20091346 Ver 1_401 Application_20100110

i
MCNIriff
REALTY GROUP
30 S. Meridian, Suite 1100
Indianapolis, IN 46204
317-577-5600 317-577-5605(Fax)
TRANSMITTAL
To: Cyndi Karoly
Supervisor
401 Oversight/Express Permitting Unit
2321 Crabtree Blvd
Raleigh, NC 27604
[phone]
Ref: DWQ Project # 09-1346
New Hill Place - Holly Springs, NC
oQ-1346
RIM&NOW[E ?
JAN 1 9 2010
DW - ftTER (QUALITY
W1111INDI AND STORMYYATER BRANCH
Date: 01/15/10
We are sending you the following Items:
OTY
r)F.(RTPTT(1N
SP&II)
1 Application Fee: Check number 1141 dated 1/12/10 in the amount of
$570.00
5 Complete sets of the application and associated maps
1 CD with large scale maps in TIFF file format
NOTE: In response to your letter to Mr. Kyle Ward dated December 28, 2009, enclosed please
find the above referenced items. If you have any question or need any additional items, please
contact me at the number below or David George at [phone].
cc: David George (w/o encl)
Transmitted By:
KITE REALTY GROUP
Joy Skidmore
Pre-Development Services
317-578-5154
[e-mail]
Sent via: UPS Next Day Air
pq• i3?t?
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
!33 CFR 3151 Expires December 31, 2004
The Public burden for this collection of Information is sestimated to average 10 hours per response, although tM majority of applications should require
1 5 hours or lass. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22262-4302; and to the Office of Management and Budget,
Paperwork Pleduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of low,
no person shelf be subject to any penalty for failing to comply with a collection of Information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This Information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, If information Is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and kutructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that Is not completed in full will be returned.
F
1. APPLICATION NO. 2 FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
i
¦ • v ri
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE ra+MSnr is not isaulrMl
Spring Investors,LLC Attn:Kyle Ward Benjamin V. Wilson, PE
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
1000 Darrington Drive Suite 105 ATC Associates,Inc. 2725 East Millbrook Road

Cary, NC 27513 ,
Suite 121 Raleigh, NC 27604
7.. APPLICANT'S ONE NQ$. W/AR A CO 10. AGENT'S PHONE N - . W AR A COD
a. Residence a. Residence
b. Business 919-462-0775 b. Business 919-$71-0999
' STATEMENT AUTHORIZATION
[hereby authorize, Beniarnin V. Wilson, PE to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental inform in s9por, oJAhis per
'pit application.
r.
TURE
DATE
12. PROJECT NAME OR TITLE &a imtwaiq
New Hill Place
1J. NAME OF WATERBODY. IF KNOWN at,.,,w-iam
Little Branch/Oak Creek/Cape Fear River
15. LOCATION OF PROJECT
Wake County
COUNTY
North Carolina
STATE
14. PROJECT STREET ADDRESS ni.rpxcki
New Hill Road at NC 55
Holly Springs, North Carolina

16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, owii straw w JH'?1 A Al p 01{0
Lat 35.6649 degrees N / Long 78.8494 degrees W u7 1
17. DIRECTIONS TO THE SITE VEMUANDSTOW
The Site is located at the north west quadrant of the intersection of NC 55 by-pass and New
Hill Road in Holly Springs.
EDITION B 94 IS OBSOLETE. l Proponent: C EC- -OR)
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-0003
/33 CFR 3251 Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
1. APPLICATION NO. 12. FIELD OFFICE CODE 13. DATE RECEIVED 14. DATE APPLICATION COMPLETED
NTFM_S RFr nW Tn RF Frr r Fn RV dPP/ U`4NTl
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not reoutredi
Spring Investors,LLC Attn:Kyle Ward Benjamin V. Wilson, PE
6, APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
1000 Darrington Drive Suite 105 ATC Associates,Inc. 2725 East Millbrook Road,
Cary, NC 27513 Suite 121 Raleigh, NC 27604
T. APPLICANT'S PHONE NOS. W/AREA CODE 10 AGENT'S PHONE NOS W/AREA CODE
_
a. Residence a. Residence

b. Business 919-462-0775 1
b. Business 919-871-0999
11. STATEMENT OF AUTHORIZATION
I hereby authorize, Benjamin V. Wilson, PE to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental inform in support oVhis permit application.
APPLICANT'S S GNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE Iseeinsr-rinns:
New Hill Place
13. NAME OF WATERBODY. IF KNOWN n1„-1i-i,1,i 114. PROJECT STREET ADDRESS plappicabiei
Little Branch/Oak Creek/Cape Fear River
15. LOCATION OF PROJECT
New Hill Road at NC 55
Holly Springs, North Carolina
Wake County North Carolina
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (-instructions)
Lat 35.6649 degrees N / Long 78.8494 degrees W
17. DIRECTIONS TO THE SITE
The Site is located at the north west quadrant of the intersection of NC 55 by-pass and New
Hill Road in Holly Springs.
NG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR)
18. Nature of Activity (Description of project, include al features)
The project will consist of a four lane roadway to serve as the main east west thoroughfare
for the Town of Holly Springs. This thoroughfare is part of the town's transportation plan
and has been approved by the NC DOT. The development portion of the project will consist of a
shopping center and a residential development with associated roadways, parking, utilities
and storm water management features. The construction will be performed with typical earth
moving eouipment. 0
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The project will consist of a four lane roadway which will serve as the main east west
thoroughfare for the Town of Holly Springsand construction of a shopping center and a
residential development. The project will begin in 2010 and will be completed within 15
11- Y C
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Fill material will be placed into the Waters of the US for the purpose of building a roadway
embankment and to construct roadways and embankments for construction of the retail and
commercial buildings for the development.
21. Type(s) of Material Being Discharged and the Amount of Each Tvoe in Cubic Yards
The material to be discharged will be local on site or off site fill soils which are silty
sands and clayey sands and sandy silts.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Impact to wetlands will be 0.802 acres and impacts to streams will be 3,410 linear feet. This
will be accomplished by filling with local soils using traditional earth moving equipment.
23. Is Any Portion of the Work Already Complete? Yes = No IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list),
Addresses of adjoining property owners are attached.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL" IDENTIFICATION NUMBER nATF APPI IM nATC Aoocmrcn I Tr
C VCIVICV
List of approvals are attached
-1A1 0,.1,4 ,-1A L. "0 8SLN1- w -Jolly, uunuing ana Tnooe pialn permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
application is complet nd ecu ate. I further certify that I possess the authorit and rtake the work de ibed herein or am acting as the
duly autho ag scant.
Z
SIGNATURE OF APPLICANT DATE TUBE OF AGENT DA E
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C, Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
Section 24: Addresses of Adjoining Landowners to the Property
NOTE: Properties to the east across the 4-laneGB Alford Highway (NC 55) are not
included as adjacent properties.
Properties to the North
WAKE COUNTY C/O COUNTY ATTORNEY'S OFFICE
C/O COUNTY ATTORNEY'S OFFICE
336 FAYETTEVILLE ST STE 1100
RALEIGH NC 27601-1743
DESCRIPTION: J W & W H MCCALLISTER LAND TR#3
Wake County PIN # - 0740625270
CAROLINA POWER AND LIGHT COMPANY ATTN W H KEITH CX1G
ATTN W H KEITH CX 1 G
PO BOX 14042
SAINT PETERSBURG FL 33733-4042
DESCRIPTION: HUNTER LD
Wake County PIN # - 0649582606
FOREST SPRINGS LLC
ADDR1: 4509 CREEDMOOR RD STE 202
ADDR2: RALEIGH NC 27612-3 813
DESCRIPTION: GOODWIN HEIRS PROPERTY BM1992-290
Wake County PIN # - 0649384133
Properties to the West across Old Holly Sprints Apex Road
HOLLY SPRINGS DISPOSAL INC
C/O ALLIED WASTE NORTH AMERICA INC
PO BOX 460189
HOUSTON TX 77056-8189
DESCRIPTION: TRACTS 1 & 2 GPR ENTERPRISES BM 1991-429
Wake County PIN # - 0649176522
WOMBLE, WALLACE W & PANSY B
PO BOX 88
NEW HILL NC 27562-0088
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649361536
TAYLOR, JAMES T
1405 POPLAR RIDGE RD
FUQUAY VARINA NC 27526-7784
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649353728
PENSCO TRUST CO CUSTODIAN
PO BOX 91237
RALEIGH NC 27675-1237
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649352626
ADAMS, JUDITH R
346 CANTERBURY PLACE DR
SUWANEE GA 30024-7497
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649353581
Properties to the South across New Hill Road
ARCHER, DONNA
ADDR1: 9 BOX ST
ADDR2: PULASKI NY 13142-4729
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649355320
LESLIE, HOWARD & IDA S
1225 NEW HILL RD
HOLLY SPRINGS NC 27540-9109
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649355178
LESLIE, NIGEL R LESLIE, SANDRA L
8012 MOURNING DOVE RD
RALEIGH NC 27615-3012
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649344892
LESLIE, HOWARD LEE
1221 NEW HILL RD
HOLLY SPRINGS NC 27540-9109
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649345789
KING, GARLAND
1213 NEW HILL RD
HOLLY SPRINGS NC 27540-9109
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649346776
NEW HILL PTNR LLC
2210 E MILLBROOK RD
RALEIGH NC 27604-1786
DESCRIPTION: INDIVIDUAL LOT
Wake County PIN # - 0649348702
NORRIS, MATTIE MAE
1201 NEW HILL RD
HOLLY SPRINGS NC 27540-9109
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649349636
MCCULLERS, BEATRICE A
PO BOX 159
HOLLY SPRINGS NC 27540-0159
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649440610 and 0649441504
MCCULLERS, SAMUEL J
1121NEW HILL RD
HOLLY SPRINGS NC 27540
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649441479
LESLIE-FLOYD, BRENDA
1117 NEW HILL RD
HOLLY SPRINGS NC 27540-9107
DESCRIPTION: INDIVIDUAL PROPERTY
Wake County PIN # - 0649442464
HOLLY SPRINGS TOWN OF
PO BOX 8
HOLLY SPRINGS NC 27540-0008
DESCRIPTION: INDIVIDUAL LOT
Wake County PIN # - 0649443440
NEW HILL GROUP LLC
2210 E MILLBROOK RD STE 115
RALEIGH NC 27604-1786
DESCRIPTION: INDIVIDUAL LOTS
Wake County PIN # - 0649445196 and 0649448136
ATTACHMENTS
1. PCN FORM September 2009 Revision
with Tables 18 Pages
2. NCDOT Memo with directions on
Design of Interchange 2 Pages
3. Town of Holly Springs - 5/19/08 Letter of Approval
of Master Plan with Stipulations 3 Pages
4. NCDWQ On Site Determination 10/29/07 5 Pages
5. ATC Wetlands and Stream Determination
July 6, 2007 Revised March 4, 2008 20 Pages
6. EEP Approval October 2008 and
Resubmittal September 9, 2009 5 Pages
1EEP Approval Oct 2009 added
11 X 17 DRAWINGS
1. Stream Impacts Analysis, Overall and
Proposed Layout 1 Page
2. Transportation Improvement Plans
by Stantec 6 Pages
3. Proposed Thoroughfare Cross Section 1 Page
4. Survey of Wetlands and Streams 5 Pages
24 X 36 DRAWINGS
1. New Hill Place Development Plan Phase 1
Drawings By John R. McAdams Co. 3 Sheets
ATTACHMENT
PCN FORM
September 2009 Revision with Tables
18 Pages
Q ?F WA7'cq
o -c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: Individual Permit or General Permit (GP) number :
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: New Hill Place
2b. County: Wake
2c. Nearest municipality / town: Holly Springs
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state
project no: NA
3. Owner Information
3a. Name(s) on Recorded Deed: Spring Investors LLC
3b. Deed Book and Page No. See Attached
3c. Responsible Party (for LLC if
applicable): Al Goodrich
3d. Street address: 1000 Darrington Drive Suite 1000
3e. City, state, zip: Cary, NC 27513
3f. Telephone no.: 919-462-0775
3g. Fax no.: 919-462-9406
3h. Email address: [e-mail]
Page I of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Benjamin V. Wilson, PE
5b. Business name
(if applicable): ATC Associates of North Carolina, PC
5c. Street address: 2725 East Millbrook Road Suite 121
5d. City, state, zip: Raleigh. NC 27604
5e. Telephone no.: 919-871-0999
5f. Fax no.: 919-871-0335
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Wake PIN# 0649671163 (See maps attached)
1b. Site coordinates (in decimal degrees): Latitude: 35.6649 Longitude: - 78.8494
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 227 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little Branch /Oak Creek/ Cape Fear River
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear
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:
Adjacent to 4 lanes of NC Hwy 55 with significant commercial and industrial use in the area. Rapidly growing residential
as well.
3b. List the total estimated acreage of all existing wetlands on the property:
0.939
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
5,117
3d. Explain the purpose of the proposed project:
To provide a transportation corridor for the Town of Holly Springs and DOT that is in accordance with the Transportation
Improvement Plan and to provide commercial and residential services to the citizens of the Holly Springs area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will have a major thoroughfare as well as a commercial shopping center and residential component. The
project will be graded with conventional grading equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: Information attached
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Ben Wilson/ATC
Name (if known): Jamie Shern Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps July 2008, NCDENR October 29, 2007
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
The roadway and site development will be built in stages.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T See attached ? Yes ? Corps
Table C-2 ? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments: See Attached Table C-2 for Impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T See Attached ? PER ? Corps
Table C-3 ? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments: See Attached Table C-3 for Impacts
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
TABLE C-2 WETLANDS IMPACTS
Wetland Type of Impact Type of Wetland Located within Distance to Area of
Impact Site (e.g. forested, marsh 100 Year Nearest Impact
Number herbaceous, bog, etc.) Floodplain Stream (acres)
(indicate on (yes/no) (linear feet)
map)
Perennial Stream and
1 Fill for ThoroughFare Forested Wetland No On Stream 0.054
2 Fill for ThoroughFare Intermittent Stream No On Stream 0.000
3 Fill for ThoroughFare Intermittent Stream No On Stream 0.000
Intermittent Stream and
4 Fill for Shopping Center Forested Wetland No On Stream 0.217
Intermittent Stream and
5 Fill for Shopping Center Roadway Forested Wetland No On Stream 0.026
Fill for Roadway in Residential
6 Development Intermittent Stream No On Stream 0.000
Intermittent Stream and
7 Fill for Shopping Center Forested Wetland No On Stream 0.306
8 Fill for Shopping Center Forested Wetland No On Stream 0.179
9 Fill for Shopping Center Forested Wetland No On Stream 0.020
10 Fill for Shopping Center Intermittent Stream No On Stream 0.000
11 Fill for Shopping Center Intermittent Stream No On Stream 0.000
12 Fill for ThoroughFare Intermittent Stream No On Stream 0.000
13 Fill for ThoroughFare Perennial Stream No On Stream 0.000
14 Fill for ThoroughFare Perennial Stream No On Stream 0.000
Total W etland Impact (acres) 0.802
Total Wetlands (Wetlands plus Stream bank to bank) = 0.997 Acres
Notes: * Acreage for stream is included in Table C-3.
** Wetland is connected to stream but no stream impacts
Page 5A New Hill Place Holly Springs, NC

