20130645 Ver 1_401 Application_20130613

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20130645
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Forp
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 3890 (impacts to 145 ft stream)
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
[]Yes ® No
2. Project Information
2a. Name of project:
Trojan Drive Extension (public street serving) Charlotte Premium Outlets
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Charlotte
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Steele Creek Partners (1997), LP
3b. Deed Book and Page No.
Not Available, See below for PIN.
3c. Responsible Party (for LLC if
applicable):
See Below (B.1 a)
3d. Street address:
6100 Fairview Rd, Ste 640
3e. City, state, zip:
Charlotte, NC 282104250
3f. Telephone no.:
J N, 5 29413
3g. Fax no.:
3h. Email address:
D NR - WATER UALITY
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Christopher Thomas
4c. Business name
(if applicable):
Childress Klein Properties, Inc
4d. Street address:
301 S. College Street, Ste 2800
4e. City, state, zip:
Charlotte, NC 28202
4f. Telephone no.:
704 / 342 -9000
4g. Fax no.:
4h. Email address:
Chrls.Thomas @childressklein.com
5. Agent/Consultant Information (if applicable)
5a. Name:
Christopher Huysman
5b. Business name
(if applicable):
Wetland and Natural Resource Consultants
5c. Street address:
170 Dew Drop Rd
5d. City, state, zip:
Sparta, NC 28675
5e. Telephone no.:
336 / 406 -0906
5f. Fax no.:
5g. Email address:
Chris.Huysman @wetland- consultants.com
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Mecklenburg County 19924113
1 b. Site coordinates (in decimal degrees): - if you can't get
Latitude: 35.16839 Longitude: - 080.97087
these, just include a very good vicinity map
1c. Property size:
66 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT Beaverdam Creek (Lake Wylie)
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV, B, CA
2c. River basin: Broad River map is available at
Catawba River
http: / /h2o.enr.state.nc.us /admin /maps/
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site conditions are generally classified as fallow and forested urban land. The required road right of way and
adjacent land use are residential with encroaching retail and commercial. The site is bounded by Interstate 485. On -site
aquatic resources are limited to low quality entrenched streams. Numerous invasive species are present throughout the
site.
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands were identified within the proposed impact area during the delineation approval process. No wetlands exist
outside of the stream buffer zones depicted on the site development plan.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Estimated length 1,600 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a public street to and through a retail development. Trojan Road Extension is a
condition of the zoning approval, the street is necessary to provide safe ingress and egress to existing roadway
infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project is a public access street through a retail facility with outparcels. The specific project is a public access
road that impacts a stream. The road will be constructed with heavy equipment such as trackhoes, dozers and dump
trucks.
Page 3 of 12
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 ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments: approved by Kichefski and Burkhart
4b. If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: WNR
Name (if known): Huysman
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 12, 2013
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Trojan Drive Extension is a public street that will serve the Charlotte Premium Outlets Site. Adjacent parcels will be
developed in the future. Adjacent parcels are not necessarily reliant on Trojan Drive Extension being constructed
because they are assessed to have independent utility. The road is necessary to access the subject parcel (not the
adjacent parcels) and is a requirement of the local approval process.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Tem ora
W1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
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
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P [IT
Culvert
UT
❑ PER
❑ INT
® Corps
® DWQ
3
145
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
145
3i. Comments:
Page 5 of 12

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
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12

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
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
61 ❑P ❑T
El Yes
❑ No
B2 ❑P [IT
❑Yes
❑ No
B3 ❑ PC] T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The engineering plans utilize headwalls, guardrails, and buried culvert specifications to minimize impacts. The road
surface elevation is approximately 22 feet above the streambed elevation. The headwalls reduce impacts to streams that
would otherwise be necessary to construct the crossing.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The stream flow will be pumped around the construction site in order to reduce the chance of sediment entering the
channel. The site will be under an approved erosion control plan that will specify the use of the pump- around. All
construction limits will be clearly marked in the field. The pump around will be included in the erosion control plans that
are approved by Mecklenburg County.
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
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:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ 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:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes, you will have to fill out this entire form - please
contact the State for more information.
F-1 Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12

