _ -- — / 1 I 1 191,899 SQ. FT. \ x.53 ACRES
20 0f OF RALEIGH- SYJt�ARY — /� / I \ /
\ / / / / l I
y. ✓ / r �. / / / / / / _ ` ��� \ \ �\\ F�SM 4 41 ACRES
\ \ _ J -(TO/
EXISTNG SAN11A \ \ - -EN R 0'V LI F� N(� �� \ /I
SEWER MANHOLE \ I s \
/1 / l l "T / (TO BE REMOVED) \ \ \ I / 8/ SA�IITARI� �F ItIR \ I \ \\ \ \ ` I J/ I 1 \ \ \ \ / // �\ \
as as I \ I ^� \ \ / \ / 3\
0,
`
lJ�l � � � � I
/° ( ) �/ / /� 1 115-1 GR NNW I - - -/
y . I // � ✓ �,�., I �ASEME I� I� I \III 1 \ \ 111 I \ \ \ I �ea� \ \ \ \ \ \
) JI ,III \111 , \ \ 1 , I� II \\ o\ I 1 ��- --�
�
�� ��o� \ \ \ �°/I I I I 1 I� I I \ \ \ V
/' lV l A�\ v v V vv — — — —
i
EXISTING PERMAN 11�
ENT
I STORMWATER MANAGEMENT
•\ \ ,� ''� \
FACILITY \ # 2 \ (DEVICE CqRRENT14 I USE FOR SEDIMENT C TROL \- i I 1\ \ \ I v-1 I V I R I AB \ I E W\ ID T\ I H 1 NATE STORM /
CP EIII EAS4ME T /1l BM 120061 PG 7 +M 11 ZN - G S ) A\ v � \ 50 NEUSE RIVER
\ \ 1 l
\
\
\
' —
-
• ` �� \ /� I BASIN RIPARIAN III (( I I I \ \ \ I �'/
N\ N s� \ \ � �, i I I � ' I ) / II I II ► i / //: ► I I I \ I I 1 II I 1 1 / { / I 1 I 1 I 1I 5 1 I I I 1 I 1 I \ \ ,Exls h\ l \ 1 1 I \ \ I' cl\ \ o \ � \ �1 � ` — i / j / / / /i i / / / / � / / � / / \ \ — \ — — /� � � ��
/ BUFFER (TYP.
MEASURED 50 EX. " ss / S
V s, FROM TOP �F SAdITARY-SEINER \
DANK, tAC SCDE) -z-
SID- - - -
l % �r Ij° /!!�' ' / \ /� \ \ \ \ / /�/ / / GI I I \ \ (I-2Qls= 13�­_ ��\ a/� , , - - - - - -
RIM RY TREE �/ I I'
ON RV�TION AREA - 40' I \� K ) \i'/
WI NEt1SE RIVER RIPA AN Ni /I, Y / / \ sue— ss ss ss EX 3 — —�
B FE ZONE 2. 0.67 A�, >< I ) . / / �\ — i ./ l �{ ` `l �- \ �— — — . — —� / - N
2D06 PG 1640 �I �� I /'`� r l _ r '� = — — — — y y� /'j j� / WARD VENTURES, LLC
I I x II;I I 1 / / C \ \ —z_ __ __ _�_�� —� -- —� �// % �' DB 8355, PG 1511
� ��" / \ , - _ _ — — _ ✓ — — — - - _ — - ' — -- '% / ,`/ �i 8974 / ��
_I AND CURB AND
GUTTER
I
SSI
s--II
Ijl
I
I
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
I
B
I
H
I
LEGEND
I ? GRAPHIC SCALE
60 0 30 60 120
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND k
NCDOT STANDARDS AND SPECIFICATIONS. 1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
M
M
M ,
�U
Z
0$ o -�
coo
ti
N
v
� A
� V
N CARS
. v- W -, ' 9
V LaS28
0
W
P4
LID
O
P-4 CO CO
C
t-4 CO
CQ
000��
O L) A d
O a
L)
W o E.
