20150739 Ver 1_Riparian Buffer Authorization_20150724

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, ITC 37615 - Phone: [phone] - Fax: [phone]
sandec.com
To: NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9th Floor
512 North Salisbury Street
Raleigh, NC 27604
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Corners @ Brier Creek -Phase 1
Durham, Wake County, NC
201,50739 S &EC Project # 11229.W1 1
1
JUL 2 4 2015
DENR - WATER RESOURCES
401 & BUFFER PERMITTING
On behalf of the applicants, please find attached a complete application and supplemental information
requesting a No Practical Alternatives review for Neuse Buffer impacts from the N. C. Division of Water
Resources (NCDWR). Please contact me at (919) 846 -5900 if you have any questions or require
additional information.
IMPACT SUM NARY
Stream Impact (acres): 0
Wetland Impact (acres). 0
Open Water Impact (acres): 0
Total Stream Impact (linear feet): 0
Total Riparian Buffer Impact (square feet): Zone 1: 220 ; Zone 2: 422
Attachments:
Pre - construction Notification (PCN) Application Form
Agent Authorization Forms
USGS Topographic Map
NRCS Soil Survey Map
Surface Water Determination letters
Jurisdictional Determination -AID# SAW- 2012 -01637
Mitigation Credit Commitment letter- Wildiands Holdings
Impact Exhibit -Buffer Impact Sheet
Existing Conditions- sheets C -2 & C -3
Overall Site Plan- sheets C -5 & C -6
Stormwater Impact Analysis
PROJECT SUMMARY
Project Name
Corners @ Brier Creek -Phase 1
Project Type
Commercial Development
Owner / Applicant
Seventy West, LLC; Seventy Vest, LLC & l
Creekwood Highwav 70 Alexander, LLC
Countv
Wake
Nearest Town
Durham j
Waterbodv Name
Little Brier Creek
Basin
Neuse
Index Number
27- 33 -4 -1
Class
C, NSW
IMPACT SUM NARY
Stream Impact (acres): 0
Wetland Impact (acres). 0
Open Water Impact (acres): 0
Total Stream Impact (linear feet): 0
Total Riparian Buffer Impact (square feet): Zone 1: 220 ; Zone 2: 422
Attachments:
Pre - construction Notification (PCN) Application Form
Agent Authorization Forms
USGS Topographic Map
NRCS Soil Survey Map
Surface Water Determination letters
Jurisdictional Determination -AID# SAW- 2012 -01637
Mitigation Credit Commitment letter- Wildiands Holdings
Impact Exhibit -Buffer Impact Sheet
Existing Conditions- sheets C -2 & C -3
Overall Site Plan- sheets C -5 & C -6
Stormwater Impact Analysis

D_W�_�!'..�'
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1 a. Name of project:
Comers at Brier Creek -Phase 1
4c. Street address:
1 b. County:
Wake
Raleigh,, NC 27615
1c. Nearest municipality:
Durham
4f. Fax no.:
1 d. Subdivision name:
N/A
dshidevtc'i_sandec.com
1e. Is the project located in any of North Carolina's
❑ Yes ® No
twenty coastal counties. If yes, answer 1f below.
1f. Is the project located within a NC Division of Coastal
0 Yes ® No
Management Area of Environmental Concern (AEC)?
2. Owner Information
2a. Name on Recorded Deed:
See Attached
2b. Deed Book and Page No.
See Attached
2c. Map Book and Page No.
See Attached
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party
See Attached
(for Corporations):
2e. Street address:
See Attached
JUL 7, , 4 2015 I
2f. City, state, zip:
See Attached
J
2g. Telephone no.:
See Attached
DENR - WATER RESOURCES
dn1 P QI MCCD D[.1 AITT111�
2h. Fax no.:
See Attached
2i. Email address:
N/A
1- Applicant Information (if different from owner)
3a. Applicant is: ❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name: Deborah E. Shirley
4b. Business name Soil & Environmental Consultants, PA
(if applicable):
4c. Street address:
8412 Falls of Neuse Road, Suite 104
4d. City, state, zip:
Raleigh,, NC 27615
4e. Telephone no.:
919 - 846 -5900
4f. Fax no.:
919 - 846 -9467
4g. Email address:
dshidevtc'i_sandec.com
FORM: BA 10 -2013
Page 1 of 5

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Impact #2
1 c. Property size.
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
0768 -29 -2671, 0768 -29 -0724 & 0768 -29 -8421
Latitude: 35.9193 1 Longitude. - 78.7911
28.36 acres
Little Brier Creek
C; NSW 27- 33-4 -1
2c. River basin: Neuse Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing conditions consist of forested land with an overhead utility easement bisecting the northeastern
portion of the property/phase. The general land use in the vicinity includes commercial development and forested
land to the north.
3b Attach an 8' /z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c. Attach an 8' /z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
No streams exist within Phase 1
3e. Explain the purpose of the proposed project:
The purpose of the project is to construct a loop road that connects TW Alexander Drive and US Highway 70; this
loop road will provide access to the proposed commercial development.
3f. Describe the overall project in detail, including the type of equipment to be used:
The overall project of Phase 1 will include the loop road, retail space, parking and stormwater BMP's. Equipment
to be used will include excavators, bull dozers and other typical equipment used for land clearing, construction
and excavating.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/ Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas? Agency/ Consultant Company. Soil &
Name (if known): Steven Ball Environmental Consultants, PA
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWR: Two site visits too place with Martin Richmond and Sara Knies of the NCDWR verifying surface waters
on two different occasions, site visits took place on July 10, 2013 (NBRRO #13 -163) and August 13, 2013 ( #13-
214); USACE: Jurisdictional waters have been verified by Dave Shaeffer, AID #SAW- 2012 -01637
5. Project History
5a. Have permits or certifications been requested or obtained for this I ❑ Yes ® No ❑ Unknown.
project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
Ij 6. Future Project Plans
6a. Is this a phased project? I ® Yes ❑ No
6b. If yes, explain.
Phase 1 will be the first phase of the future mixed use development identified by the property boundaries on
sheets C -5 Details of the total buildout of the entire property have not been completed yet.
FORM: BA 10 -2013 Page 2 of 5

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Protect is in which protected basin?
® Neuse
❑ Tar - Pamlico ❑ Catawba
I ❑ Randleman
❑ Jordan ❑ Goose Creek
1 b. Individually list
all buffer impacts below. If any impacts require
mitigation, then you MIUST fill out Section D of this
form.
Buffer impact
Reason for
Type of impact
Stream name Buffer Zone 1
Zone 2
number—
impact
(exempt, allowable,
mitigation impact
impact
Permanent (P)
allowable w/ mitigation)
required? (sq ft)
(sq ft)
or Temporary (T)
B1( #1) ®P ❑ T
Road Impacts-
Allowable
Little Brier ® Yes ❑ No 133
422
Parallel Road
w /Mitigation
Creek
B2 ® P❑ T
Stormwater
Allowable
Little Brier ❑ Yes ® No 87
0
Outfall - riprap
Creek
dissipater pad
B3 ❑ P❑ T
❑ Yes ❑ No
B4 ❑ P❑ T
❑ Yes ❑ No
B5 ❑ P❑ T
❑ Yes ❑ No
B6 ❑ P❑ T
❑ Yes ❑ No
Total buffer impacts 220
422
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing protect.
The location and geometry of the proposed Loop Road is based on guidance from the NC Department of
Transportation. Per NCDOT requirements, the Loop Road needs to be constructed to accommodate the future
interchange of US 70 and TW Alexander Drive.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The site plan will require an Erosion & Sediment Control plan that will include measures to protect water quality
during construction activities. Additionally, seeding will take place to provide permanent vegetation to stabilize the
slopes after construction.
FORM: BA 10 -2013 Page 3 of 5

