20071503 Ver 4_401 Application_20121112

D-3 0�
coEngin I eering
A division of The John R. McAdams Company, Inc.
LETTER OF TRANSMITTAL
To: Ms. Karen Higgins
NC Division of Water Quality
Wetlands & Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699,
Re: GC 3890 / IWGP 100000
Date: November 2, 2012
REGULAR MAIL
Job No.: KRG -12000
Parkside Town Commons \
EXP 07 -1503 / EXP 07 -1503 v2) AAED
I am sending you the following item(s):
Y
COPIES
DATE
NO.
DESCRIPTION
1
CD with files of submittal
1
check for $570.00
5
letters, agent authorization forms, submittal checklists
5
PCN Forms, maps
2
Coutesy Copies of SW Management Plan
These are transmitted as checked below:
❑ As requested ❑ For your use
® For approval ❑
® For review and comment ❑
Remarks: Project ted with re- authoirzation of previous permits. A pre - application meeting was held
most recently on h Mr. Ian McMillan and Ms. Periann Russell of DWQ.
Copy to:
NOV p
Signed:
Kevin Yates
Senior Envir
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
❑ Copy Entire Document to File
2905 Meridian Parkway, Durham, North Carolina 27713
Scientist

o�oF w A rFROc
' jrw
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 17
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: NWP 39 / GC 3890 or General Permit (GP) number: 100000
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 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:
Parkside Town Commons
2b.
County:
Wake
Cary
2c.
Nearest municipality / town:
2d. Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
KRG /PRISA II Parkside, LLC
3b.
Deed Book and Page No.
DB: 12336 Page: 1739 / DB: 12360 Page: 2055 / DB: 12716 Page: 2269
3c.
Responsible Party (for LLC if
applicable):
David George, PE Kite Realty Group
3d.
Street address:
30 S. Meridian Street
3e.
City, state, zip:
Indianapolis, IN 46204
3f.
Telephone no.:
(317) 577 -5600
3g.
Fax no.:
(317) 577 -7879
3h.
Email address:
dgeorge @kiterealtygroup.com
Page 1 of 17
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:
Kevin Yates
5b.
Business name
(if applicable):
EcoEngineering - A division of The John R. McAdams Company, Inc.
5c.
Street address:
P.O. Box 14005
5d.
City, state, zip:
Research Triangle Park, NC 27709
5e.
Telephone no.:
919- 361 -5000
5f.
Fax no.:
919 - 361 -2269
5g.
Email address:
[e-mail]
Page 2 of 17
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):
(PIN #s: 0736327647, 0736233947, 0736233114, and
0736147497)
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.7462785 N Longitude: - 78.8897036 W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
123.36 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Kit Creek
2b.
Water Quality Classification of nearest receiving water:
WS-IV; NSW
2c.
River basin:
Cape Fear 03030002
Page 3 of 17
PCN Form —Version 1.3 December 10, 2008 Version

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
The subject property is a 123.36 acre assemblage of land (PIN #s 0736327647, 0736233947, 0736233114,
and 0736147497) located at 5020 NC 55 Highway adjacent to the east of the intersection of NC 55
Highway and O'Kelly Chapel Road in Cary, North Carolina. The majority of the subject property is
forested with limited cleared areas. The subject property also contains remnants of residential structures
and a concrete footprint pad associated with the former location of a Wake County Emergency
Management System broadcast tower and equipment building. The site is otherwise undeveloped with
the central portion of the property having been clear -cut or select -cut for loblolly pin and hardwood
species at least twice within the past 40 years by previous land owners. The south - central portion was
most recently timbered in early 2003.
The property is located within the Triassic Basin, a unique geologic area of the eastern Piedmont Region
of North Carolina. The Soil Survey of Wake County, North Carolina (Soil Conservation Service, 1970)
lists the soils within the subject property area as Creedmoor sandy loam, White Store sandy loam,
gullied land (Figure 2). The proposed project drains to Kit Creek, a tributary of the Cape Fear River
Basin and a designated WS- IVNSW, and subject to the Jordan Lake Watershed Rules and Town of Cary
Urban Transition Buffer (UTB) Rules.
Most recently, EcoEngineering conducted a stream and wetland delineation for possible jurisdictional
wetlands, streams, and associated buffers located on the subject property, during the month of May,
2012. The determination consisted of a review of natural resource information sources and an on -site
inspection of the subject property. The objective of the on -site inspection was to delineate jurisdictional
"waters of the U.S." as defined by the U.S. Army Corps of Engineers (USACE), "waters of the state" as
defined by the North Carolina Department of Environment and Natural Resources — Division of Water
Quality (DWQ), and identify waters subject to the Town of Cary Urban Transition Buffer (UTB) Rules.
Based upon on an on -site concurrence meeting conducted with Mr. George Buchholz of EcoEngineering
and USACE representative James Lastinger, and DWQ representative, Mr. Ian McMillan, conducted on
September 6, 2012, there was a significant reduction of the extent of jurisdictional waters of the US and
isolated waters of the State, relative to the most recent Jurisdictional Determination conducted in 2005.
Per the most recent 2012 concurrence meeting and official JD maps, the subject property now contains
0.05 acre of jurisdictional (404/401) riparian wetlands, and 240 linear feet of jurisdictional (404/401)
intermittent stream features within the subject property regulated by both the US Army Corps of
Engineers (USACE - 404) and NC Division of Water Quality (DWQ -401). The subject property
contains 0.08 acre of isolated wetlands and 847 linear feet of isolated intermittent stream features. Since
these waters were deemed isolated they are regulated only by DWQ (Figure 3 /Figure 3 w. Aerial).
Land use within the vicinity of the project is a mix of multi - family, single - family residential, office, and
forested areas, with the CSX railroad running parallel to the eastern property boundary. Research Triangle
Park is just east of the proposed project.
Page 4 of 17
PCN Form — Version 1.3 December 10, 2008 Version

3b. List the total estimated acreage of all existing wetlands on the property:
404/401 Wetlands: 0.05 acres / Isolated Wetlands: 0.08 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2401f of jurisdictional (404/401) intermittent stream
8471f of isolated intermittent stream channel
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide a consolidated mixed -use residential, retail, commercial, and office
development to serve the Research Triangle Park region of western Wake and southern Durham counties.
Page 5 of 17
PCN Form —Version 1.3 December 10, 2008 Version

3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project, Parkside Town Commons, is a 123 -acre project which will ultimately consist a mix of
residential, apartments, office as well as big box retailers, junior anchors, retail shops and outparcels, along
with the associated infrastructure, utility, and stormwater management improvements. Proposed for
construction at this time is Phase 1 of the project only, which consists of a Target store and several
commercial /retail buildings, along with the necessary street /parking /sidewalk/utility infrastructure (Figure 4).
Also proposed for construction as part of Phase 1 are the offsite roadway improvements to the NC Highway
55 corridor and the extension of O'Kelly Chapel Road through the project (Figure 4: Insets 1 -4)
Jurisdictional and isolated streams and wetlands do exist within the project area, and while it is the intent of
the applicant to avoid significant impacts to wetlands, streams or other environmentally sensitive features,
there are proposed impacts to 40 linear feet of jurisdictional 404/401 perennial stream, 168 linear of isolated
intermittent streams, and 0.08 acre of Isolated Wetlands. However, the currently proposed impacts have been
greatly reduced from the previously proposed impacts of 0.64 acres of isolated wetlands, 0.32 acres of open
water, 127 if of isolated perennial stream channel, 1,035 if of isolated intermittent stream, and 56 if of
intermittent stream permitted in 2007. The proposed project will require a Stormwater Management Plan,
which will provide nutrient removal and provide a minimum 85% TSS Removal for all impervious surfaces.
Since the Town of Cary is a delegated authority for NC DWQ Stormwater Management Plans, the review and
approval of the SWMP is part of the Town of Cary review process.
Inset 1: Primary site access will be provided by constructing an extension of O'Kelly Chapel Road that will
connect at the existing intersection of NC Hwy. 55 and O'Kelly Chapel Road to the west and will cross the
site to connect with the existing intersection of Louis Stephens Road and Little Drive to the east. The new
roadway alignment will cross the CSX railroad that runs parallel to the eastern property boundary. Other
roadway improvements include widening O'Kelly Chapel Road at the Hwy. 55 intersection to accommodate
thru lanes and turn lanes entering the proposed project, as required by the Town of Cary and the NC
Department of Transportation (NCDOT). Although there is a retaining wall proposed to minimize stream
impacts, there is 40 linear feet of proposed impacts to perennial stream "A" associated with an existing
culvert extension at this location (Inset 1). It is proposed to widen O'Kelly Chapel Road from two lanes to
four lanes from Hwy. 55 and further west, however, this is dependent on increased traffic at an unknown
point in the future. If the roadway design and widening was required at this time, any additional stream
impacts would be included with this current application. This portion of road widening along O'Kelly
Chapel Road is not currently required, so there are no proposed impacts at this time.
Insets 2 & 3:
To provide safe access to the rear portion of the project for emergency vehicles, there is a roadway, Markham
Vista Drive, and retaining wall proposed running parallel to the CSX railroad easement. There are impacts of
99 linear feet to isolated intermittent stream "SG ", 53 linear feet to isolated intermittent stream "SH ", and
0.08 acre of impact to isolated wetland "WE ". Although a retaining wall is proposed in this location and
minimizes stream impacts, its primary purpose is to avoid encroaching into the CSX railroad easement.
These isolated stream and wetland areas proposed for impact are low quality Triassic headwater systems,
relative to other aquatic habitat in the region.
Inset 4: There are 16 linear feet of proposed impacts to isolated intermittent stream feature "ST' associated
with a minimal amount of clearing and grading associated with the installation of a retaining wall on the
backside of the major anchor building. The grading is a minimum to safely install the retaining wall, while
allowing access to the rear of the building and minimizing impacts to the stream feature and riparian buffer.
Typical construction equipment will be used such as a long -arm track -hoe, front end loader, pavers, cranes,
and bush hog for the initial clearing.
Page 6 of 17
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: EcoEngineering
Name (if known): Kevin Yates
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A USACE jurisdictional determination, for the subject property, was issued by Mr. Jamie Shern, of the
USACE on September 15, 2005, and has since expired on September 15, 2010 (AID No. 2005- 21328). A
DWQ Intermittent /Perennial Stream Determination, for the subject property, was issued on October 14,
2005, and has since expired on October 14, 2010 (IPRRO 05 -020). A revised and approved USACE
jurisdictional determination was most recently approved on October 29, 2012 by Mr. James Lastinger
(SAW - 2012 - 01576, enclosed).
5. Project History
5a. Have permits or certifications been requested or obtained for
N Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
A USACE 404 Nationwide Permit (NWP) (14) (AID 2005- 21328) was issued on December 27, 2007,
authorizing impacts to 61 linear feet of intermittent stream channel and 0.32 acres of adjacent open
water impact associated with the proposed development within the subject property. Another NWP 39
(AID 20070417 1) was issued on June 14, 2009, for permanent impacts of 11 if of important stream
channel and temporary impacts of 35 if of important stream channel, associated with offsite roadway
improvements along O'Kelly Chapel Road.
A DWQ 401 Water Quality Certification 3627, and Isolated Wetlands General permit (IWGP100000)
(EXP 07 -1503) were issued on September 17, 2007, authorizing impacts of 56 linear feet of
intermittent stream channel, 0.32 acres of open water, 0.64 acres of isolated wetlands, 1,035 linear feet
of isolated intermittent stream channel, and 127 linear feet of isolated perennial stream channel
associated with the proposed development within the subject property. Another DWQ Water Quality
Certification 3705 was issued on April 30, 2009 for offsite roadway impacts on O'Kelly Chapel Road
of 51 linear feet of perennial stream. Both USACE (404) and DWQ (401) permits have since expired;
and are part of this current application. Previous permits enclosed.
A pre - application meeting was held most recently on August 22, 2012, with Mr. Ian McMillan and
Ms. Periann Russell of DWQ, and Mr. James Lastinger of the USACE to discuss the history of the
project and re- authorization of previous permits.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The construction of the proposed project is phased, however, all on -site impacts and a portion of the off -
site roadway impacts are being applied for under this current permit application. The only impacts not
being applied for at this time are possible stream impacts associated with the widening of O'Kelly Chapel
Road to the west of NC Hwy. 55. It is proposed to widen this portion of O'Kelly Chapel Road from two
lanes to four lanes, however, this is dependent on increased traffic at an unknown point in the future. If
the roadway design and widening was required at this time, any additional stream impacts would be
included with this current application. This portion of road widening along O'Kelly Chapel Road is not
currently required, so there are no proposed impacts at this time.
Page 7 of 17
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 number
Type of jurisdiction
— Permanent (P) or
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Temporary T
if known
DWQ — non -404, other
acres
Inset 3
Isolated Wetland "WE"
Fill
Riparian
Yes
DWQ (Isolated)
0.08
Permanent
DWQ only: 0.08
2g. Total wetland impacts
TOTAL: 0.08 ac
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 impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
- Permanent (P) or
(PER) or
(Corps - 404, 10
stream
length
Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
Inset 1
Culvert
Stream "A"
® Corps
Off -site Stream A"
Extension /
UT Kit Creek
Perennial
® DWQ
4
40
Perm.
Fill
Inset 2
On -site
Fill
Stream "SG"
Isolated
® DWQ
3
99
Perm.
UT Kit Creek
Intermittent
Inset 3
On -site
Fill
Stream "SH"
Isolated
® DWQ
2
53
UT Kit Creek
Intermittent
Perm.
Inset 4
On -site
Fill
Stream "SJ"
Isolated
® DWQ
5
16
Perm.
UT Kit Creek
Intermittent
Total 404/401:
401f
3h. Total stream and
tributary impacts Total Isolated (DWQ only): 1681f
3i. Comments: Total Stream Impacts: 208 If
Page 8 of 17
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 individually list all open water impacts below.
4a.
Open water
impact number
— Permanent
(P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4L Total open water impacts
N/A
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com lete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
N/A
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 9 of 17
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 El Tar-Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
B1 ❑P ❑T
El Yes
❑ No
132 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: The Town of Cary is a delegated authority for the Jordan Lake Watershed Rules and will be reviewing
all riparian stream buffer impacts.
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.
Stream, wetland, and riparian buffer impacts have been avoided to the greatest extent practicable, while achieving a
successful project. While it is the intent of the applicant to avoid significant impacts to wetlands, streams or other
environmentally sensitive features, there are proposed impacts to 40 linear feet of jurisdictional 404/401 perennial
stream, 168 linear of isolated intermittent streams, and 0.08 acre of Isolated Wetlands. However, the currently
proposed impacts have been greatly reduced from the previously proposed impacts of 0.64 acres of isolated wetlands,
0.32 acres of open water, 127 if of isolated perennial stream channel, 1,035 If of isolated intermittent stream, and 56 if
of intermittent stream permitted in 2007. The currently proposed impacts of 168 linear feet of isolated stream and 40
linear of jurisdictional stream is an 83% reduction in overall stream impacts and the proposed isolated wetland impacts
of 0.08 acre is an 87% reduction in overall wetland impacts. While some of the avoidance and minimization of stream
and wetlands can be attributed to the most recent jurisdictional re- evaluation, the remainder is due to a re- design of the
site layout which avoids and minimizes impacts to streams features S13, SC, and SJ, specifically.
To provide access with the existing alignment of O'Kelly Chapel Road and Hwy. 55, as well allow for ingress and
egress of emergency vehicles, O'Kelly Chapel once constructed, will be the main entrance to the project.
Headwalls are proposed along the south side of O'Kelly Chapel Road at the Hwy 55 intersection, and on the western
side of the intersection to avoid impacts to jurisdictional waters stream SB and SC; and minimize impacts to Stream A
associated with offsite roadway improvements. There are 16 linear feet of proposed impacts to isolated intermittent
stream feature "SJ" associated with a minimal amount of clearing and grading associated with the installation of a
retaining wall on the backside of the major anchor building. The grading is a minimum to safely install the retaining
wall, while allowing access to the rear of the building and minimizing impacts to the stream feature and riparian buffer.
Kit Creek crosses the northern potion of the site and is a perennial stream located in the FEMA floodplain. This portion
of the property was subdivided from the Parkside project and is now placed into a conservation easement, avoiding
impacts to these areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation
as described in the Erosion Control Plan sheet reviewed and approved by the NC Division of Land Quality and
Town of Cary. All work will take place during dry conditions and can be facilitated from high, non - jurisdictional,
Page 10 of 17
PCN Form — Version 1.3 December 10, 2008 Version

