20130331 Ver 1_401 Application_20130313

1 r
20 13033 1
Brookdale Commons
For
Lennar Homes
Harrisburg, Cabarrus County, NC
Nationwide Permit PCN Submittal
Prepared For
LENNAR
Tom Johnson
Lennar Carolinas, LLC
11230 Carmel Commons Blvd
Charlotte, NC 28226
704.309.3288
Prepared By:
Leonard S. Rindner, PLLC
Wetlands and Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 -2277
March 25, 2013
MAR 2 g 2013

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. AppUcant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number. 29, 12 or General Permit (GP) number.
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:
Brookdale Commons
2b. County:
Cabarrus
2c. Nearest municipality / town:
Harrisburg
2d. Subdivision name:
Brookdale Commons
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Lennar Carolinas, LLC
3b. Deed Book and Page No.
09719 -0055
3c. Responsible Party (for LLC if
applicable):
Attn: Jon Hardy
3d. Street address:
14120 Ballantyne Corporate Place., Ste 400
3e. City, state, zip:
Charlotte, NC 28277
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
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: Owners Representative
4b. Name:
Mr. Thomas Johnson
4c. Business name
(if applicable):
Lennar Carolinas, LLC
4d. Street address:
same
4e. City, state, zip:
same
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Leonard S. Rindner
5b. Business name
(if applicable):
Leonard S. Rindner, PLLC
5c. Street address:
3714 Spokeshave Lane
5d. City, state, zip:
Matthews, NC 28105
5e. Telephone no.:
704 - 904 -2277
5f. Fax no.:
5g. Email address:
Len.Rindner.PWS @gmail.com
Page 2 of 12
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):
5506248787;5506552415
1b. Site coordinates (in decimal degrees):
Latitude: 35.2919 Longitude: - 80.6584
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
+/- 108.98 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT of Rocky River 03040105
proposed project:
2b. Water Quality Classification of nearest receiving water
Water Classification C
2c. River basin:
Catawba
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 site consist mature woodland area in mid succession with some mature pockets. The site is adjacent to existing and
developing residential subdivisions.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 1.66 acres of wetlands and streams
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
approximately 4,120 linear feet
3d. Explain the purpose of the proposed project:
Road crossings and minor wetland and stream impacts to prepare lots, amenity area, construct utilities.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project is a single family residential subdivision. Project includes lots, roads, utilities, landscaping, and required
stormwater management features. Impacts are limited to 147 feet of stream for road crossings and .457 acres of wetland
impacts (.44 permanent). Heavy construction machinery will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
[0 Yes [I No El Unknown
project (including all prior phases) in the past?
Comments: expired - required a updated delineation
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: Leonard S. Rindner, PLLC
Name (if known): Leonard S. Rindner/Pat Kealy/Nic Nelson
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Wetlands and streams were field verged by Steve Kichefski of the USACE (7/31/12).
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Project has been determined to be single and complete by the USACE
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C
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
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
N there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ - non-404, other)
(acres)
Temporary
W1 ®P ❑ T
Detail A -NWP
29
PFO1A
®Yes
❑ No
®Corps
® DWQ
.166
W2 ®P ❑ T
Detail B - NWP 29
PFO1A
® Yes
❑ No
® Corps
® DWQ
184
Detail C - NWP 12
W3 ❑ P ®T
Detail F - NWP
PFO1A
® Yes
® Corps
.004 temporary
12
❑ No
® DWQ
.017 temporary
W4 ®P ❑ T
Detail C - NWP 29
PFO1A
® Yes
❑ No
® Corps
® DWQ
.008
W5 ® P [IT
Detail D - NWP 29
PFO1A
® Yes
❑ No
® Corps
® DWQ
.031
W6 ®P ❑ T
Detail E - NWP 18
PFO1A
® Yes
® Corps
.030
Detail E -NWP 29
❑ No
® DWQ
.055
0.474-
(permanent)
2g. Total wetland impacts
- 0 -'4-b- ® -
(temporary)
0.495 total
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
Detail C
UT of Rocky River
® PER
❑ INT
® Corps
® DWQ
6'
92 LF
S2 ®P [IT
Detail D
UT of Rocky River
❑ PER
® INT
® Corps
® DWQ
6'
55 LF
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
147 LF
3i. Comments:
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
L. I

4. Open Water Impacts
ff there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P [IT
02 ❑P [IT
03 ❑P ❑T
04 ❑P [IT
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
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
impact
required?
131 ❑P ❑T
El Yes
❑ No
B2 ❑P [IT
❑Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Headwalls are used to minimize the length of impacts. The road crossing designs are proposed to maintain existing stream
width instead of twin culverts where applicable. Wetland impacts are an accumulation of small wetland pockets and
unavoidable edges. Impacts have been limited to 0.47 of permanent impacts to wetlands and 0.02 of temporary impacts to
install a sewer line. Wetland areas will be restored and planted with an approved wetland seed mix. Anti -seep collars have
been specked with in the utility crossings.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Project is subject to strict enforcement of erosion control plans and clearly marking or barricading areas to be preserved.
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: NA
4. Complete N Making a Payment to In -lieu Fee Program
4a. Approval letter from in4ieu 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:
0.47 at a 2:1 basis
0.02 at a 1:1 basis
0.49 total mitigation acres required 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 permiffee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
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:
Page 9 of 12
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.
Yes No
❑
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
24%
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 stormwater plan will be also designed in accordance with Cabarrus County UDO reviewed by the Town Of
Harrisburg - NPDES Phase 2 Requirements. As required the final stormwater plans and /or approvals will be submitted to
NCDENR for approval prior to any impacts to streams and wetlands.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certlifled Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Cabarrus County - Harrisburg
® Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
® Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
4a. Which of the following state- implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
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 (federaUstate) land?
1b. 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
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. if you answered "yes" to one or both of the above questions, provide an explanation 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.
The project utilizes existing road network and infrastructure.
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.
Will connect with existing municipal sewer system
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?
Site was evaluated during the wetland delineation process for the presence of Schweinitz's Sunflower. The existing
vegetation along road sides is maintained lawn. Ecotonal edges along roads and clearings were inspected to determine
if Schweinitz's sunflower was present. Project site is not in a watershed that has been identified as habitat for the Carolina
heelsplitter. Based on a field evaluation Schweinitz's sunflower or it's habitat was determined not to be present.
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?
http: / /www. nmfs. noaa.gov/ habitatt habitatpmtection /efh/G IS_inven. htm
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?
According to the latest published version of the National Register of Historic Places for the presence or absence of
registered properties, or properties listed as being eligible for inclusion therein, this site is not registered property or
property listed as being eligible for inclusion in the Register. There ar no known existing structures on the site.
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? /en ineer provided information
Leonard S. Rindner, PLLC
3 -26-13
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's si ure is valid only K an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