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the protect result in an impact within a protected riparian buffer that requires buffer I ® Yes ❑ No
mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the
table below.
Zone Reason for impact
Total impact Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1 Parallel Road Impacts
133 3 (2 for Catawba)
399
Ij Zone 2 Parallel Road Impacts
422 1.5
633
Total buffer mitigation required:
1,032
2c. If buffer mitigation is required, is payment to a
I ® Yes ❑ No
mitigation bank or NC EEP proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments: See attached Mitigation Credit Commitment letter from Wildlands Holdings. l
FORM: SSGP3080 8 -13 Page 4 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of ❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the use of ❑ Yes ® No
public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland ❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .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):
July 24
Deborah E. Shirlev !J( ( 2015
� Date
Applicant/Agent's Printed Name Applicant/Agenfs ignature
(Agent's signature is valid only if an authorization letter from the apph t is provided )
Send this completed form and accompanying documents to the following:
For government transportation projects sent
by First Class Mail via the US Postal Service
NC DWR, Transportation Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
For all other projects sent by First Class Mail
via the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
For government transportation projects sent
by delivery service (UPS, FedEx, etc):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc).
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10 -2013 Page 5 of 5

u i
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: IA/ S-7
Address: C�%,,10cv ,aV /Vc� i:�:- 76,-)3?
Phone: c%/9 – o,
Project Name/ Description: ��c '��v�, S &EC Project # ZZCi
Date:
i
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current nroverty owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon reques�,
supplemental information in support of applications, etc. from this day forward. The /6 — day of
'AID ✓G/r,
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 S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
W6p"'er. Print Property Owners Name/ ty Vwner a e
cc: Ms. Karen Higgins cc: Mr. Steven Ball
NCDENR - DWQ WeSCAPe Soil & Environmental Consultants, PA
Archdale Building
512 N. Salisbury Street, 9th Floor
Raleigh, NC 27604

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name:
Address: At, -27C,0
Phone: 9/9
Project Name / Description: THE S &EC Project # ZZ 9'j
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The 18 day of
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 S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name � perty Owner' Sign�ture
cc: Ms. Karen Higgins
NCDENR - DWQ WeSCAPe
Archdale Building
512 N. Salisbury Street, 91h Floor
Raleigh, NC 27604
cc: Mr. Steven Ball
Soil & Environmental Consultants, PA

11 I 1 11 1 1 . I I I I I I I I 1 II .1 1 1 I I I 1
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: Creekwood Highway 70 Alexander LLC
Address: 4949 Westgrove Drive, Suite 100
Dallas, Texas 75248
Phone: 972 - 447 -9035
Project Name/ Description: Highway 70' I.We( S
Date: 6/18/2012
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
S&EC Project # ( 17 . Z� -(
1, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The 18th day of June
2012.
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 S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
Creekwood Highway 70 Alexander, LLC
Michael T. Tonti, Managing Member
Print Property Owner's Name
cc: Ms. Karen Higgins
NCDEJR - DWQ WeSCAPe
Archdale Building
512 N. Salisbury Street, 9- Floor
2Z'
Property Owner's Signature
cc: Mr. Steven Ball
Soil & Environmental Consultants, PA

Corners @ Brier Creek Property Ownership Summary
July 23, 2015
Property Owner(s)
PIN
Deed Book/Deed Page
Acreage
Seventy West LLC
0768 -29 -2671
11744/1587
7.55
Attn: Carlton Ashby
10500 Glenwood Ave.
Raleigh, NC 27603
919- 291 -9118
Seventy Vest LLC
0768 -29 -0724
11744/1590
6.25
Attn: Carlton Ashby
10500 Glenwood Ave
Raleigh, NC 27603
919- 291 -9118
Creekwood Highway 70 Alexander LLC
0768 -29 -8421
11619/2130
14.56
Attn: Michael T. Tonti /Chad Boyette
4949 Westgrove Drive, Suite 100
Dallas, 'TX 75248
972 - 447 - 9035/972- 764 -0876

.y
. via . L3 • M s .
CiB2
MW
IF
_ r
i
Y M
AV
Yf.:w t iy1 },r 1�
K �
a a
I
�14 IZV. tvz Cr8�2
41, CrC.2
Project Number:I 1229.W I I Map Title: N
0 1,000 2,000
Project Manager: FIe�ure 2- Sod Survey Map I i i I I I I I I
SB Creekwood Highway Feet
scale: Wake County, NC J4
Date: Source: Wake County GIS Soil & Environmental Consultants, PP_
7/23/15 Sod 5urvev Sheet 1 7' 18 � a.0 .u. ,a �.,... x.,�sua. Iw Y,1..� �. :.cis•n.� ivwrw- u•1,. rvivrxa.wa
. �...m a

f�', �'• r ( "; 'I ` - rr�y;
._.. � � •,' .` 1 , 1 �'1�•�� L �` fl 1� �� 1 ��t! ��r- / �J�' `• �•' 1�.�•- �..• -+.� yr J JI f, '� + +�
9
1 I I- ~•` � .-•� --•~'� - �r t � J� r ~ —5`_ l 1 -.�. � � , � r� J; � , r r t� J + •�
5 1 1 r'��•t.�.. fr...• J i
S +� y _ •/, I!! `�i `, `•\ t�^_ -r 1 �"'•� �' ,,1y, 1 • '� 1 5� I
NOER.. DR
WAI
•- ,A '�..`{ L. •°v •' fir' �,�.. .,._''��..,� i �. ~ \ i. 1 - /' 1. ` � f' r t �� �
�. �. �� ,,..'y..,, _/`•ice/ �•• ` ` '1 � ; � �� 5 ..,r'j '+.� ] 1 � '-, �
5
r T f.
1�, I ,11 - ',j / f4 �4 '' � � - ��is� ` ' � t'• 11S `'� �? i_ ��� 1' 1j' %l
Luzvdr Sprin.y`
1'1 l % ! f - e 111 t t �� >�.� _ f'� J qr ,� .f i r! �✓
Project Number:1 12 29.W I I Map Title:
0
Project Manager:
5E3
Scale:
111 = 1000'
Date:
7/23/15
Figure I - U5G5 Map I
Creekwood Highway
Wake County, NC
source: Wake County GI5
U5G5 5E Durham Quad
1,000 2,000
1 1 1 1 1
Feet
5+
N
A*
Soil & Environmental Consultants, P
sJl S I J4 d \cw Y.ul !.w I W. Win,# ,l S'e 1! . M.9r Iv1911tL_: AIU • 1 a. Ivivi w .v

A 4&
NC®ENR
North Carolina Department of En, virenment and Natural Resources
Division of Water Quality
Pat,McCroy Thomas A Reeder
Governor Acting Director
July 11, 2013
Steven Ball
S &EC
11010 Raven Ridge Rd'
Raleigh, NC 27614
John E Skvarla, III
Secretary
Subject Surface Water Determination Letter
NBRRO# l 3 -163
Wake County
Determination Type
Buffer Call Isolated or EIP Call
® Neuse (15A NCAC 2B 0233)
❑ Ephemeral/intermittent/Perennial Determination
❑ Tar - Pamlico (15A NCAC 2B 0259)
❑ Isolated Wetland Determination
❑ Jordan 05A NCAC 2B 0267)
Project Name Creekwood Addition
Location/Directions Subject property is an undeveloped tract located at 10500 and 10520
Glenwood Avenue in Raleigh
Subject Stream UT to and Little Brier Creek
Determination Date: July 10, 2013
Feature E /UP* Not Subject I Subject
A E X 1
B P I X
*E111P = EphemeraUlntermittent/Perennia!
Staff: Martin Richmond
Start@ Stop@ Soil USGS
Survey Topo
X
Throughout X X
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 1 24,000 scale Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream There may b&
NjifffiCarohna
awra!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Intemet www ncwaterqualdy org 1628 Mail Service Center Raleigh, NC 27699 -1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10°% Post Consumer Paper

Creekwood Addition
Wake County
July 11, 2013
Page 2, of 2
other streams located on your propertylthat do not show up on the maps referenced above but, still may be
considered Jurisdictional according to the US Army Corps of Engineers and/or to-the Division of Water Quality
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 DWQ 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 refet-red to the Director m1writing c/o Karen Higgins, DWQ 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 owneir/future owners should notify the Division of Water Quality (including any other Local, State, and Federal
Agencies) of this decision concerning any future correspondences regarding the subject property (stated above) This
project,may require a Section 404/401 Permit for the proposed activity Any inquiries should be directed to the
Division of Water Quality (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 Martin Richmond at (919) 791 -4200
Respect lly,
J
Danny Sm _
Regional upervisor
cc RRO /SWP File Copy