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.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
Max 70 %
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 site plans depict the location of the stormwater BMP which is designed to do the following:
- Water Quality = First Inch of Runoff, 10 and 25 year detention
- Channel Protection = Capture and hold the 1 -year 24 -hour storm for 2 to 5 days
- able to safely pass the 100 -year storm through pond.
® 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?
Charlotte
® Phase Il
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?
Expected in July 2013
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 C3 No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after- the -fact permit application?
Yes ❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Existing sewer facilities serve the site
Page 11 of 12
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?
NC Natural Heritage Program Website (NHP Map Viewer)
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?
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?
none
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? Mecklenburg County GIS
Chris Huysman
� i`
�/�
June 20, 2013
Applicant/Agents Printed Name
Applicant/Agents Signature
(Agents signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12

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Wetland and Natural Resource Consultants
170 Dew Drop Road
Sparta, NC 28675
Department of the Army
Wilmington District, Corps of Engineers
Attn: Scott McLendon, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina, 28402 -1890
-and-
NC Division of Water Quality, Wetlands Unit
Attn: Karen Higgins
2321 Crabtree Blvd.
Raleigh, North Carolina, 27604 -2260
I, the current landowner of the property identified below, hereby authorize Wetland and
Natural Resource Consultants to act on my behalf regarding the determination of
regulated limits of waters and wetlands and processing of permits to impact Wetlands
and Waters of the US that are regulated by the Clean Water Act and the Rivers and
Harbors Act. Federal and State agents are authorized to be on said property when
accompanied by Wetland and Natural Resource Consultants staff.
Wetland and Natural Resource Consultants is authorized to provide supplemental
information needed for permit processing at the request of the Army Corps or NC DWQ.
Property Owner / Applicant:
Contact Name:
Street Address / PO Box:
City, State, Zip Code:
Phone / Fax Number:
Project Name:
Property Street Address:
Owner / Applicant Signature:
Date:
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35° 10' 32"
35' 9'25"
Custom Soil Resource Report
Soil Map
Map Scale: 1:14,600 if printed on A size (8.5" x 11") sheet.
N Meters
W / 0 200 400 800 1,200 $
Feet
0 500 1,000 2,000 3,000
35° 10'
35° 9'2

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Special
Point Features
'..)
Blowout
®
Borrow Pit
X.-
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
h
Lava Flow
,Jc
Marsh or swamp
5i
Mine or Quarry
Q
Miscellaneous Water
QQ
Perennial Water
v
Rock Outcrop
t
Saline Spot
Sandy Spot
Severely Eroded Spot
¢
Sinkhole
}r
Slide or Slip
p
Sodic Spot
Spoil Area
Stony Spot
Custom Soil Resource Report
(�Y1 Very Stony Spot
Wet Spot
A Other
Special Line Features
Gully
Short Steep Slope
Other
Political Features
p Cities
Water Features
Streams and Canals
Transportation
�++ Rails
Interstate Highways
US Routes
Major Roads
�v Local Roads
MAP INFORMATION
Map Scale: 1:14,600 if printed on A size (8.5' X 11 ") sheet.
The soil surveys that comprise your AOI were mapped at 1:24,000.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: hftp : / /websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Mecklenburg County, North Carolina
Survey Area Data: Version 12, Jul 6, 2012
Date(s) aerial images were photographed: 7/19/2006; 7/17/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Mecidenburg County, North Carolina (NC119)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
CeB2
Cecil sandy day loam, 2 to 8 percent slopes,
moderately eroded
174.9
23.7%
CeD2
Cecil sandy day loam, 8 to 15 percent slopes,
moderately eroded
107.3
14.6%
DaB
Davidson sandy day loam, 2 to 8 percent slopes
28.6
3.9%
Dal)
Davidson sandy day loam, 8 to 15 percent skrpes
10.8
1.5%
EnD
Enon sandy loam, 8 to 15 percent slopes
6.9
0.9%
IrA
Iredell fine sandy loam, 0 to 1 percent slopes
1 A
0.2%
IrB
Iredell fine sandy loam, 1 to 8 percent slopes
52.1
7.1%
MeB
Meddenburg fine sandy loam, 2 to 8 percent slopes
191.3
25.9%
MeD
Meddenburg fine sandy loam, 8 to 15 percent
slopes
41.7
5.7%
MO
Monacan loam, 0 to 2 percent slopes, frequently
flooded
44.7
6.1%
PaE
Pacolet sandy loam, 15 to 25 percent slopes
46.3
6.3%
PaF
Pacolet sandy loam, 25 to 45 percent slopes
4.7
0.6%
w
water
0.8
0.1%
WkD
Wilkes loam, 8 to 15 percent slopes
18.6
2.5%
WkE
Wilkes loam, 15 to 25 percent slopes
6.9
0.9%
Totals for Area of Interest
737.1
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called

