20140207 Ver 1_401 Application_20140314

1 40207 i-W12
MIAR a 3 20141
Mitchell Environmental, P.A,„;
Transmittal
Date: Phone Number:
February 27, 2014 919 - 807 -6360
To:
Ms. Karen Higgins
NC DENR / DWR / 401 & Buffer Permitting Unit
512 N. Salisbury Street .
Raleigh, North Carolina 27699 - 1617 =- '
Transmitted By:
®Hand Delivery ❑Standard Mail ❑FedEX ❑Other
From:
Scott Mitchell
Re:
Brookside Subdivision PCN Application — Fu ua - Varina (Wake County)
Attachments:
Copies
Date
Description
5
02 -26 -2014
Complete application package for NCG55 permit
1
02 -26 -2014
$240 Check #2954 for PCN Application Fee
Comments:
Ms. Higgins,
Please accept the attached PCN Application packages for proposed Brookside
Subdivision in Fuquay - Varina. Please don't hesitate to call or e-mail me with any
questions or concerns, or if you need additional information to process this application.
Thanks in advance for your time.
Scott Mitchell
PO Box 341 Fuquay- Varina, North Carolina 27526
Office: 919 -557 -4682 Fax: [phone]

Mitchell Environmental, P.A.
February 26, 2014
D
[AR 2014
t) NR - WATER 69ALITY
Mr. James Lastinger Ms. Karen Higgins
US Army Corps of Engineers NC DENR- Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, North Carolina 27587 Raleigh, North Carolina 27604
Re: Brookside Subdivision Pre- Construction Notification Application 2 0 1 4 0 2 0 7
Fuquay - Varina, North Carolina (Wake County)
Mr. Lastinger and Ms. Higgins:
Attached is a complete PCN Application package for proposed Brookside Subdivision in Fuquay - Varina
(Wake County). The 31 acre site is located in the northwest quadrant of N. Judd Parkway NE and Stewart
Street (PIN 0667151317). The site will be developed into a residential subdivision for 96 proposed single -
family homes.
Three distinct impact locations are proposed on this site, as illustrated on attached drawings. Impacts are
necessary for road installation at two locations, and one sanitary sewer crossing. This site is required to
provide a connection to Judd Parkway at the location of an existing intersection. No other connection
location will provide the level of vehicular connectivity as this location due to an existing landscaped
median with no other breaks south of the project site. Crossing impacts have been minimized to the
maximum extent practical, by designing the road crossing and the sanitary sewer crossing as perpendicular
to jurisdictional features as possible. Avoidance of wetlands near the proposed cul -de -sac is impractical
since developable uplands in this area would be nearly eliminated due to the roadway footprint. A
summary of proposed project impacts are detailed in the following table, with additional details provided in
the application and on provided impact maps.
Permanent or
Temporary
Wetlands (ac)
Streams (ft)
Neuse Rip arian Buffers
Zone 1 ft)
Zone 2 ft )
P
0.346
115
7,785
4,580
T
0.056
21
615
415
Mitigation is required for proposed permanent wetland impacts, and mitigation will be provided at a 2:1
ratio through purchase of riparian wetland credits from Restoration Systems' "Pancho" mitigation bank. A
mitigation credit preservation letter from Restoration Systems is included with the application package.
Preserved wetland credits will be purchased upon your approval of proposed wetland impacts for this site.
Stormwater management plans will be reviewed by the Town of Fuquay- Varina. A copy of the stormwater
management plan approval will be forwarded to you upon our receipt of that approval.
Thank you in advance for your time spent reviewing this application. Do not hesitate to call me if you have
any questions or concerns, or if you need any additional information to process this application.
Sincerely,
Scott Mitchell, PE, LSS
PO Box 341 Fuquay-Varina, North Carolina 27526
Office: 919 -557 -4682 Fax. [phone]

�� OaO� :N A T�c9OG
d,
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 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.
X❑ Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a.
Name of project:
Brookside Subdivision
2b.
County:
Wake
2c.
Nearest municipality / town:
Town of Fuquay - Varina
2d.
Subdivision name:
Brookside Subdivision
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Judd Parkway Village LLC
3b.
Deed Book and Page No.
012560;00614
3c.
Responsible Party (for LLC if
applicable):
Jon T. Vincent, Manager
3d.
Street address:
1015 Ashes Drive, Suite 202
3e.
City, state, zip:
Wilmington, NC 28405
3f.
Telephone no.:
910- 256 -0101
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other, specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Scott Mitchell
5b
Business name
(if applicable)
Mitchell Environmental, PA
5c
Street address
PO Box 341
5d
City, state, zip
Fuquay- Vanna, NC 27526
5e
Telephone no
919 - 557 -4682
5f
Fax no
919 - 557 -4683
5g
Email address
scott@mitchellenvironmental com
Page 2 of 10

B
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
0667151317
1 b
Site coordinates (in decimal degrees)
I Latitude 35 6055 Longitude -78 7938
1c
Property size
31 631 acres
2
Surface Waters
2a
Name of nearest body of water to proposed project
UT to Terrible Creek
2b
Water Quality Classification of nearest receiving water
B, NSW
2c
River basin
Neuse
3
Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Entire site is currently covered by forest vegetation of varying maturity stage Site is currently bordered by undeveloped forest lands to the south
west, and a portion of the north boundary An existing single - family residential subdivision borders the majority of the north property boundary East
property boundary is bound by Stewart Street, with more single -family residential properties to the east
3b
List the total estimated acreage of all existing wetlands on the property 4
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 2,900
3d Explain the purpose of the proposed project
Proposed project will provide 96 lots for single - family homes
3e Describe the overall project in detail, including the type of equipment to be used
Project is a typical residential subdivision, served by municipal water and sewer services Equipment used will include tracked excavators, dozers, etc
4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
Comments By Withers &Ravenel in 2007
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant Company Withers & Ravenel
I Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Not known
5
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑ No ❑X Unknown
5b
If yes, explain in detail according to "help file" instructions
6
Future Project Plans
6a
Is this a phased project?
❑X Yes ❑ No
6b If yes, explain
Project will be constructed in 3 phases
Page 3 of 10
PCN Form — Version 1 4 January 2009

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑X Wetlands ❑X 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
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
0 228
W2 T
Land Clearing
Headwater Wetland
Yes
Corps
0 008
W3 T
Land Clearing
Headwater Wetland
Yes
Corps
0 035
W4 P
Fill
Headwater Wetland
Yes
Corps
0 118
W5 T
Land Clearing
Headwater Wetland
Yes
Corps
0 013
W6
Choose one
Choose one
Yes /No
-
2g Total Wetland Impacts
0 402
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1 T
Excavation
UT to Terrible Creek
PER
Corps
3
21
S2 P
Culvert
UT to Terrible Creek
PER
Corps
4
115
S3
Choose one
-
-
S4 -
Choose one
S5 -
Choose one
-
-
S6 -
Choose one
-
3h Total stream and tributary impacts
136
31 Comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

4 Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indivi ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f Total open water impacts
1 0
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a Project is in which protected basin?
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
B1 P
Sanitary Sewer
UT to Terrible Creek
No
1,270
820
B2 P
Road Crossing
UT to Terrible Creek
No
6,515
3,760
B3 T
Road Crossing
UT to Terrible Creek
No
615
415
B4 -
Yes /No
B5
Yes /No
B6
Yes /No
6h Total Buffer Impacts
8,400
4 995
61 Comments
Page 5 of 10

D
Impact Justification and Mitigation
1
Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Road connection to Judd Parkway at an existing intersection is required, and crossing is as near perpendicular as practical Impacts near cul -de -sac
are required for reasonable access to upland portions of eastern finger of property Sanitary sewer crossing is required to serve future homes, and is
designed as close to perpendicular as practical
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Impacts will be minimized by installation of silt fence and tree protection fence at limits of disturbance prior to any grading on the site
2
Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑X Yes ❑ No
2b
If yes, mitigation is required by (check all that apply)
❑ DWQ ❑X Corps
2c
If yes, which mitigation option will be used for this
project?
Q Mitigation bank
❑ ro Payment to in -lieu fee ram
y p g
❑ Permittee Responsible Mitigation
3
Complete if Using a Mitigation Bank
3a
Name of Mitigation Bank Pancho (Restoration Systems, LLC)
3b Credits Purchased (attach receipt and letter)
Type Riparian wetland
Type Choose one
Type Choose one
Quantity 0 70 acres
Quantity
Quantity
3c
re i s will a purchased upon approvaFo-f proposed impacts Correspondence from Restoration Systems attached
Comments
4
Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
Choose one
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
❑ Yes QX No
buffer mitigation?
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
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
la
Does the project Include or Is It adjacent to protected riparian buffers Identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan Included? If no, explain why
Stormwater plan will be reviewed and approved by Town of Fuquay -Varna prior to their approval of the
❑ Yes Q No
subdivision
2
Stormwater Management Plan
2a
What is the overall percent Imperviousness of this project?
29%
2b
Does this project require a Stormwater Management Plan?
E9 Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
Stormwater management plan will include 2 BMPs designed per DWQ BMP Manual
2e
Who will be responsible for the review of the Stormwater Management Plan?
Town of Fuquay -Vanua
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Town of Fuquay -Vanua
® Phase II
❑X NSW
3b
Which of the following locally - Implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply)
[]Session Law 2006 -246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 14 January 2009

F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
1a
Does the project Involve an expenditure of public (federal /state /local) funds or the
❑ Yes ❑X No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter )
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑Yes Q No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes ❑X 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
WIII this project (based on past and reasonably anticipated future impacts) result In
El Yes ❑X 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
This single -family subdivision is unlikely to result in cumulative impacts beyond those presented in this application
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the roposed project, or available capacity of the subject facility
Wastewa er generated from the project will be collected, treated an discharged by the Town of Fuquay - Varina wastewater treatment system
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes X❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Program Map Viewer.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes X❑ 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?
North Carolina State Historic Preservation Office HPOWEB GIS Service.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program.
Scott Mitchell
,!�� �_
02 -25 -2014
f
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

1Vlitchell Environmental, P.A.
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name Judd Parkway Village, LW
Address ATTN: Jcn T. Vincentl Mariager
1015 Ashes Drive, Suite 202
NC 28405
Phone 910- 256 - 010.1
Project Name/Description Brookside Subdivision - F uquay- Varim, NC
Date
February 17, 2014
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402 -1890
Ann Mr. James Lastinger
Field Office Raleigh Regional
Re Wetlands Related Consulting & Permitting
To Whom it May Concern
1, the current property owner, hereby designate and authorize Mitchell Environmental, P A , to act on
my behalf as my agent in the processing of permit applications, to furnish u n request supplemental
information in it of applications, etc., from this day forward This th 17th day of
February
This notification supersedes any previous correspondence concerning
Judd Parkway Village, LLC
Jon T. Vincent, Manager By:
PRINT Applicant's Name API
Cc- NCDENR - Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
agent for this ect
PO Box 341 Fuquay Varina, North Carolina 27526
Office. 919 - 5574682 Fax. [phone]

Brookside Subdivision
PIN: 0667151317 000
Real Estate ID: 0356968
Map Name: 0667 01
Owner: JUDD PARKWAY VILLAGE LLC
Mailing Address 1: 1015 ASHES DR STE 202
Mailing Address 2: WILMINGTON NC 28405-
8338
Deed Book: 012560
Deed Page: 00614
Deed Date: 05/22/2007
Deeded Acreage: 31.9
Assessed Building Value: $0
Assessed Land Value: $1,212,200
Total Assessed Value: $1,212,200
Property Description: PARCEL PROP OF
JUDD PARKWAY VILLAGE LLC BM2007 -
01175
Heated Area: 0
Site Address: 1645 N STEWART ST
City: CPLMFUQ
Township: MIDDLE CREEK
Year Built: 0
Total Sale Price: $0
Old Parcel Number: —
N
A
0 800 1,600 3,200 Feet
1 inch = 1,600 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes.
and are NOT surveys. No warranties. expressed or implied
,are provided for the date therein, its use,or its interpretation.

