20030981 Ver 2_Site Plan_20131119

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] •
sandec.com
TD, November 19, 2013
Ll L�JJ SBEC Project # 6412.131
To: US Army Corps of engineers NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Meld Offioe�- Attn: Karen Higgins
Attn: Andy Williams Archdale Building — 9th Floor
3331 Heritage Trade Drive, Suite 105 512 North Salisbury Street
Wake Forest, NC 27587 Raleigh, NC
From: Deborah Edwards Shirley
Soil & Environmental Consultants, PA
Re: The Piazza at Stonewater
Cary, Chatham County, NC
nij
NUV 1 q 201
A DUALITY
On behalf of the applicant, WOF, LLC (Attn: Glenn Futrell), please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers ( USACE) and the N.C. Division of Water Resources (DWR) that the activities
proposed below may proceed under Nationwide Permit (NWP) 29 and General Water Quality
Certification 3890.
Please note that an office and site meeting was held with Andy Williams with the USACE to
discuss previous fill activities that had taken place within the property boundaries before the
applicant purchased the property. Mr. Williams has reviewed these areas and is allowing them to
be permitted under NWP 29. Mr. Williams is also copsidering this development cumulative to
past permitting activities completed for the Stonewater Development. This application includes
the previous impacts as an After - the -Fact request and includes a Mitigation Credit Reservation
letter from Restoration Systems. Please contact me at (919) 846 -5900 if you have any
questions or require additional information.
PROJECT SUMMARY
Project Name
The Piazza at Stonewater
Project Type
Residential Development
Owner / Applicant
WOF LLC
County
Chatham
Nearest Town
Cary
Waterbody Name
UT to Kit Creek
Basin
Cape Fear
Index Number
16-41-1-17-2-(0.7)
Class
WS-IV NSW
IMPACT SUMMARY
Stream Impact (acres):
0.003
Wetland Impact (acres):
0.029 (After - the -Fact)
Open Water Impact (acres):
0
Total Impact to Waters of the U.S.
acres
0.032
Total Stream Impact (linear feet):
31

Attachments:
Pre- construction Notification (PCN) Application Form
Agent Authorization Form
NRCS Soil Survey Map & USGS Topographic Map
Town of Cary- Jordan Lake Watershed -UTBR (TCRB 13-005)
404 Nationwide Permits 12 & 14- AID#200221059 & 200320972
401 Water Quality Certification (DWQ Project # 03-0981)
Mitigation Credit Reservation Confirmation Letter - Restoration Systems
Impact Exhibits
Overall Site Plan & Existing Conditions (24x36 -DWR; 11x17- USACE)
Stormwater Calculations, & BMP O &M's, Approval letter from Town of Cary (DWR only)
Construction Drawings- (DWR only)
$240 Application Fee (DWR only)
Data CD (DWR only)

ot WATF9o�
o �
03- o9gl Y3
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 r
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: N/A
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ 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 in4ieu
fee program.
® Yes
❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
The Piazza at Stonewater
2b. County:
Chatham
2c. Nearest municipality / town:
Cary
2d. Subdivision name:
Stonewater
2e. NCDOT only, T.I.P. or state
project no:
WA
3. Owner Information
3a. Name(s) on Recorded Deed:
WOF, LLC
3b. Deed Book and Page No.
D. B. 1448; Pg. 735
3c. Responsible Party (for LLC if
applicable):
Glenn Futrell
3d. Street address:
150 Towerview Ct.
3e. City, state, zip:
Cary, NC 27513
3f. Telephone no.:
919 - 612 -5245
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Owner please send correspondence to both
Applicant and agent.
4b. Name:
Glenn Futrell
4c. Business name
(if applicable):
INOF, LLC
4d. Street address:
150 Towerview Ct.
4e. City, state, zip:
Cary, NC 27513
4f. Telephone no.:
919 - 612 -5245
4g. Fax no.:
N/A
4h. Email address:
N/A
5. Agent/Consultant Information (if applicable)
5a. Name:
Deborah Edwards Shirley
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
11010 Raven Ridge Road
5d. City, state, zip:
Raleigh, NC 27614
5e. Telephone no.:
919 - 846 -5900
5f. Fax no.:
919 -846 -9467
5g. Email address:
DShirley @SandEC.com
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
Parcel ID: 0726 -63 -1161
1 b. Site coordinates (in .decimal degrees): IMPACT #2
Latitude: 35.8468 Longitude: - 78.9112
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
t 49 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Kit Creek 16- 41- 1- 17- 2 -(0.7)
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Cape Fear, Hydrologic Unit Code 03030002
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing conditions on site are wooded with some previous grading activities. Temporary sediment
basins were constructed in two linear wetland areas along the northern property boundary by the previous land owners.
Other temporary sediment basins were constructed throughout the property and roads were graded in. The economy
collapsed and the property remained dormant for a number of years. The general land use in the vicinity of the project is a
mix of rural and residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 0. 13 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1,308 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide utilities to the western side of the property.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of constructing infrastructure for a residential development, including roads, utilities,
residential lots and stormwater BMP's. Equipment such as bull dozers, bucket loaders, excavators and other
typical equipment used for land disturbance and construction will be utilized for this project.
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:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
Comments:
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other:
4d. if yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Back in 2002 this parcel was part of the Amberly, LLC Jurisdictional Determination (AID# 200220442). This parcel was
then later 'swapped" for a parcel of land south of O'Kelly Chapel Road and is now apart of Stonewater. An updated field
determination meeting was held with Andy Williams on October 29, 2013. The Town of Cary verified the Jordan Lake
Watershed buffers on June 21, 2013 (TCRB 13 -005).
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
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.
Andy Williams with the USACE is considering this project cumulative to the existing Stonewater Development. The
pemrits that S &EC has on file are the following. NWP 14 -AID# 200320972; NWP 12 -AID# 200221059; WQC 3404 -DWO
Project #03 -0981
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Just for clarification, the project will be completed and platted under two phases however all impacts will be completed
within one phase and there are no anticipated future phases.
Page 4 of 14

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 number —
Type of jurisdiction
Permanent (P) or
Type of
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Temporary T
impact
if known
DWQ — non -404, other
acres
W1 ( #1) ® P ❑ T
Fill & flooding
Headwater
Forest
❑ Yes
® No
® Corps
❑ DWQ
0.019
W2 ( #3) ®P [] T
Fill &flooding
Headwater
Forest
❑ Yes
® No
® Corps
❑ DWQ
0.010
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑P ❑T
❑Yes
El Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.029
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact number -
Type of
Stream name
Perennial
Type of jurisdiction
Average
Impact
Permanent (P) or
impact
(PER) or
(Corps - 404, 10
stream
length
Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ( #2) ❑ P ® T
Excavation;
UT to Kit Creek
❑ PER
® Corps
4
31
Utilities
® 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
3h. Total stream and tributary impacts
31
3i. Comments:
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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 individ ally list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑P ❑T
02 ❑P ❑T
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, then com late the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flood
ed
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 14

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: Jordan
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 0P ❑T
❑Yes
❑ No
B4 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: A No Practical Attemadves request will go to the Town of Cary for review.
Page 7 of 14