stable ground adjacent to the riparian buffers. The contractor shall install silt fence, inlet protection, sediment traps,
diversion ditches, tree protection, clearing only as necessary to install these devices. All erosion and sediment
control measures will be checked for stability and operation following every runoff producing rainfall , but in no
case less than once every week. Any needed repairs will be made immediately to maintain all measures designed.
An erosion control inspections report is required and will be kept by the owner's representative.
The project will meet all relative requirements of Best Management Practices and Engineered Stormwater Control
Structures as outlined through State and Local Stormwater Rules.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑ No (Unknown at this time).
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this project?
❑ Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments: Mitigation was not previously required for the proposed project. However there were mitigation requirements
from the Corps associated with the offsite roadway improvements at O'Kelly Chapel Road. We are requesting 248 stream
mitigation credits (SMUs) to offset unavoidable impacts to isolated and jurisdictional stream channels. A copy of the NCEEP
acceptance letter will be provided once received.
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:
248 linear feet
4c. If using stream mitigation, stream temperature:
® warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 11 of 17
PCN Form — Version 1.3 December 10, 2008 Version

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: Buffer mitigation is being provided to offset impacts to the Town of Cary's Urban Transition Buffers.
Page 12 of 17
PCN Form — Version 1.3 December 10, 2008 Version

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: Stormwater management for Parkside Town Commons -Phase 1 will be
accomplished by incorporating engineered stormwater best management practice facilities
throughout the phase to capture and treat the stormwater runoff from developed areas.
Specific stormwater treatment devices that will be used are level spreaders in conjunction
with vegetated filter strips, which are designed to remove a minimum of 40% average
annual total suspended solids (TSS), and provide 30% total nitrogen and 35% total
phosphorus removal, and extended detention stormwater wetlands designed to remove a
minimum of 85% average annual total suspended solids (TSS), provide slow release (i.e. 2
to 5 days) of the difference in pre- to post - development peak runoff rate for the 1 -, 2 -, 5 -,
❑ Yes ® No
and 10 -year, 24 -hour storms, and provide 40% total nitrogen and 40% total phosphorus
removal. The stormwater wetlands will serve the dual purpose of water quality and water
quantity (ie. detention) control.
Velocity dissipaters will be provided at the stormwater management facility principal
spillway outlets to prevent erosion and scour in these areas. The dissipaters are constructed
using rip rap, underlain with a woven geotextile filter fabric. The filter fabric is used to
minimize the loss of soil particles beneath the rip rap apron. The dissipaters are sized for the
10 -year storm event using the NYDOT method. It is a permanent feature of the outlet
structures.
Page 13 of 17
PCN Form — Version 1.3 December 10, 2008 Version

2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
—74%
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, narrative description of the plan:
The proposed stormwater management plan for Parkside Town Commons -Phase 1 will be designed to protect the downstream
environment. The plan incorporates biologically based stormwater management techniques to manage both water quantity and
quality aspects of site runoff. As can be seen in this report, stormwater management for Parkside Town Commons -Phase 1 will be
accomplished by incorporating engineered stormwater best management practice facilities throughout the phase to capture and treat
the stormwater runoff from developed areas.
Stormwater management for Parkside Town Commons -Phase 1 will be accomplished by incorporating engineered Stormwater best
management practice facilities throughout the phase to capture and treat the stormwater runoff from developed areas. Specific
stormwater treatment devices that will be used are level spreaders in conjunction with vegetated filter strips, which are designed to
remove a minimum of 40% average annual total suspended solids (TSS), and provide 30% total nitrogen and 35% total phosphorus
removal, and extended detention stormwater wetlands designed to remove a minimum of 85% average annual total suspended
solids (TSS), provide slow release (i.e. 2 to 5 days) of the difference in pre- to post - development peak runoff rate for the 1 -, 2 -, 5 -,
and 10 -year, 24 -hour storms, and provide 40% total nitrogen and 40% total phosphorus removal. The stormwater wetlands will
serve the dual purpose of water quality and water quantity (ie. detention) control.
Since the Town of Cary is a delegated authority for NC DWQ Stormwater Management Plans, the review and approval of the
SWMP is part of the Town of Cary review process. Two courtesy copies of the stormwater design notebook are included, and a
copy of the final approved Stormwater management plan will be provided to NCDWQ.
® 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?
Cary
❑ 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? A courtesy copy of the SW Management Plan will be provided upon
approval by the City of Raleigh.
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
® Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
Page 14 of 17
PCN Form —Version 1.3 December 10, 2008 Version

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
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
❑ Yes El 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):
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.
Although there are other projects approved within the vicinity of 1 -540 and NC Hwy. 55 these other projects are
independent of Parkside Town Commons, and based on specific economic conditions, which have led to bankruptcy for
most of the approved projects within the vicinity. Parkside Town Commons will be built whether these other projects are
built or not. The proposed project is a single and complete project with appropriate land use control and stormwater
measures in place for specific areas which require them.
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.
Waste water will be directed into an existing treatment facility operated by Durham County, under agreement with the
Town of Cary maintained sewer line.
Page 15 of 17
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?
❑ 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 USFWS web page http: / /www.fws.gov /nc -es /es /countyfr.html and the Natural Heritage virtual workroom
http: / /nhpweb.enr. state. nc. us /nhis /public /gmap75_main.phtmi was accessed on October 24, 2012 to determine if the
project would impact Endangered Species or Designated Critical habitat. Based on this research, the bald eagle
(Haliaeetus leucocephalus - BGPA), Michaux's sumac (Rhus michauxii - E), and red - cockaded woodpecker (Picoides
borealis - E) are federally listed species to occur within Wake County. Based on field inspections, it is believed no
adverse impacts will occur to threatened and endagered species and their known habitiat due to the contruction of the
proposed project.
Natural resource investigations were conducted on the site to determine the presence of protected species and their
habitats. During the investigations, no species or their habitats were observed within the project areas. Project
construction will not affect protected species.
A response letter from USFW dated August 16, 2012 is enclosed.
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?
An interactive map located at http: / /ocean.floridamarine .orgefh — coral /ims /viewer.htm was utilized on October 24, 2012 to
determine if the project will impact Essential Fish Habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the list of properties and districts in North Carolina entered in the National Register of Historic Places
( http: / /www.hpo.ncdcr.gov /nrlist.htm) was conducted on October 24, 2012 for Wake County, and it did not reveal any
listing within the project area. It is believed the proposed project will not occur in or near an area that has been
designated as having historic or cultural preservation status by the state, federal, or tribal governments
A no affect response letter from SHPO dated July 27, 2012 is enclosed.
Page 16 of 17
PCN Form — Version 1.3 December 10, 2008 Version

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? North Carolina Flood Insurance Rate Map Panels
0736J (May 2, 2006; Map Number 3720073600J) does not depict 100 -year flood areas or floodways within the project
area.
Kevin Yates
0� Date
Date
Applicant/Agent's Printed Name
Applicant/ nt's Signature
(Age?signature is valid only n authorization letter from the applicant
is provided.)
Page 17 of 17
PCN Form — Version 1.3 December 10, 2008 Version