Brookside Subdivision - 2013 Aerial N Disclaimer
iMaps makes every effort to produce and publish
0 205 410 820 Feet the most current and accurate information possible.
1 i r 1 I I I I However, the maps are produced for information purposes,
1 inch = 400 feet and are NOT surveys. No warranties expressed or implied
,are provided for the data therein, its use,or its interpretation.

-ALL
e Valle
m Bircht
M"
C T-
o,
3: z Ela o Dr
\3 Mar
+1
I
Holly Briar Dr
Wili Fai'Dr
Sippihaw Oaks E r
Ivy Valley or
L7.
106
j
------ -----
-- --- ----- ---- -------
43o-.:z7- It
1 —1 N Judd Pkwy Ne
M
Or
Brookside Subdivision - GIS Topo N Disclaimer
iMa s makes every effort to produce and publish
0 205 410 820 Feet the plost current and accurate informatior, possible.
I I I I I However, the maps are produced for information purposes,
1 inch = 400 feet and are NOT surveys. No warranties expressed or implied
are provided for the data therein, its use,or its interpretation.

r�
Briar Dr Walapai"Dr
Sippihaw Oaks Dr
RVVCI
E
NoB
WaC
ME, �0111110ff
. . I Mj=ftM'
�w nr Mo
M—MII ARM
VVqA
Brookside Subdivision - GIS Soils N Disclaimer
Maps makes every effort to produce and publish
0 205 410 820 Feet the most current and accurate information possible.
I I t i I t t t I However, the maps are oroduced for information purposes.
1 inch = 400 feet ,dare NOT surveys. No warranties expressed or implied
,are provided for the data therein. its use.or its interpretation.

k
-
_
1 / `
r SGS Quad " u -
ay Vari a NC '
• n II r 1 •h .N BM 'h
Cr•ur � •I _ _ '� JJ6J
c r
SITE a ;
ri n
.............
1, 11 MI r Inn rl r .drdrn'• \,� `\ \ \\
• ,J l.a )f, •• Jlpplll.IW II i.,t• I•ff( /�� � 1
• <i I�• (:uunlry Club p �'r• • ,`
wo
r Dnve -ir�
• `�� " Theater,`.
TPS,,k
Wnk Chn)lal'.` \i,., Ir• _�. �i 1) i� ,Y +.'h I ~ `S
o d.�•i.� /i I • •l. 1 1 1C'e�, �• I - �l � .r- •,�L, �iM \ •il. %
'� l . •';r r 5 , nue give I.Oir
IiM
-M Ira
a. Plwj MY
Y
I
i \ .. _ hinrdnll.•ighW I .. �r. •'` lruler,� .
if tirh .t ti -If I I
u( uay V• ri a
A,t
If ,
I
l'P•��In1. ir 131d.. 'f
Lr. , n • ���- �I II - I� .�1.. •' `� .Cerra -
"• � , . ' 11 • +.;; II " ; I�•,� �, � .y �� �I i( : ,�� .,,• _ ',
n Fluep,lal II II �`.,ji

(Joins sheet 90j joins sheer 411 ,a8
_ —N� - -- - wa B 1 — , --
3 y 1 �.., WaB w� �a f NoB t�a� A862 P�2
l W GeBC
WaC �' t�vlaC dtiaCe ` �• .,.�
-A WOC
WaB 4oB -t
_ H�
WgA
WgA I "raWaC
W
✓ �:( WaC Wau a NJa \ f S
J 'vCB'
ya e r
,. ,`• _ NoB
WC' ° ne WaB Nor, Wa6
w "I \` Was
W W
S JL ,
WaB NoC W
WgA Me �� Me t Was• a f
WaB
y WgA Wff
WaC .Go � t�B NoE�' �
�aV J WaB
aC Nob =� , y•' F�; t
C, J Me �- r Mer Mg 5
o f Wa6 NoC c \ zY_
;' 9 1 UJa6 a A Nob a : N°
� W415, F �-
NoB \ Uay a NoC 3 JvFL -:u j = WaB
Chapel Wa6
WgA J WaC
;^ \\NoB2e. /� r ~r ^ ` 4VgA Wa C 3
�/ WgA
C, WaB
No82 / tJ A Go Go No62 Nia� Y t
IaC �y _ NoB2
3 Wa6 a WgA
•' "� tio� 2 , a
NoB � No�
Wa6
J1 AF
i— � Nob
r WaB v
N 'ro` WaB x Wa
oC2
No 2
NoC2 `N C 1
T� Wa
�WSI
._
WaA WaB
�
V,
WaC
�. NoB v
F 1
/
N
o .` NoU
Go
NoC2
Ra �oCR No82
WaC
W.B
WgA WaB i
N S
I
NoC2
NoB2 ,
ti B
NoA.
C �
N; -o
(`J
JoC2 u
f(4`�''i'1':j� Wa6
X062 ly
4ApK NoC2 G oC
VJaC "-
, a B (Joins sheet i
NoC2
�
x:
M a
r
c
/
W.B
5 ^J a B
N S
NoB2
ti B
1
C �
F362 No8
_ a
-. No62
VJaC "-
!
N 2.
i NoB2 Wa6
�^ WaB+ X.\ s< 3kY so
vJeB
Apa
+ Y No \ t'
Nod
NOB
APB \.
n
!? :'
An`..
TNr
�. \�y ,�
_ HrC2
Slo Wow
—� Wa.B
�+.
N�2:
o GeG2
ter_.
'aC

NC DENR - DIVISON OF WATF..R QUALITY 2B .0300
.0315 NEUSE RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Unnamed Tributary to Swift From dam at Silver Lake to WS- III;NSW 08/03/92 27- 43- 5 -(1.5)
Creek (Yates Mill Pond) a point 0.5 mile upstream
of mouth
Unnamed Tributary to Swift From a point 0.5 mile WS- III;NSW,CA 08/03/92 27- 43 -5 -(2)
Creek upstream of mouth to Swift
Creek
Swift Creek (Lake Benson)
From a point 0.6 mile
WS- III;NSW,CA
08/03/92
27- 43 -(5.5)
upstream of Wake County SR
1006 to dam at Lake Benson
Buck Branch
From source to a point 0.6
WS- III;NSW
08/03/92
27- 43 -6 -(1)
mile upstream of mouth
Buck Branch
From a point 0.6 mile
WS- III;NSW,CA
08/03/92
27- 43 -6 -(2)
upstream of mouth to Lake
Benson, Swift Creek
Reedy Branch
From source to a point 0.5
WS- III;NSW
08/03/92
27- 43 -7 -(1)
mile upstream of mouth
Reedy Branch
From a point 0.5 mile
WS- III;NSW,CA
08/03/92
27- 43 -7 -(2)
upstream of mouth to Lake
Benson, Swift Creek
Swift Creek
From dam at Lake Benson to
C;NSW
05/01/88
27- 43 -(8)
Neuse River
Mahlers Creek
From source to Swift Creek
C;NSW
05/01/88
27 -43 -9
Neal Branch
From source to Swift Creek
C;NSW
05/01/88
27 -43 -10
White Oak Creek (Austin
From source to Swift Creek
C;NSW
05/01/88
27 -43 -11
Pond)
Little Creek
From source to Swift Creek
C;NSW
05/01/88
27 -43 -12
Cooper Branch
From source to Swift Creek
C;NSW
05/01/88
27 -43 -13
Reedy Branch (Little Branch)
From source to Swift Creek
C;NSW
05/01/88
27 -43 -14
Middle Creek
From source to backwaters
C;NSW
05/01/88
27- 43- 15 -(1)
of Sunset Lake
Middle Creek (Sunset Lake)
From backwaters of Sunset
B;NSW
05/01/88
27- 43- 15 -(2)
Lake to dam at Sunset Lake
Basal Creek [(Bass Lake,
From source to Sunset Lake,
B;NSW
05/01/88
27- 43 -15 -3
(Mills Pond)]
Middle Creek
Middle Creek
From dam at Sunset Lake to
C;NSW
05/01/88
27- 43- 15 -(4)
Swift Creek
Rocky Branch
From source to Middle Creek
C;NSW
05/01/88
27- 43- 15 -4.5
Camp Branch
From source to Middle Creek
C;NSW
05/01/88
27- 43 -15 -5
Bells Lake
Entire lake and connecting
C;NSW
05/01/88
27- 43 -15 -6
stream to Middle Creek
Mills Branch
From source to Middle Creek
C;NSW
05/01/88
27- 43 -15 -7
Terrible Creek ( Johnsons
From source to dam at
B;NSW
05/01/88
27- 43- 15 -8 -(1)
Pond)
Johnsons Pond
Terrible Creek
From dam at Johnsons Pond
C;NSW
05/01/88
27- 43- 15 -8 -(2)
to Middle Creek
Panther Branch
From source to Middle Creek
C;NSW
05/01/88
27- 43 -15 -9
Little Creek
From source to Middle Creek
C;NSW
05/01/88
27- 43 -15 -10
Page 15 of 43
2013 -12 -09 10:50:02

Mitigation Credit Reservation Confirmation Letter
Statement of Availability
Pancho Stream & Wetland Mitigation Bank
February 27, 2014
NC Division of Water Quality U.S. Army Corps of Engineers
401 Oversight /Express Permitting Unit CESAW -RG -R
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699 -1650 3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re: Reservation of Compensatory Riparian Wetland Mitigation Credits
Project: Brookside Subdivision, Fuquay- Varina
Corps AID #:
DWQ Proj #:
This document confirms that Judd Parkway Village, LLC (Applicant) has reserved for purchase
0.70 Riparian Wetland Mitigation Credits from the Pancho Stream & Wetland Mitigation Bank.
Restoration Systems (RS) attests to the fact that 0.70 riparian wetland credits are currently
available for immediate transfer from its Official Bank Credit Ledger to Applicant and that as of
this date RS has placed 0.70 riparian wetland credits into "no- sale " - reservation status under
the name of the project referenced on this document (Project).
These credits will remain in reservation status until payment in full is received from the
Applicant, resulting in the issuance of a Transfer of Mitigation Responsibility form by RS
acknowledging that the applicant has fully secured credits from the bank and RS has accepted
full responsibility for the mitigation obligation requiring the credits. If RS does not receive
payment in full for the Mitigation Credits within thirty (30) prior to the initiation of Project
construction, RS has the right to terminate this Reservation Letter, in which case RS will have no
further obligation to provide mitigation credits to the Applicant.
Brookside Subdivision. Fuquay Varina - Compensatory Mitigation - RS - Page 1

RS will issue the Transfer Certificate within five (5) days of receipt of the Purchase Price RS
shall provide to Applicant the Transfer form debiting credits from the Bank Official Credit
Ledger showing the permit number and the resource type secured by the applicant, and will
send an a copy of the Transfer Certificate with an updated Official Credit Ledger to regulatory
agencies showing the proper documentation
If any questions need to be answered, please contact me at 919 - 334 -9119
Best regards,
%aaa Dta y �fZdei
Tara Disy Allden
Regulatory Manager
Restoration Systems, LLC
Brookside Subdivision, Fuquay Vanna — Compensatory Nfittganon — RS — Page 2