LEONARD S. RINDNER. PLLC
Environmental Planning Consnitant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: (704) 904 -2277
March 26, 2013
Mr. Thomas Johnson
Lennar Carolinas, LLC
11230 Carmel Commons Blvd
Charlotte, NC 28226
704.309.3288
Re: Brookedale Residential Development, Cabarrusl County, NC
Dear Mr. Johnson:
In order to interface with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
This letter authorizes Leonard S. Rindner, PLLC as our firm Is agent in natters related
to Waters of the U.S. and Waters of Nortk Carolina for the referenced project site. This
includes interfacing with the United States Army Corps of Engineers and the North
Carolina Departmen of NaturalResourceL
a 3tt,a
Signature Date
Please contact me if you have any questions or require additional explanation. Thank
you. /J
,r
Wnard S. Rindner, PWS
Environmental Planning Consultant
Profession Wetland Scientist

Thomas Johnson
Lennar Carolinas, I.LC
11230 Carmel Commons Blvd.
Charlotte. NC 28226
Project: Brookdale Residential village
EC°VStem
PROGRAM
March 19, 2013
Expiration of Acceptance: September 19, 2013
County: Cabarrus
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced proiect as indicated in the table below. Please
note that this decision does not assure that participation in the NC EFiP will he approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated
with the proposed activity including SL 2009 -337: An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.ttceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are
summarized in the following table. The amount of mitigation required for this impact is determined by permitting agencies
River Cu Stream (feet) Wetlands (acres) Buffcr I Buffer 11
Basin Location (Sq. Ft.) (Sq. Ft)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Yadkin 03040105 0 0 0 0.50 1 0 1 0 0 U
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in
accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915.
Sincerely,
C���
Jame. , anfill
Asset Management Supervisor
cc: Karen Higgins, NCDWQ Wetlands /401 Unit
Steve Kichefski, USACE- Asheville
Michael Burkhard. NCDWQ- Mtwresville
Len Rindner, agent
File
RP�tOr4L9... E ... PYD" Oct'.Y Stag
W&-RR-
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 -919- 707 -8976 1 www.nceep.net

BROOKDALE VILLAGE
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FIGURE NO. I LEONARD S. RINDNER PLLC
Wetlands $ Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 — 2277
LEN.RINDNER.P#[e-mail]
Brookdale Village
HARRISBURG, NC.
VICINITY MAP
APPROXIMATE SITE LOCATION
F170ai
DRAWN PJK REVIEWED LSR
BY BY
DATE PAGE.
06/14/12

W.A
'
f
f
LOCATION
Lat: 35.2919 °N
Long: 80.6584'W
Upper Rocky River
HUC: 03040105
BROOKDALE VILLAGE
+
SITE
4 �
14 J
` { r
rr-
ROCKY RIVER RD
00
Scale
1:24,000 .► t ' ^,
I LEONARD S. RINDNER PLLC
Figure No. Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 — 2277
[e-mail]
BROOKDALE VILLAGE
USGS MAP
*Approximate Boundary
Sheet: I Page:
Drawn Reviewed
by: NRN by: LSR
Date:
4 -25 -12
r/
'
f
f
LOCATION
Lat: 35.2919 °N
Long: 80.6584'W
Upper Rocky River
HUC: 03040105
BROOKDALE VILLAGE
+
SITE
4 �
14 J
` { r
rr-
ROCKY RIVER RD
00
Scale
1:24,000 .► t ' ^,
I LEONARD S. RINDNER PLLC
Figure No. Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 — 2277
[e-mail]
BROOKDALE VILLAGE
USGS MAP
*Approximate Boundary
Sheet: I Page:
Drawn Reviewed
by: NRN by: LSR
Date:
4 -25 -12

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BROOKDALE VILLAGE
LEONARD S. RINDNER PLLC
Figure No. Wetlands & Environmental Planning Group BROOKDALE VILLAGE
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 — 2277
[e-mail]
SOILS MAP
*Approximate Boundary
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4 -25 -12

BROOKDALE VILLAGE
Soil Survey of Cabams County, North Carolina BROOKDALE V[LLAGE
Map Unit Legend Summary
Cabanas County, North Carolina
Map Unit Symbol
Map Unit Name
Acres in A01
Percent of AOI
CM
Cecil uttdy clay foam, 2 to 8
8S.8
10.3
pac t slopes, «vded
0"; -
Ch
Chewacla sandy loam, frequently
54.9
6.7
flooded
0uB2
CW10 coy loam 260 8 percet
76.9
9.4
avded ».
CuD2
Cullen clay loam, 8 to 15 percent
56.3
6.9
slopes, eroded
BOB
Eno sandy loam. 2 to 8 parent
196.3
24.1
EnD
Enon sandy loam, 8 to 15 percent
163.5
20.1
slopes
hidell loam, 2 to 6 parcel skVa
133.8
16.4.
MeB
Mecklenburg loam, 2 to 8 percent
0.2
0.0
slopes
M011=o3biq
loam, 8 to 15 paunt
3.6
0.4
PaF
Pacolet sandy loam, IS to 35
0.4
0.1
Percent
1 LEONARD S. RINDNER PLLC
Figure No. Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 — 2277
LEN.RINDNER.PW S @gmai I .com
BROOKDALE VILLAGE
SOILS MAP
*Approximate Boundary
Sheet:
Page:
Drawn
by: NRN
Reviewed
I by: LSR ,
Date:
4 -25 -12

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SHEET TITLE
WETLANDS IMPACT EXHIBIT
' °5W
1/29/13
PROJECT
BROOKEDALE COMMONS,
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GRAPHIC SCALE
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SHEET TITLE
WETLANDS IMPACT EXHIBIT E-5
BROOKEDALE COMMONS
DETAIL 'A'
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GRAPEaC SCALE — — —
50 0 25 50 100
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\\ WETLANDS IMPACTED
t9 /
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0.010 AC
/ I WETLANDS IMPACTED
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\ `\ WETLANDS IMPACTED j / / 11 \� 1 0.184 AC W LAND UAPACT
1 I I
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1
SHEET TITLE
WETLANDS IMPACT EXHIBIT
1/29/13
B
ROOKEDALE COMMONS
DETAIL °B"
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\ / TOP aF HIM: 884.26 `.
INV 657.30 `
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/ PROTECTION 6 ,
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BUFFER TA TED
92 LF. STREAM IMPACT
WETLAND WACT FOR UTgJT1ES
SHEET TITLE
WETLANDS IMPACT EXHIBIT
1/29/13
BROOKEDALE COMMONS M
DETAIL C'
Filoxasof Smwvey rs s Hoams� I�
w Beim

MEMENEENEEN
MEMEMEMEMEN
EMENMEMEMEN
EMENEEMEMEN

GRAPHIC SCALE
/ / I cA� I I 1\ 50 • 0 25 50 100
MIN SL (ACK 'c `
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STREAM
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0.027 AC
WETLANDS IMPACTED
/
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0.031 AC. WETLAND UAPACT
i I I
� I \
SHEET TITLE
WETLANDS IMPACT EXHIBIT
` I 1/29/13
B
ROOKEDALE COMMONS M
DETAIL °D'
1
om Lc.
r �

GRAPHIC SCALE
•. �'��. �•� \ \ so 0 25 50 100
♦ W W Wrl W � \
\
W W W\ W \
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I WETLANDS IMPACTED i
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87 \
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SHEET TITLE
WETLANDS IMPACT EXHIBIT
1/29/13
BROOKEDALE COMMONS
DETAIL E'
MAH
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GRAPHIC SCALE
50 0 25 50 100
\ COLLAREEP
STREAM
I ► ,.` ► 0.007 AC
WETLANDS IMPACTED
SEWER CROSSING
1 I j �!► t 1 NATIONWIDE PERMIT 012 '
WETLANDS TO EE
RESTORED AND - - - - - ►
REYEGETATED WITH
WEILAND, SEED MD(/ - - - - -_
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WETLAND ; ro-lov AC. WETLAND IMPACT FOR
I
I I W i
SHEET TITLE
W W it WETLANDS IMPACT EXHIBIT 3
PROJECT OOKEDALE COMMONS
I • W W DETAIL 'F
1
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I W W
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PROJECT INFORMATION
TOTAL SITE AREA- 108988 AC.
PROPOSED ZONING; CU41V
DEDICATED R/W-- 2.73 AC. (2.51%)
AREA IN STREET R/W- 1426 AC (13.08%)
AREA IN LOTS: 5416 AC. (49.69%)
COMMON OPEN SPACE- 37.84 AC. (3472%)
REOUIRED ACTIVE OPEN SPACE-
(0.025 AC /LT) - 575 AC.
PROVIDED ACTIVE OPEN SPACE: 5.9 AC.
LOT DENSITY:
70' LOTS - 144
65 LOTS - Be
TOTAL - 230
lei F�14Ke ilTi1OX1211illf!1 r1
LOT WIDTH
70'
as
LOT DEPTH
140'
1300'
MIN. FRONT SETBACK
20'
20'
MAX FRONT SETBACK
35'
35'
MIN SIDEYARD AT R/W
20'
20'
MIN REAR SETBACK
5'
5'
MIN SIDE YARD
7
7
BMP POND 1
DRAINAGE AREA- 2864 ACRES
IMPERVIOUS
- LOTS - 61. 3500 SP
- WALKING PATH=
- SIDEWALK
- PAVEMENT (RR R/W)-
- BOO to BOG
- OFFSIT E.
213,500 SF
6,014 SF
31,221 SF
2001 SF
88,188 SF
40.000 SF
399,174 SF / 1,247,599 - 32%
BMP POND 2
DRAINAGE AREA- V-70 ACRES
IMPERVKXJS
- LOTS - 27.3250 SF-
- WALKING PATH:
- mDEWALK
- PAVEMENT (RR R/W):
- BOO to BOG
- OFFSITE:-
87,750 SF
2,725 SF
10,508 SF
22,280 SF
28,587 SF
20.000 SF
171x850 SF / 553,212
SMP POND 3
DRAINAGE AREA: 1164 ACRES
IMPERVIOUS
- LOTS - 41.3250 SP
- WALKING PATH:
- SIDEWALK=
- PAVEMENT M R/W):
- BOC to BOG
133,250 SF
1,912 SF
23,243 SF
1,136 SF
63.348 SF
222,889 SF / 550,598 - 4048%
LOW DENSITY AREAS 60.37 ACRES
ALLOWABLE IMPERVICXIS AREA 631,132 SF (24X)
IMPERVIOUS AREA SUMMARY.
- LOTS - 970 3500 SP 339,500 SF
- AMENITY: 45,000 SF
- SIDEWALK 54`797 SF
- BOC to BOG 145.567 SF
584,864 SF / 2,629,717 (222 %)