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S &EC completed a wetland delineation and Jordan Watershed Buffer evaluation for the entire property in order to
identify natural resources so that the project engineer could design a site plan that would minimize impacts to the
maximum extent practicable. The site plan has avoided permanent impacts to streams and only proposes one
impact area. Impact #'s 1 and 3 are After -the -Fact impacts that took place by the previous land owner. Temporary
sediment basins were constructed within two linear wetland areas along the northern property boundary. In order to
compensate for this activity, the current land owner required to make a compensatory mitigation payment. Please
see section D.3 for these details. Impact #2 is a temporary impact for a sanitary sewer crossing. This impact is
necessary to provide utilities to the western portion of the project. The proposed impact to the stream is designed
to be a perpendicular and the construction corridor width has been minimized to reduce impacts to both the riparian
buffers and the stream. As per the project engineer. Due to site topography, the adjacent roadways outside the
riparian buffers are significantly higher than the stream elevation at the sewer crossing. The resulting sewer depth
at the manholes creates a 30' wide easement under the Town of Cary standards and specifications. Shifting the
sewer to the north would result in additional wetland impacts, shifting the sewer to the south would result in a
deeper sewer.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 29. With
respect to residential development conditions (NWP 29- Regional Conditions section 4.0) the applicant does not
anticipate any impacts to streams or wetlands associated with stormwater facilities, there are no impacts associated
with single - family recreation facilities, there are no permanent wetland or stream fills proposed within the
floodway/floodplain and the stream classiflcation for this project is WS -IV, NSW (i.e. not Outstanding Resource
Waters, High Quality Waters, Coastal Wetlands or wetland adjacent to these waters).
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques such as silt fencing, sediment basins and tree protection fencing will be utilized to
minimize impacts to wetlands, streams and riparian areas. Other techniques typically required by the Erosion &
Sediment Control Plan will also be used.
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
project?
❑ Payment to in-lieu fee ram
program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Cripple Creek Stream & Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type: Riparian
Wetland
Quantity: 0.03 acres
Page 8 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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:
0 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non - riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
S. 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 in4leu fee fund).
6h. Comments:
Page 9 of 14

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. 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.
Comments: The Stormwater Management Plan devices designed to
eet the Town
® Yes ❑ No
of Cary and the DWQ's requirements will provide the necessary nutriint
removal.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
31.76%
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 pride a brief, narrative description of the plan:
As per the project engineer. To comply with the nutrient export requirements of the Jordan Lake Watershed, BMP's
will be provided on the site. The Stormwater Management system will provide water quality and water quantity
components. Wetponds and constructed wetlands will be utilized %r the nitrogen and phosphorus reduction. The
SMP has been reviewed and approved by the Town of Cary. A copy of the Approved SMP and Approval letter is
attached.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management
Plan?
❑ DWO Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Cary
® Phase II
3b. Which of the following locally- implemented stormwater management
rograms
® NSW
❑ USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approva
I been
® Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
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
I
Page 10 of 14
PCN Firm — Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 11 of 14

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. 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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.) Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
® Yes ❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): The property was
previously owned by a different development company. It is our understanding that the previous development company
received a Sedimentation & Erosion Control Plan Approval from the Town of Cary. Grading activities took place on the
property before the recession. WOF, LLC purchased the property. S &EC conducted a stream & wetland delineation and
reviewed the past jurisdictional determination and noticed that two of the temporary sediment basins were located within the
footprint of the previously identified linear wetlands. A meeting with Andrew Williams was held to review the linear wetlands in
the field. Mr. Williams requested that we include within our application package and provide compensatory mitigation for the
previous impacts.
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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and
Isolated Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version
2.1. The draft states that many private developments are unlikely to cause cumulative impacts, including projects
such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural and
silvicultural operations. The Piazza @ Stonewater project will be a small scale multi - family residential
development. Additionally, the project is located within the Town of Cary's jurisdiction, therefore the adjacent
properties that have potential for development will have the fallowing regulations to protect downstream waters. 1)
the Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal
Separate Storm Sewer Systems (MS4s) in addition to post - construction stormwater management requirements; 2)
the Water Supply, Watershed Protection Program which limits development densities as well as requires protective
riparian buffers, and 3) the Jordan Lake Watershed Buffer Protection regulations, these regulations require limited
development within the riparian buffer area in addition to "diffuse flow" requirements at a minimum and could
require Best Management Practices that control nitrogen if diffuse flow cannot be achieved. We anticipate that the
DWQ will advise us if any additional information is needed.
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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. This property will be connected to the Town of Cary's
Sewer System. The Town will ensure that capacity of their treatment facility will not be exceeded.
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?
❑ 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? The NC- Natural Heritage Programs Database Search was used to search for elemental occurrences of federally listed
species within the Cary & Green Level Topographic Quad Maps, this is where the proposed project resides. It was determined
based on the search that there were four elemental occurrences that are Federally listed and were found within the Cary &
Green Level Topographic Quad Maps, not necessarily near our proposed project. See table below.
State Federal Protection Topo Map
Scientific Name Common Name Protection
Status Status
Status
Fusconaia mason Atlantic Pigtoe E FSC Current
Haliseetus leucocephalus Bald Eagle T BGPA Current
Rhus michauxii Michaux's Sumac E E Historical
Peucaea aestivalis Bachman's Sparrow Sc FSC Historical
References: North Carolina Natural Heritage Program Online Database Search. [November 13, 2013]. Department of Environment
and Natural Resources, Office of Conservation, Planning, and Community Affairs, Raleigh, NC 2011. Available at
httn: //www. ncnhv. oro Web/nholdatabase- search
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? References:
[NOAH] National Oceanic and Atmospheric Administration. 2013. Internet -based search: NOAA Fisheries Essential
Fish Habitat Mapper http.11 sharpfin .nmfs.noaa.aov/website/EFH MavpeNmap.asax Accessed 13 November 2013.
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?
Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed. No
structures were observed during the wetland evaluation.
Page 13 of 14

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? --T[D
Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: A small section of 100 -year floodplain encroaches on the north
east corner of the property. There are no proposed streamhvetland impacts within this area.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Information System & project
engineer.
Deborah E. Shirley
November
Applicant/Agent's Printed Name
Applicant/Agent's Si re
19, 2013
(Agent's signature is valid only ff an authorization letter from th applicant
Date
Is provided.)
Page 14 of 14

Yisu d baits, PA,
119) B46,9W • i= [phone]
AG$NT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current-Landowner
Name: __ 1Ahj F L L C
Address: / .S n ra j&U4 l�tAAx— Q
Phone: °1 t / 1 — I u
Project Name /Description: Si-een ,. 01 A44.t'2 Cr—T- S &EC Project # �� 2
Date: In A Y *7-r2, -i-0 l3
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: G
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current VrMM owner, hereby designates and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of.permit applications, to furnish upon reque$t
supplemental information in support of applications, etc. from this day forward. The 2 9 day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
W O . Ll L' S1tN/V WlANp1 tR 4,4allln 21 '.ra
Print Property Owners Name Property Owner's Signature
W. Ms. Karen Higgins W. Mr. Steven Ball
NCDENR - DWQ We9CAPe Soil & Environmental Consultants, PA
Archdale Building
512 N. Sallsboiy Street, 91h Floor
Raleigh, NC 27604