NC Department of Environment and Natural Resources
Natural Heritage Program- NHP Map Viewer
Natural Heritage Program Map Viewer
(Data last updated on January 8, 2014)
Help and Definition ( http: / /portal.ncdenr.orgW document_ library /get _ fIle ?uuid= 3da6baa6- 9263- 4eOa- 80f5- 78d62a3b4741 &groupld =61587 )
1645 North Stewart Street, Fuquay Varina, NC 27526, USA
35.6055 - 78.7938
Search Radius: 2 miles •
Search Clear Fields and Reset Map
9
' y4y
S '
'%
W. I =,
m
b
4'
a
`e
. yia
71
9
' y4y
S '
'%
W. I =,
m
b
Enter an Address
Latitude and Longitude
(decimal degrees)
OR
just click a map location below...
� 1393 kiln 1375
•�{i¢ad7�rp 39
417E Rey 13
F
1404
tl
SG'
N
Sy FE 1404 150 f
N
6
d
�tlt
Search Radius
n a7
Significant Natural Heritage Areas
(az) Va lna
Managed Areas
1 7 t-
o
-leni�n9Flo
/ma a com(mpps?1!�35. MO „ _.,,., 6628, 76.797139ET- 1381= p8h1= m�156r 1 km
SHOW RESULTS FOR: (a) Significant Natural Heritage Areas O Managed Areas
Show 10 ' entries per page Download Results
Site Name + Acres Owner Representational Rating
Blue Pond Salamander Site 1 0.61 I PRV, NCMNS I R5 T
r
7 x54
Willow
S mq
l47,
�tl
3
i 55.1
m
4
ction mps_dialog.Sapiref.laoutput- classic) Map data n2014 G
Filter search results:
Collective Rating
C5
Showing 1 to 1 of 1 entries First Previous 0 Next Last

The Natural Heritage Program Map Viewer provides information on significant natural heritage areas and managed areas occurring within a 1- to 5 -mile radius of a user -
selected location. Below are brief notes on use of the map viewer. For more information on use of the map viewer or for an explanation of the values returned by the
search, see the "Help and Definitions" link above.
• Results are displayed for significant natural heritage areas by default. To display results for managed areas, click the appropriate radio button in the "SHOW
RESULTS FOR" section above the results table.
• Clicking on a column name in the results table will sort all entries in that column; clicking a second time on the column name will reverse the sort.
• The results can be further refined by entering a text string in the "Filter search results" field. Entries not containing the text string will be removed from the
table of results.
• Clicking the "Download Results' button will give you the option of saving the results table to a comma- separated - values file. This type of file can be opened in
most spreadsheet programs, including Microsoft Excel.
• If you have any questions regarding the data contained on the map viewer, contact Natural Heritage Program staff (http:rlportat.ncdenr.org /web /nhp /contact) . For
technical issues regarding the application, contact the Conservation Information Manager 'r
Use of North Carolina Natural Heritage Program data should not be substituted for actual field surveys, particularly if the project area contains
suitable habitat for rare species. If a database search lists no records for a project area, it does not necessarily mean that they are not present.
The area may not have been surveyed by biologists, or the data may not have been reported to NC Natural Heritage Program.
Information obtained from the North Carolina Natural Heritage Program Map Viewer should be cited as follows: North Carolina Natural Heritage
Program Online Map Viewer. [search date]. Department of Environment and Natural Resources, Office of Conservation, Planning, and Community
Affairs, Raleigh, NC. Available at: www.ncnhp.org.
lnl11 (An JI B HA
Naturalj n1711
Heritag http:ljportat.ncdmr.org /web /nhp )North Carolina Natural Heritage Program . 1601 Mail Service Center . Raleigh, NC 27699.1601
Program
SCIENCE GUIDING (ONSIRVATION
N.C. Department of Environment and Natural Resources
1601 Mail Service Center, Raleigh, NC 27699 -1601
Headquarters (Environment and Natural Resources Building): 217 W. Jones St. AN;
Archdale Building: 512 N. Salisbury St.
Toll Free: 1877) 623.6748

;2
Ch
H
Brookside Subdivision
tT IJ
WAKE
141
CA.
WA05!5 House
VVAOE-e•O House
WA04V Waite Chapel C-t7ristiar Church
p.Frii.i 14l, "d
WA0458 Bible Way Deliveraroe "t?ur& W46482 Stevens-Rarsdell House
WA04C3 Herry-841111 House
February 26, 2014
• NR Individual Listing
0 NR Listing, Gone
NRHD Center Point
WA35152 Paul Stepher-scr
f! tO,'l 1,'
r.
:e Cyr
E lq_
WA5113 Bridge
INAOMS Ar&ie �ohrtsom
WA- R 194 House
rf
WAOM3 Wiley P. Hawara Farms
1:18,056
0 0.15 0.3 0.6 mi
0 0.25 0.5 1 km
Sources: Esri, DeLorme, FERE, USGS, Interinap, increment P Corp.,
NRCAN, Esn Japar> NETI, Esn Chna (Hong Kong), Erm (Thailand),

-4 Brookside Subdivision
A
0 %U.fc�.es
BercInals
DFIRFAG,id
Ruers 3rd Streams
'ranwx :Cowa
�owty 5,7xijanes
C035:01 93rrer Peso.rce Syoens
fteds
Nc High-hroy
-US -691m3y
IrteIM' .0 Highway
roirtca Areas
Eeaterrrwal u•,sd cbc,s
coarta s,%r -9
'.-yrFoockg-Fooft-3y :A=-s ❑ 3❑❑❑ Feet
-::;rFl000irg -Has 5=-:'s,AE: 6�1
2F,44r ':-- yrFDoWrg- 11,,EFE9is.:
W
4 ':-iT F m&q - .'e arty Zore
5:-;T F oocirg iShacledx i North Carolina
63seFom Floodplain Mapping Program
C 'w Sec:

RATIO OF PRECISION: 1(10,000+
DEED REFERENCES:
DEED BOOK 5565, PAGE 0653
DEED BOOK 8171, PAGE 0415
MAP REFERENCES:
BOOK OF MAPS 1993, PAGE 0092
PROPERTY IDENTIFICATION NUMBERS (PIN):
0667158122
0667065062
20140'2_07
INDEX:
SHEET 1 - TITLE AND VICINITY MAP
SHEET 2 - MAP INDEX
SHEET 3 - WETLANDS LOCATION
SHEET 4 - WETLANDS LOCATION
SHEET 5 - WETLANDS LOCATION
SHEET 6 - WETLANDS LOCATION
SHEET 7 - WETLANDS LOCATION
SHEET 8 - WETLAND FLAG AND POND COORDINATE LIST
SHEET 9 - CENTERLINE CHANNEL COORDINATE LIST
THE PURPOSE OF THIS MAP IS TO DEPICT THE HORIZONTAL
LOCATION OF THE JURISDICTIONAL WETLANDS. FEMA FLOOD
PLAIN INFORMATION WAS NOT EVALUATED AND IS NOT
INCLUDED IN THIS MAP.
cn
GRAPHIC SCALE �o
a
600 0 300 600 m z
,.. g
0�
(.n�
1 inch = 600 ft. m z
NORTH STATE FUQUAY VARINA
JURISDICTIONAL WETLANDSCOP
,
"MLY BLEAR orm
S,PPMAIV OAKS BRNE
i
PIN #0667158122
,
SITE
ssf �
��c / � , oWNEECIIEE
P0IRIATTAN GRIM:
NORTH STATE
FUQUAY VARINA TRACT
JURISDICTIONAL WETLANDS MAP
COVER SHEET
I, DAVID S. TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC. OF CARY, NORTH CAROLINA.
DAVID S. TURNER, PLS L-4551
CA &j5
``�``'��' of 1a•. •
A. 4;
L -4551
'
411 itS ill iv��
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
REGULATORY OFFICIAL
m TITLE
DATE
US A1'my Corps USACE ACTION ID
of Engineerse
NOTES:
1. AREAS COMPUTED BY CORDINATE METHOD.
2. BASIS OF BEARINGS ARE NAD 83.
3. UNLESS OTHERWISE NOTED ALL DISTANCES ARE HORIZONTAL
GROUND DISTANCES.
5. THE PURPOSE OF THIS PLAT IS TO SHOW THE STREAM
CHANNEL AND WETLAND LOCATION DELINEATED AND
SURVEYED BY BY WITHERS AND RAVENEL, INC.
6. GRID TIE PERFORMED USING NCGS CORS NETWORK AND
DATA FROM NAD27 CONTROL CORNER FROM PB 1993, PG 92.
7. NOT PREPARED IN ACCORDANCE TO GS: 47 -30.
8. THIS IS NOT A CERTIFIED DOCUMENT UNLESS SIGNED AND
SEALED BY DAVID S. TURNER, PLS L -4551.
9. THE NC GRID COORDINATES SHOWN ON THIS PLAT WERE
DERIVED BY REAL TIME KINEMATIC DIFFERENTIAL GPS
OBSERVATIONS USING ONE TRIMBLE GEO HX RECEIVER. THE
VECTORS WERE ADJUSTED AND PROCESSED BY THE NCGS
CORS NETWORK PRODUCING A WEIGHTED LEAST
SQUARES ADJUSTMENT OF THE NAD 83 2001 ADJUSTMENT
(2002) EPOCH POSITIONS.
WITHERS & RAVENEL. sh"t N°'
ENGINEERS i PLANNERS 1 SURVEYORS 1 of 9

ti .r
Z2
GRAPHIC SCALE
300 0 150 300
1 inch = 300 ft.
FUQUAY VARINA TRACT
JURISDICTIONAL WETLANDS MAP
MAP INDEX
1, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA.
DAVID S TURNER, PLS L-4551
SEAL
L -4551
"I'll iit%
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL'
REGULATORY OFFICIAL
TITLE
1 � I DATE
US Army Corps USACE ACTION ID
of Engineerse
WETLAND AREA TOTAL 814 ACRES
OPEN WATER TOTAL 0.35 ACRES
ISOLATED WETLANDS OF THE STATE TOTAL 0.41 ACRES
NON — JURISDICTIONAL POND TOTAL 014 ACRES
OF 7412 ACRES TOTAL EVALUATED AREA
SEE SHEET 3 -7 FOR
WET FLAG LOCATION
SEE SHEET 8 -9 FOR
NC GRID COORDINATES
WITHERS &— RAVENEL Sh"t "
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 of 9
m Yeacm. D*m wy Nft mm.. z= m ffl � rm www- ....d.".,.r_