db
4 y�SIA
{ 3�I_ I'� \ \\ •\�•��'/ � � {�I�li /" ' / l� IIcIl! :l, �,, ! 1M.
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NUT m ' CHARLOTTE PREMIUM OUTLETS
OMWN By 141( = y
�dr�, o
aid City of Charlotte ETJ, Mecklenburg County, NC W
• slide Creek (199 L1rluted Parowsfup Chwbft Me X=
sr�r• � � � ' :.c� a.� M A477107E P 70I3113W
EX
OVERALL SITE PLAN ' " ^"" ?� •"MJe°Da�°

Fr''I

0
.............
hwes of'

I
WETLAND DETERIMATH3N DATA FORM- Eastern Mountains and P/edrnwmlHepon
pmmct,S-te otyi.-o*ty ��nv"mmu \7�
xvpocont,0w',,. oum ______ s^mvx,.yp,m`_�2�_�_
m,mmxow,^> —__- srm= "g:____
}a"omrrl` ffiomo=.mx^cc.,*.) _ u`ru/'mr,(r".r`m ,�o,,^.or"^) smve r*)
L^t
Soil xmpon.tmauo _ __. __.. _ _ - Vvmuo"S*C..w"
Ate u'm^n'myu.c'uVro:omnmoorP^`/r^v.o' for um":ro/�r,' v,_�L_ �' /v"^
Are veg~m*o:____uii____"'/9w'o*=.m^o'or9o"^/mr"' wp `*rnp�'�':n`�or`'�,:"p�
xmvnn, tao"o sn// o/ �'vmmoVvwm'`'y n^«~*' �
SUWMRY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
llydlopllywc veyetatvn Y( c'
Is the Sampled Area
HYDROLOGY
We

/ . «
VEG[ TAT [ON (Four8trata)- Use suonbOcnznne-iofp:ants. ";awykn0Pom ~' ~'
--' - -- Dominance 'rest --Eihee��--���
_ - - W � _--_--_�
^^^�'^_ ^- _~-
so�o/� m/ m,� ���uwv'��,v,_____ ```'~~ '
�w u F,^,( ~ ~,~. =_ ^
- MAA I A
� -----'-----`==�-| � -
« ' --.''Tn_' -, _._ -
~ ----------' ---' - ---- --'— p,''a�' a
Hy6tophytic� '
�
v»:�l `.`.'f,,,h,u/why",v^pr..'``
------'-----' -- - - - -
:u/
x),.; ofpu/-ov~/ *z', "fmr|u�'_____
�u )
*----'--- -----' ----- ---------- ---- ---- 61ihrmon-, �6t'four V^ ------�
s | rn= w*oo/''mt. 'a,,mp.sn,7a�m>"r
� ---------------'--------------- mC/emosm,e/o/x',/.'h.`' htWn'Y,/w'«ie«»' |
(Fltj/sv^_____--___�
n
s
Cx u
y °
| ouo/m /^m°,n»,sr.um^vaq, /m^uft"
tp«
/xmo /w L^"`w^°,x/) Din wx,'^��mma
1 Woody vmv - 'I*mmv 323nw
------'-----'xydmphytiu
/ xszeti-bun
�
� asfj,uo/ '°^' '-0cyuu.'0'1 '
US Amiy Corp oh-Enginoem
}
rm \� mv
'

� � «
|______�-_---_''__-__---_--------
SOIL
—
Sampfin� Point f)FZ
—'- - --�
MIRA 147,148)
N11RA ".361
S.a,ey Redox 6- 5)
Piedmont Florwpl6ir SG4 1,F19) (MLRA 148) met�,nd hvamlog� rust bc prowniL
|______�-_---_''__-__---_--------
—
-- ----------------'—'
—'- - --�

I 'i, I
WETLAND DETERMINATION DATA FORM– Eastern Mountains and PiedmontRegion
6111 -
I )P M-. :ariijj4rq Date,
0 2.0\z'
Section, T,,)ivn1,!;!p Ringe• _
Landform 001slope 1priace, Pre). MO. urfl rellLf (c,;r.cajc-_
Sultiewon (LRR or IMLRA) La Z.
k&
Lung k , l w
Soil IVbP Unit Ndriw _LgALl—
N CW'Slfiud null
Are dirriabr, /hydrologir Colielbons oo he site typical for to time of yea I? ye,, — A_ Nn __ (if no, explim in Pefi.,iks
Are Vegetation Soil —,.)I liydfology
rib zIjIN'o'.' Are rwirnal cavu in, w aces' present'' Yp,,, No
Are Vegetation ^^ Soil Hydrology n,',tL.wIIy 0,ob;etlia U--') ',If needed, explaln'*111V eMWOI's III Remarks,
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc,
f-f(llop"IvUC vogetatoli tlle%erie a,
Is 4w Sampled Are
i i-Mm. Sell Vc'�'
Ni, X
I vltthin a Wetland`' Yes NO
Vvt:d...nd hydrcloqy Pmient? Yes
No
Re ro d rks,
HYDROLOGY
Wetland Hydrology Indicators
scconevv C, rccuirrLE
F16mary InOiqwt , 'MMIRIUM Of QIJP IS 1QQUjjPd. C lZuff"CP Soil
surracc- 'Mitc., 01)
Nue Aquatic PI-jr.ts IBI.z-) –ont-ave 5,,tfz-ire -Tvq,
High 'Mawr TablL (A2)
hydrogen Sill"'fic ((") Patterns (Bla
Sa tu I a (to I (A,?,
0xidittmi on I ivirij kuw�' "'cl) Pvt-,Tion L.9t:-, (rila
Wat:-1 Nbfks "W)
Pri; -,� nr e of V Vor. Dry -Season VViter 7"%ble "C 2)
Sedlmeritocpos'Ls (B;"
RaCjln!: oj , Tl'!(,fl -- •r. t� F2,.,r ".--; X 0
i
Dnft Deposits S,31
11"n r"l:"k Stria, Sav;fatic❑ Vis,hlo or. i-n6Qt:v (('U;
Aloal NtIr :f Cr.,st CA•"i
otiF F f r<em ,�I Y"Jr't-o or
M , s i T 'B
, q Dc;r
Pos,t
Inundation VlsiDlo an Ae,:a! uriGery (1) 7)
Sli:svo•, Aq(jtercl
14'3w.+ i:iF�- (–, 'F01
"Vx.".' �orj,?Jlhlc RC110
Aqu,ilic r PLIVII kBI'St
I A(: 'Ne l I r. I "S I
Field Observations.
Surface Water Present' No C, c pd; ;Il •
Mkter Table Present" Yo S No —'lot Lcr6l
Sat.•fanoo PiesLm*� yes No : --Q v 11'. ,r U! Wedarto Hydrology Present" Yes No
DC:a rte r. Lille tlft -3;j I Ila try fori
Daw 3171 ge WJU, PifIIt0IW,'J XL!, d(lild, ','I i,u, p l :W,pr 'To-, !1 ,V Lbl-
Remn,ks
!vcwitl n,, —,w alan,r nt tnror. 2 r.,.