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Project No.
641 2.W2
U5G5 Quadrangle Map
Project Mcjr.:
55 a Soil & Environmental Consultants, PA
5tonewater 51=1 11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: [phone] • [phone]
1 2,000' Web Page: www.SandEC.com
5/23/13 Gary and Green Level QUaC15

die '
P. -. 11 ...
IiMA DURHAM COUNTY, NC
Project No.
6412.W2
Project Mgr.:
55
Scale:
I'= 2,000'
5/23/13
* r7U
I
Chatham County
Soil Survey
5tonewater 5F 1
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd. - Raleigh, NC 27614
(919) 846 -5900 • [phone]
Web Page: www.SandEC.com

June 28, 2013
Steven Ball
Soil and Environmental Consultants, PA
11010 Raven Ridge Rd
Raleigh, NC 27614
Subject: Jordan Lake Watershed - Urban Transition Buffer Rules
Stonewater SF1
O'Kelly Chapel Rd
Real ID: 19950
TCRB 13-005
Dear Mr. Ball:
ENGINEERING DEPARTMENT
The site location map and other information that was provided, allowed a determination to be made as
to whether or not the referenced site would require compliance with The Town of Cary Urban Transition
Buffer (UTB) Rules. This project, as referenced by the Town of Cary as TCRB 13 -005, includes two
features as depicted on the attached maps. The table below summarizes the stream determinations
made in a site visit on June 21, 2013. This determination is valid until June 21, 2018.
Reference ID
USGS Ma 100 Ft. Buffer
Soil Survey Map 150 Ft. Buffer
Not Subject
Channel A
x-Flag SB01
Channel Y
x -Flag S802
Sin ely,
Jan Patterson
Town of Cary Engineering Department
_ TOWN Of CARY
318 North Academy Street •Cary, NC 27513•PO Box 8005•Cwy, NC 2751248005
tel [phone] • fax [phone] • www.townofcary.org

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Project No. Chatham County
6412. W2
Project Mgr.:
55 5tonewater 5F
Scale: y y
I' = 2,/�/WV
5123113 N- I
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 • (919) 8469467
Web Page: www.SandEC.com

•...� aav tlto otlt! USAIB RAL REG
U.s. ARMS COM OF ENGINEERS
Action ID:_ 200320972 DJshtict
-I— Oottnty:_ W
02653 P.002/005
GENERAL PERMIT OMIONa AND NATIONW M VERMCATION
hop" ... - -
Authorhod
Tdepboae Number 919 -7�S -t �n t
TBlep).ene Nambew
o twaterboAv Hiahebao,sainelamobe_• town. �••• �i The 246.9?��ncre rite is
located at the tnerae,hon of Melly Copal Road 1628). Alston Avenue (SR 1630) and ON= Level- Dodtam
pia4d OR 16Q� is t.aty, R►aloe County, North C
DOWN IM 0f Adkkr 7hb pamn euthotlz4s united landclesdag, excavation, the placement Of ell,
roll the installation of culverts associated vr; the t3reen Level- Dutftatn Road extension. Pemcaneat
impacts to watts of the U.S. authmized under - permit huclude .006 acre of wetland and 635 linear feet
(.015 acre) of WcMAttent stream channel and 1 0 linear feet of PUMEW channel adjaoaut to an mmamed
tributary to Kit Croak in the Cape hear River B Ste
APpllmble Law: —K —Section 404 (Clew Wdter Act. a3 nqc imm
Section 10 (Rlm and harbor Act of 1899) on-ly.
AvOwdsaflon;
AW vialatton or the condttlauae d the Re�nai t
the petodttse to a stop wort order, a restoratlo
of the Army Re0and Genaral Permit or Nadu
the MP=dbMfy to obtain ar�y other required
nay need to,offset appropriate State and local
rWAftg So Cwpa of lln lacets regahttory pro
at telephone xmzaber_.p14t1 Zdl.
This veN6cadon Win remain valid umtii hm
reissued or revoked. no prior to p fflgg r 3L 2
modtpled, this veritlCation v e remain valid and
U the nationwide panda author ntlaot
activify Would no lower cour* wl* the
have commenced (1146, are under eo=k=YoW
nad owlde permly wM remade autboiized pro
data of the =1100wide permit's exph;atlon,
b8es emerelsed on a con by em bawls 10 mtKmv.{
Pam'
Aarttto tollon Date Iaae 7.22r gj
SURVEY PLATS, FEUD SKBTCU. WIiT
TO 72M FILE COPY OF TE$ FORM, IF
Partook Nnmbet
Pt x* Numbers)
t4e or Natlanwlde P�etmpt rdlermeed above nay anbject
, and/or appropriate legal aetlon. This Dot
er O °a" Cation does not relieve the petmittae of
OWerai, State, or local approvats/peam(ts. The pawittee
NOR" ballots berg work. It you bave any quedloas
irar Pkm cOntact yAm Wade
?LM u dgu tits nat6MW& authorisadon is meased,
N7 the nationwide per a au&odnd n is "bared and/or
ha LM provided it tompilo .1$ an OWWOWW 4,
or k 809044 revolted, or k maliBCd, ench tW Ow
sad,ondpllone of the nationwide, permit, acdvttles Width
)r are maw ,owract to commence to "Daum upon the
dell the activity is competed Vubin twelse mouatbs of the
Ecstbu Or or � m discretionary authorfq 6�aa
UM M Torn 7
D&MATION FORM, ETC., MW BE ATTAC M
MMOR AVAUABLL
CF: bW%be. Id,C. Attu bur. Olean Pu tmn. P.O.O Mk (My, North Carolina 27519.3006

JW.07'2004 14:45 919 976 $923 U8A1 8 RAL REG 02653 P.003/005
i
Action M. 20972 � Qonnty: watoa
MWEALPiRM CDrIDn O N
Reaoommended by the North Camlios wildU& Res=m Commission:
L Petmime shall install in- sneain silt
weighted at the bottoflt, end sttingant bank etvsion
control. If tree removal is requited,
am mots should ntmain intact for bank stabilization.
2. Puamittee shall initiate in -stream WftM
tion activities only during low flow conditions that allow
lbrtheeffbadvedeploymatofthesilto
rtWn.
3. Permittee shall install silt fences and
check damns at all wetland ad stream cr+oa dogs to
be removed following completion of th
activity and proper stabilization of disturbed soils within
the work !
4. Pernfttee
shall seed wetland arreas wj
subject to Carps approval.
wethmd seed mixture only Species selection shall be
Requiring on4dte demarcation of wetland
stream boundaries:
Slaked bowidarles
Permittee shall locate all wetland flap and ides
stakes. Intermediate stakes shall be installed if
Markings on stakes (or attached flags) &hall idi
wedW d road stream areas &hall be accompflo
BMW (1914 wed lauddearbig, ache I
shall remain in place throughout the dare
prOJect. The Corps of Endneers regulatory
prior to initiation of my hopacts to jtrriedtctl
Fantod bowtd:trita
Pr rmium shall locate all wetland boundaries i
fencing (e g., orange webbed tree- protection ;
flags) shall identify the demarcated area a
accomplished prior to initisdon of any imps
culvW installation, etc.) authorized by this p
duration of all construction activities assods
project manager shall be contacted at least two
Regahft raaordft of wedwd map for a
their position on site with the installation of surveying
distance between any two flags is greater than 30 feet.
Y the demarcated area as a wetland. Dem arcaden of
I prior to htittatlon of any hapacts to jurls"91 al
elladon, etc.) indhor tzed by this permit, The sakes
i of all construction activities associated with the
eject manager shall be conUmted at least two weeks
i areas.
identify them on site with the Installation of temporary
:ing). Mari ngs on the boundary fencing (or attached
c wetland. Demarcation of wetland areas shall be
to jurisdictional rreas (fill, mechanized landclearing,
tit. 71z fencing shall remain in place dirtm&w the
with the project. The Corps of Engineers regulaaory
alp prior to removal of wetland boundary fencing.
Petmittec shall cause to be recorded in the 'ster of Deeds for Wake County a plat, showing the
subdivision plan for the property, and a survey the boundary of the jurfsdictional waters of the United
Statm as approved by the Carpe of liogirheers. or to the sate of any property within the subdivision.