r
LINE TABLE
N/F
BROOKFIELD PROPERTIES, LLC
LINE
BEARING
DISTANCE
o) N
n
3150 ACRES
DIB 8 PG 355
L1
MY10'17 E
m
~
N
�
N
Q
J
a
3
ONO
vm
GRAPHIC SCALE
WITHERS RAVENEL
MATCHLINE SHEET 4
ENGINEERS
1 PLANNERS 1 SURVEYORS
m Yea m u C— ""a C—r— 964 w 019-IE9-uw Im MO-497-OM
70
7o
133HS 3NnHolvm
y
N
1 inch = 70 ft
U
Cn1
WETLANDS
1
4.
SEE SHEET 8--9—FOR--]
6
NC GRID COORDINATES
y Q
M
BASIS of eEaRwcs
NC GRID NAD 83
3
��
,!
LL
-�
-g
d
\0
"
g
a
N/F
k
CAROLYN C. PALMER
7412 ACRES
c
POND
PIN #D667158122
OS 5565 PG 653
BM 1993 PG 92
� U
0. CO
�o
^O
E� GEND
Z
JURISDICTIONAL WETLANDS
i y y
ISOLATED WETLANDS OF THE STATE
ISOLATED
WETLANDS
Nom^
HORACE J. 8c
BRENDA SUE TART
n o
OF
THE STATE
°
a
o
40 46 ACRES "
JURISDICTIONAL POND
a
PIN #0667065062
DB 8171 PG 415
N
NON- JURISDICTIONAL POND
a
m
�
N 3.10'1700° E M
_ 240.90'
i
N 3.10'17.00°
E
a
N
320 -24!' RCP CL 4
1137.69'
NORTH STATE
FUQUAY VARINA TRACT
JURISDICTIONAL WETLANDS MAP
WETLANDS LOCATION
I, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA
=o`�aMVa• --
� r
SEAL
DAVID S TURNER, PLS L-4551 L -4551
we
So 110
Ooil lilt
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
REGULATORY OFFICIAL
i 1 TITLE
DATE
US Army Corps USACE ACTION ID
of Engineerse
M
a
t
R I
ell
r
� rib
LINE TABLE
N/F
BROOKFIELD PROPERTIES, LLC
LINE
BEARING
DISTANCE
o) N
n
3150 ACRES
DIB 8 PG 355
L1
MY10'17 E
18.51'
NORTH STATE
FUQUAY VARINA TRACT
JURISDICTIONAL WETLANDS MAP
WETLANDS LOCATION
I, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA
=o`�aMVa• --
� r
SEAL
DAVID S TURNER, PLS L-4551 L -4551
we
So 110
Ooil lilt
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
REGULATORY OFFICIAL
i 1 TITLE
DATE
US Army Corps USACE ACTION ID
of Engineerse
M
a
t
R I
ell
r
� rib
Shad 9
s
o) N
n
Q
�O
OD 11a
N
N
~
N
�
N
Q
J
a
ONO
m
N
WITHERS RAVENEL
ENGINEERS
1 PLANNERS 1 SURVEYORS
m Yea m u C— ""a C—r— 964 w 019-IE9-uw Im MO-497-OM
Shad 9

ANN
M �
� D
Ld n
LL1
N
CAROLYN C. PALMER
LEGEND
W W W
JURISDICTIONAL WETLANDS W W W
� D
W n
W =
=r
2 r 74.12 ACRES Z Cn
V Z PIN #0667158122 ISOLATED WETLANDS OF THE STATE LLI m O
m DB 5565 PG 653 Z N -1
Z BM 1993 PG 92 -J = ---I
m
U m JURISDICTIONAL POND Q � 10
m -0+
NON - JURISDICTIONAL POND m
50 FT. BUFFER
WETLANDS
PERENNIAL CHANNEL
i
BEGIN 2 -5 FT. CHANNEL — \ / 78-wF a43" 76-WF A
00-WF A22 WF AM `�+ Z �� 86-WF A3 85-wF A y WF A37 WF A38 81 -WF A /80-wF A41 y y y CL 2� w w
WF A24 7 -WF ` 87-WF 245 --CL 3'
�b' �V WF — 88- y v y y y y y y y y y y w� y y y y y 243- . y
250 -.Ci. 3' 249 -M 5! 246 -CI. 3
Cl 2: y y y CL y y y y y y y y y y y y L
.� y y y `�' y y �' y •� y
�Ir `Y .I. y •v W �V y y y 3' y y y y y y y y 1- a •� y y y y W 47-y 0. 4'
A/ y 52-CL 3' 248 -C1 y 2 4,
W 105 256-CL
Ile y y y 14, -
1 y
44- 147 �-F _
108
105-WF 147 8W 1 IV y 347299 SF y y y WF 109 45-W 1 107
7.97 AC
d1 4 y Z 2F- 123-WF , 1y ?
143-WF 110
109 -WF 1 110-W 1 y t SCI tit i24-VF / y W y y W y j4
1 W11 tit
4 36 120-W 132 125-W 1 y y 35-WF 115' 38-W 113 13�F �4iJ
MF 13 y 19-VF 133 WF 117 x
112-WF 140-1 1-WF 12W 33-WF 118
Bn W 3i
32 -WF 119
I, DAVID S. TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA.
"'ktuCttttt,���i
SEAL
DAVID S TURNER, PLS L-4551 z L -4551
♦
'1114911 S
n%�`�``♦
127 -WF
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL"
REGULATORY OFFICIAL
1 TITLE
1 + ` DATE
US Amy Corps USACE ACTION ID
of Engineers
NORTH STATE
FUQUAY VARINA TRACT
Zoo
�o
aQ
W Z
M
o ix
yo
az
m
SEE SHEET 8 -9 FOR
NC GRID COORDINATES
GRAPHIC SCALE
70 0 35 70
1 inch = 70 ft.
161
162-WF
163-WF 7 ,, I
11
JURISDICTIONAL WETLANDS MAP WITHERS &' RAVENEL s'°°"ft
WETLANDS LOCATION EN8INEERS 1 PLANNERS 1 SURVEYORS 4 of 9
m wdc.w� ww. c� ""m oa.o. aa" m ao -a�aw wee worer -yam ..au....eam.

MATCHUNE SHEET 6
5 133HS 3NnHOiVV4
P�
N
r�
t
9LY ll Z-8LY �-6i
1, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
;RAVENEL, INC OF CARY, NORTH CAROLINA.
sN11CA 11 "I '
sl
.Q
SEAL
DAVID S TURNER, PLS L-4551
��..S
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL"
REGULATORY OFFICIAL
TITLE
DATE
US Army Corps USACE ACTION ID
of Elsgineerss
NIP
CAROLYN C PALMER
74.12 ACRES
PIN #0667158122
D8 5565 PG 653
BM 1993 PG 92
3i A 5i
a 4
Ali
CD
PERENNIAL CHANNEL
m
SEE SHEET 8 -9 FOR
NC GRID COORDINATES
-►fir
WETLANDS — , ,
N�
50 FT. BUFFER
Q
MATCHLINE SHEET 5 /
b 133HS 3NIIH01dW
FUQUAY 'VARINA TRACT
MATCHUNE SHEET 7
5 133HS 3NnH0ldW
LEGEND
WETLANDS JURISDICTIONAL
ISOLATED WETLANDS OF THE STATE
JURISDICTIONAL POND
NON—JURISDICTIONAL POND
F
BASIS OF BEARINGS
NC GRID NAD 83
+A� a h r y,
aD CAROLYN C. PALMER
e° 74.12 ACRES
! n PIN #0667158122
DO 5565 PG 653
BM 1993 PG 92
a
,
4
b
+
�
m
ab
4 m
lt2m
GRAPHIC
SCALE
70
0
35
70
4
1 inch
=
70 ft
0*
!rvH�Fj, 4
O
f� p�
'
JURISDICTIONAL
WETLANDS
MAP
WITHER8
RAVENEL
Shed Na
5 9
ik
WETLANDS
LOCATION
EN61NE8RS 1 PLANNERS 1 SURVEYORS
Of
ei
m r.aa.a
ow. ors •ru o.o-
aun
et mo-awa im ns- ar�oos ...re..a�am

S 870915 00' E
to LEGEND 2764.08' y y W v. s W W W W W W W W v W •+ y
D y CL
w 0 w w w
= 2 —WF A99 TT
y
JURISDICTIONAL "� a 9
y vBEAVER IMPOUNDMENT/ �
z W y W y W y
W
8-WF A97 .V W W W W W W W W W W W W W rn
BEGIN 2 -11 FT. CHANNEL
Z N ISOLATED WETLANDS OF THE STATE \ y �, 348669 SF, y ,y 14, y y y W W W
J = 800 AC.
= rn U y W y W y W y W W W
C y
JURISDICTIONAL POND Ir ,W � Sr
211 -WW 3 Q 7—W A9 1—a%r 2 W ,1
W W
e y • -CL 4 • 4- C1�,1t' y .v
o+ NON — JURISDICTIONAL POND 50 FT. BUFFER—/
3-C1. 8' 212 -WF 32
to ,' 9-YIF A95 15-CL 2' 09-WF 321 \
40-WF AM N� \ W y W W \
CAROLYN C. CAI LAM `� W
39-WF A82 74.12 ACRES , ° n-IV 3'
PIN #0667158122 , 4
WF A83 DB 5565 PG 653 "i, W W W
.v W BM 1993 PG 92 /
W W y WETLANDS � -"'F A93 y
3'
52-W A70 y W W W y y ,�_ _1 24-11F shy 22-CL 11 .t- 207 -WF
Z�" CL 2' W w WF 318
53-WF A69 y y W W `1' �' W W W y W 205-WF 317
W W W : W
226-WF
2?.5 -MIF 2198 SF 224-WF M6
0.05 AC.
221 -WF M A %'6223-W M7 TT M1
222-WF Mt IT M7
DAVID S TURNER, PLS L-4551
FUQUAY VARINA TRACT
L =4651
�a _4Q!;'
316
315
J 50 FT. BUFFER
319 N/F
to
/ y y w
W W 215-M 4
W W 4-CL 31 28-d-
°0 0
PIN #0667158122
rj to
� W
W W
•
4 y � W
04-
W I'
N
254.37'
N
S16'34'46'E
216 —m 6'
y
CL W 41
223.02'
2574.73'
/
W 9-CL 3'
17-CL I,Q' W W
W W W W • ,�, 6' W WW
1862 46'
/
y y
5•W W Y
W W W
W W W W W W W W '� % W 20
S4'45'46'W
10080'
W 14, W W WSW
�
F A6f
y y
y W W �Y W
Jr W
y W W
�1+ A, `1'
W W W W
201 —VF 31 ,
Qd2—WF 314
W W
W
347299 SF w W
97 -"�
y w W "
PERENNIAL CHANNEL
7.97 AC.
96-WF 310 TT 71
r`
W
W W
W W y2
229—CL 4
95—WF
309
;x F
i, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
W 13,
WAS PREPARED UNDER MY DIRECT SUPERVISION, ANpI
0-CL 3' y
191 -W 305
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WI
RAVENEL, INC OF CARY, NORTH CAROLINA. '
90-WF 304
����u A1i'i�,����
1�N
gL'II�J'
ISOLATED
WETLANDS
`���o:Q��E�16'� ti
r 302
227 -wF
OF THE STATE
SEAL
226-WF
2?.5 -MIF 2198 SF 224-WF M6
0.05 AC.
221 -WF M A %'6223-W M7 TT M1
222-WF Mt IT M7
DAVID S TURNER, PLS L-4551
FUQUAY VARINA TRACT
L =4651
�a _4Q!;'
316
315
J 50 FT. BUFFER
319 N/F
to
CAROLYN C PALMER
=
7412 ACRES
°0 0
PIN #0667158122
rj to
DB 5565 PG 653
^ N
SM 1993 PG 92
N
254.37'
N
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
Cl
53 33'
2583.96'
S700'481E
53.33'
C2
254.37'
812.14'
S16'34'46'E
253 33'
C3
223.02'
2574.73'
S3'56'06'E
22295'
C4
177 01'
1862 46'
ST 16'09'W
176 94'
C5
100.80'
3745 59'
S4'45'46'W
10080'
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL'
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
US Army Corps
of Engineers.
RISDICTIONAL WETLANDS MAP
WETLANDS LOCATION
a�
z
z
3W TT PL h m
z
m
z
GRAPHIC SCALE
70 0 35 70
1 Inch = 70 ft
SEE SHEET 8 -9 FOR
NC GRID COORDINATES
MATCHLINE SHEET 6
L 133HS 3NnH01Vh
WITHERS & RAVENEL cShedNO.
ENGINEERS I PLANNERS i SURVEYORS V of 9
m vb _C u G. n.• Ca aan to wl"I vm r_110_40 4= Ill -