^ � �
VEGE TAT ION (Four Strata) -Use scientific names of plants . samp|'ogPm|nt_Pff |_____
mo`iun Dow ,i,,oqum,to, 1 nvmmanuorestmvm»neet
,r Numm,,o/n°mvmo,�p"^ms
ma^��co; rAC"/o./xC
- ----- ----- wu/w.m/.v'c*m*s",
� �
kL _ �ou,,au,,,/m u"u �"_' /
'r----------------' - -- - n, wr
T/VA,run ' /Mc*w'A- mo`
- - '----- ----- —'--- ---- | � - - '
| � ----------------------- ---- ---- �Preva6� u���
��/�'�&o��-----------
' ----------'-------'--'-- ' -- - - ----
'1�1mmr,__
| Vull
7A____
0L__
»m 'r'^` x s`
~---,---------cr-- '- -- ' ' - ' - - ---' '
* �m,.u'r^p� 1�__ ("A "
�
-------'--''--------- - ' --- - - -- - __ 1' Rapid uy for HvJ/vv:nuv«Uetam`o
------'-------------'-- --- --- ---- - '-- ----- z'mmmowxanu *XY.,',
_
------ --'--- ---- a pmvou"=mov`^^a�
'
----- | / wu'pnm^ u`; Aw^pm�m �n,^/� .^n,nn.a
yn"c/nn/u/ve', u��''/�u,�`vu`_____ -- '
| 'mm,nem:'h ''onoap^^�,,'^n
.
rr,vum'
x'___._______-________-____-'--
------ ----- ----| I1.^/w~ ill �v�,m/^ .'LA 1�110 *nU*wynm.
o^ ~
. .
- --- ---- ----' lj��s o7FovrVeptabon Strata—'------
---- ----- ---- Irre �n k-iacmlor
- -- ----- --- |no/^n''l.n~lt,''Ip*.m^.«/tmon), reno,dyno'
!
------ -' -- ----/Sapllng6hrub
,.~~ 31", ')no^` (I Wr,�1/r^r^."o^/'o
'vs,Cover
7:)", w tom/���r
*om ;4 ow, 1,,"'~sq; p^.^ /~;^um,^
Wvoox"mo - ouviv;x vw*gimw,xmn a:nxm
^~~"
----------'
4
"xoron"xoc
Sxovo�uvn
------ '------ ----- *.
"v'/ | p,v^*^e ve^ mv__.
ricw/oo mcwmp"ro v,'"^ I *c�
US Army Coips of Lngi;ioem

r 0 1
SOIL,, Sampling Point
Profile Descriptiort: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth NBtrix Redox Features
(Inches) _%_ Color (moist) % Ty e� Loca Texture Remarks
\011-WA IA
-�� 7-
Hydric Soil indicators:
indicators for Problematic Hydric Sellsi
_ Mstosol (Al)
_ Dark Surface (S7)
_ 2cm Mck (A10) QNLRA 147)
_ Hstic Epipedon (A2)
_ Polyvalue Below Surface (SS) (NLRA 147,1413)
_ Coast Prairie Redox (A1Q
_ Black Flistic 03)
_ Th in Dark Surface (S 9D (NLRA 147, 148)
(RCRA 147,14x3)
_ Hydrogen Sulfide (M)
_ Loamy Gleyed Mtrix (1`2)
_ Piedmont Floodplam Sods (1`19)
_ Stratified Layers (A5)
_ Depleted Nbtdx (F3)
(NLRA 1361 147)
_ 2cm Mck (A10) Q.RR N)
_ Redox Dark Surface (FQ
_ Very Shallow Dark Surface (rF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain In Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (FED
_ Sandy Nbcky, Mneral (S1)(LRR N,
_ Iron- VBnganese NBsses (F12)(LRR N,
NLRA 147, 148)
NLRA 136)
_ Sandy Gleyed Mtrix 54)
_ Umbric Surface (1`13) (NLRA 136,122)
Indicators of hydrophybc vegetation and
_ Sandy Redox (S S)
_ Piedmont Floodplain Soils (F1SD (NA.RA 148)
wetland hydrology mustbe present,
_ Stripped Mtrix (S6)
_ Red Parent Mterial (1`21) OARA 127,147)
unless disturbed or problematic.
Restrictive Layer Of observed):
Type:
Depth Qnches):
"!.'; Army C Cps cf Cnr,r ::r.rs
Hydric Soil Present? Yes No X
anti Owdm.t r- Version -JU

lirol
Wetlands Survey
for
Steel Creek (1997) Limited Partnership
Mecklenburg County
Charlotte, North Carolina
IDSI Project. 4112024
Date Jane 11, 2013