P E a O
�L) o�
W �
A �
F■��i V�
W
A z
Z
� �0
U
Z
O
U
U
z
P-4
PROJECT N0. AAC-13010
FILENAME: AAC13010 —XC1
DESIGNED BY: RCA /SBT
DRAWN BY: SBT
SCALE: 1 99 =60'
DATE: 08 -28 -2013
SHEET N0.
C -1
'J MCADAMS
BORE HOLE
SANITARY SEWER MANHOLE
0
SANITARY SEWER CLEANOUT
Wv
WATER VALVE
®
WATER METER
FIRE HYDRANT
❑T
TELEPHONE PEDESTAL
OT
TELEPHONE MANHOLE
[E]
ELECTRIC BOX
7Y(
LIGHT POLE
�Q)
POWER POLE
CURB INLET /CATCH BASIN
O
STORM DRAINAGE MANHOLE
❑
YARD INLET
DRIVEWAY CULVERT
SD
STORM DRAIN
OU
OVERHEAD UTILITY LINE
LIE
UNDERGROUND ELECTRIC
UT
UNDERGROUND TELEPHONE
W
WATER LINE
FL
FIRE LINE
SS
SANITARY SEWER LINE
G
GAS LINE
FO
FIBER OPTIC
X
FENCE LINE
100 YEAR FLOOD PLAIN
—
—
—
50' NEUSE RIVER BUFFER
I ? GRAPHIC SCALE
60 0 30 60 120
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND k
NCDOT STANDARDS AND SPECIFICATIONS. 1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
M
M
M ,
�U
Z
0$ o -�
coo
ti
N
v
� A
� V
N CARS
. v- W -, ' 9
V LaS28
0
W
P4
LID
O
P-4 CO CO
C
t-4 CO
CQ
000��
O L) A d
O a
L)
W o E.
P E a O
�L) o�
W �
A �
F■��i V�
W
A z
Z
� �0
U
Z
O
U
U
z
P-4
PROJECT N0. AAC-13010
FILENAME: AAC13010 —XC1
DESIGNED BY: RCA /SBT
DRAWN BY: SBT
SCALE: 1 99 =60'
DATE: 08 -28 -2013
SHEET N0.
C -1
'J MCADAMS

STREAM & WETLAND NOTES:��
1. USACE JD VERIFIED BY MS. AMANDA JONES ON FEBRUARY 16, / /•
2001. (ACTION ID # 200220576) EX. 20' CITY OF ; �� / / /•
RALEIGH SANITARY
2. DWR (FORMERLY DWQ) NEUSE RIVER BUFFER DETERMINATION SEWER EASEMENT / i / / /•
ISSUED 06/12/98 BY MR. DANNY SMITH, (NBRRO -20) (BM 2000 PG 1743) /� / /•
3. ARCO CORPORATE DRIVE WAS PREVIOUSLY PERMITTED WITH
ORIGINAL OVERALL BRIER CREEK CORPORATE CENTER ON JUNE
16, 2005, REFERENCE DWQ EXP -05 -0913 AND USACE PERMIT
NW P 14 (AID 200520324), WITH SUBSEQUENT MODIFICATIONS. / / ) ,
50 E RIV
BRIER CREEK OFFICE #1, LLC
2096, RG 169
�r /� BASIN B AA N BUFF
�(�
INSET /l/ / / i / FROM TOP OF C PIN: 0768 -55 -2571
/ / '� /•/ /� �� ��� / EACH SIDE) —
BRIER CREEK COMMONS LMTD t4,
PARTNERSHIP C/O AAC REAL \ / �! ol�
ESTATE SERVICE INC. / •� / ,% �� — —� �� \`