s
227 -VIF
226 -MIF
225-WF M
221 -WF M9
222 -WF I" TT
ISOLATED WETLANDS
IF THE STATE
M6
M7 TT M1
I, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA
,.w11CAa,,,
R0<
-`off beta•
� r
SEAL
DAVID S TURNER, PLS L-4551 L -4551
r -
r :-
L0
m N
C
I'-
.D.J CAROLYN PALMER
Li
7412 ACRES
_
= PIN #0667158122
NON-JURISDICTIONAL POND
r DB 5565 PG 653
53.33'
Z BM 1993 PG 92
LLJ
m
zN
253 33'
'v
223 02'
=M
S356 06'E
�rn
4
177.01'
186246'
�-4
176.94'
LEGEND
CURVE
JURISDICTIONAL. •
1
ISOLATED WETLANDS OF THE STATE
CHORD
JURISDICTIONAL POND
53 33'
NON-JURISDICTIONAL POND
S700'48 "E
N89'04 56'W
2803 54'
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DEUNEATION MANUAL"
$ REGULATORY OFFICIAL
TITLE
„ 1 1 DATE
USACE ACTION ID
k >x
68 Army Corps
ct Engineers.
.l
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
,,Cl
53 33'
2583.96'
S700'48 "E
53.33'
254 37'
812.14'
S16.3446 E
253 33'
'v
223 02'
2574.73'
S356 06'E
222.95'
4
177.01'
186246'
S1.16'09'W
176.94'
100.80'
3745 59'
S4.4546W
100801
' < 61
< 0 14
291 —PON
292—P O�
1A
FUQUAY 'VARINA TRACT
1
'':w
NON — JURISDICTIONAL
POND CONSTRUCTED
IN HIGH GROUND
167 IT POND
ISOLATED WETLANDS
,,,,--ISOLATED
THE STATE
-WF 186
165
181 Tr 165
n
0-
a
0
0
N
N
h
3
A
Q
h
9
O
N
MATCHLINE SHEET 6
L 133HS 3NnH0l` V4
SEE SHEET 8 -9 FOR
NC GRID COORDINATES
Zm
<g
mZ
(na
U
Z
m
GRAPHIC SCALE
70 0 35 70
1 inch = 70 ft.
JURISDICTIONAL WETLANDS MAP WITHERS (- RAVENEL
WETLANDS LOCATION of s
ENGINEERS 1 PLANNERS 1 SURVEYORS
m ue�a� wr. � ■,�u oamr aar ae as -wassa � m�- +ar -aooe ....gym. -.�+� 11 11
r

-
Point
-
Eost3ng
Desorption
Point �%
51
52
53
54
55
56
Jr7
58
`�
60
61
62
83
B4
65
B6
67
68
89
7p
71
72
73
74
75
76
78
79
8p
81
82
83
84
85
88
87
88
ag
90
91
92
93
94
95
96
97
99
100
Wetland Point Table
Northhlg E�n9
675440.2830 206177&3990
875395.6590 2061899.3240
6753821970 2081937.8530
675319.9290 208192249M
675308.0600 208188 &4070
67530&3110 206185&348D
67526 &1530 206179&9270
875240.1350 2061785.1730
67�7W 206f767.1s1D
675201.9920 2061768.5900
675183.0540 2061742.1140
875168.4360 2087724.0490
675148.0420 2061684.9590
675127.9110 2061658.7500
675104.6270 2081679.1400
675097.7950 206166 &1790
67511 &8480 20616538760
875095.0330 2081807.6800
675081 1840 2081563.1440
8750724060 20615193820
675079.3970 2061481.2580
875067.1490 20614781880
675055.2690 2061468.7750
6750881720 20614688730
675071 0700 2061393.2970
675079.8880 2061337.3 0
875070.2440 208127 &7870
675074.8130 2061252.6580
8750838180 2081181.1280
8750881580 2081109.7650
6750616740 2081067.5650
87505 &5820 ?0810212730
6750�•� 20609672780
875067.57 2080919.7470
8750781400 20608751040
675068 3310 208083&7460
675058.0490 2060787.3000
675048 3870 2060745 1320
673048.3980 2060894.0020
875048 8890 20608&3.6670
675040.5890 20606623930
6750517030 2080634• 730
675050.2780 206059&0600
675039 4310 20605605MWF*
675045.8040 2050525,57
67504 &8370 2060495.06
675055.9930 2060455.45
67505&9550 2080403.84
675066.9990 206037173
675071 0710 2060330.92
Description
WF A74
WF A70
WF A69
WF 9.68
WF A67
WF A68
WF A64
WF 9.63
WF 9.8?
WF 9.61
WF A60
WF 9.59
WF A58
WF A57
WF A56
WF A55
WF A54
WF 9.53
WF A52t119
WF 9.51
WF 9.50
WF A49
WF A48
WF .447
WF 9.48
WF A45
WF 9.54
WF A43
WF 9.42
WF 9.41
WF 9.40
WF 9.39
WF 9.38
WF A37
WF 9.38
WF A3513Q
WF A34
WF 9.33
WF 9.32
WF A31�
WF 100
WF A30
WF A29
point f
101
102,
103
`104
105
108
, 107
7�08�
109
710
"11,1
112;
,,a„�
X113
,X11;4
x,115
j118
:1,17
X118
iT0
121
�x
yRf22
123
*124
j 125
AL:
P4i2g
" 12
,130
✓'131
AdS,
`132
113
,13,
Yi5'
;,135
i3�
x138
u�t ,•
140
X141
,
( 142
y% 143
If
�; -146
- � !46
�, ,
147
�t48
49
" 150
�t'
Wetland Point
Northing
675085.8890
675074 8650
67502&1750
675006 0000
674989.5950
874998.9540
674998.5830
6749910390
874974.7520
67496"7W
67493 &2460
674931.5860
674948 5580
6749325660
674951.6620
674983.4350
674986.0170
674929 0980
6749377170
67495 &8500
674979 2370
67499 &7350
674981.9170
674973.1880
674951.7930
674928.8720
874898.3940
674895.6470
6749118690
87491 &9530
674920.5960
874918 8390
67492? 7920
674937.8690
874947.0940
67195 &7720
674959 6350
674947 7430
874959.2030
674970.5540
87496 &9040
67497 &4770
87497 &1350
674989 2320
67499 &7880
67499&3540
675011 1570
675011 1370
6750221600
875021.7130
Table
Eosting
2080297.0880
2060250.1450
2060250.2380
2060283.5250
20130310.6970
2060338 8490
208041 1 4740
2060450 8560
20604887130
20605216810
2060547 4000
2060549 9050
2060597 4350
20805950140
2060573.1980
20605873440
2060613 8340
2060638.2850
2060655.9430
2060658.5200
206089&9720
2060716 7460
2060743.5810
2060781 6820
2060782.7760
2060788.0870
2060814.6370
2060848 7230
2060859 8140
2060873.6870
2060888 2770
2060902.0020
20609287110
20 935 5810
2oso9s &8996
20810011410
206101 &5960
2061058.7000
2061075 5780
2061101.2010
2061126 6380
20611524450
2081190 8730
20612302460
2061269 oa50
20813021020
Z081313.82f0
206138652 0
2061386 52�
Description
WF
WF A20
WF 149 TT A20
WF 148
WF 147
WF 146
WF 145
WF 144
WF 143
WF 142
WF 141
WF 140
WF 139
WF 735
WF 138
wF 138
WF 137
WF 134
WF 132
WF 131
WF 130
WF 129
WF 128
WF 127
WF 128
WF 125
WF 124
WF 123
WF 122
WF 120
WF 11
WF 118
WF 117
WF 118
WF 115
WF 114
WF 113
WF 114
WF 113
WF 112
WF 111
WF 110
WF 109
WF 108
WF 107
WF 108
wF 105
WF 104
WF 103
Wetland Point Table
Point /
wing
casting
Description
2
875806.5510
2082225.1440
WF A99 Tr PL
3
675815.4510
2062271.5970
CL 7'
4
87558&4620
��
p 9'
5
875594.5060
2082257.4910
wF 989.
6
675579.1800
2062287.4940
WF A97
7
675521.7940
2062341.1530
WF A96
8
675524.8630
2082370.2350
CL 9'
9
675485.5180
2082369.2000
WF A95
10
675534.6580
2062377.1070
CL 7•
11
675514.0420
2082376 -WW
CL 8'
12
6755021790
20623915040
CL 4'
13
875493 6040
2082441.9980
CL 10'
14
875499.8050
2062449 3670
CL 11'
15
67548&4170
2062445.5210
CL 2'
16
675481.4890
2062488.4960
CL 6'
17
675451.5140
206245&7730
CL 3'
i8
8754472640
2062418 3750
CL 4'
19
6754028240
2062393.9430
CL 3'
20
675439.7370
20623888950
WF 9.94
21
675410.6110
20623680510
WF A93
22
875399.4730
2082381.8510
CL 3'
23
675369.7100
2082351.9000
CL 2'
24
675390.7470
2062334.7820
WF A92
25
gJr� &5840
20@2298,5180
WF A91
26
675345.3250
2082324.5360
CL 3'
27
875379.3870
20822921590
CL 3'
28
675304 4830
2062281.1180
CL 6'
29
675309.7350
208 3810
CL 5'
30
675328.2210
2082209.1990
CL 4'
31
675354.2970
2062256.2120
WF A90
32
87535& 1870
2062215 4110
WF 9.89
33
675370.9050
2062148.8310
WF A89
34
67535&4380
2062111.4640
WF A87
35
87537 &4810
2082038.5090
WF 9.88
36
675379.1480
206201 &2090
WF A85
37
675391.0860
208199&8000
WF A84
38
6754324840
20619628650
WF A83
39
6754572530
2061939 6390
WF A82
40
675469.5340
20619084210
WF A81
41
675474.9690
2061848.3900
WF A80
42
1375473 5450
20618112110
WF A79
13
8754820480
20618218400
WF 9.72
44
675464.8580
2061867 6260
WF A7t
15
675471.1240
2DS17842690
WF 78
46
8751920540
2061749 6060
WF 9.77
47
675487.7060
2061712.2230
WF A76
48
675489.9880
20618825180
WF 9.7& 1 TT 9.7
49
675451 .7230
206163 &2140
WF A7&2 TT A75
50
87542 &6410
2061693.0120
WF A75
FUQUAY 'VARINA TRACT
RISDICTIONAL WETLANDS MAP
COORDINATE LIST
I, DAVID S. TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA.
DAVID S TURNER, PLS L-4551
.p.•moo •9
SEAL
L -4551
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTIL17JNG THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL"
REGULATORY OFFICIAL
m TITLE
DATE
US Army Corps USACE ACTION ID
of Engineers-
CODE LIST
WF = WETLAND FLAG
TT CH = TIE TO CHANNEL
TT PL = TIE TO PROPERTY LINE
Wetland Point Table
Point
Northing
Eost3ng
Desorption
151
67502&0490
2061416.9530
WF 102
152
675027.9860
2061457.5990
WF 101
153
675021.3410
20615119200
WF 100
164
674996 1450
2081518.2420
WF 99
155
67498&7250
2061529 3320
WF 98
156
674953 3480
2061517 0130
WF 97
157
674902 4310
20615227480
WF Of
158
674891 9880
2061493 3900
WF 96
-d
WITHERS & RAVENEL=t=jjj S of 9
ENGINEERS 1 PLANNERS ISURVEYORS
m ream _ t>_ x"o o"ca. 21st 1,10 -onto %, M-a»we