Research Triangle Park, NC
Post Office Box 14005
Reseach Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800- 733.5646
919 - 287 -4262
919 - 361.2269 Fax
EcoEngineering
A division of The John R. McAdams Company, Inc.
November 2, 2012
Ms. Karen Higgins
NC Division of Water Quality
Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699
Re: NWP 39 / GC 3890 / IWGP 100000
Southbridge Fellowship Church
Raleigh, North Carolina
CMT -12000
Dear Ms. Higgins:
On behalf of KRG /PRISA II Parkside, LLC, we are applying for an NC
Division of Water Quality (DWQ) General Water Quality Certification IWGP
100000 for permanent impacts to isolated streams and wetlands associated
with a multi -use project known as Parkside Town Commons. We are also
applying for a DWQ General Certification (GC) 3890 and Nationwide Permit
(NWP) 39 associated with off -site roadway improvements for the proposed
project. The subject property is a 123.36 acre assemblage of land (PIN #s
0736327647, 0736233947, 0736233114, and 0736147497) located at 5020 NC
55 Highway adjacent to the east of the intersection of NC 55 Highway and
O'Kelly Chapel Road in Cary, North Carolina, within the Cape Fear River
Basin of North Carolina.
® Signed Agent Authorization
® Fig.l - USGS Quad — Cary
® Fig.2- Wake County Soil Survey (Sheets 35)
® Fig.3- Existing Conditions
® Fig.3- Existing Conditions w. Aerial
® Fig.4- Overall Impact Map (Insetsl -4 w. culvert detail)
® Pre- Construction Notification
® USACE Signed JD Maps (SAW -2012- 01576)
® SHPO Response Letter
s USFW Response Letter
® Previous Authorized DWQ IWGP /GC Permits
(EXP 07- 1503 /EXP 07 -1503)
® Previous Authorized Corps NWPs 14 & 39
(AID 2005- 21328/ AID 200704171)
WETLAND /STREAM MAPPING: Most recently, EcoEngineering
conducted a stream and wetland delineation for possible jurisdictional
wetlands, streams, and associated buffers located on the subject property,
during the month of May, 2012. The determination consisted of a review of
wm.ecoengr.com Design Services Focused On Client Success

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 2 of 8
natural resource information sources and an on -site inspection of the subject
property. The objective of the on -site inspection was to delineate jurisdictional
"waters of the U.S." as defined by the U.S. Army Corps of Engineers
(USAGE), "waters of the state" as defined by the North Carolina Department
of Environment and Natural Resources — Division of Water Quality (DWQ),
and identify waters subject to the Town of Cary Urban Transition Buffer
(UTB) Rules. Based upon on an on -site concurrence meeting conducted with
Mr. George Buchholz of EcoEngineering and USACE representative James
Lastinger, and DWQ representative, Mr. Ian McMillan, on September 6, 2012,
there was a significant reduction of the extent of jurisdictional waters of the
US and isolated waters of the State, relative to the most recent Jurisdictional
Determination conducted in 2005. Per the most recent 2012 concurrence
meeting and official JD maps, the subject property now contains 0.05 acre of
jurisdictional (404/401) riparian wetlands, and 240 linear feet of jurisdictional
(404/401) intermittent stream features within the subject property regulated by
both the US Army Corps of Engineers ( USACE - 404) and NC Division of
Water Quality (DWQ -401). The subject property contains 0.08 acre of
isolated wetlands and 847 linear feet of isolated intermittent stream features.
Since these waters were deemed isolated they are regulated only by DWQ. A
revised and approved USACE jurisdictional determination was most recently
approved on October 29, 2012 by Mr. James Lastinger (SAW- 2012 - 01576,
enclosed).
PRIOR PERMITTING HISTORY: A USACE 404 Nationwide Permit
(NWP) (14) (AID 2005- 21328) was issued on December 27, 2007,
authorizing impacts to 61 linear feet of intermittent stream channel and 0.32
acres of adjacent open water impact associated with the proposed
development within the subject property. Another NWP 39 (AID 200704171)
was issued on June 14, 2009, for permanent impacts of 11 if of important
stream channel and temporary impacts of 35 if of important stream channel,
associated with offsite roadway improvements along O'Kelly Chapel Road.
A DWQ 401 Water Quality Certification 3627, and Isolated Wetlands General
permit (IWGP100000) (EXP 07 -1503) were issued on September 17, 2007,
authorizing impacts of 56 linear feet of intermittent stream channel, 0.32 acres
of open water, 0.64 acres of isolated wetlands, 1,035 linear feet of isolated
intermittent stream channel, and 127 linear feet of isolated perennial stream
channel associated with the proposed development within the subject
property. Another DWQ Water Quality Certification 3705 was issued on April
30, 2009 for offsite roadway impacts on O'Kelly Chapel Road of 51 linear
feet of perennial stream. Both USACE (404) and DWQ (401) permits have
since expired; and are part of this current application. Previous permits
enclosed.

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 3 of 8
A pre - application meeting was held most recently on August 22, 2012, with
Mr. Ian McMillan and Ms. Periann Russell of DWQ, and Mr. James Lastinger
of the USACE to discuss the history of the project and re- authorization of
previous permits.
PROJECT LOCATION/IIABITAT: The majority of the subject property is
forested with limited cleared areas. The subject property also contains
remnants of residential structures and a concrete footprint pad associated with
the former location of a Wake County Emergency Management System
broadcast tower and equipment building. The site is otherwise undeveloped
with the central portion of the property having been clear -cut or select -cut for
loblolly pin and hardwood species at least twice within the past 40 years by
previous land owners. The south - central portion was most recently timbered
in early 2003 (Figure 3 /Figure 3 w. Aerial).
The property is located within the Triassic Basin, a unique geologic area of
the eastern Piedmont Region of North Carolina. The Soil Survey of Wake
County, North Carolina (Soil Conservation Service, 1970) lists the soils
within the subject property area as Creedmoor sandy loam, White Store sandy
loam, gullied land (Figure 2). The proposed project drains to Kit Creek, a
tributary of the Cape Fear River Basin and a designated WS- IVNSW, and
subject to the Jordan Lake Watershed Rules and Town of Cary Urban
Transition Buffer (UTB) Rules.
PROPOSED PROJECTAMPACTS: The proposed project, Parkside Town
Commons, is a 123 -acre project which will ultimately consist a mix of
residential, apartments, office as well as big box retailers, junior anchors,
retail shops and outparcels, along with the associated infrastructure, utility,
and stormwater management improvements. Proposed for construction at this
time is Phase 1 of the project only, which consists of a Target store and
several commercial /retail buildings, along with the necessary
street /parking /sidewalk/utility infrastructure (Figure 4). Also proposed for
construction as part of Phase 1 are the offsite roadway improvements to the
NC Highway 55 corridor and the extension of O'Kelly Chapel Road through
the project (Figure 4: Insets 1 -4).
Jurisdictional and isolated streams and wetlands do exist within the project
area, and while it is the intent of the applicant to avoid significant impacts to
wetlands, streams or other environmentally sensitive features, there are
proposed impacts to 40 linear feet of jurisdictional 404/401 perennial stream,
168 linear of isolated intermittent streams, and 0.08 acre of Isolated Wetlands.
However, the currently proposed impacts have been greatly reduced from the
previously proposed impacts of 0.64 acres of isolated wetlands, 0.32 acres of
open water, 127 if of isolated perennial stream channel, 1,035 if of isolated
intermittent stream, and 56 if of intermittent stream permitted in 2007. The
proposed project will require a Stormwater Management Plan, which will

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 4 of 8
provide nutrient removal and provide a minimum 85% TSS Removal for all
impervious surfaces. Since the Town of Cary is a delegated authority for NC
DWQ Stormwater Management Plans, the review and approval of the SWMP
is part of the Town of Cary review process.
Inset l: Primary site access will be provided by constructing an extension of
O'Kelly Chapel Road that will connect at the existing intersection of NC
Hwy. 55 and O'Kelly Chapel Road to the west and will cross the site to
connect with the existing intersection of Louis Stephens Road and Little Drive
to the east. The new roadway alignment will cross the CSX railroad that runs
parallel to the eastern property boundary. Other roadway improvements
include widening O'Kelly Chapel Road at the Hwy. 55 intersection to
accommodate thru lanes and turn lanes entering the proposed project, as
required by the Town of Cary and the NC Department of Transportation
(NCDOT). Although there is a retaining wall proposed to minimize stream
impacts, there is 40 linear feet of proposed impacts to perennial stream "A"
associated with an existing culvert extension at this location (Inset 1). It is
proposed to widen O'Kelly Chapel Road from two lanes to four lanes from
Hwy. 55 and further west, however, this is dependent on increased traffic at an
unknown point in the future. If the roadway design and widening was
required at this time, any additional stream impacts would be included with
this current application. This portion of road widening along O'Kelly Chapel
Road is not currently required, so there are no proposed impacts at this time.
Insets 2 & 3: To provide safe access to the rear portion of the project for
emergency vehicles, there is a roadway, Markham Vista Drive, and retaining
wall proposed running parallel to the CSX railroad easement. There are
impacts of 99 linear feet to isolated intermittent stream "SG ", 53 linear feet to
isolated intermittent stream "SH ", and 0.08 acre of impact to isolated wetland
"WE ". Although a retaining wall is proposed in this location and minimizes
stream impacts, its primary purpose is to avoid encroaching into the CSX
railroad easement. These isolated stream and wetland areas proposed for
impact are low quality Triassic headwater systems, relative to other aquatic
habitat in the region.
Inset 4: There are 16 linear feet of proposed impacts to isolated intermittent
stream feature "SF associated with a minimal amount of clearing and grading
associated with the installation of a retaining wall on the backside of the major
anchor building. The grading is a minimum to safely install the retaining
wall, while allowing access to the rear of the building and minimizing impacts
to the stream feature and riparian buffer.
Typical construction equipment will be used such as a long -arm track -hoe,
front end loader, pavers, cranes, and bush hog for the initial clearing.

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 5 of 8
Impact Location
Stream Name
Impact length (linear feet)
Inset 1
Riparian
Isolated
0.08
Permanent
Stream "A"
Off -site Stream `A"
40
TOTAL
UT Kit Creek
Isolated / DWQ Only: 0.08 acre
Perm./ Perennial
Inset 2
Stream "SG"
On -site
99
UT Kit Creek
Perm. /Isolated
Inset 3
Stream "SN"
On -site
53
UT Kit Creek
Perm. /Isolated
Inset 4
Stream "ST
On -site
16
UT Kit Creek
Perm. /Isolated
Total 404/401: 401f
TOTAL
Total Isolated (DWQ only): 168 If
Total Stream Impacts: 208 If
TOTAL WETLAND IMPACTS:
Impact Location
Wetland Type
Impact Total(Acres)
Inset 3
Isolated Wetland "WE"
Riparian
Isolated
0.08
Permanent
TOTAL
Isolated / DWQ Only: 0.08 acre

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 6 of 8
AVOIDANCE and MINIMIZATION: Stream, wetland, and riparian
buffer impacts have been avoided to the greatest extent practicable, while
achieving a successful project. While it is the intent of the applicant to avoid
significant impacts to wetlands, streams or other environmentally sensitive
features, there are proposed impacts to 40 linear feet of jurisdictional 404 /401
perennial stream, 168 linear of isolated intermittent streams, and 0.08 acre of
Isolated Wetlands. However, the currently proposed impacts have been
greatly reduced from the previously proposed impacts of 0.64 acres of
isolated wetlands, 0.32 acres of open water, 127 if of isolated perennial
stream channel, 1,035 if of isolated intermittent stream, and 56 if of
intermittent stream permitted in 2007. The currently proposed impacts of 168
linear feet of isolated stream and 40 linear of jurisdictional stream is an 83%
reduction in overall stream impacts and the proposed isolated wetland
impacts of 0.08 acre is an 87% reduction in overall wetland impacts. While
some of the avoidance and minimization of stream and wetlands can be
attributed to the most recent jurisdictional re- evaluation, the remainder is due
to a re- design of the site layout which avoids and minimizes impacts to
streams features SB, SC, and SJ, specifically.
To provide access with the existing alignment of O'Kelly Chapel Road and
Hwy. 55, as well allow for ingress and egress of emergency vehicles, O'Kelly
Chapel once constructed, will be the main entrance to the project. Headwalls
are proposed along the south side of O'Kelly Chapel Road at the Hwy 55
intersection, and on the western side of the intersection to avoid impacts to
jurisdictional waters stream SB and SC; and minimize impacts to Stream A
associated with offsite roadway improvements. There are 16 linear feet of
proposed impacts to isolated intermittent stream feature "SF associated with a
minimal amount of clearing and grading associated with the installation of a
retaining wall on the backside of the major anchor building. The grading is a
minimum to safely install the retaining wall, while allowing access to the rear
of the building and minimizing impacts to the stream feature and riparian
buffer.
Kit Creek crosses the northern potion of the site and is a perennial stream
located in the FEMA floodplain. This portion of the property was subdivided
from the Parkside project and is now placed into a conservation easement,
avoiding impacts to these areas.