DB. 8507, PG. 2359 y
PIN: 0768440719 EXISTING FOLD
,� � •I % / ` / / / / /�, `t ��, _. \.. LOCATED TOP OF BA �-
!� !, P' ZONE 1
T���
/ IPA BUFFER
RIAN / . Y
✓ ♦, / //t 1, i
SANITAR S ERA
'�_
♦ r�i �/ i j ji // �/ — — — C L _ `�
RALHIS, LLC P
BM 2005, PG 1965'
PIN: 0768 -55 -9276
HOTEL/TD
N\
\N
N/F
RAL LOT 2, LLC
BM 2005, PG 1965
PIN: 0768 -65 -2213
HOTEL/TD
OUTFA A /' / ' A //' / ZONE 2 NEUSE y�y
//
(SEE SH T P �2y / / /CREJE C(�P RA's 1 / PROPOSED 20' CITY EX. 20' CITY OF RIPARIAN BUFFER W y W W W W W W
/ / OF RALEIGH SANITARY RALEIGH SANITARY
/ /' MASTE1314S %/ N / / I SEWER EASEMENT SEWER EASEMENT
/ ,• j /732A��/// '/ / �\ - - -� - -- - - -- BM — PG 1637- -�---- --/ /��
/ //• / / — ---------------- - - - - -- W . W
i �. / ♦PIDI: Ot4,�6 / VARIABLE WIDTH W W W W W W W W W W y W W W W W W
• PRIVATE STORM / / EX. TRANSFORMER
.V . 1 1 . . 1 1 1 . y 1 1 y y 1 1
/ /; / , / / DRAINAGE EASEMENT PROPOSED 20' / EASEMENT
/� /
40 AV / � / % J / PRIVATE STORM ( (BM 2012 PG 762) W W W y W y W W
/ /! // Qt.�j' //� / DRAINAGE EASEMENT t \--- - - - - --
/ lo, !i
i
�I L / 1
EXISTING PERMANENT 1 440'X15' SIGHT I�
STORMWATER MANAGEMENT PROPOSED DISTANCE TRIANGLE
i,! / FACILITY #1 (DEVICE CURRENTLY PROPERTY I
/. — —
EX. 62' PUBLIC ( I I '
ACCESS EASEMENT I I v��
l l l h 4
p
1 i• �� �: �a . `•
USED FOR SEDIMENT CONTROL)
LINE
Total Max (SF)
Retail Max
Res Unit Max
Hotel Units
5
— RETAINING WALL TO BE
—FITIT —FIT
LOT 17
10%
0
0
I
I - ,17—
DESIGNED BY OTHERS
10%
0
I I
I
10 */11
8.59
I N/F
10%
(FUTURE DEVELOPMENT)
LOT 6
I
I
-
QUALCOMM
320
4.53 AC.
FUTURE DEVELOPMENT
5.35
255,000
10%
n 18041 ARCO CORPORATE • DRIVE -
LOT 16
13
2.34 AC.
,
20,000/65,000 **
280
LOT 9 ,
_—
(FUTURE DEVELOPMENT)
I MACAW STREET
-
-
-
-
BM PG 1636
� `� PIN: 00768 -54 -9715
= LOT 13 5.15 AC.
1(89' '
10%
0
0
16 */17
4.53
U— _
E3TU N I
PRIVATE STREET EASEMENT
NT WITH
0
0
TOTALS
1,630,000
-
- I
•
PUBLIC CROSS ACCESS EASEMENT &
WALLS AND BUILDINGS UNDER 35'
00 YEAR FLOOD PLAT
PRIVATE DRAINAGE EASEMENT)
I
,
FFKUVL (BM 2012 PG 762)
FEMA CASE �I
#06 -0 — A702R) (SEE P -1)
—..