TABLE C-3 STREAM IMPACTS
Stream Stream Type of Impact Perennial or Average Impact Area of
Impact Name Intermittent? Stream Width Length Impact
Number Before Impact (linear feet) (acres)
(indicate
on map)
1 N/A Fill for ThoroughFare P 3.0 410 0.028
2 N/A Fill for ThoroughFare 1 2.5 389 0.022
3 N/A Fill for ThoroughFare 1 2.5 426 0.024
4 N/A Fill for Shopping Center 1 1.5 393 0.014
5 N/A Fill for Shopping Center Roadway 1 1.0 87 0.002
6 N/A Fill for Shopping Center 1 1.0 89 0.002
7 N/A Fill for Shopping Center 1 0.5 74 0.001
8 N/A Fill for Shopping Center None 0.0 0 0.000
9 N/A Fill for Shopping Center None 0.0 0 0.000
10 N/A Fill for Shopping Center 1 1.0 253 0.006
11 N/A Fill for Shopping Center 1 0.5 84 0.001
12 N/A Fill for ThoroughFare 1 2.0 599 0.028
13 N/A Fill for ThoroughFare P 5.0 523 0.060
14 N/A Fill for ThoroughFare P 4.0 0 0.000
15 N/A Fill for Residential Road P 4.0 83 0.008
Total Stream Impact (by length and acreage) 3410 0.195
Notes: * Acreage for stream only. Wetlands acreage is included in Table C-2.
** Wetland is connected to stream but no stream impacts
Perennial Total 1016 (x2)
Intermittent Total 2394 (x1)
Total Mitigation 4426

Page 5B
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
Stormwater ponds will be
P1 constructed but will have no
impacts
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ® Other: Holly Springs
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary (T) impact required?
B1 ? P ? T NA ? Yes
? No
B2 ? P ? T ? Yes
? No
B3 ? P ? T ? Yes
? No
6h. Total buffer impacts
6i. Comments: NA
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached write up.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached write up.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
OMATCATC Associates of North Carolina, PC
2725 E. Millbrook Rd Suite 121 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
wilsonWcDatc-enviro.com
AVOIDANCE AND MINIMIZATION AND IMPACT JUSTIFICATION:
Holly Springs is a rapidly growing community in Wake County. The need for additional
retail space in Holly springs is driven by this rapid growth. This site was initially selected
for the accessibility to surrounding roadways both current and future. The owners
desired a development that would serve the needs of Holly Springs and surrounding
communities and yet have a minimal impact on the environment. The owners have
employed a professional design team who has utilized modern design techniques to
ensure a minimal impact on the environment throughout the building process and
maintenance upon completion.
Alternative sites were considered in the service area which consists of the NC 55
corridor in Holly Springs. The requirements for development were:
• Adequate access for a regional retail center to serve Holly Springs and
surrounding communities.
• A site where the required utilities are in place that precludes the need for
additional impacts for long utility connections.
• Access to the nearby 1-540 corridor which is just north of the adjacent closed
landfill site.
• To be large enough to accommodate the proposed scope of development.
• That could be improved to a marketable state to justify lot prices to keep the lot
sizes large.
• Improvements would justify a return on investment.
• Could be developed with minimal impact on the environment when compared to
other sites with comparable hydrogeologic characteristics.
Because of the wish of the Springs Investors to sell the property for a development
which would be the highest and best use at a fair market price and to create a
development that would keep environmental impacts to the property to a minimum the
development plan required the creation of lot sizes that would generate revenues to
make the land purchase viable.
After researching the area it was determined that no other sites met the aforementioned
criteria.
Page 7A
The site selected and property in the surrounding area is shown on Figure 1 below in
red along with the streams shown on the Wake County iMaps site. While many of the
"blue lines" shown below are not intermittent or perennial streams as defined by either
the NCDENR rules or the US Army Corp of Engineers guidelines and as noted by the
approved jurisdictional determination on the site they do indicate that all of the property
in the area have geology that is eroded and has ephemeral channels, as well as
intermittent and perennial streams.
WAKE
WAKE COUNTY AND THE CITY OF RALEIGH COlirci y
Af Cmsks and Hive rs
Interstat-s Highways
I/?? fY?d J4r H4dd5
V Stfx9{5
¦ Lakee
? Parcels
® Swift Creek Critical
Area
Security Screen
Figure 1: Alternative Sites Map
Page 7B
Cxyaigm 2008 Cin of Raleigh- 0ieks C-ty i =? -' ,Z ft
The town of Holly Springs is located on a fault line at the the edge of the contact point
between the Deep River Triassic Basin and the metamorphic rocks of the Carolina Slate
Belt as shown on the geologic map below (Figure 2).
Contact aeta,eeu different rcck 7pes (aot a fault;
Old Z911:1 lute there are cufrent; -: na active
N 17711115 .T. N.C .)
- Ldhcale-,, Viat one ude ofthe :aril mo'.ed iip [L}
and the o=her side :rcecea d3tru (D} (teamed
nohnha: or re erne faultl
-'aTvv,, mdicale the fanit m.-,, ed sidvxa? s
termed strilte-sup fault).
Dialaase dikes (see Lre c: far def mtioa)
2 -ALE 11 D5.003
K..iersh !erase. ': ren: r.Pes of m.et--u©p LC 1-]ud:ug th?
Notice tr1:.t darat f t Falls Lake. to the u t-1. and-L.,?:l e.er tc the 311th.
Ed! ok:
Figure 2: Wake County Geologic Map
Par c: the izier tzrraue. tae a11s teacoetle:;s i13
'a-k -niczi 1s the resisrant
rocl dJ that the l ll ar d 1m :, U ult on a* Hr t r c ate \fi 1 C utr; Park.
area cared on tl : ncc i cd;?. There i a snws•le cf the rock to the
Histcricl:tte , LEE County Pall, Slsitcr Center.
7?e Ri,: erlx:m '?a.~icu-, ?.Pe: a..edira-tx:-i lx cks.
Ca.ains--. to-Lane. V.- ??. o?:ue::mlcp__
: Lal:e V,--, tec2a!ae. : 7-.-p.- a_'n?.e.aure:Pc -k,
Page 7C
Because of this geologic location the area has a number of eroded drainage features
due to the easily erodible soil structure and the associated groundwater hydrology.
These features result in perched water and ephemeral flow immediately following
rainfall. As such the Wake County iMaps show a number of features that only flow
during rainfall events (See Figure 3 Below). Many of the "blue lines" shown below are
ephemeral channels and are not intermittent or perennial streams as defined by either
the NCDENR rules or the US Army Corp of Engineers guidelines as noted by the
approved jurisdictional determinations.
WAKE
WAKE COUNTY AND THE CITY QF RA.LEIGH C0LI?fY
d. cr',b 4r ,l'' Creeks and Riuers
' Int-tatesJHiyh-ys
Mapr R-d.
L^' Streets
¦ Lakes
Parcels
M Swift Creek Critical
Area
Water Supply
Watershed s
? Crrt Kcal Arm
M Nun CrRKal A?ca
Security S--
Figure 3: Wake County IMap Showing Ephemeral Streams
Page 7D
:cpyri0ht 2008. City cf R.Izigh, :`.ak?Co-. ===== - f-
For the development at first a smaller connection to NC 55 was initially planned.
However, the Town of Holly Springs and the NCDOT indicated that the location of the
parcel made it conducive to the extension of the Holly Springs Connector Parkway. The
majority of the impacts of the project are due to the extension of this roadway which
would have occurred at or near these locations whether regardless of the development
of the property.
Avoidance and minimization has been achieved by moving the Parkway as far south as
possible. This reduced the amount of streams impacted by the roadway project. The
impacts of the roadway have been reduced by using retaining walls where possible as
well as using buried culverts to facilitate pathways for aquatic life.
All of the commercial developments and access roadways were placed on high ground
where possible and were planned for areas of the site that minimized impacts to
jurisdictional streams either for NCDENR rated intermittent or perennial streams or Corp
of Engineers rated intermittent or perennial streams.
Water quality has been protected by using Best Management Practices as required by
the Town of Holly Springs in accordance with the 2007 NC DENR Best Management
Practices Manual which is the most recent version.
The development is also providing 30 feet buffers on both sides of the intermittent and
perennial streams in accordance with the Town of Holly Springs storm water rules. The
storm water BMPs will include ponds for nitrogen reduction and stormwater control in
accordance with the ordinances of the Town of Holly Springs which are similar to the
Neuse River Rules.
Page 7E
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: 4,426 linear feet
4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): None square feet
4e. Riparian wetland mitigation requested: 0.802 acres
4f. Non-riparian wetland mitigation requested: NA acres
4g. Coastal (tidal) wetland mitigation requested: NA acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ®No
Comments:
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? %
2b . Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
® Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Holly Springs
® Phase II
3b . Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a . Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b . Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a . Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b . Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation o f the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Discharge to Local POTW
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ? No
impacts?
E] Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NEPA Survey by Sitech
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NEPA Survey by Sitech
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Nepa Survey by Sitech
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA Flood Map NO 3720064900J Panel 0649