S&
EC

4p
r �R "r' e.•
Ti
r• •.�
tiOw All
� .� • +R � .� � � ` ,♦ iT7�1' •., ��fy�_� f may` % : \�' �' ' . � �1� r•'���'. �'.�
�ql,� •. �L. ' ' •������ t1�4 ��� (�. '_! S rye- •••_:' .ti 5: �,��.,``�,�y.` _�� ^q,�T
K�� �,,,.4 i1 • + ,i�:,i ± ' .C. ..� ..� ���� afi: s vti« ti� `,� * �: ���ww�C.. ' s
' ia� bi it ,{..• '� •. 7 .:'ff0. `� r;
A►1 . ' \� 41•'x: �:� • y,. 'jE.
' ....��1•� Oil- �. .( 1!�i -►. i iE l :�
S&
EC

Project Name: Creekwood Property
Location/Directions: Subject properties are undeveloped lots located off of Highway 70 in
Brier Creek
Subject Stream: UT to Little Brier Creek
Determination Date: August 13, 2013 Staff: Sara Knies
I Feature
I E/UP* I Not
I Subject
Start@
Stop@ Soil USGS
NCURR
North Carolina Department of environment and Natural Resources
I
Division of Water Resources
I I Survey Topo
Water Quality Programs
Pat McCrory
Thomas A. Reeder John E. Skvarla, III
Governor
Director Secretary
I
August 19, 2013 R `. F
Creekwood Highway 70- Alexander LLC AUL, ,3
4949 Westgrove Drive
;
Suite 100
Dallas, TX 75248
I I I I
X I
Subject: Surface Water Determination Letter
I I X
NBRRO#13 -214
I P I I
Wake County
Determination Type:
I I X
Buffer Call
I Isolated or EIP Call
® Neuse (15A NCAC 2B.0233)
❑ Tar - Pamlico (15A NCAC 2B .0259) ❑ EphemeraUlntermittent/Perennial Determination
❑ Jordan (15A NCAC 2B .0267)
F-1 Isolated Wetland Determination
Project Name: Creekwood Property
Location/Directions: Subject properties are undeveloped lots located off of Highway 70 in
Brier Creek
Subject Stream: UT to Little Brier Creek
Determination Date: August 13, 2013 Staff: Sara Knies
I Feature
I E/UP* I Not
I Subject
Start@
Stop@ Soil USGS
Subject
I
I I Survey Topo
B
I E I X
I
Property Line
I ! X
I
I P I I
X I
Property Line
I I X I
J
I I I I
X I
DWQ Flag (Int. Start)
I I X
K
I P I I
X I
Property Line
I I X
*EIIIP = Ephemeral l7ntermittent /Perennial
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 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
00 e Caro ma
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet: www.ncwateraualitv.orq Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 5096 Rerydedl10% Post Consumer Paper

Creekwod Property
Wake County
August 19, 2013
Page 2 of 2
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR). ,
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a 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 inquiries.shouid 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) - 5544884.
If you have questions regarding this determination, please feel free to contact Sara Knies at [phone].
esp tfully,
Danny Sm7pervisor
Regional S
cc: RRO /SWP File Copy
Steven Ball; S&EC, 11010 Raven- Ridge.Road, Raleigh; NC-276 14

' '.i> yr�.- rC.t�LV ... T��ii � ,�. -..- s; i "�yy �:. •f'i7^° � •'L�i �. '. � y•1
W-i•y 'ii' �, i �
!.
• MSS # • a fx�J�a g� T•° 9. c
j_ 'L a +. t .. :" 7 - "4' yr�"L�'++ \, - f �• . -,may. .t 'yr�•3 u F ''AA IYf',
- r - t]i"k�er[- �- �� x � G:�.i ir4 ,�,���t t �� i � t� �srs�i p,++ ♦ �yV�` -} _ ���y'_�'-
-.'.�' e � � t ♦ f �t� *��y�3.;A} _ - * � "Yl+��i!�;�i _`�3L• - (J{"�t'�'�`f,��" � 1r�F,����t �-.� i +i VwYw a
= Jt 1n•`�')
RK
A.
ORK ♦f
4
a 1f � , h+• at„ ' '� Cif B2
.'S - ♦ ..�
:Nj�2 x.: CrC2
�. .a
7 � W�ai�'���� t' ~ K r� Z.. M •
MfB
NMI
rB
C.
CrC2
;�'' -�_ �. n 1.. .. �:F ,. a s 9 *y � ; -•t -.
Cf8 '� Cry$"
' MfEfa ♦ _
crczl-
� iii •v4.. p''!` `t `a %r ';y � �� � �'�r � `•� �• "s�i �p G7
MfB2
mtE
.i�- -1y.� �? k •t 4 yam• ?• I �fq� ' {..♦ 7 • .
r.• t«x•' �I . }:.. '�3 � � • ji" ♦ rC2 : CrC., r..+ _ y jig.
' _> .�.• �/♦• �♦ try! � . .! t `�' '
i L _ ay1 •Y `�ttie e' S « ` t (4a 134' M t •A� '';

'If 'ta�a�.�•__ ,, pp S , . 3 r.'..'r • _ .. � �wyy !b * � r _ 4m.t�' { � �_• >a<
'^ ". � sxrgt •' � a ,a'C.'Ab �lT. '� s _:'�,'w -�_ S _���ny'w i v7fy �; t
%^ a ��° �-i�/F. +yji (. a '" -� �" ' ' ►:. in.'i•.
M fC -
oo
LO
•' a iq> *•, �.�, } `•
a 'i. 4, ;; .a: ; . • • Via-.
•�l e. n
C� Vi.t } sy ;�� � rt''`�'N -� •��W �- � '� �� �� f � L�``f+. y$y a �� �� •y ��'�" �1
lei
� yrf7iW
Mf ��,��,yy . W: GrC2' t o w
Pk
W c o Cr62 �k .,�. ►.
Cr 21 .
I � L! >�(� ` ' � fi� K (a� asi•' i� � y �, a f✓f..r • �. �iCCi � j , - L

i
WAN
.1 11h,
rAA
Opp
�JJ_�r, -tom j� #
sets mi i
T(�(
OF
all
OW e7
►� !�'� t rte-`
1

w
L 5
`EE _
N U
Qa (u i
cc
e
� �. rrseassraasa.seaxaaa :rrr sarras -s ssea�arrea rRs
@ r il rrl@ �@ fl irsk;@!@ srai =Ir @ @a1�E161 /filtrt @I��alae8a
z
J g�aea�n�e35°: 3. 01 �5' J5399S 1SJ58�383983!!6!!l391illY�iBl9
J�
-O�ffi
I
3
9
I � X
I r
got
�H
a Y
r
eta
p6
�i
B
tr
0
5 U
rTA�I
O R
� oZj I
�ggd
S(
Q Z
JH
d
W
Z
J
Y
a 99ei
pill
6
Ii
Q �
J
H
3
O
3�
W�
U