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 7 of 8
DIFFUSE FLOW: Stormwater management for Parkside Town Commons -
Phase 1 will be accomplished by incorporating engineered stormwater best
management practice facilities throughout the phase to capture and treat the
stormwater runoff from developed areas. Specific stormwater treatment
devices that will be used are level spreaders in conjunction with vegetated
filter strips, which are designed to remove a minimum of 40% average annual
total suspended solids (TSS), and provide 30% total nitrogen and 35% total
phosphorus removal, and extended detention stormwater wetlands designed to
remove a minimum of 85% average annual total suspended solids (TSS),
provide slow release (i.e. 2 to 5 days) of the difference in pre- to post -
development peak runoff rate for the 1 -, 2 -, 5 -, and 10 -year, 24 -hour storms,
and provide 40% total nitrogen and 40% total phosphorus removal. The
stormwater wetlands will serve the dual purpose of water quality and water
quantity (ie. detention) control.
Velocity dissipaters will be provided at the stormwater management facility
principal spillway outlets to prevent erosion and scour in these areas. The
dissipaters are constructed using rip rap, underlain with a woven geotextile
filter fabric. The filter fabric is used to minimize the loss of soil particles
beneath the rip rap apron. The dissipaters are sized for the 10 -year storm event
using the NYDOT method. It is a permanent feature of the outlet structures.
STORMWATER MANAGEMENT: The proposed stormwater management
plan for Parkside Town Commons -Phase 1 will be designed to protect the
downstream environment. The plan incorporates biologically based
stormwater management techniques to manage both water quantity and
quality aspects of site runoff. As can be seen in this report, stormwater
management for Parkside Town Commons -Phase 1 will be accomplished by
incorporating engineered stormwater best management practice facilities
throughout the phase to capture and treat the stormwater runoff from
developed areas.
Stormwater management for Parkside Town Commons -Phase 1 will be
accomplished by incorporating engineered stormwater best management
practice facilities throughout the phase to capture and treat the stormwater
runoff from developed areas. Specific stormwater treatment devices that will
be used are level spreaders in conjunction with vegetated filter strips, which
are designed to remove a minimum of 40% average annual total suspended
solids (TSS), and provide 30% total nitrogen and 35% total phosphorus

EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Karen Higgins
Parkside Town Commons
November 2, 2012
Page 8 of 8
removal, and extended detention stormwater wetlands designed to remove a
minimum of 85% average annual total suspended solids (TSS), provide slow
release (i.e. 2 to 5 days) of the difference in pre- to post - development peak
runoff rate for the 1 -, 2 -, 5 -, and 10 -year, 24 -hour storms, and provide 40%
total nitrogen and 40% total phosphorus removal. The stormwater wetlands
will serve the dual purpose of water quality and water quantity (ie. detention)
control.
Since the Town of Cary is a delegated authority for NC DWQ Stormwater
Management Plans, the review and approval of the SWMP is part of the Town
of Cary review process. Two courtesy copies of the stormwater design
notebook are included, and a copy of the final approved stormwater
management plan will be provided to NCDWQ.
MITIGATION: The currently proposed impacts of 168 linear feet of
isolated stream and 40 linear of jurisdictional stream is an 83% reduction in
overall stream impacts and the proposed isolated wetland impacts of 0.08 acre
is an 87% reduction in overall wetland impacts. Mitigation was not
previously required for the proposed project. However there were mitigation
requirements from the Corps associated with the offsite roadway
improvements at O'Kelly Chapel Road. We are requesting 248 stream
mitigation credits (SMUs) to offset unavoidable impacts to isolated and
jurisdictional stream channels. A copy of the NCEEP acceptance letter will be
provided once received.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at (919) 287 -0895.
Sincerely,
EcoEngineering
A division of The John R. McAdams Company, Inc.
Kevin Yates
Senior Environmental Scientist
Project Manager
Enclosures

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2005 -21328 County: Wake USGS Quad: Green Level, NC
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Kite Realty Group
Address: Attn: Mr. David George
30 S. Meridian Street, Suite 1100
Indianapolis, IN 46204
Telephone No.: 317 -577 -5600
Size and location of property (water body, road name /number, town, etc.): The property is 123.36 acres of undeveloped
land and land currently used for residential and timber purposes. The property is located north of the intersection
of NC 540 and NC Hwy 55 in Cary, NC. The purpose of the project is the construction of a multi -use development
that will provide residents in Cary, Apex, Morrisville and south Durham areas and emplovees working in the
Research Trianule Park with an additional residential area and an upscale destination point for shopping, dinini,.
and professional services .
Description of projects area and activity: This authorization is for the fill of 61 linear feet of an intermittent
unnamed tributary to Kitt Creek and 0.32 acreas of an adjacent open water man -made pond due to the extension
of OXON Road. The project must be conducted in accordance with the application and drawings submitted on
September 10, 2007.
Applicable Law: ® Section 404 (Clean Water Act. 33 USC 1.344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Re;ional General Pen-nit Number:
Nationwide Permit Number: 14
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and 'or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and!or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of'
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -bv -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to reeulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at (9 10) 395 -3900.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal.
State or local approvals /permits.
If there are any questions regarding this verification. any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact And v Williams at tele hone number 919- 876 -8441 xtension 26.
Corps Regulatory Official Date: 12/27/2007
Expiration Date of Verificatio
Page 1 of 3

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit Imp: wX�,v.satyr.usace.armv.miI ""FAIANDS inde0itml to
complete the survey online.
Page 2 of 3

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Pro«ram Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and /or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC S 1344). Unless there is a change in the law or our published re"ulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Field observation of OHWM
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination. you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: James Sherri, Project Manager,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road. Suite 120
Raleigh, North Carolina 27615
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 33 1.5. and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 11/15/2005.
* *It is not necessary to submit an R form to th stri Office if you do not object t determination in this correspondence. **
Corps Regulatory Official:
Date 09/15/2005 Expiration Date 09/15/2010
Summary of Authorized Impacts and Required Mitigation
Action ID
#
NWP / GP
#
Open Water (ac)
Wetland (ac)
Unimportant Steam 00
Important Stream (If)
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
SAW -
2005-
21328
14
0
0.32
0
0
0
61
0
Impact Totals
0.32
61
Total Loss of Waters of the U.S. (ac) 0.32
Total Loss of Waters of the U.S. (If) 61
Required Wetland Mitigation (ac) I I
Required Stream Mitigation (If)
Additional Remarks and /or Special Permit Conditions:
Page 3 of 3

SURVEY PLATS. FIELD SKETCH, WETLAND DELINEATION FORMS. PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM. IF REQUIRED OR AVAILABLE.
Copy Furnished:
Teer Associates
Attn: Robert Teer
100 Park Drive
PO Box 13508
Research Triangle Park, NC 27709
919 -549 -9506
Page 4 of 3

Action ID Number: 2005-21328 County:Wake
Permittee: Kite Realty Group, C/o Teer Associates
Date Verification Issued: 12/27/07
Project Manager: James Shern
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
RALEIGH REGULATORY FIELD OFFICE
6508 FALLS OF THE NEUSE ROAD, SUITE 120
RALEIGH, NORTH CAROLINA 27615
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

SEP -17 -2007 15:02 FROM:DWQ- WETLANDS 9197336993
AoW A r,-
OG
> y b U
Q �
Tecr Associates /Kite Realty
Attn: Mr. Robert Teer
P.O. Box 13508
Research Triangle Park, NC 27709
TOs95497317 P:2'5
Michael P. Easley, Govemor
William e. Ross Jr., Secretary
North Carolina Department of Fnvirnnrnent and Nantrat tt.csourecs
September 17, 2007
Cateen N, Sullins, Dircetor
Div ilia nof Water Quality
DWQ project # EXP 07 -1503
Wake County
Subject Property; Parkside Town Commons
UT to Kit Creek 1030605,1641-1-17-2-(0.7), WS -TV, NSWJ
,Approval of 401 Water Quality Certification and Isolated Wetlands General Permit with
Additional Conditions - Express Revxew,Prograin
Dear Mr, Tecr:
You have our approval, in accordance with the attached conditions and those listed below, to place till
within or otherwise impact 0.64 acres of isolated wetland, 0.32 acres of open water, 127 linear feet of
isolated perennial stream, 1,035 linear feet of isolated intermittent stream, and 56 linear feet of
intcnnittent stream for the purpose of constructing the new mixed use development, as described within
your Pre - construction Notification Application dated September 12, 2007. The impacts are covered by,
State General Permit for Impacts to Isolated Wetlands and Isolated Waters (IWGP100000) and General
Water Quality Certification Number 3627. The Certification allows you to use Nationwide Permit N W 14
whorl issued by the U5 Army Corps of Engineers (USACE). In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non - discharge regulations. The
approval to proceed with your proposed 401 impacts as depicted in your application shall expire
upon expiration of the 404 Permit, However, the approval to proceed with your proposed impacts
to )Isolated Waters, as depicted in your application and as authorized by this Permit, shall expire
upon expirntiou of IWGIV100000 (Septeniber� 30, 2048) or unless otherwise rescinded by the
Director of the Division of Water Quality.
This approval is for the purpose and design that you described in your request (PCN dated September 12,
2007). 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 fills for this project (now or in
the (future) exceed one acre of wetland or 150 linear feet of stream, additional compensatory mitigation
may be required as described in 15A NCAC 2H .0546 (h). This written approval requires you to
follow the conditions listed in the attached Water Quality Certifycation (GC 3627) and General
Permit for Impacts to isolated Wetlands and Isolated Waters (MGP100000) and the additional
conditions listed below.
401 0vcrsi &ht/P -'praas Rcviaw Pcrmining 1J11it
1650 Mall Servied Center, Raleigh, North Carolina 27699 -1650
2321 Crabtree Roulevird, Sttitc 250, Raleigh, North Carolina 2704
Phone: 919 - 733.17961 FAX 919. 733 - 6$93 / lntemet: hnriV ib2tl .cnr.state.ne.u.vnemrcrinnda
An Gqual 0PPQftunity 1Affirmative Action F.mpinyer — 50% R0cy0lcd1J 1)%Post Cottaumer Paper
No"'hCam na
,iatrrra�y

SEP -17 -2007 15:02 FIR€7M:DWO-WETLANDS 9197336893 TC1s95497317 P;3/5
Tcor Associates/Kite Realty
Page 2 of 4
September 17, 2007
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (and Isolated Wetland Permit) are met. No other impacts are
Approved including incidental Impacts;
Par act Type
Amount Aeprqvad (Units)
,Plan Location or Reference
Isolated Wetland
0.64 acre
September 12, 2007 PCN page 6
0 Ot) Water impounded stream
0.32 acre
_September 1.2, 2007 PCN 2agt 7
Perennial Stream isolated
127 linear feet
September 12 2007 PCN a e 6
Intermittent. Sty'eattt isolated
1 035 (iir)ear feet
September 12, 2007 PCN page 6 and 7
Intermittent Stream
5ti linear feet
September 12 2007 PCN page 6
2, No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre- construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water duality
standards, statutes, or rules occur,
Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the Alrorth Carolina ,Sediment and Erosion Control Manual. The devices
shall. be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor - owned or leased borrow pits associated with the project.
b. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all tithes.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
written approval by DWQ. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, then design and placement of temporary erosion control measures shall not
be conducted in a manner that may result in dis- equilibriurn of wetlands or strearn beds or banks,
adjacent to or upstream and downstream of the above structures. All devices shall be removed and
the natural grade restored within two (2) months of the date that the Division of Land Resources has
released the project.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the cotistructiott corridor within these
bouridnries approved under this authorization shall be clearly marked with Orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing; activities to ensure compliance with GC 3627_
6. Construction Stonmvater Permit NCGO l OQ00
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program'. an
NPDES General stormwater permit (NCG010000) administered by DWQ is automatically issued