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 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
ATTACHMENT 2
NCDOT Memo with directions on
Design of Interchange
2 Pages
SPECIAL MEETING
RIGHT OF WAY DISPOSAL AND CONTROL OF ACCESS REVIEW COMMITTEE
MEETING MINUTES OF APRIL 24, 2008
Attending Committee Representatives:
Art McMillan
Tommy Cozart
Chris Haire
Mohammed Mahj oub
Jim Dunlop
Jennifer Fuller
Daniel Keel
Denise Amato
Mike Dawson
Attending Committee Guests:
Kevin Lacy
Karen Bowen
Jill Stark
Mike Hunter
Kyle Ward
Christa Greene
Troy Peoples
Highway Design Branch (Chairperson)
Project Services Unit
Roadway Design Unit
Roadway Design Unit
Congestion Management and Signing Unit
Project Development and Environmental Analysis
Operations
Right of Way Branch
FHWA
Traffic Engineering and Safety Systems Branch
Right of Way Branch
FHWA
W&W Partners Development
W&W Partners Development
Greene Transportation Solutions, PC
Stantec Consulting Services, Inc.
REQUEST FOR CONTROL OF ACCESS REVISIONS
W&W Partners Development - Wake County
Request from Mr. Troy Peoples with Stantec Consulting Services, Inc. on
behalf of W&W Partners Development for three breaks in the existing control
of access along NC 55 Bypass near New Hill Road in Holly Springs.
State Project 8.1402601, R/W
F. A. Project STP-55(2), R/W
Denied - The committee recommended denying the original request for three
breaks in the existing control of access, which includes four superstreet
intersection designs, along the new Holly Springs Bypass (NC 55) due to the
following:
• to maintain the integrity of the new Holly Springs Bypass (NC 55)
• The new Holly Springs Bypass (NC 55) is classified as an expressway
with limited control of access with no driveways.
• With only superstreet designs, there are concerns with east/west
connectivity in the town of Holly Springs.
Approved - The committee recommended approval for modifications to the
original request subject to the following:
• A square loop interchange design must be constructed at approximate
centerline Station 56+41.06-L-Rev.
• right-in/right-out access only at approximate centerline Station
50+52.35-L-Rev.
• A superstreet intersection design must be constructed at New Hill Road
and West Holly Springs Road.
• A superstreet intersection design must be constructed at Green Oaks
Parkway and West Bailentine Street.
• Enhancement fees shall be associated with this approval. However,
consideration may be given to the developer to offset the additional
interchange construction costs.
Next Meeting: Tuesday, May 13, 2008 at 9:00 A.M.
Highway Design Branch Conference Room
Century Center, Entrance A--1, Room 183
Art McMillan, PE
State Highway Design Engineer
AM/tct
Distribution:
Dan DeVane
Bill Rosser, PE
Debbie Barbour, PE
Jon Nance, PE
Art McMillan, PE
Doug Allison
Kevin Lacy, PE, CPM
Jim Dunlop, PE
Jay Bennett, PE
Tommy Cozart, PE
Eric Midkiff, PE
Daniel Keel, PE
Chris Haire, PE
Mohammed Mahjoub
Thomas Terry
Neal Strickland
Denise Amato
Clarence Coleman, PE
Ron Lucas, PE
Mike Dawson
Wally Bowman, PE
ATTACHMENT 3
Town of Holly Springs -
5/19/08 Letter of Approval of Master Plan with Stipulations
3 Pages
05/20/2008 08:26
.1 W.,
?A7e .?r
_ G
2 u I. 1
L° n] ,.
Nil
THE TOWN OF
dolly
Springs
P.O. Box 8
ID S. Main Street
Molly Sprinp, N.C. 27540
www.hollysptingsnc.ua
(9) 9)$52-6221
Fax: [phone]
Mayor's office, Pax:
(919),552-0654
9195572067
May 19, 2008
Al Goodrich
1000 Darrington Drive
Suite 105
Cary, NC 27513
Dear Mr. Goodrich.,
HS PLANNING & ZONING
PAGE 01
At your request regarding approval information for Town of Holly Springs Project
#08-MAS-01 New Dill Place, please be advised of the following as of the date
hereof:
Town Council approved Preliminary Plan #08-MAS-01 for New Hill. Place Schematic Master
Plan on. May 6, 2008 as submitted by John R. McAdams, Project Number KRG-08000, date
revised 4/22/2008 with the following conditions:
1. A detailed preliminary plan must be reviewed and approved by Staff prior to the first
development plan submittal for each phase.
2. The following items are to be included with the first non-residential development plan
submittal:
a. The location and design of the open space required per UDO § 3.08,B.,7.
b. Master Plan amendment that includes the following-
i. Detailed architectural and site design guidelines for the development.
ii. Master. Sign Plan and sign waiver (waiver is optiona.l)-
3. All new traffic signals are required to be Decorative Monocurve Mast Arm signals for
this project.
4. Green Oaks Parkway plans are complete and bids have been opened therefore will not be
revised to reflect the superstreet intersection at this intersection at this time. If NCDOT
requires such changes in the future, all cost associated with such a change must be paid
by the developer.
5. A fee-in-lieu of upgrade will be required for this project for the downstream oversized
Twelve Oaks Pump Station, Force Main and OutfalI.
6. Reimbursement of the cost of gravity sewer line upsizing through Forest Springs will be
required for this project as memorialized in a letter from the developer.
7. This project and all related development plans will be required to meet the new Town of
Holly Springs Post Construction Stormwater Ordinance.
8. if the downstream offsite sewer lines are not constructed, at the time of first construction
drawing approval associated with this plan, the construction of those lines will be the
responsibility of the developer with this project
9. The following items are required with each development plan associated with this Master
Plan:
a. An Industrial Sewer Permit Short Corm
b. A Grease Trap Form
c. Update the draft flood study update for the downstream Forest Springs Flood Study
and demonstrate that the development of each internal site will not raise established
flood levels.
d. The site plan most show that no building area is located within a BMP easement.
Depnrtmeint a./'Planning & Zoning
[phone] • [phone] fav
HVIonning3a hoilysprinasne.us• www,hoilyspring.9nc.ua
05/20/2008 08:26 9195572067 HS PLANNING & ZONING PAGE 02
1.0. The following items are required with the first development plan or construction drawing
associated with this Master Plan.
a. A detailed engineer's sealed hydraulic waterline system analysis documenting fire
flow in accordance with Town Standards is required for this project. Additional
waterline connections may be .required upon approval of the report by the 'town. Any
revisions to waterlines shown on this plan will require an amendment to be submitted
by the developer for review and approval.
11. The following items are required with the first construction drawing submittal associated
with this Master Plan:
a. This project is located in an area that is subject to the Town's policy on flood studies.
It is located in a basin where the Town has an approved flood study (Forest Springs)
that will need to be updated to reflect this project and will need to demonstrate that
development of the site will not raise established flood levels. Retention or detention
may be required to accomplish this.
b. NCDWQ Stream determination
c. Provide a draft PCN (for the site) with all supporting documentation including but
not limited to buffer determinations, written concurrence of the location of
jurisdictional features fxom the applicable agencies and impacts to jurisdictional
features.
12. The following items are required prior to the 0 construction drawing approval of any
development plan or preliminary plan, for this project.
a. All off site sewer easements for the whole project must be recorded.
b. All environmental permits for the entire project will be required.
c. Offsite .right-of-way dedication, will be required to be recorded for required
transportation improvement for the whole project.
13. The following items are required prior to the construction drawing approval for each
phase:
a. An Environmental Development Permit will be required
b. This project will be required to meet the Town's new TN requirements for
stormwater and pay a stormwater fee-in-lieu for any TN reduction requirements not met
on the site. The Final Stormwater Management Plan must be approved and stormwater
fee-in-lieu paid.
14. The following items have not yet been fully addressed due to difficulty of resolving
transportation related issues with NCDOT. The developer has been working with
NCDOT for over a year to resolve some of the issues, however they are not resolved as
of this date of staff report preparation. Therefore, condition of plan approval for this plan
is that the transportation improvement plan for this project must be completed, including
information below and go before the Town Council at a later date for approval.
a. The Transportation improvement Plan will need to be updated to include the
following information.
i. Update this plan sheet with approved TiA recommendations -
include lane dimensions and. storage lengths for each intersection.
The following items still need to be addressed related to this report:
1. Documentation provided to the Town of Holly Springs of
NCDOT's approval of the TIA.
2. Note that the Town's approval of the TiA and any associated
required improvements will be subject to change to be
consistent with NCDOT's approval
3. Confirm with NCDOT if any additional right-of-way width
will be needed for GB Alford Highway in excess of what is
currently provided.
Department ofPlaninang & Zoning
[phone] - (919) :s97-2067 fax
[e-mail]- www.hrA1yspringsnaus
05/20/2008 08:26 9195572067 HS PLANNING & ZONING PAGE 03
4. Update the TIA to analyze beyond the build out of the
project (to a projected date of 2025) for Holly Springs and
New Hill Road intersections with OB Alford.
5. The access points shown on the TIA do not match the
Master Plan. The TIA will need to be revised to match the
Master Plan if that is what is to be built including right-
in/right-out intersections.
ii. Driveway locations are not being approved with this plan. The
driveway locations will need to be included on the revised
Transportation Improvement Plan and brought back to the Town
Council for approval.
b. The Town Council has approved the concept of superstreets at the retreat in February
with the requirement that the developer conduct a public information meeting. This
meeting must occur prior to the Town Council meeting. Tt has been scheduled for May
is`
c. All NCDOT approvals including driveway access, superstreets, control of access
break, TIA,, etc.
d. A ROW/access break must be secured from NCDOT ROW access committee for the.
extension of the thoroughfare cast of GB Alford Highway. This should be approved to
a level that requires no further work or money from the Town to achieve. This should
be reflected on the Transportation Improvements Plan,
e. Provide documentation from NCDOT as to who will maintain the new thoroughfare
and collector road (include a map), including maintenance of signals.
You should receive the official Action Notice via Certified Mail in the next couple of
weeks. If you need any further information, please do not hesitate to contact me at
[phone].
Very truly yours,
TOWN OF HOLLY SPRINGS
/AgYc?-- --
Mark Zawadski
Planner I
Department of Pisnning & Zoning
[phone] • [phone] fax
HSPlnnniny@hollyspringsnause www.hollysprin0snum
ATTACHMENT 4
NCDWQ On Site Determination 10/29/07
5 Pages
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ATY_'As siwiatts o 1`Nwili (=m--Ama. PC
Alm- 8tri Wilson
727 L. ly1111bli-117A R0,1d. -S1Lite 121
K.alelell- NC. 1.7604
BASlN /
tr.u ltl tr ?
115A NC AC ?1
Michael F- Easlov, Governor
VdiUi:?rp C, Hu,.: a Jr-, SGCret-0y'
Alori:i Gainlina Depa4iment Df Erwironlnla3nt a11. hAatu,al Resources
Colrjef1 SuiLm-, Director
Divlsio? of kh aler Quality
NOTE: This is Cape Fear River Basin
Tar-Pai-nhi :l
RECEIVED
OCT 31 7007
ATC, kLEJ GH, IBC
NI31tR0; 011-Z-5 1
W t: CoulllY
115A '.SCAC 313 -0259)
Comp iint NOV Buffer L1cten-nination X
Incident. tl Appeal Call
NaJJect Name. 145 Acre Old Apex Holly 5pEi: gs Road Site
T.,?catioji!-3ir-ecrion : bmvecn SlL 1152 jmd NQ Jj In JUAN SVj'iriLs
Subject 5trwam: UT to Little Bran:
Milt of Determinal;tit)nt 10/10/07
Feature(s) 'Not
Subj ec t Subjccf Start t%': Stop@ Strearii Form Soil LlI k:
lets- USGS
Z'?? inn
A X Throughout X X
AA l AM X