4W
ft
This certifies that this copy of this plot accu•ately depicts the
boundary of )urisdiction of Section 404 of the Clean Water Act
as determined by the undersigned on this date. Unless there is
o change in the low of our published regulations this
determination of Section 404 jurisdiction may be relied upon for
a period not to exceed five (5) years from this date. This
determination was made utilizing the 1987 Corps of Engineers
Wetland Delineation Manual.
Name.
by U S. Army Corps of Engineers)
Title:
Date:
Notes:
1) All coordinates shown are hor,zontal and based upon NCGS
Monument 'Shopton' N• 523015 06 E 1413721.99 CGF:
0999383757
2) Conventional survey methods were used in the collection of
the data
`Q_�aFESS /p't'j'
SEAL I%
N/F Waters of The US
h ..... "
199 - 241 -37 j j' N/F
Waters Construction : i 199- 241 -23
Co. Inc % Muhammad Development
Deed Book 12943 t ^ Group Wetlands Survey
Page Bat 1
/ r> Deed PoBge 602 23878 for
/ Sheet 1 ! N/F Steele Creek (1997)
198- 241 -22 Limited Partnership
- Muhammad Development
N/F Deed Book 23878 City of Charlotte,
199- 231 -26 \ / :\ Page 602 Mecklenburg County,
Waters Construction ///
a `� \ 199-241-34 N '\ `, North Carolina
Co. In
Deed Book 12704
Qt
\� David F. Donna C. Moody
Page 890 t, �� Deed Book 7461 /
\ Page 609 / FT [phone]
(e
��. —`I' •\ ,+ 1� LDS1 L 508W SthSL N �29202
125
/ \
,\ 199 -241 -44
' i
�4 Steele Creek (1997) N F , Stele: 1" -200 200 100 0 200
\ w Limited Partnership 199 - 241 -03
Deed Book 24927 Steele Geek (1997) j
\ Page 877 Limited Partnership
Deed Book 23039
199 - 241 -46 \ N/F �� Page 631
Waters Construction ', \
199- 241 -15 \ Date: June t 1.2013 Revision 1 -
•'\ \
Co. Inc. Steele Creek (1997) \
Deed Book 25330 \ Limited Partnership \ \ \ Project Number 4112024 Revision 2.
Page 799 \ Deed Book 9064
\\ Poga 72 \ \ ,
Sheet Index
i
r
�rt�e iverg0
0
d
�
N
-3a
Sheet 3 - - 199-241-34
DOT
DOT
Deed Book 8429
r Page 225
Site
O 1`
N/F
199- 241 -25 j
N/F
DOT
Deed Book 8410
c?
199 - 241 -13
Steele Creek (1997)
Page 739
m
Limited Partnership
N/F
� Abp - RM
Deed Book 9064
Page 72
199 -241 -2 z
!
f
DOT Division of p
Right of Ways g� c1
j
\
eed Book \ \ o
� Page 683 3
I
i
LATITUDE: 35'10'01"
x LON GI TUDE:80'58'17
°\
Sheet 2
This certifies that this copy of this plot accu•ately depicts the
boundary of )urisdiction of Section 404 of the Clean Water Act
as determined by the undersigned on this date. Unless there is
o change in the low of our published regulations this
determination of Section 404 jurisdiction may be relied upon for
a period not to exceed five (5) years from this date. This
determination was made utilizing the 1987 Corps of Engineers
Wetland Delineation Manual.
Name.
by U S. Army Corps of Engineers)
Title:
Date:
Notes:
1) All coordinates shown are hor,zontal and based upon NCGS
Monument 'Shopton' N• 523015 06 E 1413721.99 CGF:
0999383757
2) Conventional survey methods were used in the collection of
the data
`Q_�aFESS /p't'j'
SEAL I%
N/F Waters of The US
h ..... "
199 - 241 -37 j j' N/F
Waters Construction : i 199- 241 -23
Co. Inc % Muhammad Development
Deed Book 12943 t ^ Group Wetlands Survey
Page Bat 1
/ r> Deed PoBge 602 23878 for
/ Sheet 1 ! N/F Steele Creek (1997)
198- 241 -22 Limited Partnership
- Muhammad Development
N/F Deed Book 23878 City of Charlotte,
199- 231 -26 \ / :\ Page 602 Mecklenburg County,
Waters Construction ///
a `� \ 199-241-34 N '\ `, North Carolina
Co. In
Deed Book 12704
Qt
\� David F. Donna C. Moody
Page 890 t, �� Deed Book 7461 /
\ Page 609 / FT [phone]
(e
��. —`I' •\ ,+ 1� LDS1 L 508W SthSL N �29202
125
/ \
,\ 199 -241 -44
' i
�4 Steele Creek (1997) N F , Stele: 1" -200 200 100 0 200
\ w Limited Partnership 199 - 241 -03
Deed Book 24927 Steele Geek (1997) j
\ Page 877 Limited Partnership
Deed Book 23039
199 - 241 -46 \ N/F �� Page 631
Waters Construction ', \
199- 241 -15 \ Date: June t 1.2013 Revision 1 -
•'\ \
Co. Inc. Steele Creek (1997) \
Deed Book 25330 \ Limited Partnership \ \ \ Project Number 4112024 Revision 2.
Page 799 \ Deed Book 9064
\\ Poga 72 \ \ ,