JUN.07'2004 14:05 919 676 5823 USAi3 RhL REG #2653 P.004/005
I
P4004 al Candtw=
For all NWPs that involve constrMlion of cuNcits, measures will be included in the construction that will
promote the safe pamage of fish and other aqn a rgatdeaos. For all culvert cumuction activities. the
dimension, pattem, end profile of the stream, ( and below a pipe or culveact), should not be modified
by widening the stream channel or by reducing depth of die stream. Culvert inverts will be busied at
IOW one foot below the bed of the atnoaat for cdiv4ats greater brae 48 inches in diameter. For celvets 48
inches in diameter or smaller, culverts amuse be timed below the bed of the stream to a depth upW to or
greater than 20 perneat of the diamo t of the v+cat

('4t?Wo
U.S. ARMY CORPS OF ENG]NEERS copy
Wilmington District
Action iD:_ 200221059 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Authorized Y
Owner Waterford Stonewater LLC Agent Soil tit Fmdm nmw Consaltanto, PA
Atte: Bob H"Aigmp _ Attn: Todd Remmium
Address 3301 Woman's Club Drive Ste 104 Address 11010 Raven Ridge Road
Raleigh. NC 27612 Raleigh. NC 27614
Telephone Number-212:Z& 5 -1110 Telephone Number 919- 846 -5900
Size and Location of Property (waterbodv Hhtwav name/uumber, town etc.): The property is
located north of the intersection of O'Kelly Chapel Road (SR 1628), Alston Avenue (SR 1630) and Green
Level- Durham Road (SR 1625) northwest of Cary, Wake County, North Carolina
Description of Acttvttr, Please note that is verification replaces the previous verification dated October
10, 2003. All conditions of the permit remain the same. This verification authorizes mechanized land
clearing, excavation, and the placement of fill associated with the Stonewater subdivision. Temporary
impacts to waters authorized by this permit are 93 linear feet of stream channel and .146 acre of wetlands
for installation of water and sewer lines. See attached Special Conditions.
Applicable Law: _Section 404 (Clean water Act, 33 USC 1344) only.
Section 10 (River and Harbor Ad of 1899) only.
Authorization: Regional General Permit Number
12 Nationwide Permit Number(s)
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of The Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
appr'm'akipermits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Andrea Wade at telephone number (9191 876 - 8441 extension 311
Regulatory Project Manager Slgnatpre
Authorization Date MU 17.2004 �ExpMery 17.2006
SURVEY FIATS, FIELD SKLrTCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
MAY L ;00

Action ID: 200221059 County:
SPECIAL PMN O T CONDITION
Recommended by the North Carolina Wildlife Resources Commission:
1. Permittee shall install m- stream silt curtain weighted at the bottom, and stringent bank erosion
control. If tree removal is required, stumps and roots should remain intact for bank stabilization.
2. Permittee shall initiate in- stream construction activities only during low flow conditions that allow
for the effective deployment of the silt curtain.
3. Permittee shall install silt fences and temporary check dams at all wetland and stream crossings to
be removed following completion of the activity and proper stabilization of disturbed soils within
the work area
4. Permittee shall seed wetland areas with wetland seed mixture only Species selection shall be
subject to Corps approval.
Requiring on -site demarcation of wedhmd boundary:
Fenced boratdariet
Permittee shall locate all wetland boundaries and identify them on site with the installation of temporary
fencing (e.g., orange webbed tree - protection fencing). Markings on the boundary fencing (or attached
Hags) shall identify the demarcated area as a wetland. Demarcation of wetland arras shall be
accomplished prior to initiation of any impacts to jurisdictional areas (fill, mechanized landclearing,
culvert installation, etc.) authorized by this permit. The fencing shall remain in place throughout the
duration of all construction activities associated with the project. The Corps of Engineers regulatory
project manager shall be contacted at least two weeks prior to removal of wetland boundary fencing.
Requiring recording of wetland map for a subdivision:
Permittee shall cause to be recorded in the Register of Deeds for Wake County a plat; showing the
subdivision plan for the property, and a survey of the boundary of the jurisdictional waters of the United
States, as approved by the Corps of Engineers, within thirty days of issuance of this permit, and prior to
the sale of any property within the subdivision.
Utility Line Installations
The areas of waters of the United States that are disturbed will be limited to the minimum necessary to
install the utility line. The construction corridor authorized by this permit will not exceed forty (40) feet
in width in the wetland areas.
Upon completion of the work, only a twenty (20) foot wide maintenance corridor or less is allowed by
this permit within the wetland areas.
Permittee shall seed wetland areas with wetland seed mixture only Fescue grass will not be utilized
in the wetland areas.

�0( ylA1�q Mk bad P. s day, oormoor
WE= Q Rana k, Smarmy
NamCOO= neprto ntof0wWommtandNmaditmorm
> Alm W KHr-k P8 Dh mr
C •C DMdmorwdaQwNty
GM to wee
Calm H. SoUbm Dapo4'D�Oae
DMdm or Wqa Qu ty
May 5, 2004
Wake County
DWO Project #: 03-0981
SECOND REVISED APPROVAL of 401 Water Cuellty Cerdflostion and AUTHORIZATION
CERTIFICATE AND STREAM MITIGATION THROUGH THE NC ECOSYSTEM ENHANCEMENT
PROGRAM
Mr. Robert Haverkamp
Waterford Development
3302 Woman's Club Drive
Suite 104 MAY 1 I MN
Raleigh, NC 27612
Subject Property. Waterford- Stonewster Development i
Durham-Oman Level Road Thoroughfare project
Wake County
Dear Mr. Haverkamp;
You have our approval, In accordance with the attached conditions, to Impact up to 765 linear feet
of streams (130 feet of perennial and 635 feet of Intermittent charnels) and 0.006 acres of Isolated
wetlands for the purpose of constructing the Waterford- Stonswater development as you described In
your application dated Auguste, 2008, revised on March 5, 2004 (received March 8, 2004) with a
revision dated April 7, 2004 and a final revision dated April 213, 2004. After reviewing your application,
we have decided that this fig Is covered by General Water Quality Certification Number 3404, which
may be viewed on our websRe at hbmffftenrstikto.ne.LakoNsdands, This ca. dficadon allows you to
use Nationwide Permit Number 14 when the Corps of Engineers Issues It. In addition, you should get
any other federal, state or local permits before you go ahead with your project Including (but not limited
to) Sediment and Erosion Control, Coastal Stommater, Non - Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires
unless otherwise specified In the General Certifloation.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property Is sold, the new owner must be given a copy of this
Certification and approval letter and Is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre or Impacts to perennial streams that
exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (n• This approval shag expire when the corresponding Nationwide wide Permit expires or as
otherwise provided In the General Certification. For this approval to be valid, you must follow the
conditions Bated In the attached certification and any additional conditions gated below.
N. G Division of WaarQwrk.401 Wetltom oeetlaotloo Unit,
1650 Ma8 Service Oimat.1tdit . NC 27699.1650 (Mdttog Admna)
2321 C above BML Rated^ NC 27604.2260 a 000tlm0
[phone] 0ooe). 9194334899 elo0. ptltQllh2osar�0ab ac at/ocwetlmda
�-
LtILTIJ