AAAA X? Flag, AAAAI X
AA A_A_A ?C
R X Fjop Bl
BB X X
C "k-o u !10th I ?t
-
D X
Fxplanation_ The ftiaturCls} listed abovc 11n5 01. have l)een lti„eat:aj c,11 the Soil SIL11TV of W3kc C Cunt+, North
C-'arolma or tht most scent copy of th USGS Topograph- map at a l 4-d,10{l s•:` ilc- leach l ?lturt th-At is djeckM
"Nett SUb ect" has b cn determined not to be a sirearn or i! nol pi'CSi:Llt ern iht. l7r0pcr[Y- Fcatul'cs tll.it art checked
"Sul7jtift±-° ]7avt }xtt.n loc.itcai o1i the. j~rr3p?rt?.-..rail pt???:es thu.:?? ttri?tii?s ihtlt claLtLli1'y 1[ tia b?. ?i stCCCi?tl• 1'li?r4° tl]rrv ?t
01IRl- `_.trtarrla toCJtt1i UYL YOUr pri}pLFL,v tllalt do not ?liuty up un tht mums vAererecvd above.. kith. Still may 11V
coiisjdcrcd jurisdictional ac cwdm- to Uiv l_:I+ Arm Cups u1" Liwjl C [ :Wd.`or to the Dlv-isiuit of Warer Quolit '.
I'liis Ull- it rJ te9'rli:iti:7tioli It:lll ?liriy f `t I ) ?etMa'S 1'ri?t>I>I flit iM;tti [?l tlll5 ]flit 1'. I..-andowner,; rlr affected
parties dial disptNt ' a ck(ert ination made by 11ic DWQ or DelepatM Local Authcxrily that a surface wati.r
exists and dull it is subject to the buffer rtik? may reque:it a determination by the Dii-ector. A rucluest I'm- :l ?i;'..li(
t!c°ti M`t>tif Gaiit7tt by t11C` 011-ecto?` Shall 1]€' referrk€.d trr the Director ill writing cio ( 111th Ii:La i,13 MN t p } r7alfld??r?l?f/
N-:-r111 C arsa:ilia [ i iuiu-+ of Water Quality R{ ilc:igh Regional Gfli.-,r 41irfacc- VFarer Prs1'ti1ian
1nterii!et 1621 N1mI Sci ice C"c^rlr 101i-'h, td(`270)9462S
11trme i.1) I i>) i}L-41 U CLI Lurllt- ', tiO Vi-X
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Am Equal Lppcrtuni y •tfirnr?h?e, Lion lalpayer- K%:Recycled10%Po3tCansurrierPaper
145 Acre Old Apex HolIy Springs Read Site
V%Iake County
101241,'07
Page 2 of 2
NVetlands,401 tlnit. 2:321 Cnabtr•ee 131vd.. Raleigh, NC -17t 04-22b(]. Indiw'itluaIs (11.11 dispute 'I diem-111i aIIIjon
by the 17WQ or Delegated Laval Authority that "exmilits" a surface N%aier from the Wfl'er rule may ask for
au ad judicatnr)' hearing. You must act i ilhin 60 dad's of the date th;'il x'ou receive this letter. A1)Pl cants are
hereby notified that the 60-d.q statutorw al)pe.il throw does not start until the affected 1a im. (imuludin),
dorwnstream and adjaeeni landowners) is nrptilied of lhis decision. Tl'?'V' recomn ands 111at the applk' hilt
condurl this notification in order to be certain that tltit'd party appeals are made in a. tin}t:ly II nanci% To 1sk
fora hearing, send a written petition. ti+ hicli conforms to C_'1a niter 1501s of the North C a l-oblia G(Ineral
Stalirtes to the Office of Administrative Hearin¢s. 6714 M ail Sew-vice Center. Raleigh. NX. 27t>9')-67]4- '1lrois
deter niiuation is final and binding, unk-ss you nsk trot, a heat-ing within 00 days.
Flit: (oww'nuJipture 43ww ri rw) should noiif} (lie DiVISIoll oi' W titer Qualily (i icluding any other Local, Ind
Fcclural. Agencies) i,f this decision e+?Incea'nin an}' future er rresponrieuets rt^R'11-dirlg tile. silbject prol)erty
(stnied ahnvu). This projeel. ina' %. require :I Seeliva 404..1491 Pct, It fm,flIL liripposud. acii+rh . Any inilnil°ies
should be directed to flick Division of Wateir Quality (C'entral oflict) .It 19 I-733-1786. and I lie 11S Army
Corp of Lagi ievi's (Raleigh Regulatory Field. Office) at (919)-876-5441.
Respect1i1ly,
Lauren C. Wit1i mpooli i'
Environmental.Settior Sp-cialist
CC: ??'rtlanilsf Srimi?w'at?r Bratich.. 2321 Crabtree Blvd, Suite 250, R?]eicy , NC. 27604
1tP0SW1-' File Copy
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ATTACHMENT 5
ATC Wetlands and Stream Determination
July 6, 2007 Revised March 4, 2008
20 Pages
(MATCATC Associates of North Carolina, PC
2725 E. Millbrook Rd Suite 121 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
www.atcassociates.com
July 6, 2007
Revised March 4, 2008
Mr. Al Goodrich
W & W Partners
4000 Darrington Drive
Suite 105
Cary, NC 27513
919-462-0775 Fax [phone]
agoodrich(a)-wardson. com
Reference: Final Wetlands and Stream Determination
Proposed Residential and Commercial Development
Oak Creek/Haw-Cape Fear River Basin
Town of Holly Springs
Wake County, North Carolina
ATC Project # 45.27923.0007
Dear Mr. Goodrich:
As authorized, Mr. Benjamin V. Wilson, P.E. of ATC Associates visited the site
observed the site and the low lying areas. A determination was made of the wetlands in
accordance with the Corps of Engineers (COE) 1986 method. A determination was
made of the streams using the North Carolina Division of Water Quality (NCDWQ)
stream determination form method.
The site is located in the Little Creek watershed in the Haw/Cape Fear River Basin and
is not subject to any of North Carolina's stream buffer rules. However, the Town of Holly
Springs has a buffer rule which requires a 30 feet buffer on each side of the stream.
The site is shown as having streams on both the Wake County Soil Survey and the
USGS map (see attached maps).
Based on the site investigation there are some wetlands areas on site primarily adjacent
to the stream locations and in some areas the only wetland areas will be the stream
bank to bank. Because the Town of Holly Springs has a buffer rule which requires a 30
feet buffer on each side of the stream all of the wetlands will be contained within the
buffer. See Attached maps for illustration.
Based on the preliminary site layout and meetings with you we anticipate the design for the
site has employed minimization and avoidance have been employed to limit wetlands
impacts to less than 1/2 acre and stream impacts to less than 300 linear feet at the
Wetlands Determination - Holly Springs Site
Oak Creek/Haw - Cape Fear River Basin - Holly Springs, Wake County, NC
July 6, 2007 - Revised March 4, 2008- Page 2
property. Maps with locations of the wetlands and streams based on the site assessment
for the proposed project are enclosed with this letter.
Based on the proposed development there are two separate projects proposed for the site.
The first is a thoroughfare required by the Town of Holly Springs for the site. The second is
a multi use development that will include retail and residential projects.
We understand from conversations with the Corp of Engineers that because the acreage of
impact to wetlands will likely be less than 1/2 acre and stream impacts will be less than 300
feet for both the roadway project and the development project the projects could be
permitted by submitting two separate preconstruction notifications under NWP 39.
Because the USGS map and the Wake County Soil Survey maps show streams on the site
a field visit was performed by Lauren Witherspoon of the NCDENR. Her stream and buffer
determination is attached.
The site has been surveyed for sign off by the USACOE. Once the delineation is finalized
by the USACOE this will be signed off. ATC is also submitting a draft permit for both the
thoroughfare project and the development project for the Corp of Engineers comment prior
to actual submission.
Please contact Ben Wilson at [phone] or [phone] if you have any
questions or if we can be of further service.
Respectfully,
ATC ASSOCIATES OF NORTH CAROLINA, PC
Attachments: Delineation Maps and Determination Forms and Photos
Surveyed Delineation
Agent Authorization Form
Benjamin V. Wilson, P. E.
Principal Engineer
wi Ison45(a)-atcassociates. com
I
SIT
SITE '
SOURCE: Google
N Er", e6
SITE LOCATION
ATC PROJECT NO.
Preliminary Wetlands and Stream Determination 45.27923.0007
145 Acre Site SCALE: NOTED
Holly Springs, North Carolina

i
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SITE
SOURCE: Wake County GIS
NORTH
SITE IDENTIFICATION INFO
Preliminary Wetlands and Stream Determination
145 Acre Site
Holly Springs, North Carolina
ATC PROJECT NO.
45.27923.0007
SCALE: NOTED
SHOWN IN RED WETLANDS IN BLUE
SOURCE: Wake County GIS
APPROXIMATE STREAM
LOCATIONS ATC PROJECT NO.
45.27923.0007
Preliminary Wetlands and Stream Determination SCALE: NOTED
145 Acre Site
Holly Springs, North Carolina
SITE BOUNDARIES AND
APPROXIMATE STREAM LOCATIONS NORTH
SITE
USGS Topo Map
SOURCE: Topozone
USGS Topo Map
Preliminary Wetlands and Stream Determination
145 Acre Site
Holly Springs, North Carolina
ATC PROJECT NO.
45.27923.0007
SCALE: NOTED
t-
r
- Pay
ti

lAgl;t

WAKE COUNTY SOILS MAP
SHOWING STREAMS
SOURCE: SCS
APPROXIMATE WETLANDS
LOCATIONS
Preliminary Wetlands and Stream Determination
145 Acre Site
Holly Springs, North Carolina
ATC PROJECT NO.
45.27923.0007
SCALE: NOTED
NORTH
=1?? ,+
NAB
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
'5--0:5-7,6 6, It'l
7 ' fir, r, T+
Project J Site 71'LC L 'l y. r ? f Date: ./,tIr J' -" f
Ai-ca ? J Owner County:
Investigator: sue} ! 4 __ State, •V

Do normal circumstances exist cm the site Yes
Is the site significantly disturbed {Atypical situation)? Yee
Is the area a potential problem area.? yes No
? Na ?
No?' _ Community ID:
Transect 10:
Plot ID,-/44
(explain on reverse of needed)
VEGETATION
DornInantP lant. Saecies Stratum Inddcatar DuminantPlantSP,%lo tarn Indbcator

w {r'
z`
f.' 'G-#1erFr, Y
-
10.
.
j y j
J
?y
4.S l" lr,X o?T 12.-
5. ^k A r tF rkr,.-:NwL r c - 13.