5EP -17 -2007 15:02 FR0H:DWQ- WETLAND5 9197336893 TOt95497317 P:4/5
Tecr ASSCCiatesltCite /fealty
Page 3 of 4
September 17, 2007
to the project, This General permit allows stormwator to bo discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit (applicable to construction projects that disturb one (1) or more acres), frill compliance
with permit conditions including the Sedimentation control plan, self - monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at 1u ,. / /h2 :ear„ ,tute,nc.0 /su/ ar s Da ar i s htm,
7. Written Storinwater Management Plan (final Approval Needed)
The final, written stormwater management plan approval on letterhead from the reviewing local
government and one copy of the approved stormwater management plan, including plan details,
calculations and other supporting information, mm5t be received by this Office bcforo the irnpaots
specified in this Certification occur per Condition No. 6 in GC No. 3627. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall
be constructed and operational, and .the stormwater management plan (as approved by this Office)
shall be implemented. The approved structural stormwater practices as well as drainage patterns
must be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Qtmlity,
8. Work In the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved best
management practices from the most current version of the NC Sediment and Erosion Control
Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags,
rock balms, cofferdams, and other diversion structures shall be used to minimize excavation in
flowing water.
9. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and riparian buffers in order to assure compliance for future wetland, water and riparian
buffer impact. These nmeelinnisnls shall be put in place prior to impacting any wetlands,
eaters and/or buffers approved for in.gpact under this Certification Approval and
Authorization Certificate.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and any
subsequent mod.ifications,,the applicant is required to return the attached certificate of completion
to the 401 Oversight/Express Review Pennitting Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699 -1650.
11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the ietterhnad address within ten (10) days of the commencement of construction.
Violations of any condition herein set forth may result iii revocation of this Certification and may result in
criminal and/or civil ponattics. The authorization to pTocced with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 Pemiit.
if you do not accept any of the conditions of this Cettificati.on. (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing_ You roust act within 60 days of the date that
you receive this letter. To ask for a bearing, send a written petition, which conforms to Chapter 150B of
ilic North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,

SEP -17 -2007 15:03 FROi:0WO- WETLANDS 9197336893 T ©:95497317 P:5/5
Tecr AssoalatcsfKite ]fealty
Pale 4 of 4
September 17, 2007
R-alcigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless you ask for a
licaring.
Any disputes over determinations regarding this Authorization Certitieatc (associated with the approved
buMr impacts) sball be referred in writing to the Director for a decision. The Director's decision is
subjcct to review as provided in Articles 3 and 4 of G.S. i SOB.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. Tryou have any questions, please telephone Lia Myatt at 919- 733 -9502,
Sincerely,
Co een H. Sullins
NCDWQ Director
CHSlebkllem
Enclosures: GC 3627
f WCP 100000
Certificate of Completion
cc; Jamie Shern, USACE Raleigh Regulatory Field Office
Lauren Cobb, DWQ Raleigh Regional Office
17LR Raleigh Regional Office
File Copy
Central Files
Cindy Carr, Mulkey Inc., P.O. Box 33127, Raleigh, NC 27636 -3127

KCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 30, 2009
DWQ PXP No. 07- 1503v2
Wake County
Mr. David George
KRG/PRISA H Parkside, LLC
30 South Meridian Street, Suite 1100
Indianapolis, IN 46204
Subject Property: NC 55 Roadway Improvements (Parkside)
UT Kit Creek [030605, 16- 41- 1- 17- 2- (0.7), WS -N, NSW]
Approval of 401 Water Quality Certification with Additional Conditions -- Express Review Program
Dear Mr. George:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 51 linear feet of perennial stream for the purpose of constructing the proposed
roadway improvements at the site, as described within your application dated April 28, 2009 and received
by the N.C. Division of Water Quality (DWQ) on April 29, 2009. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number(s) 3705
(GC3705). The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army
Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, and Non - discharge regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. 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 Ietter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1, Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (and Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Impact Type
Amount Approved
nits
Plan Location or Reference
Stream erennial permanent.
11 (linear feet )
Aril 28, 2009 PCN page 5 of 12
Stream (perennial) temporary
40 linear feet)
Aril 28, 2009 PCN page 5 of 12
401 OversightlExpress Review Pennifling Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internal: hltp:l lh2o .enr.state.nc.uslncwetlands!
An Equal Opportunity 1 A€firmalive Action Employer
NofthCarohna
,Nat aally

KRG /PRISA II Parkside, LLC
DWQ EXP# 07- 1503v2
Page 2 of 4
April 30, 2009
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
,Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or Ieased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be'performed so that no violations of state
water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control treasures shall not be placed in wetlands or waters without prior
approval from the Division. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, design and placement of temporary erosion control measures shall not
be conducted in a manner that may result in dis- equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and down stream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the date
that the Division of Land Resources or locally delegated program has released the project.
5. Culvert Installation
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities
manual (hqp: / /www.ncdot.orgidob /operations /BMP_manual /download /BMP_Manual.pdo such
as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent
excavation in flowing water.
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each culvert.
Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re- established or, if the pipes installed in a perched manner, the pipes shall
be removed and re- installed correctly.
6. Stream Protection Conditions
If concrete is used during the construction, a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured
concrete should not be discharged to surface waters due to the potential for elevated pH and
possible aquatic life and fish kills.

ICRG/PRISA II Parkside, LLC
DWQ EXP# 07 -1503 v2
Page 3 of 4
April 30, 2009
During the construction of the project, no staging of equipment of any kind is permitted in waters
of the U.S., or protected riparian buffers.
7. Construction Conditions
A copy of this Water Quality Certification shall be posted on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be
maintained with the Division Engineer and the on -site project manager.
The outside buffer, wetland or water boundary located within the construction corridor approved
by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification.
8. Stormwater Management Plan
One (1) copy of the Town of Cary approved Stormwater Management Plan (stamped as
Approved by the Town of Cary or along with an approval letter) for this project must be
submitted to this office before any impacts authorized by this certification may occur.
The structural stormwater practices as approved by the Town of Cary, as well as drainage
patterns, must be maintained in perpetuity. No changes to the structural stormwater practices
shall be made without written authorization from the Division of Water Quality. Stormwater
easements shall be recorded for a distance of at least 10 feet on each side of all stormwater
conveyances, and on all lots containing these structures including future access for maintenance.
The stormwater easements shall allow for the ability to inspect and maintain the structures,
perform corrective actions as described above and shall provide protection of the structures from
potential alternations by future property owners. Please note that DWQ retains the authority to
supercede local stormwater approvals on a case -by -case basis when it deems necessary with the
approval of the Director of the Division of Water Quality.
9. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within ten (10) days of the commencement of construction.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the:attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650.
11. State Water Quality Standards
The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being met,
including failure to sustain a designated or achieved use, or that State or Federal law is being
violated, or that further conditions are necessary to assure compliance, then the Division may
reevaluate and modify this General Water Quality Certification.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and /or civil penalties. The authorization to proceed with your proposed impacts or to conduct

KRG/PR1SA 11 Parkside, LLC
DWQ EXP# 07- 1503v2
Page 4 of 4
April 30, 2009
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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, 6714 Mail Service Center,
Raleigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. I50B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Lia Myatt Gilleski or Joseph Gyamfi 919 -7 786.
Sincerely,
�L
Coleen H. Sullins
CHSlcbk/lmg
Enclosures: Certificate of Completion
GC 3705
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File copy
Ms. Amber Coleman, Stantec Consulting Services, Me., 801 Jones Franklin Rd., Ste 300,
Raleigh, NC 27606
File: 07- 1503v2ParksideNC55RoadwayImprovements (W ake)EXP +401(N W 39).doc

NC®ENR
North Caro[ina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
DWQ Project No,: _
Applicant:
Project Name:
Date of Issuance of 401
County:
Water Quality Certification:
Dee Freeman
Secretary
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699 -1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or
the project engineer, It is not necessary to send certificates fi-orn all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and, Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signatuure: Date:
if this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized
to observe (periodically, weekly, full tune) the construction of the project, for the Permitee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction
such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other
supporting materials.
Signature
Date
401 DverslghflExpress Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: 919 - 733.6893
Internet: h€ tp:l th2o .enr,stata.nc.usincweilands/
An Equal Opportunity 1 Affirmative Action Employer
Registration No.
No thCarolina
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Water Quality Certification No. 3705
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT
Water Quality Certification Number 3705 is issued in conformity with the requirements of Section
401, Public Laws 92 -500 and 95 -217 of the United States and subject to the North Carolina
Division of Water Quality (OWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B
.0200 for the discharge of fill material to waters and adjacent wetland areas or to wetland areas
that are not a part of the surface tributary system to interstate waters or navigable waters of the
United States () as described in 33 CFR 330-Appendix A (B) (18, 29, 39, 41, 42,.43, 44, and 46)
of the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 2B .0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92 -500 and .95 -217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following criteria require written approval from the
Division of Water Quality (the "Division "):
Stream and/or buffer Impacts:
a. Any impacts to perennial waters (as depicted on the most recent USGS 1:24000
topographic map or as otherwise determined by the local government,) and their
associated riparian buffers in Water Supply (WS), High Quality Water (HQW), or
Outstanding Resource Water (ORW) watersheds. Only water - dependent activities, public
projects, and structures with diminimus increases in Impervious surfaces will be allowed as
outlined in those rules [15A NCAC 2B .0212 through .0215]. All other activities require a
variance from the delegated local government and/or the NC Environmental Management
Commission before the application for the 401 Water Quality Certification can be
processed.
b. Any Impacts to streams and buffers in the Neuse, Tar - Pamlico, Randleman and Catawba
River Basins (or any other basins with Riparian Area Protection Rules [Buffer Rules) in
effect at the time of application [In accordance with 15A NCAC 2B.0200)), unless the
activities are listed as "EXEMPT" from these Rules-
c. Any impacts to streams involving. excavation or dredging.
d. Total stream impacts equal to or greater than 150 linear feet of intermittent and /or perennial
stream to be filled, culverted, rip rapped, or relocated, including temporary and /or
permanent impacts.
Impacts (temporary and /or permanent) to waters:
a. Equal to or greater than one -third (1/3) of an acre l=ast of Interstate 95 (1 -95).
b. Equal to or greater than one -tenth (1/10) acre West of Interstate 95 (1 -96).
Ili. Wetland impacts (temporary and /or permanent):
a. Equal to or greater than one -third (1/3) acre East of Interstate -95.
b. Equal to or greater than one -tenth (1/10) acre West of Interstate -95.
c. Any impacts to wetlands adjacent to waters designated as: ORW, SA, WS -1, WS -11, or
Trout, or wetlands contiguous to waters designated as a North Carolina or National Wild
and Scenic River.
d. Any impacts to coastal wetlands [15A NCAC 71-11,0205)], or Unique Wetlands (UWL) [15A
NCAC 21-1.0606),
Water Quality Certification No. 3705