Conditions of Certification:
1., Upon completion of all work approved vuifftn the 401 Water Quality Certification, and any
subsequent modifications, the applicant'Is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mall
SeMce Center,Raleigh,NC,27699-1650.
2: Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, streams and protective buffers in order to assure compliance for future wetland, •
water and buffer Impact These mechanisms shall be put In place prior to impacting any
wetlands or streams approved for Impact under this Certification.A sample deed notification
can be downloaded from the 401/Wetiands Unit web site at
pttc://h2o.enr.state,nc.us/ncweflands.
3. The on-site stonnwatermanagement plan approved by the Town of Cary as transmitted to
DWO in the October 20,2003 letter from Donald Sever(Chas.H.Sells,Inc.)and any of its
- subsequent modifications as long as those modifications are also approved by the Town of
Cary is hereby.approved for this project with respect to providing'on-site stomiwater
management from this project
4. Durham-Green Level Road shall be realigned to follow the general alignment shown on the -
March 5,2004 revised plan and as shown on the April 7,2004 submittal.This alignment may
be modified slightly without additional written DWO approval so long as no additional stream
or wetland Impacts occur.
5. Since impacts to perennial channels have now been reduced to less than 150 linear feet with
the April 26,2004 revision, compensatory stream mitigation will hfbe required by the NC
Division of Water Quality. By copy of this approval, the Division hereby notifies the NC
Ecosystem Enhancement Program of this change. However please be aware that the US
Army Corps of Englneeis may still require compensatory mitigation for this project. '
6. The isolated wetland impacts are deemed permitted In accordance with 15A NCAC 2H.1300
since they are less than 1/10 acre. -
Violations of any condition herein set forth may result in revocation of this Certification and may
result In criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 Permit.
If you do not accept any of the Conditions of this certification,you may ask for an adjudicatory
• hearing. You must act within 60 days of the date that you receive this letter. 'To ask for a hearing,
send a written petition,which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings,P.O.Box 27447,Raleigh,N.C.27611-7447. This certification and
its conditions are final and binding unless you ask for a healing. •
•
•
•

This letter completes the review of the Division of Water Quality under Secdon 401 of the Clean
Water Act If you have any questions, please telephone John Domey at 919. 733.1766 or Steve
Mitchell at our Raleigh Regional Office at 571 -4700.
Sincerely;
Attachments �� J
cc: Andrea Wade, Corps of Engineers Raleigh Office
Raleigh DWO Regional Office
File copy
Central Flies
Kevin Martin; Soil and Environmental Consultants
Todd Preuninger, Soil and Environmental Consultants
Tim Balley, Town of Cary
Mohammed Mahjoub, NC Department of Transportation
John Holley, DLR Raleigh Regional Office
Scott Johnson, Waterford Development, Inc.
Don Sever, Chas. H. Sells, Inc., 15300 Weston Parkway, Suite 108, Cary, NC 27513
Ross Massey; Chas. H. Sells, Inc., 15300 Weston Parkway, Suite 106, Cary, NC 27513
Deborah Sawyer, Ecosystem Enhancement Program

Mitigation Credit Reservation Confirmation Letter
Statement of Availability
November 7, 2013
NC Division of Resources U.S. Army Corps of Engineers
401 Unit Raleigh Regulatory Field Office
1650 Mail Service Center 3331 Heritage Trade Center, Suite 105
Raleigh, NC 27699 -1650 Wake Forest, NC 27587
Re: Reservation of Compensatory Mitigation Credits
Project: The Plaza at Stonewater (Stonewater F -1)
Corps AID #:
DWQ Proj #:
This document confirms that WOF, LLC (Applicant) has reserved for purchase 0.03 riparian
wetland mitigation credits from the Cripple Creek Stream & Wetland Mitigation Bank.
Restoration Systems (RS) attests to the fact that 0.03 riparian wetland mitigation credits are
currently available for immediate transfer from its Official Bank Credit Ledger to Applicant and
that as of this date RS has placed 0.03 riparian wetland mitigation credits into "no- sale " -
reservation status under the name of the project referenced on this document (Project).
These 0.03 riparian wetland mitigation credits will remain in reservation status until payment in
full is received from the Applicant, resulting in the issuance of a Credit Transfer Certificate by RS
acknowledging that the applicant has fully secured credits from the bank and RS has accepted
full responsibility for the mitigation obligation requiring the credits. If RS does not receive
payment in full for the Mitigation Credits within thirty (30) prior to the initiation of Project
construction, RS has the right to terminate this Reservation Letter, in which case RS will have no
further obligation to provide mitigation credits to the Applicant.
Stonewater - Compensatory Mitigation - RS - Page 1

RS will issue the Transfer Certificate within ten (10) days of receipt of the Purchase Price. RS
shall provide to Applicant the Transfer Certificate debiting credits from the Bank Official Credit
Ledger showing the permit number and the resource type secured by the applicant, and will
send an a copy of the Transfer Certificate with an updated Official Credit Ledger to regulatory
agencies showing the proper documentation.
If any questions need to be answered, please contact me at 919 - 334 -9119
Best regards,
74" Drags
Tara Disy Allden
Regulatory Manager
Restoration Systems, LLC
Stonmrder- Compmsatory Wigation - RS - rage 2

Reference to the Department of Army Corp of Engineers 33 CFR Parts 332 and Environmental
Protection Agency 40 CFR Part 230 Compensatory Mitigation for Losses of Aquatic Resources:
the Final Rule.
• 332.8 Section (R) Use of Credits: the district engineer will determine the number and
type of credits required to compensate for the authorized impacts, the sponsor must
provide the permit applicant with at statement of credit availability. (this is the
Reservation Letter)
• Section (1)(3)lf use of a mitigation bank or in -lieu fee program is approved by the district
engineer to provide part or all of the required mitigation for a DA permit, the Permittee
retains the responsibility for providing the compensatory mitigation until the
appropriate number and resource type of credits have been secured from the sponsor
and the district engineer has received documentation that confirms that the sponsor
has accepted the responsibility for providing the required compensatory mitigation. This
documentation must consist of a letter or form signed by the sponsor, with the permit
number and a statement indicating the number and resource type of credits that have
been secured from the sponsor. (this is the Transfer Certificate)
• 332.3: (K) Permit Conditions: the compensatory mitigation requirements for a DA
permit, including the amount and type of compensatory mitigation must be clearly
stated in the special conditions of the individual permit or general permit
verification. The special conditions must be enforceable.
stonewater — CompematM nTngawn - xs - Page 3