8. -F,0TA t-
Percent of Dominant Species that are 08L, FAC'W, or FAC excluding FAC-).
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species aretare not
Classified as PAC-QBL in the NatiGnal List of Plant Species that Occur in Wetlands. Sample plat was
taken..-
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators:
i Aerial Photographs Inundated
Other x-' Saturated in Upper 12"
Water Marks
No Recorded Data Available Drift Lines
Sediment Deposits
Field Obrsetvatrons:
Drainage Patterns in Wetlands
Secondary Indicators:
Depth of Surface Water: Oxidized Roots Channels in Upper 12
_ Water-Stained Leaves
Depth to Free Water in Pit. Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks: -
ATC Associates of North Carolina, P

SAILS
Map Unit Name
(Series and Phasel Drainage Class: -
Taxonomy (Subgroup): Confirm Mapped Type? Yes 'No
Profile DoscAption,
Depth matrfx Colors MOLUe calors mattre Texlure, Conerelitrns,
finches} Horizon Munsell M01 5tl (Mun5o[l Isis AfsudidancelContrast Structure, etr-.
?r Y ft?Cr -"..A"t (V-- (--k

12
i
Hydric Soil Indicators:
_ Fllstosol _ ConcTutions.
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Sails
Aglric Moisture Regirne Listed On Local Hydric Soils List
. Reducing Conditions Misted on (National Hydric Soils List
Gieyed or Lora-Chroma Colors Other (Explain in RernRrks)
Remarks:
WETLAND DETERMINATION
Hydrophy is Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks: Location
198 Army Cafps of Er.(
ant classiple- as a w
DelincatiDn Manual_
tAj
Is the Sampling Point
'
Within a Wetland? Yes: No
f?
upon the criteria set forth irx the
A A
C"WICATC Associates of North Carolina, PC
NO=
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 DOE Wetlands Determination Manual)
''-5 9 •9 11--3 -7 ?J
-7; ' I,c?
Project I Site: 44y5c t `'z
Applicant f caner. ,lr
Investigator: Date: -)A-&J A
c:runty: f' #6?
State=.v `I-_

Do normal circumstances exr`st on the Site? gyres No- Community ID._
Is the site significantly disturbed (Atypical situation)? Yes No
Is the area a potential problem area? Yes No_ Transect ID:
Plot 1D:_ ,
(explain on reverse if needed)
VEGETATION
gninant Plant Species Stratum Indir-atdr Dominant Plant cies St.r? Indicator

ee'???-ct* r 10.-
T
-
11.
4. ?cc] ? ??a S 7 ,?. 12.
. t + 13.
6._?4 r tJ 4.44 Celt FAL' 14.
7. 15.
g, %
Percent of Dominant Species that are 013L, FACW, or FAG excluding FAD-). _?0 `7,? 1
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of tl?e Plant Species arelare not
Classified as FAC-013L in the National List of Plant Species that Occur in Wetlands. Sample plot was
taken---
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Labe, or Tide Garage Primary Indicators:
Aerial Photographs Intcndated
Other Saturated in Upper 12"
i Water Marks
No Recorded Data Available Drift LJnes
Sediment Deposits
Field observations: [3ralnage Patterns in Wetlands
xr
Depth of Surface Water, (in.) Secondary Indicators:
Oxidized Roots C hannel:s in Upper 12
Water-Stained Leaves
Depth to Free Water in Pit: din.) Local Soil Survey Data
, r
[depth to Saturated Soil: 7 (in.) FAC-Neutral Test
DtJer (E=xplain Jn Remarks)
Remarks:
? ' AT+C Associates of North Carolina, PC
OATC
SOILS

Map Unit Name
(Series and Phase}.. 4?-t,
Drainage Class:
Taxonomy (Subgroup}: Confirm Mapped Type? Yes No ,-
Profile Beset€rsry
Depth Matrix COpm Mottle Crilors Mottle Texture. Concretion-5,
f -inches) Horizon IMunsell Moist) (Munsell Moist) Alsundpnr Contrast Structure, etc.

L4 12-A -4160-yL -!A'- L

Hydric Soil Indicators:
_ Histosol Concretions
iHistic Rpipedon High Organic Content in Surface Layer in Sandy Sails
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils Ust
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hy.drophy'tie Vegetation Present? Yes No __ Is the Sampling Point
Wetland Hydrology Present? Yes No X:,: Within a Wetland? Yes_ Nol,'
Hydric Soils Present's Yes No -K I
Remarks: Location (describe) ls?ks 2t iassirled as a w0 land based upon the criteria set forth in the
1987 Army Corp of Engineers Wetlands Delineation Manual.

(NATCATC Associates of forth Carolina, P
INVATC 3 ca??
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE'Wetlands Determination Manual)
°-q. ?-CT"
Project I Site:. __?t ??°'? "a _f Date: _ A„r I r :a
r '
Applicant I Owner: i,,j r '?, County: r
Investigator: _ - _ = l J° 1 - l _ - - - - - - _ _ -- State:- _ t--' C , s
Do normal circumstances exist on the site? Yes_ No__ _ Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No Transect lD,
Is the area a potential problem, area? Yes _ ,_.. No - Plat ID:,A_A
(explain on reverse if needed)
VEGETATION
Dominant Plant Snecios Stratum Indicator Dominant Plant Species Stratum Indicator

2. 10.
3. 11.,_ -
4. 12.
5,
- 13.

r - - 14.
1
_
7 Is.
---
$. 16.
Percent of Dominant Species that are 08L, FACW, or FAO excluding FAC ).
Remarks: Wetland V'egetabon Present Sassed Upon Greater than 50% of the Plant Species arefare not
Classified as FAC-013L in the National List of Plant Species that Geer in Wetlands- Sample plat was
talon
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
i Stream, Lake, or Tide Gauge Primary Indicators:
i_ AeriaT Photographs ? Inundated
Other Saturated in Upper 12"
'. Water Marks
' No Recorded Data Available ? Drift Lines
_ Sediment Deposits
1 ioId Observations:
- Drainage Patterns in Wetlands
If
Depth of Surface Water: ?L j4 (in.) Secondary Indicators
Oxidized Routs Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: { nj Local Soil Survey Data

? FAC-Neutral Test
Depth to Saturated Soil:
? (in.) _ Other (Explain in Remarks)
Remarks:
lTNvArm ..r. __., ?..? ..?. ^f K[e%rt`h f'-3rnlinn Pr'
OTATC
SOIL,
Map Unit Name
Series and Phase :_ J -Drainage Class:
Taxonomy ? ubgroupj: Confirm Mapped Type? Yes No-
?rotife Descsiation_
Depth Matrix Colors hAnttle Colors IAoah - Texture, Gorrcretl?rags,
linchL-51 Horizon Munscfl Moist) IMunsell Moist) Abun€fancelContrast Structure, eta.

7-1 r q /

Hydric Soil Indicators:
Hista of Concretions
Histle Epipedon ? . High Organic Content in Surface Layer in Sandy Sails
Sulfide Odor Organic Streaking in Sandy Sails
Aquic Moisture Regime Listed On Local Hydric Sails List
Deducing Conditions 7 Listed on National Hydric Soils List
Cloyed or Low-Chrorna Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophyt'rc Vegetation Present? Yes No Is the Sampling Faint
Wetland Hydrology Present? Yes No Within a Wetland? Yes No
kfydric Sails Present? Yes No
Remarks- Location (+deserib "not classified as a wetland based upon the criteria set forth in the
1987 Army Corps of Engineers Wetlands Delineation Manual.

T ATC Associates of North Carolina, PC
(VATIC
DATA FORM
D DHTIhIE E71KITI 1r19=Tr_0IIAI11Q,hTirtki

(1987 COE Wetlands Determination Manual) °' l x-'v I I
Project f ite: JL., Date:
Applicant I Owner: U.) s -1 Ly',C?' j {county. L'1 '.
Inv'u tigator: _ State: _ r•, '
Do normal circumstances exist on the site? Yes- _ 140 Community ID:._
Is the site significantly disturbed (Atypical situation)? Yes ua X Transect ID:
Is the area a potential problern area? yes Na ? Mot Ib:
(explain on reverse if needed) VEGETATION

Dominant Plant $l Stratum lndi cater Dominant Plant Species tmtum indicator
1.
`_" -m"'e" -TL 9. --
..
Li?-c 11.
4. VVnk-L?% 12.
if. e0lyt q_- 13.__
6. 14.
7. 15.
8.
a
16.
Percent of Dominant Species that are 08L, FACW, or FA C excluding w-},
Remarks: 2{land Vegetation Present: Based Upon Greater Man 507 , % of the Plant Species arelare not
I rs itiF?t f3s Flt '. C) L- in tree Nationai List o, Plana Spc c:s thnt C n-mir in U° eVards. Sample plotwas
taken.
HYDROLOGY
i Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators.
Aerial Photographs Inundated
Other -Saturated in Upper 12,.
_ _ Water Marks
No Recorded Data Available _ Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands

'
r
Secondary In
'dater:
Depth of Surface
ed Roots
Oxidized z?#
Channels in Upper i2ae
_ Water-Stained Leavers
Depth to Free Water in Pit: fin.) Local Sail Surrey Data

D
th t
Sat
ated Soil: (i _ I AC-Ncutral Test
lain in Remarks)
Other (Ex
ep
o
ur
n.) p
Remarks:
`- ATC Associates of Borth Carolina, P

OILS
Map Unit Name
(Series and Phase): ,., `r 1, 'A,
Drainage Class:
Taxonomy (Sutra-group): Confirm Mapped Type? Yes No_7
ProtiIL Description_
Depth Matrix Colors Mottle Colors MotEle Texture, Concretions,
linGhesl Horizon I'MunselI Moist) ?Munsel! M (3ist) .? Al?u!JA ni: fCtsntra?t SEMrWre, c?tc,