WILDLANDS
HOLDINGS40
Mitigation Credit Commitment
July 23, 2015
Seventy Vest, LLC
Mr. Carlton Ashby
10520 Glenwood Avenue
Raleigh, NC 27605
Re: Reservation of Riparian Buffer credits for the Corners at Brier Creek project
Bank Name: WEI - Neuse 01 Nutrient Offset and Buffer Umbrella Bank
Bank Site: Buck Swamp Parcel and /or Caraway Creek Parcel
Bank Sponsor: Wildlands Holdings II, LLC (wholly owned by Wildlands Engineering, Inc.)
DWR Project #: 2012 -0144
Riparian Buffer Credits Reserved: 1,032 sq. ft.
Neuse 03020201 River Basin
Project name: Corners at Brier Creek
Applicable Local Government /Municipality jurisdiction: NC Division of Water Resourses
Dear Mr. Ashby:
Wildlands Holdings II, LLC has reserved the above mentioned Riparian Buffer Credits from the WEI — Neuse 01
Nutrient Offset and Buffer Umbrella Bank - Buck Swamp Parcel and /or Caraway Creek, (DWQ Project #: 2012-
0144), to satisfy the Riparian Buffer mitigation requirements related to the above mentioned project. The
Project is located within the service area (HUC 03020201- non - Falls) of the Bank.
Wildlands will have the required Riparian Buffer credits available after NC DWR issuance of the first release from
our new Caraway Creek bank. Closing is scheduled for August 4, 2015 and the release is expected within a week.
An invoice for this transaction will be sent as soon as we are in receipt of the Riparian Buffer Authorization
Approval from NC Division of Water Resources. Final transfer of the credits will be made upon full receipt of
your payment to Wildlands Holding II, LLC, at which time a credit transfer certificate verifying your credit
purchase will be issued to the North Carolina Division of Water Resources and to you for your records.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 719-
2100 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Robert W. Bugg
Wildlands Engineering, Inc.
Director: Land Acquisition
rbugg(cDwildlandsene.com
0: (704) 332 -7754 ex. 105 M: (704) 719 -2100
cc: Deborah Edwards Shirley — Soil & Environmental Consultants, PA
Wildlands Holding II, LLC Wildlands Engineering, Inc • 1430 South Mint Street, Charlotte, NC 28203

v
m
SITE I
PERA
PARALLE
BUFFER
IMPACT =
PER
PARALLI
BUFFER
IMPACT =
PERMANENT
STORMWATER OUTFALL
BUFFER ZONE I
IMPACT = 87 SF
LIMIT:
TRANSPORT/
FAC
0
0 1
U
S
N
O
a
ENVIRONMENTAL FEATURES KEY
LOD /TOE OF ---- - - - - -- BUFFER ZONE
SLOPE
STREAM
Ln BUFFER ZONE 2
N TOP OF BANK
7
N
IMPACTS KEY SHEET & SUMMARY
BZ 1 PERMANENT BUFFER
ZONE /IMPACTS
BZ 2 — PERMANENT BUFFER
ZONE 2 IMPACTS
F
WB US -70
EB US -70
:�flf
JUL 2 4� D
2015 f '
0ENR . .,,,.__ r
m
a
0
z
O
5A
W
rc
a,N
7E+gyp
R8�
"a
8w�
d O w T
N m
U
Q
F-
LU
W
LU U)
LL
LL
00
z
J
Y
Q W o
U) z
�U
LLI
W LLI
Ow
co
0
SHEET NUMBER
PRM -1