IMPACT MAPS
THE PIAZZA AT STONEWATER
NOTES: 1) SURVEY INFORMATION & WETLAND MAPPING PERFORMED BY
WSP SELLS FROM FIELD DELINEATION BY SOIL AND ENVIRONMENTAL CONSULTANTS.
SHEET LIST:
COVER
1 -0 OVERALL SITE PLAN /EXHIBIT
1 -1 IMPACT 1 SITE PLAN
1 -2 IMPACT 2 SITE PLAN
1 -3 IMPACT 3 SITE PLAN
LEGEND:
JURISDICTIONAL WETLANDS (EXISTING)
WETLAND IMPACT
® CHANNEL IMPACT
® TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 1
TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 2
Basin Area Calculations
Post-
Area: Post AP 1/2
D
Description:
Area (SF)
Acres
Impervious
D
JW
Roadway
201,700
4.630
Driveway
76,367
1.753
Parking Lot
0
0.000
Roof
321,980
7.392
Sidewalk
81,325
1.867
-
0
0.000
Total
681,372
15.642
Pervious
VICINITY MAP (NTS)
N/A
Lawn
910,490
20.902
Man. Pervious
349,856
8.032
Forest
0
0.000
Natural Wetland
0
0.000
Riparian Buffer
175,003
4.018
Open Water
0
0.000
-
0
0.000
Total
1,435,349
32.951
BMP Area
0
0.000
BMP Area Water
28,600
0.657
Total Area
2,145,321
49.250
% Impervious
3L76%
Basin Weighted
EXISTING FNVIRnNMFNTAL INVFNTnRY
TYPE
AREA
S1 TE
JORDAN LAKE WATER
SUPPLY WATERSHED BUFFER
O 4
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=m
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EXISTING FNVIRnNMFNTAL INVFNTnRY
TYPE
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JORDAN LAKE WATER
SUPPLY WATERSHED BUFFER
JORDAN LAKE WATER
F72
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833
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N/A
N/A
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1,308
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442
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N/A
N/A
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4,297
0.10
WA
WA
JW
175
0.004
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N/A
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IMPACT
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LOCATION
FT
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Z1 F12
Z2
Z3
1
JW
833
0.019
N/A
N/A
N/A
N/A
2
CH
145
0.003
31
1,956
1,427
N/A
3
JW
442
0.01
N/A
N/A
N/A
N/A
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LEGEND
JURISDICTIONAL WETLANDS (EXISTING)
WETLAND IMPACT
® CHANNELIMPACT
® TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 1
TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 2
EXISTING IMPACT (AFTER THE FACT PERMIT
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WITH TEMPORARY SEDIMENT TRAP.
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WETLAND IMPACT
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0 20 40 80
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ZONE 2 = 1,427 SF (0.033 AC)
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LEGEND: � ;• k. / J , / // / /�(�'/ // // / // / /, // // /
JURISDICTIONAL WETLANDS (EXISTING) 1410-76 S
WETLAND IMPACT
GRAPHIC SCALE
® CHANNEL IMPACT 0 10 20 40
® TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 1
TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 2 ( IN FEET )
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LEGEND
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TOC JORDAN LAKE WATER SUPPLY WATERSHED BUFFER IMPACT ZONE 2
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1 -3

401 WQC /Buffer Application
To: Cherri Smith, Raleigh Regional Office
From: Webscape Unit, Central Office
Date:
11/21/2013
DWR M
030981 V3
Project Name:
Piazza at Stonewater
County:
Chatham
60 -day Processing Time: 11/19/13 — 1/18/13
® Please review attached application /additional information.
❑ This is an Individual Permit and will be issued out of the Central office.
❑ This is a "Courtesy Copy" and is located in laserfiche.
® A copy of the application /stormwater has been given to Boyd for review.
❑ Restoration Project NOT for mitigation (issued by RO). A copy has been
given to Eric.
❑ Non -EEP mitigation project (issued by RO). A copy has been given to Eric.
❑ EEP full delivery project (issued by RO). A copy has been given to Eric.
❑ EEP design -bid build project (issued by RO). A copy has been given to Eric.

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PROJECT #: 13 -40024 DATE: 07/11/13
DRAWN BY: MB CHECKED BY: ET
TITLE
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SEWER PLAN
& PROFILE
SHEET
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CURVE TABLE
CURVE
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LENGTH
DELTA
BEARING
DISTANCE
Cl
1450.00
36.77
1'27'11"
S06'38'07"W
36.77
C2
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3.17
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3.17
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935.83
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1 100.56
1 6 °34'11"
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1 100.51
URBAN TRANSITION BUFFER
VEGETATIVE TOP OF BANK
LINE TABLE
LINE
LENGTH
BEARING
Ll
89.55
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L2
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7,
PROJECT NAME: STONEWATER SF I TRACT
PROPERTY OWNER: WOF LLC
150 TOWERVIEW CT.
CARY, INC 27513
TOTAL PROJECT AREA: 49.25 AC
TOTAL UNITS: 85 UNITS
DENSITY: - 1.73 DU/AC (GROSS)
SETBACKS:
FRONT: 20'
CORNER: 18!
SIDE AGGREGATE: 15!
SIDE MINIMUM: 5'
REAR: 30'
ZONING: STONEWATER PDD
OVERLAY ZONING DISTRICT: WATERSHED PROTECTION OVERLAY - JORDAN LAKE
LAND USE: LDR
PIN: # 0726631161
REAL ID: 0019950 (CHATHAM)
TOTAL LENGTH OF PROPOSED STREETS:
PUBLIC: 6,730 LF
PROPOSED AREAS:
IMPERVIOUS:
ROADS/PAVEMENT:
4.63 AC
SIDEWALK:
1.86 AC
DRIVEWAY APRONS:
1.75 AC
LOT IMPERVIOUS:
7.39 AC
TOTAL IMPERVIOUS:
15.63 AC
OPEN SPACE:
REGULATORY: 7.8 AC
NON-REGULATORY: 25.82 AC
TOTAL AREA. 49.25 AC
RECREATION AREAS: 0.30 AC.
DISTURBED AREAS (INFRASTRUCTURE ONLY) 27.4 AC.
MIN. LOT AREA: 12,000 SF
PROJECTED PHASES: 2 PHASES
BUILDOUT YEAR PROJECTION: 2016
"lTr'ft_%_mTQr-M
1. THE PROPERTY IS CURRENTLY VACANT.
2. THE PROJECT IS IN THE JORDAN LAKE BASIN AND WILL COMPLY WITH THE
RESERVOIR WATERSHED PROTECTION BY WAY OF BMIPs APPROVED FOR USE BY
THE TOC AND NCDENR BMP MANUAL.
3. PROPERTY BOUNDARY PROVIDED BY WSP SEE EXISTING CONDITIONS SURVEY
SHEETS C0.1.
4. ALL WORK MUST COMPLY WITH NC BUILDING AND HANDICAPPED ACCESSIBILITY
CODE VOL. 1C.
5. ALL SIGNING AND PAVEMENT MARKINGS AT TIME OF SITE/CONSTRUCTION PLAN
APPROVAL SHALL MEET MUTCD CRITERIA.
6. EACH LOT HAS A MAXIMUM IMPERVIOUS AREA AS NOTED ON SHEET C4.0.
7. NORTH CAROLINA STATE BUILDING (CODE REQUIRES THAT DECKS WITH A FIRE
SEPARATION DISTANCE OF LESS THAN TWO FEET SHALL HAVE NOT LESS THAN A
ONE-HOUR FIRE-RESISTIVE RATING WITH EXPOSURE FROM BOTH SIDES."
8. LOCATION OF DRIVEWAYS WHERE SIGHT LINE ARE LOCATED ALONG THE
PROPERTY FRONTAGE NEED TO BE CONFIGURED TO ALLOW AT A MINIMUM 18! OF
DRIVEWAY TO BE LOCATED OUTSIDE OF SIGHT LINE EASEMENTS SO THAT PARKED
VEHICLES DO NOT OBSTRUCT SIGHT LINES.
13 - S B - 0 10
HTE#: 14-0036
APPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
PLANNER Date
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PROJECT P 1340024 DATE: 07/11/13
DRAWN BY: CHECKED Br. ET
TITLE
SRU144A