Hydric Soil Indicators:
Histos+ol Concrcti(]ns
Histic Epipoden High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
_ Reducing Conditions - -Listed on National Hydric Soils List
Glpyed or Low-Chro na Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point
Wetland Hydrology Present? Yes No ? Within a Wetiand? Yes N
Hydric Soils Present? Yes No
Remarks: Location {describe) isft riot _ lassified as a wetland fused upon 'he rmteria set forth irl the
1987 Army Corps of E-ngineers Wetlands Delineation Manuel.
0-T 0?67( kra
(VATCATC Associates of North Carolina, PC
CVATC 15 a (?D
DATA FORM, I
ROUTINE WETLAND DETERMINATION r%J
(1987 COE Wetlands Determination Manual) +750 570 - 1
Project I Site: Date: _J 4 0
Applicant J Owner: r'J RAY iqv. ; _ County:
Investigator.,

Do normal circumstances exist on the site? Yes_ i'. No Community 1D:
Is the site significantly disturbed (Atypical situation)? Yes _ No ?
is the area a potential problem arena? Yes NO Transect ID:
Plot 1D:
(explain can reverse if needed)
I
VEGETATION
00MI[nant Plant species _ Straturn Indir-otor ?vmiarant.Plant Se l??-- '?#Lrat4i?n- lgd14a or
1- kp9 44 [ FA<-" 9.
2. Lh"_ Kt_'et- -T
?
D.
? _:EC, rI -T-
IIt
4.
?L,,,f? 12.- ?- -
5- M 40 71Y ?41 -PIgn-i 13.
G. 14.
!
7. _ 1sa.
8. 116.
Percent of Dominant Species that are 081_, FACW, or FAC excluding FAC-)
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species arelare not
Classified as FA -013L in the National List of Plant Species that t=7ccur in Wetlands, Sample plat was
taken---
HYDROLOGY
- Recorded Data (Describe In Remarks): Wetiand Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators-
Aerial Photographs inundated
Other =_&turated in Upper 12"
_ Water Marks
No Recorded Data Available - Drift Lines
- Sediment Deposits
Field Observations:
Drainage Patterns in Wetlands

Depth of Surface Water: Secondary Indicators:
Oxidized Roasts Channeis in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: Local Sail Survey Data
FAC-Nautra'l Test
Depth to Saturated Soil: Other (Explain in Rernarksl
- -
remarks:
AT Associates of North Carolina, PAC
NATC
SOILS
Map Unit Name
(Series and Phase): ,- IJ*+? 1,AA_"A Drainage Class:
Taxonomy (Subgrouft
No
Confirm Mapped Type? Yes.
P.rrsfi9e
desc?llcr?
v
Depth Matrix Colors mottle culg Mottle Ttwura,. Concretions,
linchosf Horizon lmun5ell IN+0Is.11 _ (Munsell Moist) AbundancelContrast Stn3cture etc"
- I R
Z45 'Irl-

Hydric Soil Indicators:
Histosal Concretions
® Histic Epipedon Nigh Organic Content in Surface Layer in Sandy Sails
SuItidic OdDT Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed Orn Local Hydrie Sails List
Reducing Conditions -.Listed on National Hydric Soils List
Cleyed or Low-CIYrorna Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytie Vegetation Present? Yes No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes- No
Hydric Soils "resent? Yes No ,
Remarks: Location (describe} i' -_ "ot bassif:cd as a wetland based upon the criteria set forth in the
1987 Army Corps of Engineers wetlands, be-lineation Manual.
NATCATC Associates of North Carolina, P
Proposed Development
Holly Springs, North Carolina
Photos from December 2006 and January and September 2007
it, 40,
M..,(7
,__
?? #° ?j} t Spy i!. /? PI?R•?T I
ij _-4
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Photo 1: Creek at Data Point AAA9 Dec 06
4 f .
6
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Ai,
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Photo 4: Creek at Data Point AAA9 Dec 06
Project No. 45. 45.75923.0007 1
ATC Associates Inc.
Photo 3: Creek at Data Point AAA9 Dec 06
Photo 2: Culvert under farm road at center of site. Dec06
Photo 5: Creek at Data Point
Photo 6: Wooded upland area in center of site.
Proposed Development
Holly Springs, North Carolina
Photos from December 2006 and January and September 2007

1
q? X I
R
• ? J 4
Photo 8: Creek at Data Point C2 Jan 07
;7
¦
Photo 10: Creek at Data Point C2 Jan 07
fr?wlm .
?'t • .r.4 ? .?dM
Photo 11: Creek at Data Point AA11 Sep 07
Project No. 45. 45.75923.0007 2 ATC Associates Inc.
Photo 9: Creek at Data Point C2 Jan 07
Photo 12: Creek at Data Point AA11 Sep 07
Photo 7: Creek at Data Point C2 Jan 07
Proposed Development
Holly Springs, North Carolina
Photos from December 2006 and January and September 2007

w ? h

L -mo4 t
e -a

.
11
y
l„;
{e_ 1'

Photo 14: Creek at Data Point AA11 Sep 07
Photo
Photo
Photo
Project No. 45. 45.75923.0007 3 ATC Associates Inc.
Photo 13: Bank above creek at Data Point AA11 Sep 07
Photo 15: Creek at Data Point AA11 Sep 07
ATTACHMENT 6
EEP Approval October 2008 and
Resubmittal - September 9, 2009
5 Pages
I ATC Associates of North Carolina, PC
Date ? `?
I Number of pages including cover sheet
FAX MESSAGE
TO: 410 C. 1- -f A1oA
FROM: Benjamin V. Wilson, P.E.
[e-mail]
v ATC Associates of
North Carolina, PC
2725 E. Millbrook Rd.
Suite 121
Raleigh, NC 27604
Phone
Fax Phone % C I
Cc:
Phone [phone]
Fax [phone]
Cell # 919- 697-5446
REMARKS: ? Urgent ? For your review ? Reply ASAP ? Please Comment
(- C
IAJ
GEOTECHNICAL CONSTRUCTION MATERIALS ENVIRONMENTAL
Statement of Compliance with Session Law 2009-337 An Act to Promote
the Use of Compensatory Mitigation Banks
(link to SL 2009-337)
Prior to accessing the Ecosystem Enhancement Program (EEP) In-Lieu Fee Mitigation
Program, all applicants requesting wetlands, stream and/or riparian buffer mitigation are now
required by law to comply with Session Law 2009-337 An Act to Promote the Use of
Compensatory Mitigation Banks. All new requests submitted on or after July 24, 2009 MUST
include this form signed and dated by the permit applicant or an authorized agent. Applicants
with unexpired acceptance letters may continue with their plans to use the In-Lieu Fee
Program or withdraw their request and seek other available mitigation options.
Compliance Statement:
I have read and understand SL-2009-337 and have, to the best of my knowledge,
complied with its requirements.
Please check all that apply:
Applicant is a Government Entity as defined in G.S. 143-214.11 and is not
required to purchase credits from a mitigation bank.
_ There are no known private mitigation banks with the requested credit type
located in the hydrologic unit where this impact will take place (link to DwQ iist).
I have contacted the mitigation bank(s) in the hydrologic unit where the impacts
will occur and credits are not available.
The application was submitted to the regulatory agencies prior to October 1,
2008 for streams and wetland impacts or July 24, 2009 for riparian buffer
impacts.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
Note: It is the applicant's responsibility to document any inquiries made to private
mitigation banks regarding credit availability.
I have read and understand EEP's refund policies (attached)
initial here
Signs ur f Applicant or Agent Printed Name
!Ifi,/A? -
Date

Project Name Location
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN-LIEU FEE REQUEST FORM
Revised 09/2412009
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699-1652, fax to 919-715-2219, or email to kelly.williams(a)ncdenr.gov. Attachments are acceptable for clarification purposes
(location map is required). Review meetings are held on Monday afternoons and decisions are provided within 2 weeks.

ect Name
9. Project Location (nearest town, city)
**ATTACH MAP SHOWING IMPACT LOCATION**
10. Lat-Long Coordinates (optional)
11. Project County
........ _............. -........ _ __..... ....... ....... ...... _.
12. River Basin & Cataloging Unit (8-digit)
(See Note 1)
13. Project Type
.......... ............. ................ ..... ..... ......... ._.- ----.........-........__._.....----........._.____....-.....-....._.._..._.............._.._
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
15. Non-Riparian Wetland Impact (ac.)
16. Coastal Marsh Impact (ac.)
17. Stream Impact (ft.) (e.g. 1,234)
(See Note 2)
N

- c ......._ ._
,??100C C6*? - 9 30360
Government
Private ;'-, Commercial
6, 000 T
,46o 6v'
Warm Cool

18. Buffer Impact (sq. ft.) (e.g. 12,345)
(where applicable, See Note 3)
19. Regulatory Agency Staff Contacts
(Indicate names, if known)
20.Other Regulatory ID Information
(e.g., USACE Action ID, if known)
-.......... _-......... . -- --- _-_......----- _-------..._.__...------.
I T T
Check (?) below if this request is a:
_ r vision to a current acceptance, or
V re-submission of an expired acceptance
extension of unexpired acceptance
-r zI
Zone 1: 1111A
USACE.` 16-
Cold a
Zone 2: A114
DWQ:
fyQ
/??`-ALL
By signing below, the applicant is confirming they have
read and understand ESP's refund policy posted at
nceep.net.
Signature A icant Au orized Agent:
Note 1: For help in determining the Cataloging Unit, visit:httr)://denrmar)s.ncdenr.org/Erfimads or call EEP contact below
Note 2: For guidance on stream temperatures, go to:
http://www.saw.usace.army.mil/WETLANDS/Mitigation/Documents/Stream/Appendices/Aapendixl pdf
Note 3: Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed.
Direct questions to Kelly Williams at 919-716-1921 or kellv.williams aancdenr.gov or to EEP's front desk at 919-715-0476.
PROJECT INFORMATION
'
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SITE
SOURCE: Google A r??
SITE LOCATION
ATC PROJECT NO.
Preliminary Wetlands and Stream Determination 45.27923.0007
145 Acre Site SCALE: NOTED
Holly Springs, North Carolina
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4?li
NI 0 (stem
ail 'eI11en
PROGRAM
November 6, 2008
Kyle Ward
Spring Investors, LLC
1000 Darrington Dr. Ste, 105
Cary, NC 27513
Project: New Hill Place
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. Yoir mist also co=lly with all other state, federal or local
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www,nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq, Ft,) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Ri arian Coastal Marsh
Impact Cape Fear 03030004 0 0 3,096 0.560 0 0 0 0
Credits Cape Fear 03030004 0 0 6,192 0.12 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone] or Kelly Williams at
[phone].
Sincerely,
9"NP-0? -
Willi )6. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jamie Shern, USACE-Raleigh
Eric Kulz, NCDWQ-Raleigh
Ben Wilson, agent
File
(I I ... Prot" 0" -ftate,
ZZ.?P.StDYLGtJG ...
Expiration of Acceptance: August 6, 2009

A
CCD>ER
Borth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 / www.nceep.net
Y
Ecosystem
PROGRAM
October 13, 2009
Kyle Ward
Spring Investors, LLC
1000 Darrington Dr. Ste, 105
Cary, NC 27513
Project: New Hill Place
Expiration of Acceptance: July 13, 2010
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local
government permits, regulations .or authorizations associated with the proposed activity including SL 2009-337• An Act to Promote
Compensatory Mitigation by Private Mitigation Banks.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.neeep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Cape Fear 03030004 0 0 3,410 0.802 0 0 0 0
Credits Cape Fear 03030004 0 0 4,426 1.61 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
.6,?
Willia . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jamie Shern, USACE-Raleigh (USAID 2008-00967)
Ian McMillan, NCDWQ- Wetlands/401 Unit
Ben Wilson, agent
File
Restores... Ed"... Protect Orr, State
ern
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
II X 17 DRAWINGS
1. Stream Impacts Analysis, Overall and
Proposed Layout
2. Transportation Improvement Plans
by Stantec
3. Proposed Thoroughfare Cross Section
4. Survey of Wetlands and Streams
1 Page
6 Pages
1 Page
5 Pages
24 X 36 DRAWINGS
1. New Hill Place Development Plan Phase 1
Drawings By John R. McAdams Co. 3 Sheets
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NOTES: _
1. THE ENTIRE SITE PLAN LAYOUT SCHEMATIC IN NATURE AND = P
IS UNDER REVIEW.
2. KITE REALTY WILL BE RESPONSI LE FOR ALL CONSTRUCTION
EXCEPTAS SPECIFIED.
- - PHASE IT
3. COLLECTOR WILL BE MAINTAINE BY THE DEVELOPER OR AN KITE REALTY '
ENTITY ESTABLISHED BYTHE. ELOPER AND WILL HAVE A
RECORDED PRIVATE RIGHT OF AY.