1ACINITY MAP
a KMm m tl ^-r
1 �
1
1
1
1
1
� 1
� � 1
` 1 ttNNTV
P� =AMA
1
1 :
1 g
NS N ! Q1lkW-1=v P08 6 1 L
3 PC 256
(IX1R
00.) :
ZONING: Rp (WAKE CO)
ZONING: Wh(DURHAM 00) H1
1
1
06S7'23• E 0415.,19' 6
1
1 EXTENT
(SEE NOTE
1
1
W -Ir
\
\ 1
:ONE
\ \ \e \ \\ 1 EKIE7IT OF TOPO AREA
\ e \ (ICE NOTE N ON SHEET O-1)-
i wet
GENERAL NOTES
1. SEE SHEET C-1 FOR 0043M NOTES
1 HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOVN
IEIKON Is BASED CH AN ACTUAL FEND SURVEY MADE UNDER
MY S64RAtSIO1 AND ALCIUIIATELY REPRESENTS THE PHYSICAL
FEiAIUES YWRE)O I AT THE TIME OF THIS SURVEY .
ERIC M. MANTAUK. PLS L -5019
DATE
\ PULTE HOME CORPORATION
I \ PIN 0769 -03-21 JI15 —J
OB 5979 Pc 651 10
l P6 192 PC 209 —
, \ \\ \
EXTENT OF 7W0
:.1 NOTE /a ON SEE1TC -1) \
/Y'�
ta•3rE '• � _ �_� ,�� % %����%� '__� \\\ti► \i." / / //�� ll,llf�l,1_ti!1 /� \ \ \
.I(
-�% r /�— % / i�%I, -Y \ \ \ \ \\ J� /Y•'— l,rl/'' CAIMN VINCENT CMUNE \ \
, !, De97e 730 S1PG e75639.w \
PET w PO 50
(DIRMAN CO.)
JaNno ND (DURHAM m)
IN
/ / , I / / / /r'�T� / //' /ice � ii %�� \� \ \` \\ /ji //•' �.�.j I
\1 \\`�f� /� \
L ,�/ /, • / - -/ ,11111 I f /, , !, / /•, / \ \ \�1 l /•_ -`_--z
Os� c l/1 1 I 111// ! I / /•�iKr y 1 11 I -/ // / /��_��
111
/ 4� J \ 1 I I f r // / // I I / / / / fIi •. 1 ! \
/ / / /,
/ /4, / /i��1 \111111 fill VIII' 1/ / /// / / /- i / / /� /!! - \ \ \ \\
/ /�" •/ / / ._ ) III;I I II I, ( I 1 1 111 f // ! !; ! !�; \\ \ \� \ \ \;- �;- ,! /; // -
i r , till
f
I f f l' r l l / yM�RA E ♦ —AN C ¢aRa
�I\hh 1 \71`111y 1y1 h`: P. e6°
(wArECO) / A�
• \ I
`,�
// / fl / //f 1 / /� / / /// III 1 \ \ \ \\ \ \ \ \ \ \\ \ \ 11 / /♦ RD
(DUw1AM to>
\ \\\\, \\ --
\ \ \ \\ \\ \\ \\ 11 _�/ •• / / / y��j�115 of
\\`\` 1 \ \'1 11111111 I 1 i f'�_ // yE /� %/' �jIIA�7
r• /l� ) \\\ \ \\\ \\ \; �\ 1 \`\ \ \ \ \\ \x\ \\ \1 )'Zl \1\ \11 I 1 III\ 1 \1
y fill ``1\ `\ \ 1 \ 1
\\
l I till'. l 'J /E'e�6 /6e \)1111\
/ /i / / /' / / =�'rRl6lh2. X1111 \0111
_ /i/ / / / /// / / / wr * w--
/ - / / / /,/ / " //i ///, �/ / /— /�\ , 1 \ \ I I -
aIE \\ // - �/ !' \ / / / / /� / //� /III I \ II I \ f,••�
II I ri, ( 1 \ \ 1, \ \ \\ i \1 \ \•__• 1 e
I // / 2 e I 1 \ \ \ \ \ \ \ \ \ \ LONLESS E HEIRS
ir<j,.11 I I I 0769 -.16 -2516
/✓ /�% l `�\ \ \ \ \ \ \\ \ \ \ \ \\� \ \ \ \ \ \ \ \ \ \ \\` • T Oe 61e PSI 0-E- f /
1\ (wAlai
\\ CL.AYTON, JERRY P ! MARTON R
NN 0766 -30 -5667
( C ♦ \ .\ \ \ • �� ACCgi I[NT�� �� . , , \ \ — — — \I \ / I DB 2056 PO 57
1 t PUMP \ \ e !' } / ) 1 ) \ \\ \ ^ 1 \1 l \ \ \ ^`�4775rPD�+76E\T \\ �\ \ y i �:1E1D5, I.OHESS E NF1R5 EXTENT Of 704 (wN(E CO)
STATION
\`\ \ \ \ y \ \ \\ l �a X16 �! (SEE NOTE N ON SHEET C-1) IXA I e t
♦ �I I / I 1 —� \ J / = / S/ _ _ / I / \ \! \ \ \ 1 I l 1 1 \ - `I -h / r^ — ,•TaEPIN 0769- n.
Oe 2216 -
1 L. 1 � � / :� _r - ,- � ,� � T � < � � _ I 1 / , ,r,r\ \ : �-s i6Y2.• ►- TB0.\76� %r /,�^�'T,, �/
l I M �,.,_J;LT • s / E IWAJL
I Alt "�T' \ Mr7C3Tw 19' T SM'76YTw J966TYJY /.. IFee7)�l6•����_� / M I��^ _ \\ \I l / I\ ( / / ///
SEETHIA eAAIYAM "� / / - /i _ )1!)'� /lI / '/ I `I I 1 %
4 / / \
M DB us9e z2n ` � \ / 1� : l / l I 1 1 I \ 1¢�1q�p ' i., / / � /' •%/!P
X.M. (D) / i I \\ �e `\ 1/// �- J�ii- \ \ \\fJ! // /1ff /jII /,/
l I
X.M.
/ / `\ `I e `\ e ` I I .f 7 /' i . / tlmEwo� / r' uJ< / /i/ /I I / / /, // --, 1 1 1 36 ,
"°7 11 " I 67 s- 26c2w1 ` \% \I\ ` �''',� i '' '// /;; i'i % ;'
061E W4 PO 0B tz44 PD 1A66M, \ \ 4, • / , , /. / 1 I .L
zw 1466 I BZONpQ`O 'ro) 11 % �� / ( /// / / //, i/ j/ , 1 I T4 11; 1 "C \ - -
\�,\
(aH6IAM m) (w1elAM ) •
�Nj(lfile /, ///,r. . 1 ` 1 \
1 N !
\II ,- I f MATCNLINE L-------- - - - -i-
1 iI _7���/ ��T C -3 1
.�����������T /SHEET C- ]����� I ���������
!III In, I
\1'
1 111 #111 /�
- yX /� /�i% / / /• /��i��i� \ \� / /,� //j 111 1. \ 1 \
e
\
CP E
,
]13 EEMENT/
OB 407
DB 3143, PC 411
OB 3143. PC 415
I
rill'
\
E109TN0 "'0N PIPE
t
�
1 ,
H
\\
U
r
• \ I
`,�
// / fl / //f 1 / /� / / /// III 1 \ \ \ \\ \ \ \ \ \ \\ \ \ 11 / /♦ RD
(DUw1AM to>
\ \\\\, \\ --
\ \ \ \\ \\ \\ \\ 11 _�/ •• / / / y��j�115 of
\\`\` 1 \ \'1 11111111 I 1 i f'�_ // yE /� %/' �jIIA�7
r• /l� ) \\\ \ \\\ \\ \; �\ 1 \`\ \ \ \ \\ \x\ \\ \1 )'Zl \1\ \11 I 1 III\ 1 \1
y fill ``1\ `\ \ 1 \ 1
\\
l I till'. l 'J /E'e�6 /6e \)1111\
/ /i / / /' / / =�'rRl6lh2. X1111 \0111
_ /i/ / / / /// / / / wr * w--
/ - / / / /,/ / " //i ///, �/ / /— /�\ , 1 \ \ I I -
aIE \\ // - �/ !' \ / / / / /� / //� /III I \ II I \ f,••�
II I ri, ( 1 \ \ 1, \ \ \\ i \1 \ \•__• 1 e
I // / 2 e I 1 \ \ \ \ \ \ \ \ \ \ LONLESS E HEIRS
ir<j,.11 I I I 0769 -.16 -2516
/✓ /�% l `�\ \ \ \ \ \ \\ \ \ \ \ \\� \ \ \ \ \ \ \ \ \ \ \\` • T Oe 61e PSI 0-E- f /
1\ (wAlai
\\ CL.AYTON, JERRY P ! MARTON R
NN 0766 -30 -5667
( C ♦ \ .\ \ \ • �� ACCgi I[NT�� �� . , , \ \ — — — \I \ / I DB 2056 PO 57
1 t PUMP \ \ e !' } / ) 1 ) \ \\ \ ^ 1 \1 l \ \ \ ^`�4775rPD�+76E\T \\ �\ \ y i �:1E1D5, I.OHESS E NF1R5 EXTENT Of 704 (wN(E CO)
STATION
\`\ \ \ \ y \ \ \\ l �a X16 �! (SEE NOTE N ON SHEET C-1) IXA I e t
♦ �I I / I 1 —� \ J / = / S/ _ _ / I / \ \! \ \ \ 1 I l 1 1 \ - `I -h / r^ — ,•TaEPIN 0769- n.
Oe 2216 -
1 L. 1 � � / :� _r - ,- � ,� � T � < � � _ I 1 / , ,r,r\ \ : �-s i6Y2.• ►- TB0.\76� %r /,�^�'T,, �/
l I M �,.,_J;LT • s / E IWAJL
I Alt "�T' \ Mr7C3Tw 19' T SM'76YTw J966TYJY /.. IFee7)�l6•����_� / M I��^ _ \\ \I l / I\ ( / / ///
SEETHIA eAAIYAM "� / / - /i _ )1!)'� /lI / '/ I `I I 1 %
4 / / \
M DB us9e z2n ` � \ / 1� : l / l I 1 1 I \ 1¢�1q�p ' i., / / � /' •%/!P
X.M. (D) / i I \\ �e `\ 1/// �- J�ii- \ \ \\fJ! // /1ff /jII /,/
l I
X.M.
/ / `\ `I e `\ e ` I I .f 7 /' i . / tlmEwo� / r' uJ< / /i/ /I I / / /, // --, 1 1 1 36 ,
"°7 11 " I 67 s- 26c2w1 ` \% \I\ ` �''',� i '' '// /;; i'i % ;'
061E W4 PO 0B tz44 PD 1A66M, \ \ 4, • / , , /. / 1 I .L
zw 1466 I BZONpQ`O 'ro) 11 % �� / ( /// / / //, i/ j/ , 1 I T4 11; 1 "C \ - -
\�,\
(aH6IAM m) (w1elAM ) •
�Nj(lfile /, ///,r. . 1 ` 1 \
1 N !
\II ,- I f MATCNLINE L-------- - - - -i-
1 iI _7���/ ��T C -3 1
.�����������T /SHEET C- ]����� I ���������
!III In, I
\1'
1 111 #111 /�
- yX /� /�i% / / /• /��i��i� \ \� / /,� //j 111 1. \ 1 \
D
� o
Z
0
C 9 E
c
h � �
R Q :-
dC O
O
xwz��
w
rn
AQ cm,
a �
U dI
2 p s W a
`9 o
a 1 z
W
�r
1�1
O
U�
TON -14.00
TON14000 -C -1
� IMNtlttltR n. IAN1
E IttIII n: EMM
GRAPHIC SCALE '011 1.200'
tm Tao RMW 0ttt---2 24 --2015
11m! - 100 It �In ■ .--/
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION ,# + E= IMCADUA.MS p
LEGEND
rill'
11
E109TN0 "'0N PIPE
t
o
NODS GRD MONUMENT
E
1*S1ING CONCRETE MONUMENT
yp
♦
CALCULATED POINT
®
SANITARY SEVER MANHOLE
WATER VALVE
FIRE HYDRANT
R
FIBER OPTC VAULT
e
FIBER OPTIC MARKER
SIR
0
CURS INLET
_
�
FLARED ENO SECTION
m
ELECTRIC METER/BO%
UCHT POLE
�UF
C
'Da
POWER POLE
P/1
GUY POLE
—OU--
OVERHEAD UTILITY LINES
1\\ CARP/
/y
—SD
STORM DRNN LINE
�� XESSUO
2• TO 'I7
° SEAL r
—%
X— FENCE UNE
L -5019
$FHA
SPECIAL Fi0C0 HAZARD AREA
c w. MAN \J
D
� o
Z
0
C 9 E
c
h � �
R Q :-
dC O
O
xwz��
w
rn
AQ cm,
a �
U dI
2 p s W a
`9 o
a 1 z
W
�r
1�1
O
U�
TON -14.00
TON14000 -C -1
� IMNtlttltR n. IAN1
E IttIII n: EMM
GRAPHIC SCALE '011 1.200'
tm Tao RMW 0ttt---2 24 --2015
11m! - 100 It �In ■ .--/
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION ,# + E= IMCADUA.MS p