• I i it � i % � /� �F ' �� / I
/ • - •� I SANITARY SEWER 15'X20' TRANSIT EASEMENT
DEVE M ) I I OUTFALL B (BM 2012 PG 762)
SIGHT DISTANCE
(SEE SHEET P -3) EASEMENT
PROP ED I
/ I H PRIV I I
EASEM LOT 11 LOT 10 LOT 5
(FUTURE DEVELOPMENT) (FUTURE DEVELOPMENT) FUTURE DEVELOPME
8.09 AC. 4.41 AC. 1.53 AC. I
o. d I
, OT • z NE 1 NEUS 50' NEUSE RIVER \ I PROPOSED 20' CITY OF '
/ / " RI ARIAN BUFF E /
/ / /' / i BASIN RIPARIAN \ I I RALEIGH SANITARY SEWER 440'X15' SIGHT
Z NE 2 NEUSE/BUFFER (TYP, l EASEMENT I DISTANCE TRIANGLE
�• �� �� RI ARIAN BUFFE MEASURED 50' 1 1
v ,. FROM TOP OF
• I !� �' i '� ! 1 I BANK, EACH SIDE) i
EXISTING PERMANENT
• `'� �\ 'L� L `\ \ �// STORMWATER MANAGEMEN
FACILITY 2 T
\ \� �!� �• " ` I CURRENTLY USED 'FOR 111 1 EXISTING FEILD
SEDIMENT CONTROL) ZONE 2 NEUSE LOCATED TOP OF BAN
A / I 11 1 RIPARIAN BUFFER
FLOODWAY (2005 I I EX. 20' CITY OF I
I APPROVED CLOMR FEMA
i //1 \ RALEIGH SANITARY 1
4) CASE #06- 04— A702R) / SEWER EASEMENT ZONE 1 NEUSE
1 r BM 2012 PG 133 -136 RIPARIAN BUFFER — — — — —
$RIE CR EK R _ / //
ENTERuIMASTER A0 •�-- - - - - -- —�� — _11
LOT 114\� de
v L_7.3� �,ACa' • •� �� \ VARIABLE WIDTH
EX. 20' CITY 2008; �G. �.6=34� �•
• �/ ' �_ PRIVATE STORM
SEWERHEASEM�Y \ ��N.`fl `6$�4�5 \71 — �<� DRAINAGE EASEMENT
(BM 2000 P F17�43) \ ,�� <� BM 2006 PG 1637
/ N/F
� WARD VENTURES, LLC
LOT 3 /
/ y ,
I 23.3 AC.
V 1 y
DB 8355. PG 1511 �
/• / i 'A\ / PIN: 0768328974 y W W
AQ_
LOT 15 0 /
7.04 AC.
• • J BM 2012, PG 134
PIN: 0768 -43 -5332
/,/000
l000l
I I
III
01
X11 �
8051 ARCO CORPORATE DRIVE
LOT 7
5.93 AC.
BM 2012, PG 134
PIN: 0768 -54 -7190
I'
1 d
.• • .�
i
�w
��
.0 CORPORATE DRIVE
LOT 8
2006, PG 1638 —
0768 -64 -2550 =
AGO
J
J_
M
Lot #
Acreage
Total Max (SF)
Retail Max
Res Unit Max
Hotel Units
5
1.53
240,000
10%
0
0
6
2.33
240,000
10%
0
0
10 */11
8.59
255,000
10%
0
0
11 */12
1.97
-
20,000/65,000 **
320
150
12 */16
5.35
255,000
10%
0
0
13
1.87
-
20,000/65,000 **
280
150
OS LOT 14
7.32
-
-
-
-
15 */10
4.41
255,000
10%
0
0
16 */17
4.53
255,000
10%
0
0
TOTALS
1,630,000
115,000
600
300
SITE LEGEND
v SIGNAGE
¢ ACCESSIBLE RAMPS
PROPERTY LINE
— — — RIGHT —OF —WAY LINE
— — — — LOT LINE
EASEMENT LINE
CENTERLINE
:;..:::., :. CONCRETE SIDEWALK
PRIMARY TREE
CONSERVATION AREA
OPEN SPACE (LOT 14)
SITE NOTES
1. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN ON THIS PLAN, NO
OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB
LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN,
OR OTHER OBJECT.
2. SPECIAL INSPECTIONS NOTICE: RETAINING WALLS OVER 5.0' IN HEIGHT NEED
TO BE REVIEWED AND PERMITTED THROUGH THE CITY INSPECTIONS
DEPARTMENT. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY OF ANY
STRUCTURE ON THE SITE, THE WALL SHALL BE INSPECTED PURSUANT TO
THE CITY SPECIAL INSPECTIONS CRITERIA. THIS SHALL BE AN ENGINEER'S
CERTIFICATION/LETTER CERTIFYING THE RETAINING WALL IS REQUIRED PRIOR
TO THE FINAL INSPECTION APPROVAL AND THE ISSUANCE OF COMPLIANCE.