THE DEVELOPER SHALL CONSTRUCT THE TWO INSIDE TRAVEL
4 a
.
LANES WITH MEDIAN TURN LANES, THE MEDIAN, SIDEWALK ALONG
THE FRONTAGE OF PHASE I AND PHASE II OF NEW HILL PLACE
DEVELOPMENT AND ONE BRIDGE ALONG WITH GRADING FOR THE

4AN?

FOUR LANE FOOTPRINT FOR THE PROPOSED THOROUGHFARE PER \?\ 11.
TOWN STANDARDS. THE THOROUGHFARE SHALL BE MAINTAINED I: - - .
BY EITHER THE TOWN OF HOLLY SPRINGS OR NCDOT. F
5. THE GREEN OAKS PARKWAY IMPROVEMENTS MUST BE COMPLETE
AND FUNCTIONING PRIOR TO CLOSING THE FULL ACCESS TO IRVING
PARKWAY.
6. EXISTING CONDITIONS:1
a. OLD HOLLY SPRINGS APEX ROAD IS A 22'+/- WIDE 2-LANE 2-WAY
FACILITY WITH SHOULDERS.
b. NEW HILL ROAD IS A 22'+/- WIDE 2-LANE 2-WAY FACILITY WITH
SHOULDERS.
c. NC 55 IS A 4-LANE DIVIDED FACILITY WITH 412'+l- LANES AND
A 46'+1- GRASS MEDIAN.
PROPOSEDIMPROVEMENTS:
a. WIDENING TO 37' ON THE EAST SIDE FROM CENTERLINE TO BACK
OF CURB OF NEW HILL ROAD.
b. SUPERSTREET DESIGN AT THE INTERSECTION OF NC 55 AND NEW
HILL ROAD / HOLLY SPRINGS ROAD.
c. SUPERSTREET DESIGN AT THE INTERSECTION OF NC 55 AND GREEN
OAKS PARKWAY /BALLENTINEST. a inn
d. REALIGNMENT OF OLD HOLLY SPRINGS APEX ROAD (NAMEDm
"THOROUGHFARE ALIGNMENT') TO NC 55 WITH CONSTRUCTION o
OF THE TWO INSIDE TRAVEL LANES WITH MEDIAN TURN LANES,
THE MEDIAN, SIDEWALK ALONG THE FRONTAGE OF PHASE I AND n
PHASE II OF NEW HILL PLACE DEVELOPMENT AND ONE BRIDGE
ALONG WITH GRADING FOR THE FOUR LANE FOOTPRINT.
e. PROPOSED "BOX INTERCHANGE" GRADE SEPARATION AND ASSOCIATED_
RAMPS AT NC 55. CONSTRUCT ONLY ONE OF THE DUAL BRIDGES.
i
FUTURE IMPROVEMENTS TO BE COMPLETED BY OTHER ENTITIES OR AS
SPECIFIED BELOW:
NAMED
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PHASE I
KITE REALTY'
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4?da
2 0:

a. Vu1DEN THE REALIGNED OLD HOLLY SPRINGS APEX ROAD (
'THOROUGHFARE ALIGNMENT') TO COMPLETE THE 4-LANE DIVIDED [
_4
MEDIAN SECTION,
b. CONSTRUCT THE REMAINING BRIDGE TO ACCOMMODATE THE 4-LANE
DIVIDED SECTION.
c. WIDENING TO 32.5' ON THE EAST SIDE FROM CENTERLINE TO BACK
OF CURB PLUS REQUIRED SIDEWALKS OF OLD HOLLY SPRINGS APEX
ROAD BY THE RESIDENTIAL PROPERTY DEVELOPER. THE RESIDENTIAL
DEVELOPER SHALL ALSO INSTALL REMAINING SIDEWALKS ALONG
THEIR THOROUGHFARE FRONTAGE.
d, EXTENSIONS OF DRIVEWAY #3 AND DRIVEWAY #7 ON THE NORTH
SIDE OF THE PROPOSED THOROUGHFARE TYING TO FOREST SPRINGS
BY THE RESIDENTIAL AND/OR PROPOSED RETAIL DEVELOPER.
e. ADDITION OF ATHIRD TRAVEL LANE IN EACH DIRECTION ALONG NC 55.
f, SIDEWALK ALONG THE NORTH SIDE OF OLD HOLLY SPRINGS APEX ROAD
(NAMED "THOROUGHFARE ALIGNMENT') TO BE INSTALLED ALONG THE
FRONTAGE OF EACH BORDERING PARCEL AS IT DEVELOPS BY THAT
TRACTS DEVELOPER.
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-IMPROVEMENTS BY
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PLACE DEVELOPMENT AND ONE BRIDGE ALONG WITH GRADING FOR THE FOUR LANE FOOTPRINT.
(SEE NOTEI
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TYPICAL COLLECTOR STREET SECTION
(SEE NOTE) APPROXIMATE LOCATION
NEW NCDOT CONTROL OF ACC
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TOWN OF HOLLY SPRINGS THOROUGHFARE PLANS
((SEE NOTE(
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TYPICAL OLD HOLLY SPRINGS ROAD STREET SECTION
SHALL BE WIDENED IN ACCORDANCE WITH THE
TOWN OF HOLLY SPRINGS THOROUGHFARE PLANS
(SEE NOTE)

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NOTE: THIS AREA IS IN THE TRIASSIC BASIN AND MUST MEET TOWN'S TRIASSIC DESIGN
STANDARDS AS STATED IN SECTION 3-J PAVEMENT DESIGN OF THE TOWN OF HOLLY
SPRINGS ENGINEERING DE51GN AND CONSTRUCTION STANDARDS.

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REVISED: OCTOBER 27, 2008
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ENGINEER ENGINEER
INCOMPLETE PLANS
00 NOT USE POR /W NCQU1,91TION
PRELIMINARY PLANS
00 NOT USE f0 CONSTRUCTION
SEPTEMBER 29,2008
REVISED: OCTOBER 27,2008
REVISED: NOVEMBER 12,2008
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6' CONC. SIDEWALK
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PROP. P£"CURB &GUTTER -
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(BY OTHERS)
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OLD HOLLY SPRINGS 2W STORAGE I
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LOCAWN FROM WOOF"WP
'!8 $L'? ®® ®?S 86•43'51'FI ?, OC
iBQ 186. Pa 669 a ?. 77.68' q ` PRO/Ccr Ara &1102651 SI&C7 15
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BY
_ ENTITLED' FROM aW By TYEr KEWYN aL
?°' ?, AqV ASSOMI •8B00WED SWMY FOR HOLLY SPRDIS
ENTITLED PR
%ASSOCNIES•', 0Aff0 !F&RU44Y 9, 1995 I99J
/ 9 ors is174ui l a 1
&u. 199$ PC. 290 M1 ?
`? ?'NN ,5tl. 0649.0/-JB-4136 ((??.. ((yy }?yy@@y°ry ?n `?.•.ry.
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(JURISDICTIONAL) J
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b •- WETLANDS
// "gym 78•ACREl
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CHANNEL
LU (JURISDICTIONAL)
. ?v ERENNIA ' 1 ?t , WETLANDS A?
@gg? ?, "° CHANNEL 0.050 ACRES 9 z
O??o (JURISDICTIONAL) 144 467 (JURISDICTIONAL)
ACRES o
WETLANDS (EXCLUSIVE OF R/W) A/
0.054 ACRES / w
k (JURISDICTIONAL) N.F. RANSDELL HEIRS p ,?y
95Z PG.
LOT 3BAND PART OFBLOT 4
WETLANDS S.M. 1935, PC 53
a 0.024 ACRES PIN NO. 0649.02-67-1163
WALLACE &39 W. Pa 6Ewar 1781 a (JURISDICTIONAL)
D.& RUSSU UAP BY C.W. RTES
&197. aft 19 f, FPO. 57 INTERMITTENT ENTITLED 'PROPERTY OF d
P9l Na 0649.01-36-1576 n ,CHANNEL 4 N.F. RANSDELL ESTATE",
/
n (JURIS ICTIONAL) DATED FEBRUARY 1981 41
"
1.406 ,
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CURVE TABLE
CURVE DELTA ANG. RADIUS ARC LEN. LE TANGENT CHORD BRO.
ct 12'1674 2404.BJ 515.14' 514.16' 256.56' S JIY6'24
C1 1(7J4'05 2404.63' 443.57' 442.94' 222.42' 52(721'1
NORTH CAROLINA
WAKE COUNTY
1, ELISABETH G. TURNER CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, Ali N
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT D,5m
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOK PAGE THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 6J .597 +' THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL THIS 3rd DAY OF AUGUST A.D.,
2007 ,
REGISTRATION No. L-4440
f?
/A) F c:;
0.159 ACRES
(JURISDICTIONAL)
/q 11-1 6a/,`t.
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Na Ow ROM19S
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"This certifies that this copy of this plat identifies as waters of the U.S. or wetlands
all areas of waters of the U.S., including wetlands, regulated pursuant to Section 404
/ of the Clean Water Act as determined by the undersigned on this dote.
Unless there is o change in low or our published regualtions, this determination of
Section 404 juridiction moy be relied upon for a period not to exceed five (5) years
from this date. This determination was made utilizing the 1987 Corps of Engineers
Wetlands Delineation Monuol."
Regulatory Official
Date
ae. "60 xaa& -W 6! M Title USACE Action 10
Ma Ofi19.1-45-57 ''Iy; wo aw COLRDS
b
M
yY 0.011k=054
?r Er
I REFERENCE.
Axr I Q BOUNDARY MAP BY WITHERS & RAVENEL/
_ z KENNETH CLOSE SURVEYING
ENTITLED "BOUNDARY MAP FOR SPRINGS WETLANDS DELINEATED BY''
INVESTORS, LLC" DATED 01/19/07 VC ASSOCIATES
OWNER.
N. F. RANSDELL HEIRS FILE.' WARDHSA2WL