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9FE71AND DBf 016ONA1XN7 MATiUA1.
R60I7I.A7URY
TITLD
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GRAPHIC SCALE
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aU31SCIC_"0NA_ SSETLAYD V CCORDIVATES
0166 ACRE �/-
6ESCRIPTICN NORrm%G EASMIG
17 WR R 5a /505RR4 V
I R 56!826 21 1505678 52
l9 565825.78 5505691 2
NOV OR P7RYERLY U2 56501161 1565740/1
LENNAR CAROLMAS ILC UO 56581939 150570744
DB 713; -8 Li• 555515.82 15757;381
PIN :306540899 L13 56580765 150574248
117 'R9757 A7 150966&51
I:R 5, 78263 150570103
111 -t5 865793 35 1505722.67
11B 5657/004 150:44579
L79 5692611 H0581A38
520 565 /1785 150550132
l21 11E TO -1 5657.501 15055,657
1, 56-72023 150557790
S I h7T 17 56574095 153559C 78
7 tj L3 565750.1S 150550107
565778.29 53561123
L`tbi �� L5 :A.',76823 53503869
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JURISDICTIONA_ WETIAN) "T- COORDINATES
0 255 ACRE +/-
103 05 L F
1 X t0 .3 UNRA7R( W AWD
DESCRIVION
NCRT ING
NORTHING
EASTINC
'32 TE T3 N
1504859469
58543915
15422953
124
129
55!538 D
150431766
T23
36553312
565511 33
150433086
T22
150468957
555481 45
1504344 71
i21
Y3
519427
11435585
T20
56556081
58545[ C4
1504318.15
tt)
1.5P477777
56543373
150433089
tie
Y34
5841385
150434992
T17
56556805
565400 Ub
/50437312
Its
'504758,37
56540103
1543BS92
.15
132
565414 74
1504405 all
.14
555637 64
565470 73
15447' 41
11
15048A86
565400l
1504417 42
•11
Z7
56540910
1504412 79
9l
56561473
5653974
n439540
-13
154a9e 33
50539292
130438703
78
-e
w
382375 35
56_368.24
150-38,03
1504376.32
-25
55562421
5656.966
56!34567
134372.15
565810,26
7504825,75
56!52472
15043'34
-78
Y14
505501 35
1304319 40
-27
`5 -_635 b3
55!470 97
tSO433102
-27A
15453792
50545812
13434132
s20
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511.447 72
1533772
4
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565659 57
55t4b1 CA
15432499
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504921 44
55!443.11
15433230
31
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565440 59
154310 as
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56564263
55543010
150430703
'6
150491812
36533024
1543al 84
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565290.24
134393,49
TOOUUK 3
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56523791
56524131
1304]9343
15439153
2
56520714
15439088
1 TC TO STREW C7 W
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5652M 27
56520810
150,131ViAl
1504387.70
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5652334'
1504378Bt
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565265.02
150431134
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St!270.9-
150435901
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353290. 31
44
15043 t8
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565) 131
15043.1203
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58535815
75043;537
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555394,97
15043.578
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47
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49 4:
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0 `Cj 42
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41
51
52 ! ; 40
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1
1 i
JURISCICTIONAL WET -AND "Y' CCORDNATES
0 O 1 i7 AfRF +/-
103 05 L F
1 X t0 .3 UNRA7R( W AWD
DESCRIPTION
NCRT ING
CANING
Yt It 1L E5
565547 74
1504859469
]mow
v3 -W
565552 55
150481501
129
56SMA 97
1504611 2
Y39
8
36553312
1504683 78
Y37
565550.50
150468957
Y3
53
565588
150471092
Y3
555360 a9
1504694,32
14
56556081
150470.70
Y3
56557267
1.5P477777
35
565565 26
1504725.89
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565381/7
15047-311
No
56556805
15047.0.55
Y7
305:A488
'504758,37
..3
505512 t0
150476719
132
56!09906
15047a176
•3�
555637 64
15NBOI 15
Y30
565592 :4
15048A86
Y29
56559.27
565592 55
150417675
1504954 42
Z7
555612 70
154867 43
Y26
56561473
15497021
Y25
3636231.
154a9e 33
18
5ewls C.I
150477513
w
56361834
1547-2 09
Y10
Ytl
55562421
5656.966
15PA79611
1504808.70
Y12
565810,26
7504825,75
ri 3
55501106
t 504840 63
Y14
55562103
ISc4840.26
713
`5 -_635 b3
130435 7'
YI6
56564528
15453792
YI?
Most: 78
750484989
riR
55565455
15495986
519
565659 57
1504rSe
Y20
566666 89
504921 44
'05632 45
150433562
Y23
56563374
150493405
Y22
56564263
150493664
Y24
585629 _6
150491812
LINEAR 1TEIIAND 'V" COORDINATES
0.008 ACRE 1-/-
103 05 L F
1 X t0 .3 UNRA7R( W AWD
UIhCHIPIION
NCRTiING
FASTt1C
%I T4 TO T13
565-0038
1504424 12
]mow
v3 -W
593409-7
565430.00
ISC4454AB
150443866
14 3w
563441!9
1$0446412
Y7 5W
36.345326
130447359
LINEAR %ETLAND 'X' COCRUINATES
0 0' 4 ACRE +/-
158 54 F
1 X t0 .3 UNRA7R( W AWD
DESCRIPTION
NCRTiING
EASTING
Y1 4W TIE TO 113
'6549215
15453791
112 OW
56150.-01
'50455169
11 Tw
56 =5'374
15457507
74 6w
56552264
194579.16
A5 6w
ST353%
1.01000 24
36 3a
565530 13
'34M 69
A7 3W
56553169
150482! is
A6 !311
56553006
150/04960
ss `
1
j7 '
58
1
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1 6
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fl t4 .
{ 1 142 14 19 1 '1 Ic M WM- 0, 00
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100 It B0 too 200
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59 ' 1
LINEAR WFTI AN) 'U' -') IRDINATES
5'003 ACRE +/- 55 72 L F
Dc SCMPTION NUN 3w 54547 9!
MlNG cAS INC,
111 955 •5042C4
U7 )w 56545091 150428074
U3 TIE TO 32 3w 565469 44 15420510
JURISDICTICNAL 1YE'LAND •W COORDINATES
0 C10 ACRE +/-
DESCRIPTION NORTHING EASTINO
WI TIE to V3 565451 CIS 150449353
w2 5634'1 az •34509 75
wi 56586 293 Iw4t1273 ��
SHEET TITLE
WETLAND SURVEY SHEET 3
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BRon»AM co"ONS
HARRISBURG ETJ 9bl/NS19P N0. 1, CABARRUS CO.. N.C.
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0 C32 eCiE 1 / 599 86 - F
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/
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/
N3 3W 555956.94 1504062 74
!
112 3W 15.951 In 1111405403
/
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9
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762!08 t1La ®/ e•OOS
1
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•.1112
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I
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1
Z, 5655. , ISM,80.57
873
2I 505825,64 1504172/0
I
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74 98506230 •50417234
4
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Z2. X5900.70 1504181
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226 505852 76 150416735
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77 5659.1052 150416232
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Z9 56695916 1504 57.24
i0 5"02127 1504 59 30
210 56°021., 1504172 31
z: 10 56603619 150419016
111 566046.23 13C4191 92
1 1
217 5860480" 1554214,76
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711 566046 51 1304220.73
z17 566034 09 1$04213 54
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219 580019 54 130419106
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0432 TIE TO AA1 560070.1. IM-093 59 ERL
I
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JURISDICTIONAL 4A• . • !
AA2 56606641 150407982 ANNE C YARSCR000N
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AAJ 56611146 150406829 08 1948 -133
/
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566149 66 f50.113 69
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0,097 ACRE 1
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AAB 6023340 150474390
449 566260
/
42 1504149 81
AAIO 566313.53 53416506
/
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AA'1 56633930 5X17758
AA12 VAM82' '534184.15
AA13 568300.48 630417787
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AA31 3660!6 55 190.087 18
AA30 565112 00 5540 5.0
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AA28 588133 69 1'041 I1 21
AA29
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AA26 56619085 150414/24
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aA18 566425 73 750.230 76
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AA75 SE64q 51 '50411640
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BROO�A7R CO10[Q11T8 6
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�,7� roAVx 1
oo 0 ao e6 120
1 inch 00 it
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9
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762!08 t1La ®/ e•OOS
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n 2274 AreE •/-
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fl-
2229` _=
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0027 ACNE •/-
OLSMPIION
NORTH, \O
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Fl -3 Sw
585103.25 1504805.70
56509515 150462120
Pit TIE TO =1 -: 3w
56508514
1504£9760
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565095.57 150465001
Pl) 2w
50500253
150471135
11 -) 641
565097.70 1504576 34
P9 1w
:65078 91
130-71546
Ft -: 6w
56509130 150469fi 72
P7 2w
SBSC0002
1504725 7
rl -r 3w
565095 77 15[47,710
PS 2w
MOSS 25
150473049
F1 -:4A
56509934 150473702
PS 24
!fiwm 11
150474434
-1 -r 34
56509823 15047-609
P4 Sw
56506011
150475768
r/- Sw
50510]43 150-75134
P3 2W
56507462
250475984
11 -1 26
56510445 15U476446
7`2 :w
E65WA11
150,703414
rl -< 3w
55576656 15L4r82.28
P1 3w
585M120
1304790,90
71 -_ 4w
555105.74 •504190.93
516 PC TO PI
363009 !6
150400741
11NFAR WT TI ANn -O- CO4WCRNATES
Roo 14 10 F
P.
565,7214
56504479
150481033
'50400611
0 004 ACRE -/-
05 20 L F
R12
563051 79
15041123 56
CESC10P1101%
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P•1
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:11505955
56505965
1504022.76
15%481943
01 iE TO Fl 204
58310901 150480789
5ES116
S1,
56506647
150483416
02 7w
49 150483014
P10
36506167
;554635 C1
03 Iw
5831249% 153433854
P9
555060
3Ua85Z53
Q. 3w
2902 150404519
513
2
56507103
250484669
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36512520 13]4654 71
20
P8
555072 80
1504115722
M
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56513'2 U3 157486125
P7
S6-076 87
1504868.22
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512
50390117
15NB13.60
lM 2W
Ml.93
58514070 1514RR1 59
511
56559005
15040 +370
09 2w
58514947 155496465
SIO
565096 t0
13048846 4
P6
555065 20
156409! 13
115
355092-25
150-607 96
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55510339
IW489124
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5551.8 41
150486766
112
555122.82
153487825
63
56512433
15061-21
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56513560
1x.68012
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56513, 413
55 1133.05
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1504875.91
58
55510863
150.874,87
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DE1ER9 DMMWASNMEIlIUJ$,OTHE IOYICORF50F rWrNPFA9
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138 0 3D 60 129
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222.95 LF.
0. d-ACRIP.
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0.027 ACRE
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SHEET TITLE
WETLAND SURVEY SHEET 5
PROJECT
COlf om
RI WG ETJ,M W W NO 1. CABARRUS CO.. N.C.
er
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% OC C°cq, F ' I �'
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2863 65 LF.
1 N`'AS`A- 2 {•'-• y� y
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C4 P1 .�
.t• a ., ' 2
FC3 &8.78 -2 2 'CJ 16w 567'6838 150386807 JN lW
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3
56 939 i0
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15040162
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INTERMITTENT STREAM Ie 4511
56487030 150401549
5049ea7a 1504026.65
`PNASa 2,-3, 3006 F;7 rl ACRE +/- 7449 L f. 17 6 5w
�'A le eaw
584593.92 150406106
150410572
\ J jj ' •
+ DESCRIPTION V0.11HIN:a EASTING
21 0 TIr TO 112 39 '66861 48 1504389 54 19 6 69
56430292
x4222 74 1501116 711
v .il.
1 A 80 666653 74 1504395 24 113 48
564414R 77 1 VAI14 04
1 f
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664966 23 50x136 59
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55499256 150-14t?'.
50499298 1x415615
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56499t 70 150413396
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56497255 150420968
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f + 60.
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f ~ 119 4501
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5650!741 1$0423511
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665121 62 1504270 70
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36518559 1504265. /6
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et PIPE 17 n StN
%
65746 J' 150{7!837
I 1 EUGENE N. WCNiANE .R
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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
Applicant:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Brookedale Village/Commons
State:NC County/parish/borough: Cabarrus County City: Harrisburg
Center coordinates of site (lat/long in degree decimal format): Lat. 35.29191 °, Long. - 80.65841 °
Universal Transverse Mercator: 17
Name of nearest waterbody: Fuda Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Rocky River/Pee Dee River
Name of watershed or Hydrologic Unit Code (HUC): 03040105: Rocky
IR Check if map/diagram of review area and/or potential jurisdictional areas is /are available upon request.
Q Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s): 07/31/12
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There ;Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
Q Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There �C "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters (RPWs) that flow directly or indirectly into TNWs
Non -RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
d Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non- wetland waters: 4120.92 ( + / -) linear feet: width (ft) and/or 0.660 ( + / -) acres.
Wetlands: 1.029 acres.
1 Boxes checked below shall be supported by completing the appropriate sections in Section 111 below.
Z For purposes of this form, an RPW is defined as a tributary that is not a TN W and that typically flows year -round or has continuous flow at least "seasonally"
(e.g., typically 3 months).