/ MATGICal _ ---_r ____________I_____- - - - aT��2-
SHEET C -3
EXTENTIOF TORO AREA -
SEETHA BASITYAM I (SEE NOTEIF4 ON SHEET C-1)
K71 0769 -,D -1296 I
\ oe 1 I a6 PG x17]
xoN1NH: a (o) '
(WAKE CO)
. l SEVENTY VEST LLC SEVENTY WEST LLC
V \ I PN 0768 -29 -0724 PIN 0768 -29 -2571
08 1,744 PG IZ DB 117" PG ,457
zoz7988 Pc ,4ee I BM lead PG 1466
u c0 (0) zaNNG: CG (D)
(OMAM 00) I (DURHAM CO)
J I
r
1
! 1 \�
I I NCOS MONUMENT "YELLOW'
80707.757.75'
N: 7
N 2080130702' . NAD 1
C 1110. NAD 8]
J
1
z
IZ
N*
USE VACANT
ZONNk O1D TO
(wA1E 00)
RALEIGH FLU: OaR MU
-EXTENT OF TORO AREA
(SEE NOTE H ON SHEET C -1)
RN.EMl1 FL000
rill
GENERAL NOTES Q�
I. SEE SHEET 0­1 FOR GENERAL NOTES. i1 yC (dI
f CURVE TABLE
1 CLIME 211125 ARC LENGTH CHORD BEARING GHORD LENGTH
I Cl 1911Of 45 97 S 75-24:14- W 93.60' A
1 CI �16d.U1' 145 S 72,25 6" W /65.6' J
1 C] Jy��00' 46.66' N 7010'06" E 66.66'
I Gl TQi6 -1A' 47.97' N 60TH']]" E x7.92' I
1 Lac TABU 1N CAROL
1 011E BEARING O6fANCE O� fE557 �y
I L1 S 1916'51"
I L2 M 12144T E M.6T 4 SEAL r
I L3 N 062735 W 29.19' L -5019 Y
L4 N Ir"41' E 41.47 1^
LIS N 612127 E al.ar ? �J
U S 76'1747 E I 42.99' C` M, MPS \J
L7 N 723379" E a5.ad'
La 6 4316.52" E 23.37
L9 3 B27954" E 31. 2' I
L10 N 70' ad" E 63. I
I LIT N N. E 1669' I
L12 N 79'3a'58' E 26.45' 1
I L13 N 33'36'40" E 10.95' 1
1 L14 N 321917' E 24.27' 1
I U5 N 27'33'00' E 3114' 1 t
1 U6 N 561504- E 36.62 b a
I L17 5 62']6'444j" E 43.W I Lie
1 119 N 6553'.13" E 45.96' I
I L20 5 5757'36' E 1 73.45' 1
L21 5 5119'� /m�, E I 43.41' >p
122 N 6415 D4 E 1 65.43' ..
123 N 33'23'36- E 37.22' Xo 6
L24 N 84'48'50" E 1 36.23'.
I L25 N 73'39'24' E 1 39.60' 8 E
1 L26 N 80 '50" E 5661'
L27 S 3677'40" E 1 44.24' c
1_211 3 421'56' E I 25.06'
L20 N 67192x" E I 5411'
L30 S 6014 "ST E 21.79'
L31 N 6642'15 E 30.44'
I L32 N N'4715' E 60.15' O
I L33 5 091IFT W 51.35' E� co
I L34 S 6332'1 W 12.13'
I L35 S ad46'1 W 43.69' i'I p;
I L36 S 001746" E 12.00' V q n
I 137 N N37 W ad.a2'
I 136 S .1y745' E 1M.67 O
I L39 w 20.60 W O
I L40 M ('013'1 E 35.70'
I L41 N 7942' " E 47.69 GH7
I L42 N 662119' E 2241' q F
rA
ar
LEGEND .0 q
• 1 STING IRON PIPE
® NCGS GRID MONUMENT
■ EXISTING CONCRETE MONUMENT
• CALCULATED POINT
(M SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT j•L/ \•( a
FIBER OPTIC VAULT
® FIBER OPTIC MARKER
T 901
CURB INLET
O
FLARED END SECTION
m EIECTPoC METER/BOX 1jGw.il r�
C LIGHT POLE
'�. POWER POLE
Q GUY POLE
01 OVERH AD UTIUTY LNES
SO STORM GRAIN UNE Q�'I Fvl Ir
-X %- FENCE LINE //'1 ♦ !+ (�
SFHA SPECIAL iLD00 HAZARD AREA ywN� 51L�6.7�Iy�M N�i
WW µ�
Fj A V
I HEREBY CERTIFY THAT THE TOPOGRAPW SURVEY SHOWN O
HEREON IS BASED ON AN ACTUAL FIELD SURVEY MADE UNDER
MY 511PERWSION AND ALCURATE7.Y REPRESENTS THE PHYSICAL - `
FEATU ES THEREON AT THE TIME OF THIS SURVEY . v
ERIC M. MANTURUWL P.LS L -5019
DATE
10°17 PA TON -14000
TON14000 -C -1
® ... E)LM
mn n. EMM
GRAPHIC SCALE 1.-2DO'
O11 02 -24 -2015
==NEW
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION EIIIMCADAMS
00 14230. PGO TN1M
-i--
) I
11{�y�R�_
1111 f (waAN CO) I
I
I I
111`1�i
I
11 \\
111y y J
y1
`Dnae OF
I
(SEE MOTT J4101 51EET C�1)
/ 1
1
IqA 1
1��
1
RUBY JONES LLC
RYAN LLC
1A 1
0766 -30-6763
1 13123 PG ass
1 2013, PG 12as
ONNQ L1IO 1D
(WAKE 00)
rill
GENERAL NOTES Q�
I. SEE SHEET 0­1 FOR GENERAL NOTES. i1 yC (dI
f CURVE TABLE
1 CLIME 211125 ARC LENGTH CHORD BEARING GHORD LENGTH
I Cl 1911Of 45 97 S 75-24:14- W 93.60' A
1 CI �16d.U1' 145 S 72,25 6" W /65.6' J
1 C] Jy��00' 46.66' N 7010'06" E 66.66'
I Gl TQi6 -1A' 47.97' N 60TH']]" E x7.92' I
1 Lac TABU 1N CAROL
1 011E BEARING O6fANCE O� fE557 �y
I L1 S 1916'51"
I L2 M 12144T E M.6T 4 SEAL r
I L3 N 062735 W 29.19' L -5019 Y
L4 N Ir"41' E 41.47 1^
LIS N 612127 E al.ar ? �J
U S 76'1747 E I 42.99' C` M, MPS \J
L7 N 723379" E a5.ad'
La 6 4316.52" E 23.37
L9 3 B27954" E 31. 2' I
L10 N 70' ad" E 63. I
I LIT N N. E 1669' I
L12 N 79'3a'58' E 26.45' 1
I L13 N 33'36'40" E 10.95' 1
1 L14 N 321917' E 24.27' 1
I U5 N 27'33'00' E 3114' 1 t
1 U6 N 561504- E 36.62 b a
I L17 5 62']6'444j" E 43.W I Lie
1 119 N 6553'.13" E 45.96' I
I L20 5 5757'36' E 1 73.45' 1
L21 5 5119'� /m�, E I 43.41' >p
122 N 6415 D4 E 1 65.43' ..
123 N 33'23'36- E 37.22' Xo 6
L24 N 84'48'50" E 1 36.23'.
I L25 N 73'39'24' E 1 39.60' 8 E
1 L26 N 80 '50" E 5661'
L27 S 3677'40" E 1 44.24' c
1_211 3 421'56' E I 25.06'
L20 N 67192x" E I 5411'
L30 S 6014 "ST E 21.79'
L31 N 6642'15 E 30.44'
I L32 N N'4715' E 60.15' O
I L33 5 091IFT W 51.35' E� co
I L34 S 6332'1 W 12.13'
I L35 S ad46'1 W 43.69' i'I p;
I L36 S 001746" E 12.00' V q n
I 137 N N37 W ad.a2'
I 136 S .1y745' E 1M.67 O
I L39 w 20.60 W O
I L40 M ('013'1 E 35.70'
I L41 N 7942' " E 47.69 GH7
I L42 N 662119' E 2241' q F
rA
ar
LEGEND .0 q
• 1 STING IRON PIPE
® NCGS GRID MONUMENT
■ EXISTING CONCRETE MONUMENT
• CALCULATED POINT
(M SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT j•L/ \•( a
FIBER OPTIC VAULT
® FIBER OPTIC MARKER
T 901
CURB INLET
O
FLARED END SECTION
m EIECTPoC METER/BOX 1jGw.il r�
C LIGHT POLE
'�. POWER POLE
Q GUY POLE
01 OVERH AD UTIUTY LNES
SO STORM GRAIN UNE Q�'I Fvl Ir
-X %- FENCE LINE //'1 ♦ !+ (�
SFHA SPECIAL iLD00 HAZARD AREA ywN� 51L�6.7�Iy�M N�i
WW µ�
Fj A V
I HEREBY CERTIFY THAT THE TOPOGRAPW SURVEY SHOWN O
HEREON IS BASED ON AN ACTUAL FIELD SURVEY MADE UNDER
MY 511PERWSION AND ALCURATE7.Y REPRESENTS THE PHYSICAL - `
FEATU ES THEREON AT THE TIME OF THIS SURVEY . v
ERIC M. MANTURUWL P.LS L -5019
DATE
10°17 PA TON -14000
TON14000 -C -1
® ... E)LM
mn n. EMM
GRAPHIC SCALE 1.-2DO'
O11 02 -24 -2015
==NEW
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION EIIIMCADAMS