I---, Wetland Point Table
POW
Noruft
Easting
Description
159
674852.8670
206145SAM
WF 95
160
674797.9470
2061419 6750
WF 94
161
674747.5080
20613972800
WF 93
162
674708.5730
2061376.5050
WF 92
183
6746826080
2061343.0660
WF 91
164
674640.6890
2061306.1990
WF 90
165
674615 1080
2061298.0710
WF 89
166
674616.9890
20614124930
WF 87
167
674645.7900
2061426.4250
WF 86
168
674695.5420
2081450.2020
WF 85
169
674749.2700
2061470.7790
WF 64
170
6747621250
20614927900
WF 83
171
674787.9190
2061518.4720
WF 82
172
6748244290
2061541.4030
WF 80
173
674848.7950
2061543.2780
WF 81
174
674876.3930
2061554.5850
WF 79
175
674916.7260
2061561.0990
WF 78
177
674945.7660
2061575.9670
WF 77
178
674983 1970
2061583.0360
WF 76
179
6749920280
2061600AM
WF 75
180
675008.0830
2061600.3630
WF 74
181
675018.2830
2061621.7500
WF 73
162
675019.2240
2061637.2720
WF 72
183
6750215370
2061673.0530
WF 71
184
6750472640
20817084460
WF 70
185
675075.7150
2061687 7240
WF 69
186
675087.464o
2061698.6090
WF 3DO
187
675079 9420
2061734 4840
WF 301
168
675077.7910
2061760:4530
WF 302
189
675099.3730
2061765.2890
OF 303
190
6751195550
2061805.4950
WF 304
191
675155.3410
2061832.5250
WF 305
192
8751830590
2061897 1640
WF 306
193
675181.0560
2061926.8060
WF 307
194
6751916090
2061955.5150
WF 308
195
675179 0730
2061985.8590
WF 309
196
675198.0790
2062018.4490
WF 310 IT 71
197
675228.9220
2062074 6820
WF 71
200
675262.1530
20621384520
WF 311 TT 71
201
675253 9600
2082254.1330
WF 313
202
675241.5500
2082349.5060
WF 314
203
6752820980
2062384 5385
WF 315
204
67532&3190
2062370.5310
WF 316
205
6753545515
20624185050
WF 317
206
675369.3395
2062430.7935
WF 318
207
67&- Al&9470
2062470.8780
WF 319
208
675422.0600
2062492 5340
WF 320
209
675479 7785
2062514 4250
WF 321
210
675552.3900
20626316770
WF 322
211
1 67552-11220
2062679 3520
WF 323
Wetland Pohl Table
Point #
Northing
Easting
Description
212
675488 0920
2062718 0100
WF 324
213
675497 9370
2062760 3450
WF 325 TT PL
214
675338.7225
2062172.6765
CL 3'
215
675337 7510
2062112.0550
CL 4'
216
675323.2690
2062048.1540
CL 6'
217
675310.9690
2062014.0480
CL 10'
218
675298.6000
2061957 7820
CL 5'
219
675305.85.10
2081933.7650
CL 3'
220
675289.2300
2061884.3520
CL 5'
221
675008.7250
2061900 4200
WF Al2
222
675002,0810
2061911AM
WF Ul TF U7
223
6750115190
2061928.6740
WF N7 TT Ail
224
675044.9390
20619381940
WF Al6
225
675038.1560
2061885.0050
WF U3
226
6750813150
2061884.9960
WF U4
227
675077.3300
2061888.68W
WF US
228
675218.9690
2061820 6880
CL 4'
229
675177.2590
2061784.6270
CL 4'
230
675150.0380
2061763.6200
CL 3'
231
675119.3260
20617510520
CL 6'
232
675096 7210
2061679 0180
CL 4'
233
6750622440
2061626 9030
CL 3'
234
675045.3150
20615929590
CL 7'
235
675024.7890
2061578.6730
CL 6'
236
675000.1960
2061559.8260
CL 2'
237
674943.0910
20615311670
CL 9'
238
674908 4330
2061530.5160
CL 2'
239
6750227260
2061536.353D
CL 5'
240
675057 6650
2061493 6410
IM 5'
241
675044 4290
2061415.9420
CL 4'
242
675040.1450
2061369.3320
CL 3'
243
675038.2590
2061326 0160
CL 5'
244
6750639760
2061266.4860
CL 2'
245
675048.4950
2061210.7950
CL 3'
246
675037.3760
20611589080
CL 3'
247
6750316750
2061094.5590
CL 4'
248
67501& 1680
2061062 3130
CL 2'
249
675037.49W
2061015.3230
CL 5'
250
675038.5870
2060970.7410
CL 3'
251
6750132290
2060908.6680
CL 3'
252
675023.5530
2060867.7170
CL 3'
253
675045.6890
2060817.9110
CL 3'
254
6750417270
2060765.4300
CL 2'
255
675036 7450
2060714 8390
CL 2'
250
675035.8570
206067&3780
CL 3'
257
875009.8420
2OW016.3800
WF A9
258
675019 7250
20600418670
OF A8
259
675040.4830
2080006.1350
WF A7
FUQUAY VARINA TRACT
Wetland Point Table
Point
Northing
Easting
Descr"On
260
675022.6070
2059955.9440
WF A6
261
674996.8990
2059962.5680
WF AS
262
674921.4870
2059972.9340
WF A4
263
674894AMO
2059949 0730
WF A3
264
674861046D
2059904.7120
WF A2
265
674828.4920
2059899.5750
WF Al
266
674820 4290
2059939.9050
WF A19
267
674812.9340
2059961.0080
WF A18
266
674788.6930
205997&a5W
WF A17
269
6747724340
20599923110
WF A16
270
674751.1670
2060004.0520
WF A15
,271
674804.8310
20600048750
WF A14
_x272
674854.5670
2060017.6400
WF A13
1,273
674897.8330
2060005.9810
WF Al2
x274
674888,4020
20599823730
WF Al2
-f275
674948.5770
2059994.3680
WF All
278
674993 4970
2060004.1390
WF A10
2.77
6756515860
2060000.8050
POND
x278
6756255800
2060071.3760
POND
,k39
675645.5770
2060137.3600
POND
1280
6756423570
2060195.8270
POND
} 281
675644.0550
2060254,7140
POND
282
675696.2190
2060254.0450
POND
j283
6757186170
20601734830
POND
284
675705.8160
2060129.1870
POND
285
675687.8200
20600728950
POND
186
675684.4050
2060004.8720
POND
287;
6746795940
2062431.1180
POND
�s288
674690.2140
2062378.4050
POND
289
674653.7570
2062353.8590
POND
Z90
674662.2030
2062325.0680
POND
991„
6746438750
20623190070
POND
2923
674607.0840
2062327.1180
POND
197
674624.2930
2062377.3130
POND
g94
674622.6590
2062410.8770
POND
;295
674625.6410
20624127910
POND
1299
674628.0490
2082423.3680
POND
;297
6746335550
2062436:1140
WF 177 TT POND
F298
674596.1470
2062429.7420
WF 179
2gs
674584.7780
2062430.8300
WF 180
p0
674566.8350
20624440950
WF 181
X 301
67457SAWO
2062446.9970
WF 165
w 1302
6745921110
2062458.7590
WF 166
�Yu�F r
$ 303
674632.0360
206244&7640
WF 167 TT POW
3041
674659 5100
2062429.5650
POND
��305
67570 6.6660
2060317.4500
WF 150 TT CH
308
675656 8990
20603229730
WF 151
'307
6756589660
2060308.3720
WF 152
'A 308
675639.2570
20602818360
WF 153
4309
675611.5200
206027 &9540
WF 154
RISDICTIONAL WETLANDS MAP
COORDINATE LIST
I, DAVID S TURNER, PLS, DO HEREBY CERTIFY THAT THIS MAP
WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC OF CARY, NORTH CAROLINA.
% �N
` ��++ +CAR,,,
0 <i•.
.Q �
SEAL•
DAVID S TURNER, PLS L4551 L -4551
•'� Ca,
fill 1111IN��
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL'
REGULATORY OFFICIAL
TITLE
� DATE
US lAMTY BPS USACE ACTION ID
of Enginemse
CODE LIST
WF = WETLAND FLAG
TT CH = TIE TO CHANNEL
TT PL = TIE TO PROPERTY LINE
Wetland Point Table
Pant I
Northing
Easdng
Oesedpt on
310
675606.0340
2060303.4520
WF 155
311
675599.0640
2060313,8600
WF 156
312
675838.9810
2060328.9380
WF 157
313
675659.0990
20603425680
WF 158
314
675664.6230
20603626500
WF 159
315
675675 5230
2080384 8340
WF 160
316
675693 8820
2060426.4050
WF 161
317
675706.9590
2060445 4960
WF 162
318
675716.3970
2060450.5610
WF 163
320
675667.3410
20599234300
24' RCP CL 4'
321
675689.6560
20599684610
CL 6'
322
675659.1670
2059969 6210
CL 7'
323
675728.7210
2060448 0660
327
675725.7150
2060370.1400
CL 3'
328
675708.8630
2060257 4180
CL 6'
WITHERS &- RAVENEL S of 9
EN6INEERS 1 PLANNERSISURVEVORS
m r.aa.m nn. 0.% � mom. a m 9% -46-30 f . aaaa+om ill -