I, THOMAS M. GRZEBIEN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 1448, PAGE 735); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION AS SHOWN ON
THE FACE OF THIS MAP; THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000 +; AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S.
47 -30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND SEAL THIS DAY OF A.D. 20_..
PRELIMINARY MAP
THOMAS M. GRZEBIEN, P.L.S. # 4695
NOT FOR RECORDING, SALES,
OR CONVEYANCE
1, THOMAS M. GRZEBIEN, PROFESSIONAL LAND SURVEYOR # 4595, CERTIFY THAT:
THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
PRELIMINARY MI ARY MAP
THOMAS M. GRZEBIEN P.L.S.
.S. 4695
NOT FOR RECORDING, SALES
C
OR CONVEYANCE
5 0 URBAN TRANSITION N E
MEASURED FROM VEGETATIVE TOP OF
/1 2'-IPF
I, DAVID K. BRUBAKER, CERTIFY THAT THIS PROJECT WAS
N R Y AND RESPONSIBLE CHARGE FROM
COMPLETED UNDER M DIRECT
ACTUAL GROUND AND AIRBORNE SURVEYS MADE UNDER MY I,
SUPERVISION; THAT THE HORIZONTAL AND VERTICAL ACCURACIES \ If''
MEET OR EXCEED THE NATIONAL MAP ACCURACY STANDARDS; THAT I
THE DATA WAS OBTAINED IN JANUARY 2005 AND JUNE 2013; THAT
THE SURVEY WAS COMPLETED ON JULY 3, 2013; AND THAT ALL / �F-
ELEVATIONS ARE BASED ON NGVD29.
I
PRELIMINARY MAP I /�
DAVID K. BRUBAKER, P.LS. # 2968
NOT FOR RECORDING SALES,
" IPF II I
DATE OR CONVEYANCE 1/2
1
1 /I!
` WF -(1302
i
NOW OR FORMERLY
WOF, LLC
DB 1577, PG. 124
PIN: 0726 -52 -0988
GENERAL NOTES
1. BASIS OF BEARINGS: PB 2005, PG. 88 -91.
2. ALL NEW CORNERS ARE 1/2" REBAR WITH CAP.
ALL DISTANCES
A IN U.S. SURVEY FEET
A DISTANCES 3. DI S ARE HORIZONTAL GROUND DIST E
UNLESS OTHERWISE NOTED.
COMPUTATION
A H HEREON WAS COMPUTED USING THE COORDINATE
4. THE ARE SOWN
METHOD.
K
5. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION
REFERENCED ON THE FACE OF THIS PLAT.
TOPOGRAPHIC 6
A PORTION OF THE PLANIMETRIC AND OPOG PH IC LOCATION ON THIS MAP IS
BASED ON
PHOTOGRAMMETRIC MAPPING OF IMAGER Y COLLE CTED ON JANUARY 17
' SCALE MAPPING
I C
2005. THE IMAGER Y CAPTURED 5 SUITABLE TO CREATE 1" 50
AND CONTOURS AT AN INTERVAL OF 1'. THE MAPPING
MEETS NATIONAL MAP
ACCURACY STANDARDS FOR 1 " -50 SCALE MAPPING, DATA PROVIDED WHERE
THE G
CLEAR AND VISIBLE
ON E IMA ERY IS WITHIN 1.25 OF ITS TRUE
POSITION. ALL
AREAS CLEARED AND IMPROVED SINCE SEPTEMBER 19, 2005 WERE FIELD VERIFIED
DURING THE COURSE OF THIS SURVEY.
7. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A FLOOD HAZARD
AREA ACCORDING TO FLOOD INSURANCE RATE MAP 3720072600K DATED
FEBRUARY 2, 2007 PER NCFLOODMAPS.COM. THE FLOOD HAZARD BOUNDARY
SHOWN HEREON WAS SCALED IN FROM THE FIRM.
8. LOCATION OF UTILITIES, WHETHER PUBLIC OR PRIVATE, IS BASED UPON FIELD
LOCATION OF VISIBLE APPURTENANCES IN CONJUNCTION WITH INFORMATION
a PROVIDED BY THE OWNERS OF SAID UTILITIES AND IS APPROXIMATE ONLY. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION PRIOR TO
o COMMENCEMENT OF ANY CONSTRUCTION. WSP CANNOT ASSUME RESPONSIBILITY
FOR MISIDENTIFICATION OR OMISSION OF UNDERGROUND UTILITIES. DUE TO OSHA
REQUIREMENTS PERTAINING TO CONFINED SPACE ENTRY, PIPE SIZES, INVERT
ELEVATIONS, ETC., WILL ONLY BE PROVIDED IF FIELD PERSONNEL ARE ABLE TO
o OBTAIN WITHOUT BREAKING THE PLANE OF THE TOP OF THE STRUCTURE.
U
0
9. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
3 10. THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN
v
c PREPARED IN CONFORMITY WITH NORTH CAROLINA STANDARDS, G.S. 47 -30, AND
M REQUIREMENTS OF LAW, BUT A NORTH CAROUNA LICENSED ATTORNEY -AT -LAW
m SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP, WIDTH, AND LOCATION
o OF EASEMENTS AND OTHER TITLE QUESTIONS REVEALED BY TITLE EXAMINATION.
11, STREAM BUFFERS SHOWN HEREON ARE BASED ON THE LOCATION OF VEGETATIVE
>1 TOP OF BANK AND WERE APPROVED BY THE TOWN OF CARY ON JUNE 28, 2013.
12. EXISTING RECALIMED WATERLINE SHOWN HEREON PER A SURVEY BY WSP SELLS
N ENTITLED "AS -BUILT SURVEY, CAROLINA PRESERVE, PHASE 3" DATED JANUARY 19,
T 2010.
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TST #6 CONCRETE RISER
TOP CONC: 274.14'
NORMAL POOL (6.5" ORIFICE): 269.98'
6" DIP GATE VALVE: 264.40'
INVERT OUT (24" RCP): 263.96'
OUTFALL INVERT: 262.96'
24" HDPE
NV: 256.74'
RIP -RAP FOR TST #6 EMERGENCY SPILLWAY EXTENDS
1/2" IPF w/ CAPS BEYOND PROPERTY LINE
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NOW OR FORMERLY
HOWARD LLC
DB 1516, PG. 525
PIN: 0726 -63 -2708
TST #5 CONCRETE RISER
TOP CONIC: 267.79°
NORMAL POOL (6.5" ORIFICE): 263.89'
6" DIP GATE VALVE: 258.47'
INVERT OUT (24" RCP): 257.84'
OUTFALL INVERT: 256.32'
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STORM TABLE (STRUCTURE NUMBERS DO NOT CORRE5PON'i TO AN EXISTING SITE PLAN)
FROM (LOWER)
TO (UPPER)
LENGTH (FT)
PIPE SIZE
LOWER INVERT