nwwy. \ro+ +woo-ws.•% ./+./i 5 2 — w,
0
o-----------
' "-C,c
0 _
a
J
' � n
G
9
M
90 8 "AAA
C.
a
FF rn
C3 M
V
R qq X' cZ f
ZZ
A
yy
y�gNgq
i
� gS8
P
U -
�S
F
A
n
S
'
N
-1
nwwy. \ro+ +woo-ws.•% ./+./i 5 2 — w,
0
o-----------
' "-C,c
0 _
a
J
' � n
G
9
M
C.
5
K
yy
n
i
0
A
n
0
z
4
-1
4�
$ ; THE CORNERS AT BRIER CREEK
g ADMINISTRATIVE SnE PLAN - LEVEL 3
.09 DUR r K NORM CAMUNA
.i cn o g
N > VVL' W.L 211 fY PLAN
2 z
as
F 1
y 1
M = J m ~ N
i
N N
In
OWNER: RBVISIONS: �'. .." .. \
J TM JOHN
CREEKWOOD HIGHWAY 70 m o n.m e _ t �a R, or m•dn � s
ALEXANDER, LLC. 'n / n= 2806 YeiferaP�wq
tx
4949 11ESTGROVE DRIVE, t
��e ants
SUITE 100 '':�� _ `�' 1eoq�ssee�e•�rwe®.co.oam
DALLAS, TEXAS 75248 „,,,.,, MCADAMS