REFERENCES:
D.B.12560, PG. 614
D.B.5565, PG.653
B.O.M.2007, PG. 1175
NOTES:
1.TOPOGRAPHICAL INFORMATION TAKEN FROM WAKE CO. MAPPING.
2. PROPERTY IN JURISDICTION OF THE TOWN OF FUQUAY-VARINA
3. ZONING: R-10
4. LOTS SUBJECT TO RESTRICTIVE COVENANTS.
ER & SEWER
5. ALL LOTS TO BE SERVED BY CITY WATER
6, DEVELOPER TO BARRICADE WALAPAI DRIVE TO STOP CONSTRUCTION TRAFFIC
FROM COMING THROUGH THE OAKS AT SIPPIHAW"
STREETS ONLY,
Rl R SUBDIVISION R
N C O
SHALL ONLY ACCESS INTE L
7. ALL LOTS
8
I RIGHT-OF-WAY WAY AND TO MEET NCDOT
STANDARDS.
a ALL STREETS TO BE 5Op PUBLIC
AND/OR TOWN OF FUQUAY-VARINA STANDARDS.
9. LINEAR FEET IN STREETS. 4962 LF +J-
11. +/- 4962 LINEAR FEET OF WATERLINE PROPOSED.
FLOOD AREA
PP 100 YR. FL
F. .M.A. MAPPED R E
12. THERE IS NO DESIGNATED
ON SUBJECT PROPERTY. SEE F.E,M,A. MAPS 3720066700J EFFECTIVE DATE MAY Z, 2006
13. TO THE BEST OF OUR KNOWLEDGE, WETLANDS DELINEATION HAS NOT BEEN APPROVED
#
T MINIMIZED ON THIS SITE.
AT THIS TIME &
WETLANDS IMPACT0 BEM1N
14.} ALL INTERIOR STREETS SHALL BE CONSTRUCTED TO TOWN OF FUQUAY-VARINA STA,IDARDS.
R WIRE & TRACER WIRE TEST
STATIONS.
AVE TRACE I E
15. ALL
P.V.C. PIPING MUST H
Y WITHIN 3 OF
BACK
PR RABL H
B LOCATED EFE
TEST
STATIONS ARE TO E L
OF FIRE HYDRANTS. F THIS IS NOT POSSIBLE, THEN TEST STATIONS SHALL BE
LOCATED WITHIN A 3I RADIUS OF FIRE HYDRANTS.
A RADIUS.
5 TYPICAL LL HAVE A 2
TURN auTs SHA.
16.) ALL INTERSECTION
UR£ UNLESS OTHERWISE NOTED.
STRUCT
CENTERED ONEXISTING
17. ALL EASEMENTS CE D
18. ANY LOT OR PORTION THEREOF, LOCATED WITH
IN THE WAKE
COUNT
Y
FLOOD HA
�ARD SOILS WI REQUIRE A FLOOD HAARD STUDY AND BASE
FLOOD ELEVATION
DETER NED FOR EACH TO HAV NOTED ON THE FINAL PLATS
ETE
FOR RECORDATION, A
E FLOOD HAZARD
H LOT. TH O
I FOR EACH L ELEVATION FINISHED F DOEt
STUDY SHALL BE DONE DURING THE CONSTRUCTION PLAT SUBMITTAL.
RA AS ...A
5% GRADES TED
N TO EXCEED
D SIGNED NOT CIONS WILL B£ E
STREET INTERSECTIONS 19. ALL EE7
ODE.
F THE TOWN C
TI N
IN SEC. 1
O 9-3082 e O
20
ANY DISPENSING OF FLAMMABLE COMBUSTIBLE LIQUIDSU#
DS DURING DEVELOPMENT WLL REQUIREUIR
A
FIRE CODE PERMIT
&SITE INSPECTION. ON. CONTACTTHE FlRE
CODE OFFICIAL AT 9119-753-1004.
-1004.
21,) ALL CLEAR CUTTING MUST BE
IN COMPLIANCE TO CHAPTER 8a
ENVIRONMENTAL PROTECTION CODE,
a€
ar
PROTECTION Cr- RATAGE
CLEAR CUTTING AND HE
RIPARIAN BUFFERS
AND ARTICLE H
ARTICAL G ,
G,
TREES TO BE FUTHER SHOWN 1N DETAIL
AT THE SUBDIVISION ISION C NSTRUCTION PLAN
SUBMITTAL
22.) ALL WATER LINES TO BE 6" IN SIZE & ALL SAN. SEWER LINES TO BE 8" IN SIZE:,,
LEGEND
UTILIT.Y.
ALL STREETS
50' R%W
CUL-DE-SAC
50'
40' PAVEMENT
SUBDIVISIO �-N
OPEN SPACE TABLE
18% OPEN SPACE DEVELOPMENT
TOTAL AREA = 31«631 AC<
OPEN SPACE REQUIRED = 31.6431 X 18% = 5.693 AC.
COMMOM GREEN SPACE REQUIRED = 5.693 AC, X .20 = 1.138 AC
TOTAL OPEN SPACE PROVIDED = 8.433 AC.
COMMOM GREEN SPACE PROVIDED = 1.321 AC.
6' 4'
SHLDR, -
I"
% FT.
COMPACTED 2" 1 _ 2
SUS -GRADE
e" cABC
TYPICAL SECTION CUL -lid -SAC
NO SCALE
Wetland..
Impacts
1 & 2
TOTAL AREA 31.631 ACRE;
PHASE 1= 12.986 AC.- NOe OF LOTS - 32
PHASE 2 = 8.709 AC.- NO. OF LOTS = 33
PHASE 3= 9,836 AC>- NO.# OF LOTS = 31
TOTAL NO># OF LOTS 96
II• -
BUILDING SETBACKS: FOR R-10
FRONT: 15'
SIDEW
REAR:15'
CORNER SIDE: 16'
MIN LOT WIDTH: 50'
MINIMUM LOT SIZE: 7000 SO, FT,
NNN
11' 19' 1C` 19, 11.0
I
I t � ✓,.- € 1 I € I j� "-t j t € t I € � € I I � ,✓" t � t t
k � �-------T-- -ry'- __.{_-__ -!-_ --_.-t- ---z-� aa' ___«mll_.T... -- �€.._ _I.--_ ..L...-_,.j..___� \ •- � 1 9 i
)R € € I € 4 € ✓� x 1 # I €
I t € I I € I I
-1-------t-«•a--__..,„
€ _-�-L_---...-�-
t N/P € SIPPIHAW OAKS DRIVE
TART, HORA� E J & BRENDA SUE € \ 1 1
€ APROXI.§ATV LOCATION D8 �i{6©' PUBLIC ii11Y}
t7S PG 415 1 € I
100 YEAR FLOOD LINE 8M ;1993 PG 92
PIN#6§67.01-06-5062 -#--__-T_ w__T___-i".___ T___"7 _i j-F--`T-
'
�___1,. -_� _�_�_---r--- --,� .. y y y y ' 1 � `T-
r OAKS AT SIPPIHAW PH i y y t ♦ j t 1 1 1
{ t t',>W 0 I I € € I € I € € t i P.
WETLANDS ! © « i I € € € € ( 1 € Bhalz007 PG 65-67
r 1 LOT a% @Y 1 y b r
125 P g L04 12 � uyr � 1t7i � l�T � 4AT � * 1LOT33 � LOT € 2i3NINGa R-10 �cPr L9T � OT 4 LOT y y
I I € € 4nT 1 LOT I y
m ix$ szT sae :zs }.sO Sas �sz i Tse t 3 9 ,a.� € 1tO 1 t+a t Baa j "�s 1aa � '°� y Tae 1 ie7 '� '• '�'t t � J I 6 l
4' i 13 t i € S APROXIMATE LOCAT1C y € 1
1 1 € 1
OT
1' € I € € t I t IVU Y L
SEE NOTE 5 t 1 € I I
`. Olfi PCiNt3 € r , E i } csr r m-? ! Z 1,i , € 1 € I I € 1 € € € I € 1 g
s r " Wjl� s s ss>t zsr7 _ _r fi�._ __ gg „_ ,.,.�,. }+a..t."tw {.k^".4.g f �•�• "� 'y""`f ^""'rxw. .wa'. .xiW* .%.+i. «k. 4%.LLYr.. .,...... v v a is • r S • �+ >F . 4 ie,,,. ._w -"."w-'3: k `•T "T rx`�"""°��ig . ''` `a.1 _ # ! t € 4' {R rJ ( FA r1r B �11s � 9 r t � i l 3 € # €
7 �' sr�
P F 'sr Xinara �P ease hDbS SF asrw F x 4
�'
€ s 'r as5r d e4so SP - € ( IIs I I caea aP ,
a
x�A7 - ✓ fA tet..._--,.. _ ,A+ed � ats sC^ r r R a € r € € I € r t s � r
I<-" 1 l _ I I t l A € g b@.-
�z`sTT _ ! I d I't M� , � A�@, tit•`z..,w
.. t €"' � I•`"` t € p i % r s u A k:. @
_ I I I�
o @
i 11
R I Y
..,.« j a 5 'a 'tl..
_ X I i �•
I
3 A "fi
II � -
L _ f / @
i €
- �-" t} ie P y 1
--__ - -bsa- - '". La.... g "-• r a. w c ."i. "..rd4:r :--... •tt a r" €
S • .LS•` SS r...,. -r L .1.. _.. _€ L _F.._ .-I 1`_ .... � €.. _ „q � r �»i
a..xr.$ L._.='.i L._..»..t. ... ..� pp ++ 99 "s`' .lam e
P L («...... J h ..... �: ,a«: a t " f A✓ 'iix J
as ao i r i
T` $o• a x •A € €
D $0' r � z
SD' P @@ m rd i
.543' 8d' wx z > Y r. `
$iT' i •i > 1
sa - A
9 4
F
L Y
d ti t �\,�.�.• •: ,,;a�- x a
.. r
a
t ;
'y g 1 8
...tn.ax. wd, o- -. d, ,r ...a. ....._. -+.� •,„, » w v - ' �'� r ''- A/ 2 , �', 1 �% i •1• ;G'� /. `A�-rte_.. •'�.�< ,«/ 3dy <.*..««'n ( 4
ie ...
i
se i�^•` �, Y r"
� „ a9 ...•d^" iti^. t .rt � i • Y r"""
.« t t i> •.>'� 'i
�� • w"€ d 1 /''��� "/ - 4•w 4
t I s l I
.. sp 4 �'S -•.
€ w 5
i
1F
8 I aos
_ 3 T
�` _�-+' ✓?a�5'sr- -5+7ta u- I icx - f` - �o '�" + s"� p k W -`r"2 � ". "+, «..c,,,, . % .S''. € N �. _
- - - - q g- .. _ `x33o. ! tar•- f t , t, wk € a 'tW. "" d'" t - _ - 1
1 v
1 " k a'• 4
E
r
5s• �
�• Sa
€ ss•
5 l
t •..i {
a' NF
B
l y �
t•',._!�- `�---a `-4
r--'-9. - -- -- -- -,.. _ ..._ �"��, �...< 'ei;� ,, <,�.�, �,•zl ` r F r' F
-a 1�.J "...,, _ .. -� f" - .--•-.._,,.1 r -t r -1 r - ..:..a. @ � � _ : r w� sl
4 - X _
20 `-•-. -. E twin- ..:s'•. ,� AIR,r •,` € E
i Y 4 E •Y
1 , a
t I ®R' ^P 1•
8 8
A
t' rr i
{ /
I t* fx ♦
4 k@ €
( q 1
-
I" _ 1
IW
84 w
-sa � �
am S 55 �
A
60 w 8 v- .! a
4
55 5'7 1•' 2 pr�
A' ..
U ea
1
€ Q
Q g O � R
Q .tyypp P } 9
afF 9
5� F t C9 l R a f
7 1 w t Q P
f 3558 7 AF
i y� T4S3 5f Ta57 s ra � € i � .r• " a «r" r i f
T $
_. € w-• 4 3 ,. Tas sr 1.57 sF m .�` y • «« >`
t ' ,,� '✓� Y'A ,
/ J € 5
ji A €{ P y r f
..; _ _ ✓ ` }...- .... ..� _ 7 <^` I € Y F € € €1 9 •H' f' N" ..M' Vow �`�' . pk'.. ,.. M'. l 3 R' i
°4 I..c .... ......-.i L..__.-_.1 1-._ -..1 (.-_-. -.1 L_ -
R<'OCSKFIELD PROPERTiI«:5 LLC ^. `iv. -=! L _ _ _i 4c::. _ _3
as' Y lt....�"...1 4->. �._J _ L`- w
64' w `
8 ' S ' A ti _ t.,",w" «'frb`a . e< • ..sem, "9' ,� t
9 �^b� -
S' %
ss' i- +, � I !
" �9. i ••i x r'.
'S5' w
Q8 8127 PG 355 --- - $a $�"` g �' x'✓
4 $Q $U A • "fir ,,✓ r AFA x
_ 2 g wl' Al Af • ...
Yr +_.. w ^ \' 9 A.. v a .�.. x,,,» a :.r`""' `` .F^^, �,t«w:.>A- _ -d +•«',.A A / r u. axe
PfN 0657,02-95-3538 a-u,�«�••"-� _ x 9�' a x a"•• _ .rc•" = `�" t'
gt
w r
r� l•
--'•='•"`^-'"°••^'ter.-,a €
-•.� �.r- ". r warrrnw.r.rmvn ,nxaauau. -' Y ` ` ,
R-4
NIY - Y
20 G- » _
t
«
w-
> d
w_ 9 f r F ,ti • a '�-,x - c ,� w.<.. r' Fes, "_`.`_ � €
✓.
d r �
$T .,".R ST L.. r a xd f F i •+"i>..a, e `•ca,.r .«: .......",«_. -w«. `„"'�,d Y. a r i / «
_ Lw _ _ 'a /
d aS4X`l5FA _..-
3l F
T' ,.
- r
P
_ A,A
t t
.A� ,,
��� A' ® ,.
i
't 1� w+ � r
.�� Taw
1- v
_ d
�1 w d `°
P
w I tF ✓d✓ • MA
ro t'
_ r•� i
I
s s d >3
+- tw--www
y� i`�owd
1
l s 4
iww w� i
_ A,
_ ,M
?0.27 a
I< d
r �
1 3 .ef €
w .tw
wp i
�F k"
�..I4:i5H S
- y i
w•4 -.-." r X r
1 _ ,
w
w•I
hex SS
��wu x
- .� ✓r ` ad
R
_ I<
ub
N
0
A
f
Ad
�g"�
3t�i �.
tr`.
d�
a A'
w
`.w. <«.':.`"" .v�.< " • .e>' ':.-wef+<.A^'f.« .,Yr`":C ".dwW `i'� `4 aY 31,w d F X d ✓A �F i /-''A d� E Y
t'+.wr`�' «� O^v..........
., a a��as:t!'F" „"`xi."a ..¢ �a %
,y: " P,PA' Lw' "•>>Sw f b ¢
✓V t + lu �,.w p��"`x k a 4
PMS i ',J`�..ar > ,a 4^'ry.wrt Y•r" �<Y` a X v. % b 4 R
X R I
«, P ``r V•p .«�.. aaY.« , 'S d,.rt.«r-r..-r._.✓. <.Y. t'>"' «<. \ 'V f s' x d t f✓'< ✓.`"...A €
F 8
, .✓ «�`Y- , _.«v , w.s�> v v d . .. ,., ., d f x x d w Y"„„«"
w r.
«
.; .i
t4
t4
t t
r' s 430
✓^ r f r
TART, HORACE JfPINNDA SUE
08 8535 PG 983 R8
8M 1999 PG 1267
0657,16 -94-6633
ZONING: a'
NTS NOT TO SCALE
E.IP EXISTING IRON PIPE
PP POWER POLE
W /M WATER METER
T; TELEPHONE
PS IRON PIPE SET e l an Impacts
Ss
CR&L TRANSFORMER -000
CATV CABLE TV SOX
O13(OLFO4CLIGHT POWER LINE Stream Impact 1
F L.S, FLARED END SECTION (PIPE) Neuse �p y�
R ? RE INF#aO E D C4NC. PIPE �e � ,L I�i €w
,3 O.C, Ee} GK Of' CURB
F. H. EIRE HYDRANT`
C\O SEWER CLEAN OUT
EIS EX15TING IRON STMKE
M.H. MANHOLE
ECM EXISTING CONCRETE MONUMENT
P.K. PARKER KALON NAIL.
AArf'J WATER VALUE
OS OPEN SPACE
CLOS COMMON GREEN OPEN SPACE
LEGEND
Existing Iron Pipe (Control Point)
01ron Pipe Set (unless otherwise noted)
® Existing Concrete Monument(Control Paint)
133 Concrete Monument Set
X Computed Point Only
All measurements shown erre horizontal ground
measurements unless otherwise noted.
Area computed by coordinates
Zone. R- 10 Pin #: 0667-15-1317
NRB -' 1NEUSE RIVER RIPARIAN BUFFER
1 4a.
1
�✓� fes...-..-�"'""����J 1 1 1 € I I I
1
€ !
i t i i BM 2£,01 PG 159-960/' ~\
t @
r- 1 ---- T - - - - T- - - - -----
€ ! t I t € >
€ t € I € 1 1 >
i i I i 1 I 9 1
I -_J-- --- ._L �__1 _----� 7-__ �5--....-..,-
1
X♦� //
ti` 1 I i 4
1
1150 0 150 300 450
GRAPHIC SCALE - FEET
SHEET #2
OS 898 PG 498
J 1 PIN3667,14-22-87$3
/ t PINS 0667,14-34-7215
# ZONINGS R15
I
I
i
s
i
I
1
\'♦� t
\i
€
t
I
I
t
i
,
gl CARDINAL DRIVE
• 1 T- " STEWART STREET I
F - N.C.S.R. 1401 t i
_ µ __P € # P h3-60' PUBLIC R/W € i
tiw I w R am 19693 PG 92
€
. ww
a# I €
lA € t
- i
P A^
MASSENGILL & MASSENGILL
6600 BROOKSHIRE DRIVE
FUQUAY-VARINA. NC. 27526
Wetland..
ct 3Z
Stream s
Neuse Buffer s
Impact
IgimilAIT4112
010 ON NO 0 1 illU
[91 16 1 FrA I
:t 1
MIDDLE CREEK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
SCALE 1 °' = 130' JANUARY 20, 2014
MAULDIN-V ATKI� S SURVEYING P.A.
P.Q. BOX 444
F= UQUAY-FARINA, NC 27526
919-552-9326, 0929 CF= 2444, PF= 2444PR