THIS CERTIFICATION SHALL BE PRESENTED TO THE CITY INSPECTOR AT THE
TIME OF FINAL INSPECTION AND SHALL BEAR THE PROFESSIONAL SEAL OF
THE SPECIAL INSPECTOR.
3. SEE SHEET C -3 FOR TYPICAL PAVEMENT SECTIONS.
OWNER
BRIER CREEK CORPORATE CENTER
ASSOCIATES, LP
8010 ARCO CORPORATE DRIVE,
SUITE 350
CHARLOTTE, NORTH CAROLINA 28273
SITE ADDRESS
8010 ARCO CORPORATE DRIVE,
RALEIGH, NORTH CAROLINA 27617
REFERENCE
Z -65 -96 (AREA C), Z- 11 -01,
BS- 205- 99,S- 58 -98, S- 53 -98,
S -64-14 S- 65 -03, S- 50 —OB,
MP -2 -11
PIN
0766544764, 0768438432,
0768328520 0768328974
SITE ACREAGE
30.58 ACRES
ZONING DISTRICT
TD —CUD, AOD, SHOD2, PDD
INSIDE CITY LIMITS
YES
FLOOD HAZARD AREA
YES
EXISTING USE
VACANT
BUILDING SETBACKS
REQUIRED
ARCO CORPORATE DRIVE
• 10' — CANOPIES, SCREEN WALLS
AND BUILDINGS UNDER 35' HIGH
• 20' (MIN) & 25' (MAX) —
STRUCTURES GREATER THAN 35'
HIGH
• 20' — ALL PARKING STRUCTURE
MACAW STREET
• 10' (FROM PRIVATE ACCESS
EASEMENT) — CANOPIES, SCREEN
WALLS AND BUILDINGS UNDER 35'
• 20' (MIN FROM PAE) & 25'
(MAX) STRUCTURES GREATER
THAN 35'
• 14' (FROM BACK OF CURB)
BUILDING CONTAINING
RESIDENTIAL USES
INTERNAL LOT LINES: 0'
PERIMETER LOT LINES: 20'
BUILDING HEIGHT
MAXIMIUM
150' (LOTS 12 & 13)
195' (LOTS 5, 6, 10, 11, 15, 16)
90' (PARKING STRUCTURES)
PARKING SPACES
REQUIRED
10 -2081 CODE SECTION, WITH 16%
REDUCTION FOR LOTS 5, 6, 11, 12,
13, 15 & 16
OPEN SPACE
REQUIRED
7.32 AC PROVIDED (LOT 14) WHICH
EXCEEDS THE 15% FOR A PDD
DEVELOPMENT
REQUIRED
SEE MATRIX BELOW
INTENSITY
* PDD refers to lots 10,11,12, 15 & 16 different from BM 2012 pg 762. Correct connotation shall follow the platting
* *if dev with dwelling units first /lodging units second
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS.
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
M 0
,'N
M
�U
Z
Q
v
A
� V
S28
O
D
W
Pr'
0
W
r�
W
CQ
C M,4
P., W . z
Ix E­4
a
C)�Ad
�o '<a
W�Pqz
L)�0
W o E.
Ix ao
A �
W�
A
O
' � a
0
U x
a
t7
O
r � � 10
F+�
z
PROJECT N0. AACi -13010
FILENAME: AAC13010 —OAS1
DESIGNED BY: RCA /SBT
DRAWN BY: SBT
SCALE: 1 " = 100'
DATE: 08 -28 -2013
SHEET N0.