c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
2. Non - regulated waters/wetlands (check if applicable):
Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
3 Supporting documentation is presented in Section 111Y.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section HI.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent ":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapines have been met.
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request Is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non -TNWs that flow directly or Indirectly into TNW
(n General Area Conditions:
Watershed size: (HUC 03040105 entire drainage) 1413 _ oare mil
Drainage area: +/- 275 Facr0
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
® Tributary flows through A tributaries before entering TNW.
Project waters are 0 (or morg river miles from TNW.
Project waters are a (or Iess) river miles from RPW.
Project waters are 0 (or more] aerial (straight) miles from TNW.
Project waters are (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: no.
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.

Identify flow route to TNW5: Tributaries Cl, Fl, G1, and J1 originate onsite and flow into tribuary 11, which flows
through the site and flows into Fuda Creek, which flows into Back Creek, whick flows into Rocky River, which flows
into the Pee Dee River (TNW) .
Tributary stream order, if known: 1 st.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ® Natural
❑ Artificial (man- made). Explain:
❑ Manipulated (man - altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 3-6 feet
Average depth: 2 -3 feet
Average side slopes:Il.
Primary tributary substrate composition (check all that apply):
❑ Silts ® Sands ❑ Concrete
® Cobbles ® Gravel ❑ Muck
® Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
Tributary condition /stability [e.g., highly eroding, sloughing banks]. Explain: relatively stable.
Presence of run/riffle/pool com lexes. Explain: present in lower reaches.
Tributary geometry:`' iq�
Tributary gradient (approximate average slope): 1 -2 %
(c) Flow:
Tributary provides for: ; pall
Estimate average number of flow events in review area/year: 0 (or great rrr
Describe flow regime: seasonal to perennial flow with input from storm events.
Other information on duration and volume:
Surface flow is:
Characteristics:
Subsurface flow: dk�i� rw . Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
® clear, natural line impressed on the bank
®
the presence of litter and debris
® changes in the character of soil
❑
destruction of terrestrial vegetation
® shelving
®
the presence of wrack line
® vegetation matted down, bent, or absent
®
sediment sorting
® leaf litter disturbed or washed away
®
scour
® sediment deposition
®
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
❑ High Tide Line indicated by: ❑
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list):
(ill) Chemical Characteristics:
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
❑ survey to available datum;
❑ physical markings;
❑ vegetation linestchanges in vegetation types.
I Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
6A natural or man -made discontinuity in the OHWM does not necessarily severjurisdretion (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid.

Characterize tributary (e.g., water color is clear, discolored, oily film; water quality, general watershed characteristics, etc.).
Explain: Water was generally clear where present.
Identify specific pollutants, if known:

(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width): Forested, > 100'.
® Wetland fringe. Characteristics: SeaRPW s Cland F1 have headwater wetlands.
® Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
® Aquatictwildlife diversity. Explain findings: Channels may support habitat for amphibians.
2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:AA = 0.097, L = 0.166, N = 0.055, O = 0.005acres
Wetland type. Explaimforested headwater.
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain: No.
(b) General Flow Relationship with Non -TNW:
Flow is: ofeY7mii . Explain: Wetlands will discharge into the RPW s periodically during the growing season.
Surface flow is: of eseA
Characteristics:
Subsurface flow: Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non -TNW:
❑ Directly abutting
® Not directly abutting
® Discrete wetland hydrologic connection. Explain: Wtld O goes into a short underground channel before entering
RPW Cl.
❑ Ecological connection. Explain:
® Separated by berm/barrier. Explain: Wtld AA is separated by a small natural riparian berm. Wtld L is separated
by a man -made berm from adjacent development. Wtld N is separated by a small natural sandy berm. ,
(d) Proximity (Relationship) to TNW
Project wetlands are 0 (or nor river miles from TNW.
Project waters are A (or more) aerial (straight) miles from TNW.
Flow is from: and to navigg e,tvate
Estimate approximate location of wetland as within the 00 590ar floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality, general watershed
characteristics; etc.). Explain: Water was clear to tannin stained where present.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width):Forested, 100'+/- or greater.
® Vegetation typelpercent cover. Explain:Alluvial /Riparian +/- 801/o.
® Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally- sensitive species. Explain findings:
® Aquatictwildlife diversity. Explain findingsTrovides habitat for amphibians.
3. Characteristics of all wetlands adjacent to the tributary (if an)
All wetland(s) being considered in the cumulative analysis: J4
Approximately ( +/ -1.029 ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following.
Directly abuts? (Y/N) Size (in acres)
M(Y), N(N)
.12, .055
O(N), SRP(Y)
.005, .004
Q(Y), AA(N)
.027, .097
Z(Y), I..(N), U(Y)
.112, .116, .003
Directly abuts? (Y/N) Size (in acres)
Y(Y), W(Y) .152_01
T(Y) .256
X(Y) .014
V(Y) .008
Summarize overall biological, chemical and physical functions being performed: Onsite wetlands provide habitat for
herpetofauna and macroinvertebrates. The wetlands provide flood storage and ground water recharge. The wetlands also trap and
filter pollutants before reaching RPWs and the TNW (Rocky River/Pee Dee River).
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Raponos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section 111.13:
2. Signiflcant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section 111.13:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D: A significant nexus is present between the adjacent wetlands, downslope RPW s, and the TNW. A small natural
riparian berm is the only separation for water to flow from Wetland AA into the perennial RPW 1. A man -made berm from adjacent
development is the only separation for water to flow from Wetland L into the perennial RPW I downslope. A small sandy berm is
the only separation for water to flow from Wetland N to Wetland M which flows directly into SeaRPW C. Wetland O flows into a
short underground channel before it flows into SeaRPW C. Seasonal RPW C flows directly into perennial RPW G, which flows
directly into perennial 1. These berms are the only separation for the wetlands to flow to the RPW s (either seasonally, during rain
events, or through sub - surface flows) which flow to Fuda Creek, which flows to Back Creek, which directly flows to the Rocky
River /Pee Dee River ( TNW). The adjacent wetlands have the capacity to reduce pollutants through vegetation filtering, and
reduce flooding by providing storage before reaching the TNW. The wetlands provide recharge to the RPW during dry climate
conditions and have the capacity to carry pollutants and/or flood waters to Rocky River (TNW). They also have the capacity to
transfer nutrients and organic carbon to downstream foodwebs. In addition, these features also provide habitat for amphibians and
other wildlife .
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):

1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year -round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Perennial RPW `s (G, I, and Fuda Creek) were observed to have geomorphology, biology and hydrologic
flow characteristics consistent with perennial streams. The channels had observed flows, clear bed and banks, substrate
sorting, and macroinvertebrates. See NC Stream Data Form PerRPW G; (typical). RPW I and Fuda Creek contained fish.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: Seasonal RPWs (C, F, J, and H) have the geomorphology, hydrology, and biology consistent with intermittent
streams. The channels had clear bed and banks, scour, and substrate sorting. See NC Stream Data Form SeaRPW C (Typical).
Provide estimates for jurisdictional waters in the review area (check all that apply):
�[ Tributary waters: 4120.92 ( + / -) linear feet 3 -15 ( + / -) width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
3. Non -RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
❑ Tributary waters: linear feet width (ft).
0 Other non- wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
® Wetlands directly abutting an RPW where tributaries typically flow year - round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Wetlands Z and T/UN/W/X/V empty directly into and are not separated from perennial
RPW 1.
® Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: Wetlands Q and S /R/P empty directly into and are not separated from seasonal RPW F. Wetland M
empties directly into and is not seperated from seasonal RPW C.
Provide acreage estimates for jurisdictional wetlands in the review area: 0.706acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area:.323acres.
6. Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters!
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
8See Footnote # 3.
9 To complete the analysis refer to the key in Section 111.13.6 of the Instructional Guidebook.

Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) :10
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non - wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
Rgment (check all that apply):
Non- wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes /ponds: acres.
❑ Other non - wetland waters: acres. List type of aquatic resource:
0 Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non - wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes /ponds: acres.
Other non - wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiedon Following Rapanos.

❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:1:24K - Harrisburg(NC) quad
® USDA Natural Resources Conservation Service Soil Survey. Citation:Natural Resources Conservation Service
Web Soil Survey URL: httpl /websoilsurvey.nres.usda.gov.
❑ National wetlands inventory map(s). Cite name:
BStateLoml wetland inventory map(s):
FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable /supporting case law:
❑ Applicable/supporting scientific literature:
❑ Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.1
ETC DWO Stream Identification Form Version 4.1
Date: June 15, 2012
Pro ect/Slt Bro°kS a s nal Re/Commons
Seasonal RPW C
etude: 35.29050 N
Evaluator: LSR, PJK
County: Cabamus County
Longitude: - 80.65981 W
Total Points:
24
Stream Determination circle one)
Other Harrisburg (NC) Quad.
Stream is at least intermittent
if a 19 or perennial if it 30'
Ephemeral termitte erennlal
e g Ouad Name: HuC: 03040105
A. Geomorphology (Subtotal = 13.5
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
C3J
2. Sinuosity of channel along the"
0
1
C2
3
3. In- channel structure: ex. rifflelml, stepiml,
ri I Isequence
0
O
2
3
4. Particle size of stream substrate
0
C13
2
3
5. Active /relict floodplain
0
Yes
2
3
6. Depositional bars or benches
0
§��j
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
1
C23
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No 0
Yes = 3
artificial ditches are not rated, see discussions in manual
B. Hydrology (Subtotal = 5.5 )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
Clj
1.5
3
17. Soil -based evidence of high water table?
No = 0
Yes
C. Bioloav (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance
1
2
3
21. Aquatic Mollusks
io
1
2
3
H. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL =1.5
p 35 of manual
Other e)
'perennial streams may also be identified using other methods See
Notes: +/- 2'- T wide chap. +/- 4'- 6' wide @?top
of bank. Sand
ravel, coarse gravel.
Sketch:

J , 1 •
WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Brookdale Village /Commons City/county- Harrisburg /Cabarrus Sampling Date, 06/15/12
Applicant/Owner- State: NC sampling Point: UPLAND
Investigator(s), LSR/NRN Section, Township, Range*
Landform (hiltslope, terrace, etc) Hillslope Local relief (concave, convex, none): none Slope ( %): 5-7%
subregion (LRR orMLRA): MLRA 136 Lat: 35.2929 N Long: 80.6584 W Datum: WGS84
Sod Map Unit Name: EnD, Enon Sandy Loam, 8-15% slopes NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation N Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes=✓ No
Are Vegetation N Sod N or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes= No Q Is the Sampled Area
Hydric Soil Present? Yes= No F V within a Wetland? Yes No
Wetland Hydrology Present? Yes= No 0
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Se22ndary
Indicators (minimum of two re uired
E:]Sparsely
urface Soil Cracks (86)
Vegetated Concave Surface (138)
Primary Indicators (minimum of one is required, check all that aoohr)
=Surface Water (Al) OTrue Aquatic Plants (B14)
=High Water Table (A2)
=Hydrogen Sulfide Odor (Cl)
[
rminage Patterns (B10)
=Saturation (A3)
]Oxidized Rhizospheres on Living Roots (C3)
=Moss
Trim Lines (816)
=Water Marks (81)
=Presence of Reduced Iron (C4)
=Dry-
Season Water Table (02)
=Sediment Deposits (82)
=Recent iron Reduction in Tilled Soils (C8)
=Crayfish
Burrows (C8)
Q Drift Deposits (133)
[Thin Muck Surface (C7)
[Saturation
Visible on Aerial Imagery (C9)
[Algal Mat or Crust (84)
=Other (Explain in Remarks)
[=]Stunted
or Stressed Plants (DI)
=Iron Deposits (65)
=Geomorphic
Position (D2)
Inundation Visible on Aerial Imagery (87)
=Shallow
Aquitard (D3)
=Water- Stained Leaves (89)
=Microtopographic
Relief (D4)
=Aquatic Fauna (B13)
=FAC-
Neutral Test (D5)
Field Observations:
Surface Water Present?
Yes= NoM Depth (inches):
Water Table Present?
Yes= Nor-- '—I Depth (inches):
Saturation Present?
Yes= No0 Depth (inches):
Wetland Hydrology Present? Yes= No �✓
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

0 , I d
VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: UP_
Tree Stratum (Plot size* ) % Cover cies? Status Number of Dominant Species
1. Liquidambar styraciflua 30 Y FAC I That Are OBL, FACW, or FAC 1 (A)
2. Ulmus alata 15 Y FACU
Total Number of Dominant
3. Species Across All Strata: 5 (B)
4.
Percent of Dominant Species
S. That Are OBL, FACW, or FAC 20 (A/B)
6.
7.
45 = Total Cover
S1111109 Stratum (Plot sae: )
1.Quercus alba 25 Y FACU
2. Ulmus alata 20 Y FACU
3
5.
6.
7.
45 = Total Cover
Shrub Stratum (Plot size: )
1.
2
3
4.
5.
6.
7.
= Total Cover
Herb Stratum (Plot size. )
1
2.
3.
4.
5.
6.
7.
Prevalence Index worksheet:
Total % Cover
of
Multiply by,
oBL species
0
x 1 = 0
FACW species
0
x2= 0
FAC species
30
X3= 90
FACU species
70
x 4= 280
UPL species
0
x 5 = 0
Column Totals:
100
(A) 370 (B)
Prevalence Index = B/A = 3.7
[—]1 - Rapid Test for Hydrophytic Vegetation
02 - Dominance Test is -50%
=3 - Prevalence Index is 53 0'
=4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
OProblematic Hydrophybc Vegetation' (Explain)
'Indicators of hydric sod and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 it (6 m) or more in height and 3 in.
(7 6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 R (6 m) or more in height and less
than 3 in. (7 6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 it (1 to 6 m) In height.
8.
9.
Herb - All herbaceous (non - woody) plants, Including
herbaceous vmes, regardless of size, and woody
10
plants, except woody vines, less than approximately 3
11
It (1 m) in height
12.
Woody vine - All woody vines, regardless of height
= Total Cover
Woody Vine Stratum (Plot sae:
1, Vitis labrusca 10 Y FACU
2.
3.
4 Hydrophytic
Vegetation
5. Present? Yes= No Ek
10 = Total Cover
Remarks: (include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastem Mountains and Piedmont - Version 2 0

SOIL
Sampling Point: UPLAND
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) _ % Time' Locz
Texture Remarks
0-6 10YR 5/3 100
Loamy Clay
6-12 10YR 5/4 100
Loamy Clay
12+ 7.5YR 5/6 100
CI_�_
'Type: C= Concentration D=Deplebon, RM= Reduced Matrix MS= Masked Sand Grains.
=Location: PL =Pore Lining, M= MatriK.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
IHistosol (At)
MDark Surface (S7)
a2 cm Muck (A10) (MLRA 147)
=Histic Epipedon (A2)
=Polyvalue Below Surface (S6) (MLRA 147,148) =Coast Prairie Redox (A16)
=Black Hlstic (A3)
=hln Dark Surface (89) (MLRA 147,148)
(MLRA 147,148)
=Hydrogen Sulfide (A4)
Loamy Gleyed matrix (F2)
=Piedmont Floodplain Soils (F19)
=Stratified Layers (AS)
ODepleted Matrix (F3)
(MLRA 136,147)
=2 cm Muck (A10) (LRR N)
= Redox Dark Surface (F6)
Very Shallow Dark Surface (TF12)
Depleted Below Dark Surface (At 1)
ODepleted Dark Surface (F7)
=Other (Explain In Remarks)
=Thick Dark Surface (At 2)
0 Redox Depressions (F6)
Sandy Mucky Mineral (S1) (LRR N.
Qiron- Manganese Masses (F12) (LRR N,
MLRA 147,148)
Sandy Gleyed Matrix (S4)
MLRA 136)
QUmbric Surface (F13) (MLRA 136.122)
'Indicators of hydrophytic vegetation and
Sandy Redox (S5)
QPiedmont Floodplain Solis (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6)
MRed Parent Material (F21) (MLRA 127,147) unless disturbed or problematic.
Type:
Depth (Inches): Hydrlc Soil Present? Yes= No
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