Water Quality Certification No. 3705
IV. If the activity is associated with or in response to a Notice of Violation or an enforcement
action initiated by the Division and/or the Division of Land Resources.
In accordance with North Carolina General Statute Section 143- 215.313(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. If a project also
requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the
higher of the two fees.
Activities that are below the thresholds, or otherwise do not meet the criteria listed above
in this General Certification do not require written approval from the Division of Water
Quality as long as they comply with the Conditions of Certification listed below, including
the Stormwater Management Plan condition. If the project requires a Stormwater
Management Plan, but is otherwise below the written approval thresholds, the applicant
may provide a courtesy copy of the Pre- Construction Notification along with a copy of the
Stormwater Management Plan (and approval letter from the appropriate locally delegated
state program where applicable). If any of these Conditions cannot be met, then written
approval from the Division is required.
Conditions of Certification;
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification and
authorized in the written approval from the Division, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Hest Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and
maintenance of such Best Management Practices:
a. Design, installation, operation, and maintenance of the sediment and erosion control ..
measures must be such that they equal, or exceed, the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and Stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
Trout (Tr), SA; WS -1, WS -11, High Quality (HQW), or Outstanding Resource (ORW)
waters, then the sediment and erosion control requirements contained within Design
Standards in Sensitive Watersheds (15A NCAC 04B .0124) supersede all other sediment
and erosion control requirements.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters without
prior approval by the Division. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, then design and placement of temporary erosion control
measures shall not be conducted in a manner that may-result in dis- equilibrium of wetlands or
stream beds or banks, adjacent to or upstream -and down stream of the above structures. All
sediment and erosion control devices small be removed and the natural grade restored within
two (2) months of the date that the Division of Land Resources or locally delegated program
has released the project.
d. Construction Stormwater Permit NCG010000
- Upon-the-approval of an Erosion and Sedimentation Control, Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCG010000) administered by the Division is
automatically issued to the project, This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If your
project is covered by this permit [applicable to construction projects that disturb one (1) or
more acres), full compliance with permit conditions including the sedimentation control plan,
self-monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
ht p:/ /h2o.enr.state.nc.us/suforms Documents.htm.
5. Construction Moratoriums and Coordination
if activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval /post- larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
Work within the twenty -five (25) designated trout counties,or•.identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area, Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water. Exceptions to this condition require submittal to, and approval
by, the Division of Water Quality.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
7. Riparian Area Protection (Buffer) Rules
Activities located in the'protected 50 -foot wide riparian areas (whether jurisdictional wetlands
or not), within the Neuse, Tar - Pamlico, Catawba, or Randleman (or any other basin with
buffer rules), shall be limited to "uses" identified within and constructed in accordance with
15A NCAC 2B .0233, .0259, .0250 and .0213, and shall be located, designed, constructed,
and maintained to have minimal disturbance to protect water quality to the maximum extent
practicable through the use of best management practices. All buffer rule requirements,
including diffuse flow requirements, must be met.
8. Water Supply Watershed Buffers
The 30 -foot wide vegetative buffer (low- density development) or the 900 -foot wide vegetative
buffer (high - density development) shall be maintained adjacent to all perennial waters except
for allowances as provided in the Water Supply Watershed Protection Rules [15A NCAC 213
.0212 through ,0295].
9. If concrete is used during the construction, then a dry work area should be maintained to
prevent direct contact between curing concrete and stream water_ Water that inadvertently
contacts uncured concrete should not be discharged to surface waters due to the potential for
elevated pH and possible aquatic lifel ish kills.
10. Compensatory Mitigation
In accordance with 9 5A NCAC 2H ,0505 (h), compensatory mitigation may be required for
losses of 150 linear feet or more of streams and/or one (1) acre or more of wetlands. For
linear, public transportation projects, impacts equal to or exceeding 150 linear feet per stream
shall require mitigation.
Compensatory stream mitigation shall be required at a 1:9 ratio for all perennial and
intermittent stream Impacts in watersheds classified as ORW, HQW, Trout, WS -I and WS -11.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for buffer impacts resulting from activities classified as "Allowable with Mitigation"
within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer
Rules.
A determination of buffer, wetland and stream mitigation requirements shall be made for any
Genera€ Water Quality Certification for this Nationwide Permit. Design and monitoring
protocols shall follow the US Army Corps of Engineers Wilmington District'Stream Mitigation-
Guidelines (April 2003), or its subsequent updates. Compensatory mitigation plans shall be
submitted for written Division approval as required in those protocols. Alternatively, the
Division will accept payment into an in -lieu fee program or credit purchase from a mitigation
bank.
Finally, the mitigation plan must be implemented and/or constructed before any permanent
building or structure on site is occupied. In the case of public road projects, the mitigation
plan must be implemented before the road is opened to the public. Proof of payment to an
in -lieu fee program or mitigation bank must be provided to the Division to satisfy this
requirement.
Water Quality Certification No. 3705 4

Water Quality Certification No. 3705
11. For all activities requiring re- alignment of streams, a stream relocation plan must be included
for written Division approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel (or a stable reference reach if the existing
channel Is unstable), to the maximum extent practical. The new channel should be
constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Vegetation used for bank stabilization shall be limited to native.woody species,
and should include establishment of a 30 -foot wide wooded and an adjacent 20 -foot wide
vegetated buffer on both sides of the relocated channel to the maximum extent practical.. A
transitional phase incorporating appropriate erosion control matting materials and seedling
establishment is allowable. Rip -rap, A- Jacks, concrete, gablons or other hard structures may
be allowed if it is necessary to maintain the physical integrity of the stream; however, the
applicant must provide written justification and any calculations used to determine, the extent
of rip -rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length can be used as
compensatory mitigation for the impacts resulting from the relocation.
12. Stormwater Management Plan Requirements
A. For applicants other than the North Carolina Department of Transportation, a Stormwater
Management Plan in accordance with the version of Stormwater Management Plan (SMP)
Requirements for Applicants other than the North Carolina Department of Transportation
posted on the Division web site at the time of application shall be provided for any project that
meets both of the following two criteria:
i. Requires a 404 Permit or Isolated Wetlands Permit (regardless of
whether written authorization is required by the Division), AND
ii, Contains one or more drainage areas that are anticipated to have
impervious surface cover of equal to or greater than 24 percent. When
drainage areas are difficult to delineate or when a pocket of high density
exists within a drainage area, the Division shall use best professional
judgment to apply the SMP requirement as appropriate,
B. For the North Carolina Department of Transportation, compliance with NCDOT's Individual
NPDES permit NCS000260 shall serve to satisfy this condition.
93. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be. designed ar}.d installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
profile) must be maintained above and below locations of each culvert. Placement of culverts
and other structures in waters and streams must be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent
of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways or other fill projects are constructed across FEMA- designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may
result in destabilization of streams or wetlands.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
If site- specific topographic constraints preclude the ability to bury the culverts as described
above and/or the applicant can demonstrate that burying the culvert would result in
destabilization of the channel and head - cutting upstream, the Division will consider
alternative design proposals.
Any riprap required for normal pipe burial and stabilization shall be buried such that the
original stream elevatlon is restored and maintained.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of riprap or other bank hardening
methods.
14. Additional site - specific conditions may be added to the written approval letter for projects
proposed under this Water Quality Certification in order to ensure compliance with all
applicable water quality and effluent standards.
15. If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
16. If this Water Quality Certification is used to access building sites, then all lots owned by the
applicant must be buildable without additional impacts to streams or wetlands. The applicant
is required to provide evidence that the lots are buildable without requiring additional impacts
to wetlands, waters or buffers if required to do so in writing by the Division. For road
construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
17. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place at the time of recording of
the property, or of individual lots, whichever is appropriate. A sample deed notification can
be downloaded from the 401NVet €ands Unit web site at http,ll h2o.enr,state.nc.uslncwetiands.
The text of the sample deed notification may be modified as appropriate to suit'to a specific
project.
18. When written authorization is. required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy-of the certificate shall be sent to the D WO Central Office in Raleigh at 9650 Mail'
Service Center, Raleigh, NC, 27699 -1650.
19, This General Certification shall expire three (3) years from,the date of issuance of the written
letter from the Division or on the same day as the expiration date of the corresponding
Nationwide Permit The conditions in effect on the date of issuance of Certification for a
specific project shall remain in effect for the life of the project, regardless of the expiration
date of this Certification. If the construction process for approved activities will overlap the
expiration and renewal date of the corresponding 404 Permit and the Corps allows for
continued use of the 404 Permit, then the General Certification shall also remain in effect
without requiring re- application and re- approval to use this Certification for the specific
impacts already approved.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
20. The applicantlpermittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
Non - compliance with or violation of the conditions herein set forth by a specific fill project may
result in revocation of this General Certification for the project and may also result in criminal
and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity, if it is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
Coleen H. Sullins
Director
History Note: Water Quality Certification Number 3705 replaces Water Quality Certification
Numbers 3106 and 3108 issued on February 11, 1997, Water Quality Certification Number 3287
issued on June 1, 2000, Water Quality Certification Number 3362 issued March 18, 2002, Water
Quality Certification Number 3402 issued March, 2003, and Water Quality Certification Number
3631 issued March 19, 2007. This Water Quality Certification is rescinded when the Corps of
Engineers re- authorizes Nationwide Permits 16, 29, 39, 41, 42, 43 or 44 or when deemed
appropriate by the Director of the Division of Water Quality,
Water Quality Certification No. 3705

DIL�b1� UuL�
JUL 1 7 2009
Action ID. 200704171
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: KRG/PRISA H Parkside, LLC
Address: c/o Kite Realty Group
Attn: David Gearge, PE
30 South Meridian Street, Suite 1100
Indianapolis, IN 46204
Telephone No.: 314 - 713 -5600
Size and location of property (water body, road name /number, town, etc.): The NC 55 Roadway Improvement at
Parkside Town Commons site is located along Okelly Chapel Rd, just west of the intersection of Okelly Chapel Rd
and NC Jii-Iwy 55 in Cary, Wake County, North Carolina.
Description of projects area and activity: This permit verifies permanent impacts to 11 if of important stream
channel and temporary impact to 351f of important stream channel. Mitigation, at a 2:1 ratio is required for this
impact (see Permit Condition below). The project must be conducted in accordance with the application and
drawings submitted on 4/30/2009.
We were unable to provide a timelv verification for impacts proposed in Your preconstruction notification
application (PCN) received in our office on April 30, 2009. General Condition number 27, which lists the
notification requirements for nationwide permits, states that the prospective permittee shall not bekin the activity
unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective
permittee has not received written notice from the District or Division Engineer. Accordingly, on June 14, 2009,
_ _ .
ar —i - e, was aut orized to�uct the propose work. __
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Crystal Amschler.

Permit Condition: In order to compensate for impacts to 11 linear feet of warm water stream, the permittee shall make payment to
the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount determined by the NC EEP, sufficient to perform the
restoration of 22 linear feet of warm water stream in the Cape Fear River Basin, Cataloging Unit 03030002.
Construction within jurisdictional areas on the property shall begin only after the permittee has made full payment to the NC EEP and
provided a copy of the payment documentation to the Corps, and the NC EEP has provided written confirmation to the Corps that it
agrees to accept responsibility for the mitigation work required, in compliance with the MOU between the North Carolina Department
of Environment and Natural Resources and the United States Army Corps of Engineers, Wilmington District, dated November 4,
1998.
"Note: Habitat type may be described as found in Schafale and Weakley, Classification of the Natural
Communities of North Carolina, Third Approximation, 1990; or in accordance with Cowardin, et al (1979), Classification of Wetlands
and Deepwater Habitats of the of the United States*
Corps Regulatory Official: Crystal Amschler Date: Permit was authorized
via statutory requirements on June
14, 2009.
Expiration Date of Verification: June 14, 2011
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http: / /www. saw. usace .army.mil /WETLANDS /index.html to
complete the survey online.

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Wetlands were determined using the Corns 1987 delineation manual. Streams were
identified utilizing ordinary high water mark as identified in the field.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Jean Manuele, Field Office Chief,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 9/13/2009.
"It is not necessary to submit an RFA form to the District Off if you do not object to the determination in this correspondence."
Corps Regulatory Official:
Date 07/15/2009
Expiration Date 07/15/2014
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Stantec Consulting Services, Inc
Attn: Amber Coleman
801 Jones Franklin Rd, Suite 300
Raleigh, NC 27606

Action ID Number: 200704171 County: Wake
Permittee: KRG/PRISA H Parkside, LLC
Date Permit Issued: statutorily issued on June 14, 2009
Project Manager: Crystal Amschler
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
RALEIGH REGULATORY FIELD OFFICE
3331 HERITAGE TRADE DRIVE, SUITE 105
WAKE FOREST, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Applicant: KRG/PRISA H Parkside, LLC File Number: 200704171 Date: 07/15/2009
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of I A
LJ PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the ps o reevaluate the JD.
uCo.E.,�r^
"L1 F ,7 �3J' -, J -.' i s
' "tr k 3 ;€kgiNy '
�
�iIEES'I��FOR
SE�CN�II°��� APPS �`o� O��EGT�UI� �TO�AN�� LT AZ�P�® FRED& PE�RIV�IT��F r�� 011-
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision
If you only have questions regarding the appeal process you
and /or the appeal process you may contact:
may also contact:
Crystal Amschler
Ms. Jean Manuele
Raleigh Regulatory Field Office
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Wake Forest, NC 27587
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Jean Manuele, Project Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD- ET -CO -R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia
30303 -8801