C -3
'J MCADAMS

PROPOSED NEUSE BUFFER IMPACTS
+ + + + ZONE 1 = 1,261 SO FT
® ZONE 2 = 988 SO FT
/
10"00 /
SSMH 1 / \
(DOGHOUS
75' GREENWAY EASEMNT/ (TYP.,
MEASURED 75' FROM YOP OF •\
BANK, EACH SIDE) /
100 YEAR FLOOD PLAIN
(2005 APPROVED CLOMR
/• / / / /� / // I FEMA CASE #06- 04- A702R)
/• 50' NEUSE BASIN RIPARIAN _ / _
BUFFER (TYP., MEASURED 50' \ / BRIER CREEK OFFICE 1 LLC
FROM TOP OF BANK, EACH SIDE) / / ZONE 2 NEUSE \ /
/00, // — RIPARIAN BUFFER __ BM 2006, PG. 1634
_____ -� ____ PIN: 0768 -55 -2571
/ // ,/ 1 / __/ " " "�" ZONE 1 NEUSE
RIPARIAN BUFFER STREAM ffBff �,,,\ ��\ •.
- -�'
7241 ICHANN� SHALL REMAIN
UNDIS�[JRBED (EXCEPT FOR
\ / / CLEA ING TO INSTALL AERIAL) TOP OF BAN \
C
K
+ + PROPOSED 40' DIAMETER CITY OF RALEIGH ' \ "" \ \ - -7
+ x / SSM 2 / ` SANITARY- SDNER EASEMENT MEASURED FROM
/ CEN R OF MANHOLE-(C OF RALEIGH STD.
— — — — — S DI �Nk7fES NCDENR + + - _ _ _ �' - - - _ •' / / \ — —
I ,BUFFER IMPACT
— UTILITY CROSSING) / + �+ ++ + _ — / / _ /
EX. SSMH — / i / / // + + +
EX,J�N2�0 / /
-X. IN\(�IN= 34�4.2��'
EX. I OUTW4#.1U- / i i /.� �a +oo
/ I / I I / f / i� - - -- - -11- _ \- —� ------- - - - - -- - _ \
x 01
�'', / / / / \ / 'EXS$ — — — 18 +00 — c ice_ S• SS
i / / / / /1 I — CRY
! // v� TOP OP BAN / / \ / OFORALEIGH2SANITAR1f
/ /• / / / / ' / // �i' '/ / / (N �i' / / / / / / / I I SEWER EASEMENT
/• / / �i \ d� //
AD
I` — - -- ` \ -- � SSMH 9 /%
` (ARCH- CORPORATE
—_ _ — = EX. 20' CITY OF �I DR. — PHASE
—EXf 6 PEIiIANENT J — — — — — — — — — RALEIGH SANITARY
�STORMWATER— MANAGEMENT \ — — — — — — — — — — \� sra 9 +77.31
/• / /�/ / �/ / / % / �� \ ��� \ \ \ _____ - - -__— _ SEWER'EASEMENT
IL #1 (DEVICE CURRENTLY �� l / \ \ — — — — — — — — — — — — — _BM 2006 PG 16
X / \ \ / ��— F - - - - --
ST M / / / / / / rJ8 FOR SEDIMENT CONTROL) � I . / \ \ \ \ i � � — � — — �
jt� ff i ` / / / \ \ \ i / �- — EX. SSMH 8
! / \ \ / , — — — — — — _ _ {ARCO CORPORATE DR. PHASE 1)
- _- _ -_STA. 184:W.05--
/ / / STORMWATER POf�D \�_ // / 17+ I �� T ---- - - - - -- -- —�-------------- - - - --° - -\ / \� �// Aw
a
c
360
C
C
C
C
4
C
a
v
350
N
340a
x
W
M
0
z
330
325
SANITARY SEWER OUTFALL "A" J*
75' GREENWAY EASEMNT (TYP.,
PROPOSED 20'
EXISTING
50' NEUSE BASIN RIPARIAN
BUFFER (TYP., MEASURED 50'
MEASURED 75' FROM TOP OF
PRIVATE STORM
ARCO CORPORATE D RIVE
FROM TOP OF BANK, EACH SIDE)
BANK, EACH SIDE)
DRAINAGE EASEMENT
(90' PUBLIC R /W)
a
c
360
C
C
C
C
4
C
a
v
350
N
340a
x
W
M
0
z
330
325
SANITARY SEWER OUTFALL "A" J*
10 +00
11+00
12 +00
13 +00
14 +00
15 +00
16 +00
. If
350
F 8" PVC (EXISTING)
340
330
325
17 +00 17 +50
w
a
STREAM & WETLAND NOTES:
1. USACE JD VERIFIED BY MS. AMANDA JONES ON FEBRUARY 16.
2001. (ACTION ID # 200220576)
2. DWR (FORMERLY DWQ) NEUSE RIVER BUFFER DETERMINATION
ISSUED 06/12/98 BY MR. DANNY SMITH, (NBRRO -20)
3. ARCO CORPORATE DRIVE WAS PREVIOUSLY PERMITTED WITH
ORIGINAL OVERALL BRIER CREEK CORPORATE CENTER ON JUNE
16, 2005, REFERENCE DWQ EXP -05 -0913 AND USACE PERMIT
NW P 14 (AID 200520324). WITH SUBSEQUENT MODIFICATIONS.
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
SHEET NQ.
6 DEVELOPER: ,,.�� "C'A"� �._,� �, AAC -13010 INSET 1: PROPOSED NEUSE
5 � JOHN R. McA13AMs ,,. ...... �i• •. ��` AAC13010- PPI.DWG BRIER CREEK TOM VN CE R P-2
4 BRIER CREEK CORPORATE COMPAW, INC. ° o��• ' DESIGNED BY: RCA /SBT BUFFER IMPACTS
3 CENTER ASSOCIATES, LP 2905 Meridian Parkway = _ s _
DRAWN BY. SBT MACAW STREET RE ALIGNMENT �>�
3700 ARCO CORPORATE DRIVE, SUITE 350 Durham, North Carolina 27713 = = MCADAMS
2 CHARLOTTE, NORTH CAROLINA 28273 License No.: C-0293 �: G E•:• HoRIZ. scALE: 1" = 40' PLAN &PROFILE INFRASTRUCTURE CONSTRUCTION DRAWINGS
(800) 733 -5646 ■ McAdamsCo.com N , . �`� VERT. SCALE: _ , �ATARY SEWER OUTFALL "A"
1 • ........ _
REVISIONS DATE MCADAMS ���'%" C' A��`��� 1 4 RALEIGH, NORTH CAROLINA
�p DATE: o8 -2s -2013 STA. 10 +50 THRU STA. 17 +50
_
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
■■■■■■
•
■■■■■■■■■■■■■■■■■■■■■■■■
4�bm■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■i�ii
\
■
■
■
■
■
■
■
■
■■
■III
■
■
■■fl
■
■■
,. _
_
. •;
■
. -
■
_
_
■■■■■■i■■■■■■■■■■■■■i
_ ,
iZ■■■■I■e
■
■dm■■■■■■■■■■I1■■■■■■■
■■■■■■■■■
■
■
■I
■
■
■
■
■
■■
■■■■■■tl■■■
■
■
■
■
■
■
■
■
■
■I
■■■■■■■■■■
■■■■■■■■■■
■
■,�
■
■,�
■1.0
■:.iii
■
■IZ'
■
■
■
■
■
■ ■
■
■I
■r
I; '
■
■■■
■
■
■i.t
■
■
■■
�
■
■���i�i
d.��.'
-�;:.1;=
..
iOMAN,
%■
0■
0■ 01
®■
_ .
.
■■
i
■■olil
■
■■■
mommom■■■
I■
I■■■E■
@!!!!!_=
_1i:;,
_
ii■
�■�_��
■■
�
��
_�
�%�%%�
■
■
■
■
■
■
■lI■i
■
o■
o■m
■1
looms
MOAN
MR
_■
NNOWNE
■■
■m\
■■
■■I
dl
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■ii
i
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■�
■
■
■
■li?
.9•a.
l■■
■
■1
■■■■■■■■
■■11101
l■■■■'!