"N
..... . . ......
T
........ .-....rww�„ -+r—wawa".,.«....«. ,..,,_ � .F'€..,.y \ £%
7
.. . ...... . ..............
. .. ..........
4 ........ .... . ... . ......... . .........
-z' ........ . . ...............
7-
r--- -T-
N, L/
* . ........... . ..... .
.............. . ............. . ......... .. . .......... *- . . ....
IN 'y V,- . ........
. . .... . ...
-41 41 11 41
Ln 14 1p -4o
It
...... ..... .
. .......... ""' \, i , * ? A,
\ . .. ......... 41
c: 7
-y L
ti
4- 1p, /* w
J
24)
f A
0 yxe
"i�, v `3, w -v
',W' 114
C/A
-V
. .... .
...... .... .
7
R 0 A
D R 1
------ .......
ENT IM T,
0
........ . .... t/
........ . . .... --------- IMPACT i W^' .y w
W JFFER
Bi f4 $,F
- -- - ----------------------- ----
.... . ..... . ... ...... ..... - - -------
0, 29
ljo.... . . -- - - -------
.. . ........ .
..... ........ - . . ....... . .. ...........
s . s s
21+9 eERMANEN
rw
....... . . ....... —w-
. . . . . ................. I'll- . . .......... IN B FEk ZONE 2' IMPAM
77 �&40
AREA = 410 SFrr
F
AP
AREA - 0 009 AC
P7
....... . . . ..........
'IN N41 /,v 4�
/*
'A,
45
90 ,rPROPOSED SANITARY
7,-\ 11 Al
7/ SEWER OUTFALL WITH \c
20 -FT EASEMENT
z
"N tff
j Ov
t 41
1p
EERMANENI I /I
s ll�.
MPACT A"
"A,
FLOOD PRONE spius- .... ..
-DELIN --ryP X
N D S
TL -
AREA 0.228 AC EATION,
jJf
'496k— -9.94 4, SF
4D I
w E
SOICT40NAL . .......
W, v �l I
ET -t4DS-
W
'IX - !l/ , " -,4, -', i ,/ I 1��l S�
WETLAN TYP
........... D -IMPACT 'W
3 SF
5 T
AREA,
AREA
-----------
0 8 AC/
0�
AR
ELSE RIVER
AAA-% A,
R�r ZONE J/
A, -41 1p
NEUSE-RIVER BUFFE
BUFFER ZOINE-1--.,
/w NgUSE RIVER
PC RIVER 1p v -41 41 -41 -,4, BUFFER ZONE 2
NEU
z- BUF ZONE/,
A-
Ld
afi ,r
A
41
-XI
TtMPQRAkYAlPACT
.... ... . .....
N I / /
X1
w -4'
WETILAN6 o4pAoT
N
1p ly w q, 41 41 41 v w AR6 1`5-30' SF//
/Wl`
7—�
R XREA/= "6.036 AC
TEMPORARY STREAM
PLAN ROADWAY 'R 1' CHANNEL DISTURBANCE
SCALE: 1 40' LENGTH = 21 L.F,, PERMANENT IMPACT
BUFFER ZONE 2 IMPACT
—ALILA — A 4^ C'1
LEGEND
JURISDICTIONAL WETLANDS
PERMANENT WETLAND IMPACT AREA
TEMPORARY WETLAND/BUFFER IMPACT AREA
TEMPORARY STREAM BUFFER
ZONE 1 IMPACT AREA
NOTES
1. WETLAND DELINEATION & EXISTING TOPOGRAPHY PROVIDED TO CURRY ENGINEERING GROUP.
2. GRADING & PROFILES OF ROADWAYS AREA SCHEMATIC IN NATURE. FINAL GRADES WILL BE
DETERMINED WHEN UTILITIES AND STORM DRAINAGE SYSTEM ARE DESIGNED.
3. TEMPORARY IMPACTS SHOWN BASED 5 -FT OFFSET FROM TOE OF SLOPE LIMITS.
4
It
SII
UJI0
SCALE IN FEET
VERTICAL
SCALE, 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
e
[01
refflEffffi"I'll, iiii!ll -s"90 ne'Lllllil i
V)
16
uj
x
cr,
C4
nw
5
otom,3l

1 PLAN ROADWAY 'P0WHjATAN`
�-2 SCALE: 1" = 40'
PROFILE ROADWAY 'POWHATAN'
�-2 SCALE: 1 " = 40'
LEGEN
JURISDICTIONAL WETLANDS
PERMANENT WETLAND IMPACT ARE4
1. WETLAND 'DELINEATION & EXISTING TOPOGRAPHY PROVIDED TO CURRY ENGINEERING GROUP.
2. GRADING & PROFILES OF ROADWAYS AREA SCHEMATIC IN NATURE. FINAL GRADES WILL BE
DETERMINED WHEN UTILITIES AND STORM DRAINAGE SYSTEM ARE DESIGNED,
3. TEMPORARY IMPACTS SHOWN BASED 5 -FT OFFSET FROM TOE OF SLOPE LIMITS.
4
ol
SCALE IN FEET
VERTICAL
SCALE; I IN 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
Blom
TEMPORARY WETLANID/BUFFER IMPACT AREA
TEMPORARY STREAM BUFFER
I
0
ZONE 1 IMPACT AREA
TEMPORARY STREAM BUFFER
NE 2 IMPACT AREA
ZOwiwwiwwiw
1. WETLAND 'DELINEATION & EXISTING TOPOGRAPHY PROVIDED TO CURRY ENGINEERING GROUP.
2. GRADING & PROFILES OF ROADWAYS AREA SCHEMATIC IN NATURE. FINAL GRADES WILL BE
DETERMINED WHEN UTILITIES AND STORM DRAINAGE SYSTEM ARE DESIGNED,
3. TEMPORARY IMPACTS SHOWN BASED 5 -FT OFFSET FROM TOE OF SLOPE LIMITS.
4
ol
SCALE IN FEET
VERTICAL
SCALE; I IN 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
I
0
ap
04
LJ
0ri
ce,
W
x