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The CurrentProperty_ Own
er
Name. KRG Prisa II Parkside LLC
Address: 30 S. Meridian Street, Ste. 1100, Indianapolis, IN 46204
Phone: [phone]
Project Name /Description: Parkside Town Commons — Cary, NC
Project Number: KRG -12000 Project Manager: Bill Dcrksf Kevin Yates
Date: .Tune 14, 2012
U.S. Army Corps of Engineers
Attn: Mr. Jaynes Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current owner, hereby designate and authorize The John R. McAdams Company, Inc. to act
in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Coiffpany, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a it eeting prior to visiting the site,
Signature
V,
Cc: Ms. Lauren Witherspoon
NCDENR -DWQ
512 North Salisbury Street
Raleigh, NC 27604
C I V I L E N G I N E E R I N G . L A N D P L A N N I N G • S U R V E Y I N G
PO Box 14005 . Research Triangle Park, NC 27709 • (919) 361 -5000 + fax[phone]
www.johnrmcadams,com

U.S. ARMY CORPS OF ENGINEERS C(10- Py
WILMINGTON DISTRICT
Action Id. SAW- 2012 -01576 County: Wake U.S.G.S. Quad: NC -GREEN LEVEL
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Kite Real Group
David George
Address: 30 S. Meridian Street, Suite 1100
Indianapolis, IN, 46204
Agents EcoEngineering
George Buchholz
Address: PO Box 14005
Research Triangle Park, NC, 27709
Property description.'
Size (acres) +1 -100 Nearest Town Cary
Nearest Waterway Kitt Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.8461 Longitude: - 78.8882
Location description: The property is bordered to the northeast by Durham Southern Railway, to the south by NC HWY
540, and to the east by NC Hwy 55, near Cary, Wake County, North Carolina. Aquatic features on site drain to Kitt Creek in
the Cape rear River basin.
Indicate Which of the Following A 1 :
A. Preliitninary Determination
Base d on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
wider the Regulatory Program Administrative Appeal Process ( Reference 33 CPR Part 331). if you wish, you may
-request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on October 29, 2012. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years fi-om the date of thifs
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(C'AMA)- 'Viii ghnnlrt rnntart than D; -i¢dnn -f Coastal Managernent in illinrehcad f i4i Ar!' �t (]577 S2f1St_2Stflft t^
„ „, ,,
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact James Lastin er at 919- 554 -4884
02 /.Iames.C.Lastin ea a usace.arm .mil.
C. Basis For Determination
The site exhibits wetland criteria as defined in the 1987 Corps Wetland Delineation Manual and alonropriate Regional
Supplement. Streams on site exhibit an established OH_WM
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate partic.7pation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved .jurisdictional determinations as indicated in•
R. abuse)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Pact 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Anny Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 33 1.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by December 29, 2012.
"It is not necessary to summit an RFA form to the Division Office if you do not object to the determination in this
correspondence.'
Corps Regulatory
Date: October 29, 2012
Expiration Date: October 29 2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit htW: // pelt .nwp.usace.aLiny.mil /surv�y.html to
complete the survey online.
Copy furnished:

SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http:// www. usace. aliny. rnillinet /filnetioris /cw /ceewo/re� or
-Corps re ulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
■ ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the pen-nit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section It of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
NOTIFICATION OF A.DMINNISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
Kite Realty QL0212 File Number: SAW - 2012 -01576 Date; October 29, 2012
Attached is:
See Section below
❑_
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http:// www. usace. aliny. rnillinet /filnetioris /cw /ceewo/re� or
-Corps re ulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
■ ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the pen-nit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section It of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION Il - REQUEST FOR APPEAL. or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
9
b
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR I- NFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Raleigh Regulatory Field Office
CESAD-PDO
Attn: James Lastinger, Regulatory Specialist
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr., smite 145
60 Forsyth Street, Room l OM 15
Wale Forest, NC 27587
Atlanta, Georgia 30303 -8801
919 -554 -4884 ext 32
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signatu re of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington,
North Carolina 25403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801
Phone: [phone]

h
VICINITY MAP
NOT 70 SGhC
RECEIVE:
SEP 2 6 2012
RALEIGH REGULATORY
FIELD OFFICE
I, ERIC M. MANTURUK, a North Carolina Professional Land Surveyor, do
hereby certif th t this map was prepared under my supervision and shows
the location o ection 404 Jurisdictional Areas as del ineoted by S. & E.
C. of alei h Carolina
- - - -- -
ERI K, NC P.L.S. L -5019 --- _�� - -_ Date
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY,
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83 ).
4.) STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE JOHN R. MCADAMS COMAPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
This certifies that this copy of this plot accurately depicts the baundar t
jurisdiction of Section 404 of the Clean Water Act as determined by tl
undersigned on this date. Unless there is a change in the law or our <`
published regulations, this determination of Section 404 jurisdiction may be
relied upon for ❑ period not to exceed five years from this dote.
determination was made utilizing the oppropriote Regional Supp[eme t
1987 Corps of Engineers Wetlands Delineation Manual.
(Name - -_----- __ -_ ---
ISOLATED STREAM (Tits _ --------------
FEATIRM "SG"
SEE SHT 3 OF 7 W
(AID - - - - - --
N F
KRG PRISA [I
PARKSIDE LLC
DB. 12716 PG. 2269
IN# 0736 -14 -7497 a
ISOLATED WE I AND
n
U
If�'jtp.11 p„ AM p
►ISLE IRM "SHI' FFQ
KRG PRISA a SEE SHT 4 OF 7
PARKSIDE LLC
08. 12360 PG. 2055
PIN# 0736 -23 -3947 N /F'
RESEARCH TRIANGLE S
FOUNDATION N
DB, 1670 PG. 239
PIN# 0736 -63 -5896
,o\ 1, I I I III //I ,
CAR0���rfi
rG5 &1{)�i
SEAL
L -5019 a y
r r� � N/F
KRG PRISA 11
5UR`1��� PARKSIDE LLC
MA '1'1% w PIN #
k 0736 -22 -7527
ISOLATED WETLANDS: 3,290 SR. FT. /0.08 AC.
JURI5DICTIONAL WETLANDS: 2,127 SQ. FT, /0.05 AC.
JURISDICTIONAL INTERMITTENT STREAMS: 240 LF/842 SQ.FT.
ISOLATED INTERMITTENT STREAMS: 847 LF/2,428 SQ.FT.
KRG PRISA I1 PARKSIDE LLC
D 12236 PG. 173
PINN 0736 -32 --7647 ISOLATED STREAM
FEATURE "SI"
r ° SEE SHT 5 OF 7
JURISDICnONAL
STREAM FEATURES
11SB11 & 11SC„
SEE SHT 2 OF 7
ISOLATED STREAM
to
FEATURE "W
SEE SHT 6 OF 7
- JURISDICTIONAL
WETLAND "WC"
SEE SHT 7 OF 7
NC HWY 54❑
PUBLIC R/W
GRAPHIC SCALE
500 0 250 500 1000
I
1 inch = 500 ft.
R
4
U
1-
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0
W
W
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V J
sumac nr:
ERIC MANTURUK
L -5019
U
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09 °20 -2012
WADAMS
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nPum "S7H
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09 °20 -2012
WADAMS

NORTHING
EASTING
STREAM FLA
762704 -8
2032736 -3
START SB
762722.8
2032556.6
STOP S13
762781.5
2032617.1
START SC
762738.9
2032613.5
STOP SC
NF
KRG PRISA II
PARKSIDE LLC
D8. 12360 PG, 2055
PIN# 0736 -23 -3947
CC #1
N: 762780.40'
E. 2032446.42'
TIE LINE (CC #1 TO STREAM "SC" START)
5 89'38'17" W 170.73'
GRAPHIC SCALE
30 0 15 30 0
_1 inch = 3
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3,) COORDINATES SHOWN HEREON ARE BASED ON
NO GRID (NAD 83).
4.) STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE JOHN R. McADAMS COMAPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
LEGEND
o
EXISTING IRON PIPE
■
EXISTING CONCRETE MONUMENT
0
CALCULATED POINT
3039.
WETLAND FLAG
-f
CENTERLINE CREEK
+
CENTERLINE WIDTH
r!t LINE CCi r 23 25"
E 259.
�E,gA4 .......... Sp°
SB' �
ST,gRT} � e
15 L15,
36" RCP
so
s
l
p1- 1
G F`
CS
c5`
2.
tit
STOP SB
\0\ I I I I I ///��
CA R,0
�.` SEAT- �� w
L-6019 a
UIR
START SC
v
I, ERIC M. MANTURUK, a North Carolina Professional Land Surveyor, do
hereby certify that his op was prepared under my supervision and shows
the locations of S Ctio 04 Jurisdictional Areas as delineated by S. & E.
C. of Rol h, No h lino .
ERI M M RU NO P.L.S. L-5019
S 88'15'07" E 427.62'
NI
JURISDICTIONAL
2' INTERMITTENT STREAM
L4 44 "SC"
44 LF f 93 SQ. FT,
3'
j4 STOP SC
' 3 5 I.8 5.5'
3, 4, C � C1p 5.5' 1.9�� C7 4.5'
3'C]2 4'
t ---- JURISDICTIONAL
INTERMITTENT
STREAM FEATURE "SB"
196 LF / 749 SQ. FT.
- CREEK CL LINE TABLE
L-5019
LINE
BEARING
LENGTH
L1
S 33'04'28" W
9.22'
L2
S 08'47'39" W
1 0.98'
_
L3 _
S 07'38'33" E
12.54'
L4 _
S 06'42'08" E
11.63'
L5
N 39'13'19" W
11 44'
L6 mm
N 64'48'55" W
23.16'
L7
N 64'47'05" W
000x:
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I N 82'58'31' W
_._,13.68'
12 -68'
L9
S 71'32'13" W
16.90'
L10
N 69'28'29" W
17.69'
L11
S 77'29'17" W
19.37'
L12
N 74'47'42" W
10.76'
L13
N 64'23'50" W
10.11'
_
L14
N- 88'03'13" W
11.01'
-^
L15
N 87'09'42" W
18.79'
L16
S 78.16'36" W
16.80'
L17
S 42'50'24" W
13 -48'
N /F
KRG PRISA II
PARKSIDE LLC
D8, 12336 PG. 1739
PIN## 0736 -22 -7527
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This certifies that this copy of this plot accurately depicts the boundory of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the 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 made utilizing the appropriate Regional Supplement to the
1987 Corps of Engineers Wetlands Delineation Manual.
(Nome )_�_ --
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This certifies that this copy of this plat accurately depicts the boundary of th
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date- 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 dote. This
determination was mode utilizing the appropriate Regional Supplement to the
1987 Corps of Engineers Wetlands Delineation Manual.
(Name) _ -__ _ ___ ------ __.�______ --- —_- --
(Title) _ _ - __ --- „,,.,.,_.,______.._.�._-
r�,-o l?
(AID ) _5.� �e C z �� 1 ---- ---- - -----
I, ERIC M. MANTURUK, a North Carolina Professional Land
Surveyor, do hereby certify that this map was prepared under
my supervision and shows the locations of Section 404•
Jurisdictional ireo s delineated by S. & E. C. of Raleigh,
North olin
E__ T pUK, -NC fa.L.S,i.- 50i9�- _____._ _ Dote W
SEAL
SUIK
CREEK
CL LINE TABLE
LINE
764609.3
BEARING
START 5G
LENGTH
L18
N
24'50'09”
E
11.21'
1-19
N
2$'11'50"
E.
13.52'
L20
N
12'52'59"
W
11.66' _
L2i�
N
25'20'56"
E
9.42'
L22
N
73'17'31"
E
12.08'
L23
N
19'2.6'16"
E
22.33'
L24
N
42'31'50"
E
11.45'
L25
N
04•'31'40"
W
13.57'
L26 _
N
32'50'19"
E
6.09'
LEGEND
Q EXISTING IRON PIPE
■ EXISTING CONCRETE MONUMENT
A CALCULATED POINT
3039. WETLAND FLAG
f _ . CENTERLINE CREEK
+ CENTERLINE WIDTH
V
RECENEC
SEP 2 G 20i2
Rp,>_EI1314 R&BULATORY
FIEF OFFS
EiP #1
N: 764865.23'
E: 2032078.04'
ISI
'& INTERMIT
FEAT
111 LF
6'
10 �S
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NORTHING
EASTING
1 STREAM FLAG
764609.3
2032280.3
START 5G
764702.8
2032321,9
S70f' SG
S i ART "SG"
Q
2'
0)
` V 3'
v
2'
KRG PRISA II }
PARKSIDE LLC
013. 12360 PG. 2055
PIN# 0736 -23- 3947 3.)
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
4.)
5.)
GENERAL NOTES
THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE JOHN R. McADAMS COMAPANY, INC.
NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS,
L-
0
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W
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V 1