■Ie!
l■■
■
■1
■
■■■■■■■■■■■■■■■■■
m■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■im
■Im
■
■
■
■
■
■
■
■
■■
■■
■■■■■■■■
■■
■ml
l■■■■
■
■
■■I
l■■
■
■1
■
■
■
■
■
■
■
■
■
■I
■mimmi'imiimi
iim
iii
I
im■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■I
■
■
■
■
■
■■
■
■
■
■
■i'i■
■
■
■
■il�ii
■ii
■i
i■■
i■ii
ii■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■I
■
■
■
■
■
■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
/I111■
■
■
■
■I
lim'l1■
ism■■\■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
a■■■■■■■■■■■■■■
■a
■
■■I■
■
■►■
■■loom
■►
09■
1+
m11
Mimi
■■■
■
■
■
■
■■
■
■
■
■
■
■
■
■
■■
■
■
■
■
■
■
■
■
■■
■
■
■
■■
■
■
■
■
■
■
■■
■
■■
rim■■
a�■■
��■■
��■■■
l��m■■■
���■
��■■■■■
■
■
■
■
■■
■
■
■
■
■
■
■
■
■■
■
■
■
■
■
■
■
■
■■
■
■
■
■■
■
■
■
■
■
■
■
■
■
■II
■
■
■
■
■�
■
■I
■
■
■
■��■
LEI■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
Moog,
■
■
■
■
■
■
■
■
■
■Ir
�1■■■■,1■
��■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
■■■■■■■■■■
■
■
■
■
■
■
■■���
�i�'�I��ii�
loom
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■
■■■■■■■■■
INN
■■■■■■■■■
■■■■■■■■■
r■■■■■■■■
r
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■r■■■■■■■
■
INN
NONE
10 +00
11+00
12 +00
13 +00
14 +00
15 +00
16 +00
. If
350
F 8" PVC (EXISTING)
340
330
325
17 +00 17 +50
w
a
STREAM & WETLAND NOTES:
1. USACE JD VERIFIED BY MS. AMANDA JONES ON FEBRUARY 16.
2001. (ACTION ID # 200220576)
2. DWR (FORMERLY DWQ) NEUSE RIVER BUFFER DETERMINATION
ISSUED 06/12/98 BY MR. DANNY SMITH, (NBRRO -20)
3. ARCO CORPORATE DRIVE WAS PREVIOUSLY PERMITTED WITH
ORIGINAL OVERALL BRIER CREEK CORPORATE CENTER ON JUNE
16, 2005, REFERENCE DWQ EXP -05 -0913 AND USACE PERMIT
NW P 14 (AID 200520324). WITH SUBSEQUENT MODIFICATIONS.
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
SHEET NQ.
6 DEVELOPER: ,,.�� "C'A"� �._,� �, AAC -13010 INSET 1: PROPOSED NEUSE
5 � JOHN R. McA13AMs ,,. ...... �i• •. ��` AAC13010- PPI.DWG BRIER CREEK TOM VN CE R P-2
4 BRIER CREEK CORPORATE COMPAW, INC. ° o��• ' DESIGNED BY: RCA /SBT BUFFER IMPACTS
3 CENTER ASSOCIATES, LP 2905 Meridian Parkway = _ s _
DRAWN BY. SBT MACAW STREET RE ALIGNMENT �>�
3700 ARCO CORPORATE DRIVE, SUITE 350 Durham, North Carolina 27713 = = MCADAMS
2 CHARLOTTE, NORTH CAROLINA 28273 License No.: C-0293 �: G E•:• HoRIZ. scALE: 1" = 40' PLAN &PROFILE INFRASTRUCTURE CONSTRUCTION DRAWINGS
(800) 733 -5646 ■ McAdamsCo.com N , . �`� VERT. SCALE: _ , �ATARY SEWER OUTFALL "A"
1 • ........ _
REVISIONS DATE MCADAMS ���'%" C' A��`��� 1 4 RALEIGH, NORTH CAROLINA
�p DATE: o8 -2s -2013 STA. 10 +50 THRU STA. 17 +50