r 4 0 •
NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.1
ETC DWQ Stream Identification Form Version 4.1
Date: June 15, 2012
Pro ect/SH Brookedale dal Re/Commons
J Perennial RPW G
etude: 35.29121 N
Evaluator: LSR, PJK
County: Cabarrus County
Longitude: - 80.66016 W
Total Points:
31
Stream Determination circle one)
other Harrisburg (NC) Quad
Stream is at least intermittent
Ephemeral terrnitte erennlal
e g Quad Name: HUC: 03040105
if >_ 19 or perennial if > 30'
2
3
A. Geomorphology ( Subtotal = 16.5
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. in- channel structure: ex. riffle -pool, step -pool,
ri I I sequence
0
1
O
3
4. Particle size of stream substrate
0
1
2
3
5. Active /relict floodplain
0
Yes
C2J
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2 3
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No CD
Yes = 3
a artificial ditches are not rated, see discussions in manual
B. Hydrology (Subtotal = 7 )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes
3
C. Biology (Subtotal = 7.5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthas (note diver" and abundance )
0
Ci
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
Eff�
0.5
1
1.5
24. Am ibians
0. 5
1
1.5
25. Algae
0
OLD
1
1.5
26. Wetland plants In streambed FACW = 0.75: OBL = 1.5 Other c.0
'perennial streams may also be identified using other methods See p 35 of manual
Notes: +/- 3' - 5' wide than. +/- 6' - 8' wide @top of bank. Sand
gravel, cobble some exposed bedrock.
Low flow. Persistent pools. Caddisfly
larvae observed. Crayfish
and amphibians
expected, not scored.
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WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/site: Brookdale Village /Commons City /County. Harrisburg /Cabarets sampling Date. 06/15112
Applicant/Owner. State: NC Sampling Pant. W idX/Y(typical;
Investigator(s), LSR/NRN Section, Township, Range
Landform (hillslope, terrace, etc) Valley Local relief (concave, convex, none): concave Slope (%): 3 -5%
Subregion (LRR or MLRA): MLRA 136 Lat: 35.2929 N —Long-80.6584W Datum: VVGS84
Soil Map Unit Name: EnD, Enon Sandy Loam, 8-15% slopes NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no• explain in Remarks.)
Are Vegetation N Soil N , or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes= No
Are Vegetation N soil N or Hydrology N naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes= No = Is the Sampled Area
Hydric Soil Present? Yes= No = within a Wetland? Yes - No
Wetland Hydrology Present? Yes 0 No =
Remarks.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators minimum of two required)
[:1parsely
urface Soil Cracks (66)
Vegetated Concave Surface (68)
Primary Indicators (minimum of one is required. check all that apply)
=Surface Water (Al) True Aquatic Plants (814)
=High Water Table (A2)
=Hydrogen Sulfide Odor (C1)
✓rainage
Patterns (B10)
✓=Saturation (A3)
_✓ Oxidized Rhizospheres on Living Roots (C3)
=Moss
Trim Lines (B16)
=Water Marks (81)
=Presence of Reduced Iron (C4)
=Dry-
Season Water Table (C2)
=Sediment Deposits (132)
=Recent Iron Reduction in Tilled Soils (C6)
=Crayfish
Burrows (C8)
=Dnft Deposits (63)
=Thin Muck Surface (C7)
=Saturation
Visible on Aerial Imagery (C9)
=Algal Mat or Crust (134)
=Other (Explain in Remarks)
=Stunted
or Stressed Plants (D1)
=Iron Deposits (135)
=
eomorphic Position (D2)
=Inundation Visible on Aerial Imagery (137)
=Shallow
Aquitard (D3)
=Water- Stained Leaves (89)
=Microtopogmphic
Relief (D4)
=Aquatic Fauna (1313)
OFAC-
Neutral Test (135)
Field Observations:
Surface Water Present? Yes=
No= Depth (inches):
Water Table Present? Yes=
Saturation Present? Yes=
No= Depth (inches): $
No= Depth (inches): 6
Welland Hydrology Present? Yes= No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

I I e
VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size, )
1. Fraxinus pennsylvanica
% Cover Species? Status
25 Y FACW
2. Platanus occidentalis
15 Y FACW
3.
x2=
4.
x 3 =
5.
x4=
6.
x 5 =
7
(A) (B)
SaDltng- Stratum (Plot size:
i.
40 = Total Cover
S
2.
3.
be Dresent. unless disturbed or Droblematic
4.
5.
6.
7
Sampling Point: Wild
Number of Dominant Species
That Are OBL, FACW, or FAC 7 (A)
Total Number of Dominant
Species Across All Strata: 7 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC 100 (A!B)
Total % Cover of
Multiply by
OBL species
x 1 =
FACW species
x2=
FAC species
x 3 =
FACU species
x4=
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
= Total Cover
Hydrophy is Vegetation Indicators:
F_]1 - Rapid Test for Hydrophyhc Vegetation
Shrub Stratum (Plot size: )
1 Comus amomum 20 Y FACW
[Z12 - Dominance Test is >50%
03 - Prevalence Index is 9.0'
Q4 - Morphological Adaptations' (Provide supporting
2.Alnus serrulata 15 Y OBL
3
data in Remarks or on a separate sheet)
Problematic Hydrophyhc Vegetation' (Explain)
4'
5.
6.
'Indicators of hydric sod and wetland hydrology must
7,
be Dresent. unless disturbed or Droblematic
35 = Total Cover
Herb Stratum (Plot size.
1, Lobelia cardinalis 15 Y FACW
2,Carex ludda 10 Y OBL
3.
4.
5.
6.
7.
9
10.
11.
12.
= Total Cover
Woody Vine Stratum (Plot size: )
1. Bignonia capreolata 10 Y FAC
2.
3.
4.
5.
10 = Total Cover
or on a
Tree - Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and less
than 3 in. (7.6 cm) D B H
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 It (1 to 6 m) In height.
Herb -All herbaceous (non- woody) plants, Including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
It (1 m) in height
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation
Present? Yes No Q
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

e , s «
SOIL
to
or
Sampling Point: WUd X/Y
Depth Matrix Redox Features
(inches) Color (moist) _% Color (molstl % Tvoe Loci Texture Remarks
0-4 10YR 4/1 85 10YR 6/8 10 C PL saa�u
4-8 10YR 5/1 85 10YR 6/8 10 C PL Loamy Clay
8+ 10YR 5/1 100 Clay
'Tvoe: C= Concentration. D= Deeletion. RM= Reduced Matrix. MS= Masked
Hydric Soil Indicators:
QHistosol (A1)
C3Dark Surface (S7)
Indicators for Problematic Hydric Soils':
a2 cm Muck (A10) (MLRA 147)
MHistic Epipedon (A2)
MPolyvalue Below Surface (S6) (MLRA 147,148)
ocoast Prairie Redox (A16)
Histic (A3)
QThin Dark Surface (S9) (MLRA 147,148)
(MLRA 147,148)
ElBlade
Hydrogen Sulfide (A4)
MLoamy Gleyed Matrix (F2)
-]Piedmont Floodplain Soils (F19)
QStratified Layers (AS)
[-12 cm Muck (A10) (LRR N)
QDepleted Matnx (173)
ORedox Dark Surface (F6)
(MLRA 136,147)
OVery Shallow Dark Surface (TF12)
ODepleted Below Dark Surface (All)
ODepleted Dark Surface (F7)
QOther (Explain In Remarks)
OThick Dark Surface (Al2)
[= Redox Depressions (F6)
MSandy Mucky Mineral (S1) (LRR N.
Qlron- Manganese Masses (F12) (LRR N,
MLRA 147,148)
C]Sandy Gieyed Matrix (S4)
MLRA 136)
QUmbric Surface (F13) (MLRA 138,122)
3Indicators of hydrophytic vegetation and
QSandy Redox (S5)
OPiedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
MStripped Matrix (S6)
MRed Parent Matenal (F21) (MLRA 127,147)
unless disturbed or problematic.
Type:
Depth (Inches):
US Army Corps of Engineers
Hydric Soil Present? YesEEI No =
Eastern Mountains and Piedmont — Version 2.0