105
CLCRK
200
CLCRK
x�
100
(CLCRK
Site
✓�c }° N/F
a 199- 241 -13
a Steele e Creek (7997) 305
w Lunitd Partnership CLCRK
Deed Book 9064
Page 72
300
140 CLCRK
CLCRK / x
135
CLCRK x�
125 130 x x
CLCRKI CRK 224 145
x
120 — x r CLCRK CLCRK
rx
CLCRK /X `x
� x
x-xx / 215 X" / ■ '
CLCRK
lls / � 220 �
CLCRK / CLCRK
x 210
1 / CLCRK /
Ito
x x � x
CLCRK
x/ / 205
x J` Jr CLCRK
x N/F
x
199 - 247 -34
David F. k Donna C Moody
Deed Book 7461
Page 609
r9
N/F 9
���' ?
199- 241 -44 \9 g7pe err\
Steele Creek (1997) \8 ¢fo °599
Limited Partnership
Deed Book 24927 \per a \
Page 877 )
Th re 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 dote. Unloss there is
o change in the low of our published regulations this
determination of Section 404 jurisdiction may be relied upon for
a period not to exceed five (5) years from this date. This
determination was made utilizing the 1987 Corps of Engineers
Wetland Demeotion Monuul
Name- —
(signed by U S Army Corps of Engineers)
Title
1 Dote. _
1 Notes:
1) All coordinates snown are horizontal and based upon NCGS
Monument N: 1137784 403 E 2030140 505 CGF. 1.001344978
Z 2) Conventional survey methods were used in the collection of
the date
z �..of'E Sip ... ,
2' SEAL
147 g
CLCRK �
ISURV
F VA
X? \ Every fifth point is labeled for clarity
Wetlands Survey
for
Steele Creek (1997)
Limited Partnership
City of Charlotte,
Mecklenburg County,
North Carolina
LDSI Phone teon) 27777
Fax: [phone]
508 W Sth Sti Sum 123
Charism. NC 28_"02
Iiema No. C•1925
Date: June 11, 2013 RLvwion 1.
Project Number: 4112024 Revision 2:
Sheet I of 4
V

N/F
199- 241 -13
Steele Creek (1997)
Umited Partnership
Deed Book 9064
Page 72
/1
330
CLCRK
199- 241 -23
/ `•\ Muhammad Development
Deed Book Group 3878
Page 602
325 ••\
CLCRK n
/ \ v
s
w
N/F •\
199- 241 -22
323 Muhammad Development
Group
�CLCRK Deed Book 23878
Page 602 \
.\ /
N/F
199- 24t -34
avid F & Donna C Moody /
Deed Book 7461
Pogo 609
1
I 1
I
Every fifth point Is labeled for clarity
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 dale Unless there is
a change in the law of our pub[ -shed regulations this
determination of Section 404 jurisdiction may be relied upon for
a period not to exceed rive (5) years from this dare. This
determination was mode utilizing the 1987 Corps of Engineers
Wetland Delineation Manual.
Name.
(signed by U S Army Corps of Engineers)
Tit e.
Date:
Notes:
1) All coordinates shown are horizontal aid based upon NCCS
Monument N- 1137784 403 E: 2030140 505 CCF 1.001344978
2) Conventional survey methods were used in the collection of
the data
••,,iuuu„r ,
iq
= z � � SEAL � I
L-47719 zz
soR`!.
Wetlands Survey
for
Steele Creek (1997)
Limited Partnership
City of Charlotte,
Mecklenburg County,
North Carolina
LDS1
Phone. (7,41 376-7777
Fan [phone]
509 W 5W St, Sone I:!
Clwdaae, NC 28202
Lioem No • C -1925
Date: June 11, 2013 Revision I.
Project Number: 4112024 1 Revision 2:
Sheet 2 ofAl