This certifies that this copy of this plot accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the low or our 11K
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 appropriate Regional Supplement to the
1987 Corps of Engineers Wetlands Delineation Manual.
(Name _ — — -------- -____ - - -- - -- V
(Title) -- _ _ SEP 2 6 JD1�.
(Date)- _- - - - -- ^ - r �4 — — Rpt,�10" R1EeULATDRY
1 Ulm Ft�L�pPF�E ISOLATED
(AIO)_�� c_�S� =_ - - - --
1, ERIC M. MANTURUK, a North Carolina Professional Land Surveyor, do
hereby certify tot this map was prepared under my supervision and shows
the loc s Sect' 404 Jurisdictional Areas as delineated by S. & E.
C. of olei h, ort aroiina .
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LEGEND
*+
EXISTING IRON PIPE
■
EXISTING CONCRETE MONUMENT
,e
CALCULATED POINT
3039,
WETLAND FLAG
—
CENTERLINE CREEK
+
CENTERLINE WIDTH
GRAPHIC SCALE
30 0 15 30 60
l L 1
I
1 inch = 30 ft.
INTERMITTENT STREAM
FEATURE "SH"
53 LF / 150 SO. FT.
.f
N F
€
RESEARCH TRIANGLE
FOUNDATION
3' D8, 1670 PG. 239
PIN# 0736 --63 -5896
START "SH"
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STOP "SH" C3 3'
WE -1 ��N 81.37'$$,,
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WE -2
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WE--3
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WETLAND "WE"
3,290 SQ3 FT.
0.08 AC.
WE-10 TT WE-1
N /F
KRG PRISA II
PARKSIDE LLC
DB, 12360 PG. 2055
PIN# 0736 -23 --3947
GENERAL NHS
1) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
INC GRID (NAD 83).
4.) STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE JOHN R. McADAMS COMAPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
ECM #1
N: 763863.14'
E: 2033296.69'
CREEK CL LINE TABLE
LINE
BEARING
LENGTH
L27
S 01'03'59" E
14.48'
L28
S 0729'54" W
20.23'
L29
S 54'34'26" W
18.50'
NORTHING
FASTING
STREAM FLAG
763924.5
2033226.8
START SH
763875.2 1
2033211.4
STOP SH
NORTHING
EASTING
WETLAND FLAG
763875,9
2033209.8
WE--1
763850.0
2033185.9
WE-2
763824,1
2033177.8
WE--3
763796.9
2033166.5
WE -4-
763780.2
2033170 -2
WE--5
763761.4
2033160.4
WE -6
763760.5
2033180.6
WE -7
763795.4
2033190.2
WE -B
763833.7
2033215.7
WE-9
763861.5
2033242.9
WE -10 TT WE-1
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This certifies that this copy of this plat accurately depicts the boundary of
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the low or our
published regulatlons, this determinotion 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 appropriate Regional Supplement to th
1987 Corps of Engineers Wetlands Delineation Monuol.
(Nam — —___..------ --- __-- - -W___
(Title _—_
(Date) -- _ �_ ____(� _ —_ - ---
(Air) d)
r_urw :tz
N- 763568.:
E:2033644
I, ERIC M. MANTURUK, a North Corolina Professional Land Surveyor, do
hereby certif that this map +tiros prepared under my supervision and shows
the lo t' s o Se�ctic}�i 40�,yelurisdictionel Areas as delineated by S. & E.
C. of Rq eigh, ort oroli
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A GRAPHIC SCALE
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GENERAL NOTES
1.1 THIS IS NOT A BOUNDARY SURVEY.
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ON
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INC.
1EY AND
TH ANY
ONS.
L30
N 1015'55 "W E
10.47'
L31
N
17'06'37'
E
11.73'
L32
N
48'24'24"
£
14.07'
L33
N
67'27'00"
E
15.57'
L34
.N
68'04'26"
E
4,45'
NORTHING
FASTING
STREAM FLAG
763073.4
2034148,6
1 START SI
763109.6
2034187.9
1 SLOP SI
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® MCADAMS

This certifies that this copy of this plot accurately depicts the boundary of
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the law or our
published regulations, this determination of Section 404 jurisdiction may be
relied upon for a period not to exceed five years from this date. This
determination was made utilizing the appropriate Regional Supplement to the
1987 Corps of Engineers Wetlands Delineation Manual.
(Narne 4- -- - - -- -_-----_------.°__._._ -_-
(Title _- --------------------
(Date)- - - - -- --
(AID -------
ERIC MANTURUK
LINE
LS`
BEARING
LG3
L35
N
57'01'21"
,
L62 2
s'
I, ERIC M. MANTURUK, a North Carolina Professional Land Surveyor, do
2'
63'02'53"
g'
hereby certify that/this map was prepared
under my supervision and shows
delineated by S. & E.
N
rn
E
the Ioc Io s f 4 U 404 Jurisdictional
Areas as
3
27'18'12"
C. of ale,, h, N th olino
19.03'
L39
N
09'56'27"
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L40
-------------------
-�AR K NC P. L, S. L -5019
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Date
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16.01'
L41
N
33'27'58"
E
11.99'
L42
S 88'39'05"
E
19.40'
CARO
N
29'46'56"
E
X551 ��
F Q
L44
N
24'07'55"
E
4'
L45
N
a SEAL r N
L54
17.36'
LEGEND
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41 4'
E
23.10'
L47
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60'14'36"
(+ EXISTING IRON PIPE
'�',j �'OUR.y`��•J��
L48
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■ EXISTING CONCRETE MONUMENT
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L49
A CALCULATED POINT
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8.20'
3039. WETLAND FLAG
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2311'48"
E
CENTERLINE CREEK
4'
ISOLATED
INTERMITTENT STREAM
35'19'00"
CENTERLINE WIDTH
5, vs
FEATURE "SJ"
N
56'04'07"
3'
627 LF / 1,827 SR, FT.
L53
GRAPHIC SCALE
40 6 20 40 80
1 inch = 40 ft. e;
.� III' 2
a 2'
�2M 4 �V 2'
2'
2'
2'
2
3'
ECM #3
2 N: 752228.78'
�.�
START "'SJ° E. 2035059.48'
2
3 3' _S 87'40'03" W 661.17•
TIE
LINE -Si 70 STREAM "SJ START}
3'
L�'S ' S
3'
2'
N /F
RESEARCH TRIANGLE
FOUNDATION
DB. 1670 PG. 239
STOP "Si" v W PIN# 0736 -63 -5896
2
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3' �
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ERIC MANTURUK
LINE
BEARING
LENGTH
L35
N
57'01'21"
E
15.99'
L36
N
63'02'53"
E
8.97'
L37
N
39'18'03"
E
14,61'
L38
N
27'18'12"
E
19.03'
L39
N
09'56'27"
E
21.84'
L40
N
18'03'53"
W
16.01'
L41
N
33'27'58"
E
11.99'
L42
S 88'39'05"
E
19.40'
L43
N
29'46'56"
E
10.18'
L44
N
24'07'55"
E
9.25'
L45
N
28'47'49"
E
17.36'
L46
N
52'41'40"
E
23.10'
L47
N
60'14'36"
E
15.17'
L48
N
04'37'36"
W
17.77'
L49
N
41'44'20"
W
8.20'
L50
N
2311'48"
E
8.98'
L51
N
35'19'00"
E
11.57'
L52
N
56'04'07"
E
11.22'
L53
N
35'53'38"
E
28.81'
L54
N
86'50'01"
E
15.81'
L55
N
08.03'01 "
E
9.28'
L56
N
26'11'24"
E
15.48'
L57
N
43'16'19"
W
12..67'
L58
N
11'25'03"
W
8,12'
L59
N
48'07'53"
E
14.49'
L60
N
25'54'11 "
E
14.84'
L61
N
_
02'35'05"
W
11,51'
L62
N
33'55'05"
E
3.42'
L63
N
87'58'28"
E
8.10'
L64
N
44'16'37"
E
17.42'
L65
N
84'24'48"
E
23.72'
L65
N
77'24'38"
E
16.21'
L67
N
50'25'26"
E
14.18'
L68
N
79'55'26"
E
22.21'
L69
N
22'09'50"
E
7.82'
L70
N
47'39'25"
E
9.12'
L71
N
74'07'06"
E
15.79'
L72
N
74'33'10"
E
17.09'
L73
S
85'00'46"
E
15.97'
L74
N
48'22'18"
E
16.74'
L75
N
25'25'58"
E
10.17'
L76
N
53'47'53"
E
18.09'
L77
N
45'46'33"
E
11.37'
L78
N
53'22'27"
E
8.07'
ECM #3
N: 762228.78'
E: 2035059A8'
N/F
KRG PRISA II
PARKSIDE LLC
0E, 12360 PG, 2055
PIN# 0736 -23 --3947
NORTHING EASTING STREAM FLAG
762201.9 2034399.0 1 START 5J
762588.9 2034769.8 STOP 5J
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.) STREAM TOP SANK WERE DELINEATED IN THE
FIELD THE JOHN R. MCADAMS COMAPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
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This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the law or our
published regulations, this determination of Section 404 jurisdiction may be
relied upon for a period not to exceed five years from this dote. This
determination was made utiiiring the appropriate Regional Supplement to the
1987 Corps of Engineers Wetlands Delineation Manual.
(Name)
(Title)- ltt� _ - -__. .,...___ - - -__-
(Date)_ T_•7�?_ .- _.______
(AID �( }�_�? J = 1 _nLs_
I, ERIC M. MANTURUK, a
hereby certif that t
the Iocotio F 5e ion
C. of Rgl Igh, Irt Car
North Corolino Professional Land Surveyor, do
mqX was prepared under my supervision and shows
A4 ,fJurisdictionol Areas as delineated by S. & E.
P.L.S. L -5D19
LEGEND
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EXISTING IRON PIPE.
■
EXISTING CONCRETE MONUMENT
®
CALCULATED POINT
3039■
WETLAND FLAG
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CENTERLINE CREEK
+
CENTERLINE WIDTH
Dote
GRAPHIC SCALE
40 0 20 40 80
1 inch - 40 ft_
NORTHING
EAST €NG -
WETLAND F'I..AG
762674.2
2032908.7
WC--1
762657.6
2032923.6
WC-• -2
762654.5
203294371
- WC-- -3
762644.1 _
2032956.3
WC -4
762629.6
2032986.1
WC-- -5
762631.4
2033014.8
WC -6
- 762615.1
2033035.4
WC -7
762623.0
2033034.8
WC -8
762639.2
2033032.3
- WC -9
762645.8
2033025.6
WC -10
762648.9
2.032999.8
WC -11
762652.4
2032983.5
- WC -12
762660.0
2032957.2
WC -13
762672.9 -
70329318
WC--14
76.2.673.9
2032917.4
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RECEIVEC
SPP 2 6 2012
RALEIGH REGULATORY
FIELD OFFICE
A R
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KRG PRISA 11
PARKSIDE LLC
DB. 12360 PG. 2055
PIN# 0736 -23 --3947
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CC#3
Ni 762767.35'
£: 2032873.80'
WC
WC -5 WC.-6 WC -7
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JURISDICTIONAL
WETLAND "WC"
2,127 SQ, FT.
0.05 AC.
1.} THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.} STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE JOHN R. MCADAMS COMAPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
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PIN# 0736- 22-7527
x
WC -1 - -
WC
WC -5 WC.-6 WC -7
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JURISDICTIONAL
WETLAND "WC"
2,127 SQ, FT.
0.05 AC.
1.} THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.} STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE JOHN R. MCADAMS COMAPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
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ENGINEERS •PLANNERS a SURVEYORS a ENVIRONMENTAL
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2905 Meridian Pukny, Durham NC 27713
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DATE:
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