+� •_ rsty m
tEr0 fA91DlT s WrCR / 30CIT O
11C11 ACC® ANO _
rnNrowl� a9n9ar¢ /
SEEW RkW.
PH 0759 -10 -9295 / INAOr - MAY
D5 12595 PO 2277 Lam Or - � r =1 1
- -- - _ OQIIIWE rU11M[ RM.9• ►„Il_pp
�°-� /J�11'-OU M.a' - _ - � - . .- - \ � p \\ \\ CIEFRUOOD 1.ONNY /
�� kp\ \ 70 ALEXANDER 11C
W'6ry
PIN 0799 -01 -20 -7129
\,
FG
1D
5 torlCREIE \ \ C 09 11519 Po 2170 (� p
\, 510ElYAlx (IYP.) 11 / / CCMSRC �' b' CUM AMO �`: DO� mu- VTI y,qw,\ AREA 2432.276 90. R. / FRE LANES TO BE r1AN071 N ACCORDANCE F•1
1 b' ROLL CUM µo nJJ.o• �_ _ cunEF ()rF.) . ` '�'j�� tae rmEnrua NnxR 9.92 K
9I1R QIY OlIKF11ES CONTACT F1RE PREVENTION
- An. OIIr
ld.7r m • - '_ ` \_ rN °AY° RrwY,° 21.1' �"• \\ F'RactSmort OF '"5'
b' CUM NI0
cu11D1 (1195 es A• LZw0�� ' %T �' - /�JO J =0' C'1Pd \• \ / ((r PNOf MD R)OE SPACES TO 5E WNW AS IIES'E1lVED 1��
\ � ' •S �°`, ' ` -�� AM(lm�V10.) * - 'It \ ]0• d w10 / S FOR PW AND RIDE DIR5M0 4ON- HOLIDAY rEEKM\S
t J a• 5E)9nc R 40' \ \ �1 \ CImFT (rn.) / l\ WINEEI 5 Au AND I w.
1111n12OYF.E OIV999E uSmFr . '
10' 70' m • • \ M.0' \ 5• CONCRETE
NCm / Jf / `� h: 1RAM311x1n rNW 21 '
�\ +V w -m J�M+� a ,( - \ �r 30• aM AIO OImR1 0 / A0(SSe \ / SITE LEGEND
/
NWOT �
1r.1d m _
® -� ACt8531DE RAMPS
•M °' / "]!° / 1^T� / 10' cclrACle / 1 ,�` 4\ f 4 \ M'CFSSeIE ,# \ \ 47O`if\ / / MO"TY UNI
/ SRWNJf a • \\ s V p \ / • .. �I-O -sAY 19E ;•• . /
\' R2s.5'•' / / (irP.) / 1 `� �, \ ;. ? 'y-Kz g mJO.°' `. 1 \ RM.o' / LINE
• 3a CUM ARO IxC�oo m / a .1yP `• R, N.O' \. \ \"� 2 r ._ Y •50R } P C } \ \ / - - EASEMENT LINE E V
• n°e'0• / 011"D' lTR'J • \ - RER OOIIECMN 9 °�' f �\ \ ) \ V / - CENTEILI E
/ x Pu11INC 1511m \ OUfIEA(irP.1 \\ ;'• • • N1ND172,D w \ \ \••,,I '�f.
e
\ - x- x -x -x- FENCE ('. G A••`:
V \ SEYDnY VEST to /EA9Drort `\ 5•'' 1
' r
'PM 0755 -01 - 29-09 {7 / \ •., .. ^� ADA ROU1E
r 117{{ Po 1590 vP
\ er 70155 Po 1M5/ �°, OWMIN1CAOm5 M 13,30D SF PR 50uAR06 s \ b�\ Z
( - 10•.15' m aaaEl umoR • \ ••'•. (111 ) , r \ \ 1q'r� \ � � \ Jo• aM u,o F[[ ;: NEAw oun PAVEMENT
•
NOW PONIY ,�'� i \ M10.0\ \ \ \ 9lITDt Dl'P.) L .,. AREA
OIXFO°Lm " / f A ' S.
\ / I e ,/ ' $, ¢ 91r1 COYPRCIOR iR ` `\ PN r/ee -01 -JO -MI5 [ [
2' r1apR M \\ MI01� `Un' 05 1]127, PO 9°1 g
PIMDIDR Di rrFIL U'f + • ,\ I I /• J OxSW 0111OIy) 0.r ,i OMMM[ \ \� , F9 2170 Y9
ro PRD.O[ -1.w -Avert MMI \ / ! 1 / �\. -. f / ^7 \ fiVF1ER \ \ \ \\ '"� IN 2003,{MFO twe
9155111 TAN15Rx)N \ \ •,\ � � ° •$ � ✓' \\ 90ElYNx (IYP.) \\ e. `` ARU 1711,e FC. R.
vDpr \ • 1 \ / ) _ IA"
\ MA•
\ , •• \ \ ,
'\ \ • 5 \V �Y \ / , Ex. ■D0. / / / / / //� J /' a. ` / /� /� /(/2 y A.0 4e. •' ' •�� , y . , �'� S' � �• \\ \ \ "RNR;[,°
R
YYI OW \>ddM S1
\ 125. M.r c l nTAII. c-.) =9
4.'a r
SEVENTY WEST LLC FTs {. °• �, /r \ •' I� °;, RM.O' O
• + Y
PIN 0755-01 -29 -2955 Ex .o s / °' .p� � QM 4 .� .:- x - 5• n dm'
1 \ \ 05 117" Po 1557 rI A
\ PB 1955 Po 1499
j // a OrP.) � � ` s9nrul OwJ �•' U fY. �
`�`\ / Rs.S' M.5• a N• CUe LID G
/ UILES. p
SEW
CILL so FDA 010cm ✓. 1 / \ O 7/�
\ m9c.D. �ns.o' / ' R7r 91MW • PN9IUVR'
\ + e e 4rA R5.0' 0151E Trl PICO! -. / � Iy0�UOIAaDIT � \� r7'. A � W
4r (lrF.) OOIBSD CR15 p.. lddd m
1� Rs.S• sSrARID 9RLa : 9ceeO01ix cO+P4 / / 1\ rIDOO7 Id caneEE \ \\ 1\, e00 pF�.l � v�
e� // �V � - 2dr' M+a�� •„ P sDEwut (reP.l
/ RSA. a / \ \\ � � .. IwaV m
CD
VV \ � V9mR U d'
�i \ - a. WNC. i \ \ 4r // Rso' / / td Fwwa 9nxr \ o
4yylW.
to , ,\ \\ \ \ \l J . °' // O+*.) c,A� coMa a /• / / /r*E ur[ GTa (71P.) 1\ \\ d�U. �f9tllsl \�� 1 RMA'
/ 2r PwM1E $ wmr :2u
J
��1 915rw pRwFU[ ll
•' 1 \ \ e D,EfoR M1 9 e e e nb.0'/ / 3r RAW SLUM \ \ did RN.S
.y •y \ / oQ�n2eaaLC \ .o' / RS.r ¢ e S.5. / / eLL \ \\ \) 51A1151 1 \ •, 1dm m !RE`'yl I•a
I1mOr
• ,�y �' ,.�i �5' i war U
y�O���.1 \ / '\ e4'" e\ ¢'_ \•'. \ ,rNEww�y \' I F �•
\ \ aAe fff ssslll
5urrtn ()roJ \\ 25. 5nwx
(rF 1 C7
\ WW rnll
St WON 10,
DRrw� OUW^TXM 7Ra DA ].' s CSRr%7E Try 17,-
/\ \ ,i,✓ �j / mIER I1VR.) \ \ 90EMtN (1YP )
\ wrMR4 1 \ + / m¢ a PAVneNr \ s0ESN11
ORnE9Ar ACCE55 AVONO 111FY 75
\ b• CYIM MD
ro e< noartu wrN NDI' LOOP / \ 13s ArrJES,S I1ort IrxE off\ ` e tl1EFlcROOD NW rRF,Y 70 \ \ \
wrG COnIECrxln ro NMr ro c--) 'j PN 0768-20-41421
0795 -79 -2255
OB 11919 PO 2170 A° ro NEAS: Tat0r Nu9r< \ TT ii
WIZ DA1Z%TAIM . ` \ \ �' DO 13123 2 • FG 1791 \ \ • • 3IDE1wtx FOR
I OVER CRED(900D NOWAY 70 A ExANIDER• LLC. RaIE rn[d eus s15P ,^
IJ' ,151aaElli _ AREA 5e9.320 90. R. \ AMO 910PP•q Cwhlf \ , ' 11
DALLAS. TOM 752{5 �f' 073 ACM \ •. N1UE g1NAY y1A 0 - \ NOIIOIlIIIIC
f9N MES1al0YE OwVE 9U1E 700 �, 1 OUFI9QL
sa 1{.91 AC. \ I \
4'0.• R30A' : >� 1ElI COIL. PA0 / M caxrmTE ezAro
YAIN1wANCE EwSDlw1 W
IPWS: 0755- Ot- 29-M30. 0799 - 0.1-01 -007{1 \ - 11mar 0mR>Um 1 - DJ°RwNwE EAmrt J \` M1.5'A
0799 -07-21 -4090. o7N -01 -20 -71]3 R/r 0.11 nC 2s' z1MCn 1 - - _ / _ 1 I \ FWN•F
0709- 01- ]0 -{014 0759- OI- ]h0713 \ 1 - 1- - - - / -•r \ U919 OF
IOE\EL ZOm1 TER: fUNROAN I • - - - - - - - - - - - L- 1�ANSnnN F109 2.• M G OR F/ / ' \ ��'�
IEx157N0 zoWa 00(D) I - - - - - - - - -30' oRe W) w /
IE7051N0 USE: VACANT COWE90AL I ` ', � -�- -�--- N1I• - - - - - - - - - Zi `O.- ,.1P \
I I • r trot m X57 - - - = _�,a� 9rarm ewo - / r \ F I •�
rRaPaeED u>E DDwuaAUlcTA� �Ay
INAID191fD 01EAAM. 1101E m•O9' \\ V
IR11ER 5ASN: NEUSE I ,..-- -'--'- -- ?rmn97.95'
IPNOX T AREA 71.21 K (7101350 SF.) - - - - - _ -- - -- - - - - - -
AREA N FLOOD Y. 2.40 ACES - - --- - 9r�Fy1 9
IA1EA N F1000MAY F1ol0E N/A i \ TW ALEXANDER DRIVES
9ULDR,o AREA PMP05M m&mmOAC/1ET"- 77,529 s (VARIABLE WIDTH NCDOT R/lF) rtes mr st 2°Am ,e, - 1e75s• •, -�ppy.I7�•p -. - - • m
TOTAL 77.629 g
M 4i
EIAx11uL BU5D920 1E1011r: 5d t Evle ArID ol)rTo p' R ., TON -14W
Rplr -w wort -m '�'- C•, •wN•e
b ROl1 CUe ND W11fR onwFla / -_ .app' Wn, •�:."t+.� -� tt1. TON14000 -51
IPRwo® SUlDNO IeD9NT: NOT TO F71® 5r I I u' aM Aro amu � °F alar udTOrt 1E RRD Es1FO �« NmSf r parr
L Nor Qy C2e2 MD a R1G -
INtDNO RIMd(X SM 2 25' YAx (903 6 NwDNG i110NTALE) Fcn Ares ro 911E 'A' _ _ _ � - - _ m - - A - - - - - 0 - - - - - - C � - RSS
SDE 25' W ... _... .. _ _ •.... .. _. _ . _ _ . .. `. ... � RICO'
REAR 25 W r�r ///''' NmOT ONNYSFD iM 11°IC )ECM. 1LL EOyIINO RD101f DSFr. PCF! IJD 9°EaIWf AID NsrNl �F +� >m RAD
PARIOFQ C-5 NMRSECDON iSFE 9fLr L-5) R/IY W AL' ro '1 rIAPP -JOIW 110 P W111I MV2sICM PAwLAWO•DIT *w FOxAPA1ODli YC11M 1 aNOOK �+'° E •) NuruRE
ID551N9 9 aff"W 4 am K (6m0 \� \\ - -+ - _ _ N -a04w' [ -- _ - _ _ _ _ - _ _ _ _ - - _ - - _ .. - r iN1ERSECnoN GRAPHIC SCALE m 99w xa 02 -24 -2015 PEDEZ� 5p PRON'05ID 9lEIINOUS: 05.05 K (2229'[) 1 < .. C-6
TREE COVERAGE lo: OF DISIUOED AREA (n22 K ,' �Elnsnxc ]r 5RAR1I9E� ' iM 17w� rAmR s37 - - - -_ _ G10lSFFYx Q
PEWNEO: 0.10 ACRES AWES - 1.22 ACRES \ , EASLLOIr B5 ]505. Po tst _•�" -' +\ `___ - - _ - (TE.)
e ►ROVIDED: 7.74
ACRES _ w�,RP \» 5r 35., �_ - -_-` 2 Inch - 60 K ` JMCADAMS
PRELBONARY DRAWING - NOT RELEASED FOR CONSTRUCTION