Site
350
CLCRK
/x
1
345 I �,
CLCRK / N/F 1
/ 199 - 241 -34 1
DOT
'•�
Deed Book 8429
>l Page 225
N
199 - 241 -13
Steele Creek (1997)
Limited Partnership x / 1 w
Deed Book 9064 1
Page 72 lil
340 1
CLCRK / ' 199-241-25
/ D07 )
Deed Book 8410 /
/ Page 739
335
CLCRK
1 199-241 —25 \
/ U Di of
)(
Right of Ways I {7
/I Dead Book 6585 y
Page 683 1
O
330
CLCRK / \ 1\
�\ Every fifth point is labeled for clarity
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
o change in the low of our published regulations this
determination of Section 404 jurisdiction may be relied upon for
a period not to exceed five (5) years from this date This
determination was made utilizing the 1987 Corps of Engineers
Wetland Ddineat -on Manual
Name:
(signed by U S. Army Corps of Engineers)
Tit e:
Date:
Notes:
1) All coordinates shown are horizontal and based upon NCGS
Monument N 1137784.403 E. 2030140505 CGF. 1.001344978
2) Conventional survey methods were used in the collection of
the data
i0' 0.(� -
`2.' cp SEAL ~'�'•.9
Wetlands Survey
for
Steele Creek (1997)
Limited Partnership
City of Charlotte,
Mecklenburg County,
North Carolina
LDSI Chul 1704)12920 77
Fax. (704)376.
508 W. Slh Sr. Smie 123
Charktie. NC 26202
Ewen- No 1:1423
Date: June 11, 2013 Revision I.
Project Number 4112024 Revision 2:
Sheet of4
+a

Sheet 1
Point
Northing
Ea tin
esc
ban
1
20896 623
1410441.0
2T0_
K
101
520894 12
14104 .000
CLCRK
1410857 228
1 2
20902.258
1410492.910
CLCRK
CLCRK
10
52091.53
1410498 890
CLCRK
t
1
1
L
106'--
520918 571
1410519.152
CLCRK
106
5 0922.
1410 1.208
CLCRK
-107--
2 21
1410 244
L K
108
520944.213
1410558 412
CLCRK
109
2 9
141056&630
K
110
20965 836
1410585.725
CLCRK
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This certifies that this copy of this plot accurately depicts the
boundary of jurisdiction of Seaton 404 of the Bean Water Act
as determined by the undersigned on this date. Unless mere is
a change in the low of our published regulations this
determination of Section 404 jurisdiction may be relied upon for
a period not to exceed rive (5) years from this date. This
determination was made utilizing the 1987 Corps of Engineers
Wetland Delineation Manual
Nome, _
(signed by U S. Army Corps of Engineers)
ritle.
Dole-
Notes.
1) All coordinates shown are horizontal and based upon NCGS
Monument N• 1137784 403 E 2030140.505 CGF• 1001344978
2) Conventional survey methods were used in the collection of
the data
1 "'1101111811, ql
11 A 04,
: /�.
O; Qe
z SEAL ,}v
L- 4719
Wetlands Survey
for
Steele Creek (1997)
Limited Partnership
City of Charlotte,
Mecklenburg County,
North Carolina
LDS1 Phiae•te.NC28202
Fax [phone]
SW W 5th St, Sane 125
Chxrlottc. NC ?8202
Lscense No. 04925
Date: June 11, 2013 Revtsior. I:
Project Number. 4112024 1 Revision 2:
Sheet 4 of 4
s