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WAKE COUNTY WAKE COUNTY
D.B. 5445, PG. 110 C/O COUNTY ATTORNEY'S
TRACT 3 OFFICE
PIN NO. 0740.04-62-5270 DB 5445 PG 111
ZONING: 0&1-1
I ------- ----------------- -
STREAM FEATURE "E"
------
WETLANDS BY JOHN R. McADAMS ____________________ ____ -
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D.B. 11617, PG. 557 _1J_L1J_LLL__ __ I I
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B.M. 1992, PG. 290 __J 1 1 1 1 1 1
PIN NO. 0649.01-38-4133 ---
ZONING: R-10 /
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N.F.
SPRING INVESTORS, LLC.
D.B. 13178, PG. 16
TRACT 3
B.M. 2008, PG. 1341
PIN NO. 0649-37-7395
0? ZONING: R-MF-15
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D.B. 13178,
Z PG. 9
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PG.' 1341
"d PIN 0649-36-8215
ZONING: R-MF-15_
GENERAL NOTES
1.) BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID (NAD83)
2.) THE BOUNDARY FOR THIS SURVEY IS BASED ON AN UNSIGNED
SURVEY ENTITLED, "ALTA/ACSM LAND TITLE SURVEY FOR KITE
REALTY GROUP, BY WITHERS & RAVENEL KENNETH CLOSE
SURVEYING, DATED 10-22-07", AN UNSIGNED SURVEY ENTITLED,
"ALTA/ACSM LAND TITLE SURVEY FOR KITE REALTY GROUP, BY
WITHERS & RAVENEL KENNETH CLOSE SURVEYING, DATED
08-14-07 AND AN UNSIGNED SURVEY ENTITLED, "SUBDIVISION
MAP FOR SPRING INVESTORS, LLC, BY WITHERS & RAVENEL
KENNETH CLOSE SURVEYING, DATED 10-22-07-
4.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD AREA, IT IS IN SPECIAL FLOOD HAZARD ZONE "X"
AS SHOWN ON FEMA F.I.R.M MAP # 3720064900J WITH AN
EFFECTIVE DATE OF MAY 2, 2006.
5.) AREA COMPUTED BY COORDINATE METHOD.
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WAKE COUNTY
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D.B. 13178, PG. 1
TRACT 1 i
B.M. 2008, PG. 1341
PIN NO. 0649-56-3997
ZONING: CB y
-WETLANDS BY WITHERS
JOHN HENRY HUNTER
DOROTHY
JEAN HUNTER
D.B. 4499, PG. 421
PIN NO. 0649.01-45-428
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VICINITY MAP
This certifies that this copy of this plot identifies as waters of the U.S., or
wetlands, oil areas of waters of the U.S., including wetlands, regulated
pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this dote. Unless there is a change in the low, 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 mode utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual,
(name)
(title)
(date)
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.

E19 3.0
I, Joseph N. Grady, Jr., a North Carolina Professional Land Surveyor, 1
do hereby certify that this map was prepared under my supervision
and shows the locations of Section 404 Jurisdictional Areas as
delineated by ATC Associates of Raleigh, NC.
Joseph N. Grady, Jr., NCPLS L-4163
WET LAND FLAG TABLE
WETLAND LAG # NORTHING EASTING
El 2.0 697949.5' 2046664.3'
E2 2.0 697963.8' 2046650.8'
E31.5 697987.5' 2046654,1'
E41.5 698005.5' 2046656.3'
E5 3.0 698024.8' 2046632.4'
E61.5 698044.9' 2046618.8'
E71.5 698052.6' 2046633.7'
E8 3.0 698076.0' 2046624.5'
E9 3.0 698107.9' 2046624.0'
E10 3.0 698146.0' 204661441'
Ell 3.0 698165.7' 204660042'
E12 3.0 698191.0' 2046605.4' ,
E13 4.0 698225.3' 2046606.4'
E14 3.0 698234.4' 2046592.1'
E15 4.0 698269.7' 2046605.5'
E16 3.0 698283.6' 2046589.8'
E17 4.0 698327.5' 2046588.2'
E18 3.0 698354.7' 2046588.8'
E19 3.0 698383.3' 2046520.0
EIP #1 698164.8' 2046569.4'
EIP #2 698115.4' 2047203.2'
LINE TABLE
LINE BEARING LENGTH
L1 N 43'28'05" W 19.63'
L2 N 08'06'41" E 23.95'
L3 N 06'42'14" E 18.15'
L4 N 51'00'26" W 30.64'
L5 N 34'10'12" W 24.32'
L6 N 62'58'33" E 16.77'
L7 N 21'32'29" W 25.25'
L8 N 00'54'17" W 31.88'
L9 N 14'33'49" W 39.31'
L10 N 35'04'35" W 24.12'

L17

Z
N ?

64 w.
0

1

S'87'0452" E
® 1
-
989.48' -
EIP #1
E10 3.0
N.F.
KRG NEW HILL PLACE, LLC.
D.B. 13178, PG. 1 E9 3.0
TRACT 1
B.M. 2008, PG. 1341
PIN NO. 0649-56-3997 E8 3.0
ZONING: CB
E6 1.5
LINE TABLE
LINE BEARING LENGTH
L11 N 11'32'06" E 25.84'
L12 N 01'46'56" E 34.29'
L13 N 57'34'03" W 16.99'
L14 N 20'50'19" E 37.74'
L15 N 48'34'31" W 21.01'
L16 N 00'40'48" E 38.82'
L17 N 21'43'25" W 5.51'
L18 N 01'20'14" E 27.24'
L19 N 49'48'21" W 21.40'
L20 N 74'16'04" W 54,53'
E5 3.0
E18 3.0 180' CP&L EASEMENT
E17 4.0
E16 3.0
LEGEND
OO EXISTING IRON PIPE
® EXISTING WETLAND FLAG
E# WETLAND FLAG NUMBER
CALCULATED CORNER
TOTAL LENGTH OF
STREAM CHANNEL "E":
538 LF
TOTAL AREA OF
EVALUATED STREAM
CHANNEL "E":
1,522 SQ. FT.
E15 4.0
E14 3.0 N.F.
WAKE COUNTY
E13 4.0 D.B. 5445, PG. 110
TRACT 3
PIN NO. 0740.04-62-5270
ZONING: 0&1-1
E12 3.0
E11 3.0
® S 82'36'58" E
19®®®®e? ®5??8®E #2
9.00
JURISDICTIONAL STREAM FEATURE "E" rElP
LINEAR FEET
538' /
IMPORTANT , 2:1 RATIO /
?6 E7 1.5 /
E4 1.5
rr /?y? `?l
E3 1.5 /
N
J
E2 2.0 /
E1 2.0
SHEET - OF
11WADAMS
RD
SITE
55 w
c w
0?e y
yh =
VICINITY MAP
/ 55
h?
41 QP
Ji
AEXISTING
IRON
PIPE
/
QP
5
/ `F
'At
N/F
WAKE COUNTY C/O
COUNTY ATTORNEY'S OFFICE
BB 5418 PG 249

180' CP&L EASEAIE?T LINE --
1, P. REX COOPER, CERTIFY THAT THIS MAP WAS PREPAREDINPART
FROM AN ACTUAL FIELD SURVEY Of THE MISTING FLAGS AND
RECORD DOCUMENTS AS REFERENCED HEREON:THATTHE
BOUNDARIES NOT SURVES'ED ARE SHOWN AS BROKEN LINES AND
/ THAT THE COORDINATES SHOWN ARE NCGRID -NAD83.WITNFSS
MY HAND AND SEAL THIS 23RD DAYOF SEPTEMBER 2008.
PROFESSIONAL LAND SURVEYORNC L-0269
/ NORTHING FASTING FLAG
WET J25 6.0 698146.9958 2047625.3578 WE171256.0
698107.9111 2047620.4977 WET 1245.0
698072.4622 2047598.9449 WET 7235.0
698065.4636 2047574.5123 WET 7226.0
/ 698015.6686 2047555.8367 WETJ216.0
697974.4438 2047552.6967 WET3206.0
WET J24 5.0 697921.5482 2047546.8121 WEr1195.0
697859.5675 2047544.0819 WET 11S 8.0
r 6974923570 2047572.8380 CL 113.0
697508.7850 2047604.5610 CL 123.0
WET J23 5.0 6975121540 2047625.3080 CLJ35.0
WET J22 6A 697567.1980 20476285110 TOPA 5.0
697629.0590 2047618.1200 TOP 155.0
697683.5950 2047606.6580 CL365.0
697692.3950 20475865630 CL 16 Al 4.0
697708.8840 2047563.9060 CL ISA23.0
WET J21 6A 697726.5870 2047566.6250 CL 16A33.0
697730.9250 2047600.0940 CL175.0
697735.8230 2047640.4410 CL 1S 5.0
697830.6100 2047578.4360 CL 1174.0
697542.4300 20476225210 CL 1167.0
WET J20 6A 697871.8700 2047675.4550 CL 1145.0
697849.3960 2047691.8120 TOP 1137.0
N/F 697808.0540 2047686.5050 TOPHOA3.0
WAKE COUNTY C/O 6978253540 2047715.5700 TOP J123.0
COUNTY ATTORNEY'S OFFICE
0650 2047713.9110 CL1113.0
697793
IN) 5445 PG 111 .
697786.9140 20476885760 TOPJ105.0
WET J19 5a 697769.5310 2047661.1110 CL 795.0
CL J14 5.0
WET JIB 8.0
TOP J13 7A
CL J16 7.0
CL J17 4.0 TOP JI2 3.0
TOP JIB A 3.0
CL 111 3.0
TOP Jt0 5A
CL J9 5.0
L J8 5.0
CL J6 A3 3A CL J7 5.0
CL J6 A2 3.0
CL J6 Al 4.0 CL J6 5,0
TOP J5 50
TOP J4 5.0
CL J2 10 CL J33 5.00
CL it 3.0
This certifies that this copy of this plat identifies as wetlands all areas of
wetlands regulated pursuant to Section 404 of the Clean Water Act as determined
by the undersigned on this date. Unless there is 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 ofEngineers Wetland
Delineation Manual.
Name:
Title:
Date:
AID:
NOTES:
1. THIS MAP DOES NOT REPRESENTA BOUNDARY SURVEY BYTIHS FIR",
2. BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY'GIS AND DEEDS OF RECORD.
3. COORDINATES SHOWN ON THIS MAP ARE NC GRIDNAD83 AND WERE
OBTAINED USING MAPPING GRADE TRIMBLEGPS RECEIVERS POST-
PROCESSED USING TRIMBLE PATHFINDER SOFTWARE
4. SURVEYOR CERTIFIES TO FLAG LOCATIONS ONLY. DESIGNATION DONE BY OTHERS.
5. FLAG DESIGNATIONS ARE SHOWN ON THIS MAP EXACTLY AS SHOWN ON EXISTING FLAGS.
6. MAPPING OF FLAGS SHOWN HEREON WAS FIELD SURVEYED IN SEPTEMBER OF 2008.
7. DESIGNATED STREAM AREA =5.758.0SQFT. OR 0.13 ACRES.
a7 I /? y
' i
f\ r
?1 ' I J
Copyright Reserved
The Contractor sholl verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Stonlec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the properly of
!. Stonlec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stonlec Consulting Inc. is forbidden.
Consultants

File Nome: JLB FRC 9/19/08
Own. Chkd. Dsgn. Dole
Permit-Seal
ctml/P<geN
NEW HILL PLACE
(pyre Na
rB, JURISDICTIONAL STREAM MAP
Holly Springs, NC
Project No, Scale t
171000886 L 1 °1d E
Drawing No, Sheet Revision
1 of 1 0