UPPER INVERT
SLOPE( %)
RIM (UPPER)
NOTES
FES #1
Cl #2
25.1
24" RCP
305.59
306.1
2.0%
310.66
UPPER INV. IS APPROX.
CI #2
CI #3
137.3
18" RCP
306.1
306.62
0.4%
311.31
LOWER INV. IS APPROX.
Cl #3
CI #9
27
18" RCP
306.71
306.88
0.6%
312.65
CI #9
CI #10
15.2
15" RCP
307.47
308.25
5.1%
313.73
P``�
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CI #2
Cl #4
134.65
15" RCP
306.28
306.96
0.5%
311.52
CI #4
Cl #5
155.37
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307.36
308.26
0.6%
313.01
z
YI #6
Cl #7
43.35
15" RCP
309.89
310.31
1.0%
314.22
YI #8
-
-
15" RCP
318.22
-
-
-
OUT TO STONEWATER GLEN
YI # 16
YI# 15
31.19
1 18" RCP
307.73
308.14
1.3%
312.22
YI# 15
Cl #11
29.89
1 18" RCP
308.29
308.71
1.4°fo
313.17
CI #11
Cl #12
104 -06
1 15" RCP
308.90
309.49
0.6%
313.51
CI #12
Cl #13
101.03
1 15" RCP
309.72
310.45
0.7%
314.42
SEWER TABLE (5TRUCTURE NUMBERS DO NOT CORRESPOND TO AN EXISTING 51TF PLAN)
FROM (LOWER)
TO (UPPER)
LENGTH
PIPE SIZE
LOWER INVERT
UPPER INVERT
SLOPE( %}
RIM(UPPER)
NOTES
-
SM #1
-
-
248.86
-
269.55
SM #1
SM #2
133.37
12" PVC
248.95
249.34
0.3%
260.89
SM #2
-
249.60
-
-
-
TROUGH INV. IN
\ / \2\ \ , ASS- ---.__ _- _ • ` - ,,. ...._
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GENERALLY RUNS BETJ9DE THE F0
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NOW OR FORMERLY
UNITED STATES OF AMERICA
( DEED REFERENCE)
PI \ O'Keil
PIN: 9795 -18 -6724 ¢� � Y ehd SITE L�
6 pP2
TST #8 CONCRETE RISER (LEANING) c Rd,
TOP CONC: 273.99' Green Level Church Rd.
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NORAMAL POOL IN: 252.31' \ Durham Rd.)
j SKIMMER (12" DIP): 246.86' pi a!( D
INVERT OUT (30" RCP): 246.91'
E INVERT: 246.06' 1 D(893573OS 100.84' ' McCrimmon Pkwy. 55
OUTFAC
(E ACROSS RAW) �\ \
E (C.O.E. #6180) 3/4" IPF w/ CAP 3/4" IPF w/ CAP °� er Fir Carpenter
o _ 237.39' �/ GRADING FOR TST #8 EXTENDS C eH y e Station Rd.
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MAP REFERENCES
8 BLANKET UTILITY, ACCESS, AND
✓i �- 1 1
\ PB 2001, P� 252 SIGN EASEMENTS
PB 2003, G. 7 DB 1242, PG. 397
2003
PB
FG. 37
(NOT PLOTTABLE)
PB 2005, PG. 88 -91
30' STR DECLARATION OF COVENANTS,
r
ZONING CONDITIONS AND RESTRICTIONS
17 FOR STONEWATER SUBDIVISION:
\ DB 1328, PG. 662
CARY CLASSIFICATION: PDDMajor (NOT PLOTTABLE)
­4 PRIMARY BENCH MARK
! NGS 'HOFiSON'
ELEVATION (NGVG29): 335.51'
Z U LEGEND
j ARV OW AIR RELEASE MANHOLE
\' doh J ASPHALT GREENWAY Ln
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6
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\ - A - -- A - - -A FLOOD HAZARD BOUNDARY (SEE GEN. NOTE #7)
GAS LINE PAINT MARKS /PIN FLAGS (BY OTHERS)
GAS A GAS TEST VALVE
290 12 C- GUY WIRE
1301
IPF® IRON PIPE FOUND
LANDSCAPING
4-e, I- ,- _______� � � O 3;• LIGHT POLE
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
��_ _-- "-J- -- - - - - - - - -- -' - RECLAIMED WATERLINE (SEE GEN. NOTE #12)
IRO RECALIMED WATER SPRINKLER CONTROL
j I ✓/' sus 10 ®
RECALIMED WATER METER
RV a RECAUMED WATER VALVE
R/w RIGHT -OF -WAY (NOT SURVEYED)
\'IN 14.0 :' U /\ I �� O __ _ _ _.. . _ RIP RAP
�� SS SEWER LINE
/
�77SEWER MANHOLE
P / /, / lI I GRASS (
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\ _ SPED UMITO SIGN
STONEVW/ R /tv 292.8'+ SPOT ELEVATION
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i 1 ' �J R /tv - TREE LINE
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'' -'---- PP ® UTILITY POLE
-- --- - -- --- UNDERGROUND ELECTRIC PAINT MARKS (BY OTHERS)
WATER LINE PAINT MARKS (BY OTHERS)
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LINE TABLE
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LENGTH
BEARING
L":
9.
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S68 °48'44" W
L2
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67. 0
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L,:
119.78
(34'39'27 "E
L4 L4
4 .
8 20
S52 °36'08 "W
L
62.31
N3T39'23 "W
L6,
194.88
N07'01'25 "W
L7
204.77
N27'03'07 "E
LE
126.13
N47- 52'35 "E
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
BEARING
DISTANCE
Cl
1450.00
36.77
1 °27'11"
(06'38'07 "W
36.77
C2
906.03
3.17
0'12'01'°
S11°57'39 "W
3.17
C3
1150,OC
963.79
48'01'05"
N61'39'55 "W
935.83
C4
877.02
100.56
6 °34'11"
N40'56'29 "W
100.51
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S�£ 100' PUBLIC R/W
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APPROVED BY THE TOWN OF CARY
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15401 Weston Parkway
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Date
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15401 Weston Parkway
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Cary, NC 27513
(919) 678 -0035
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