20200968 Ver 1_PCN Binder_20200727

Preliminary ORM Data Entry Fields for New Actions
SAW – 201 - BEGIN DATE [Received Date]:
Prepare file folder Assign Action ID Number in ORM
1.Project Name [PCN Form A2a]:
2.Work Type: Private Institutional Government Commercial
3.Project Description / Purpose [PCN Form B3d and B3e]:
4.Property Owner / Applicant [PCN Form A3 or A4]:
5.Agent / Consultant [PCN Form A5 – or ORM Consultant ID Number]:
6.Related Action ID Number(s) [PCN Form B5b]:
7.Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
8.Project Location - Tax Parcel ID [PCN Form B1a]:
9.Project Location – County [PCN Form A2b]:
10.Project Location – Nearest Municipality or Town [PCN Form A2c]:
11.Project Information – Nearest Waterbody [PCN Form B2a]:
12.Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]:
Authorization: Section 10 Section 404 Section 10 & 404
Regulatory Action Type:
Standard Permit
Nationwide Permit #
Regional General Permit #
Jurisdictional Determination Request
Pre-Application Request
Unauthorized Activity
Compliance
No Permit Required
0
1
July 27, 2020
Mr. Bryan Roden-Reynolds
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Asheville, NC 28801-5006
Mr. Alan Johnson
NCDEQ
Division of Water Resources
610 East Center Street, Suite 301, Moorseville, NC 28115
Mr. Paul Wojoski
NCDEQ
Division of Water Resources
Wetlands & Storm Water Branch
512 North Salisbury Street, Raleigh, NC 27604
Mr. Byron Hamstead
U.S. Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street, Asheville, NC 28801
Subject: SAW-2019-02455; Pre-Construction Notification for NWP #29 for the Cameron
Commons site in Charlotte, Mecklenburg County, North Carolina
Messrs. Roden-Reynolds, Johnson, Wojoski and Hamstead,
Enclosed is a request for Nationwide Permit #29 for the Cameron Commons site on 93.77 acres
located at 11815 University City Boulevard in Charlotte, NC. The site is a proposed residential
development and consists of six streams and nine wetlands. A preliminary jurisdictional
determination request was previously submitted and approved by USACE (D. Shaeffer) on
1/23/2020. Please refer to the Jurisdictional Determination Information and
Approvals/Authorizations sections for information on onsite surface waters.
As shown on the attached exhibits, the proposed project will include permanent impacts to three
streams for road crossing access. Total permanent impacts proposed include 298 linear feet of
stream impact (Streams A, B and L) and 0.08 acres of wetland impacts (Wetland E). These
access crossings were necessary due to City connectivity requirements as well as constraints
from existing sewer line infrastructure and onsite stream buffers. Please refer to the
Correspondence Documents section for additional information and communication regarding the
requirements and encumbrances considered in determining the proposed roadway connections.

2
Impacts to site surface waters associated with the proposed development were limited through
site selection location, design, and the location/orientation of the proposed lots and access routes.
Headwalls are proposed at each crossing and, where possible, 2:1 slopes will be implemented to
limit impacts to site surface waters. The applicant has demonstrated substantial avoidance and
minimization efforts in which 75% of onsite wetlands and 95% of onsite streams will be avoided.

To compensate for the anticipated permanent impacts to onsite wetlands, the applicant is
proposing payment to the North Carolina Division of Mitigation Services In-Lieu Fee Program at
a 2:1 ratio.

Also enclosed is a copy of our Threatened/Endangered Species Evaluation for the site. No listed
species were identified within the project area and we believe that there will be no effect on
listed species, or their critical habitat as designated under Section 7 of the Endangered Species
Act. Please refer to the Threatened and Endangered Species Evaluation Section for additional
details on the terrestrial species evaluation. Thank you for your consideration and please contact
me if you have any questions, [phone] or email at [e-mail].

Sincerely,

Heath Caldwell Len Rindner, PWS
Environmental Scientist Principal

Permit Application Permit Application
Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
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: 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 1h
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:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Cameron Commons
Mecklenburg
Charlotte
Samuel and Shirley Johnson
33182-88
2549 Grady Harris Sr Road
Harrisburg NC, 28075
704-455-6954
29
Page 2 of 10
4.Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Christian Jones
Lennar
6701 Carmel Road, Ste. 425
Charlotte, NC 28226
980-579-7831
[e-mail]
Heath Caldwell
Wetlands & Environmental Planning Group (WEPG), PLLC
10612-D Providence Road, PMB 550
Charlotte, NC 28277
336-554-2728
[e-mail]
Developer
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
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.
-80.6882
93.77
Mallard Creek
C
Yadkin Pee-Dee 03040105
The site is residential and farmland with outbuildings, landscaping, pasture, fencerows, fields and woodlands, and is in varying stages of disturbance.
The topography is gently to moderately sloped with the elevation ranging from 600 to 680 ft.
0.31
Residential development
Fill and grading of the site will use standard equipment- excavator, dump truck, track how, etc.
WEPG
SAW-2019-02455 on 1/23/20. See attached.
35.3213
5,415
Nic Nelson
05111l04, 05122178, 05111109, 05111114, 05111103, 05111199
Page 4 of 10
PCN Form – Version 1.4 January 2009
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.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Fill Headwater Wetland No Corps 0.08
Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
0.08
Culvert Stream A PER Corps 8 100
Stream B 12 122
Stream L 15 76
Stream A 8 40
Stream B 12 40
Stream L 15 40
418
P
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
P
P
P
T
T
T
Culvert
Culvert
Access
Access
Access
INT
INT
PER
INT
INT
Corps
Corps
Corps
Corps
Corps
Page 5 of 10
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)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
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:
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.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
Choose one
Yes/No
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
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:
Type:
Type:
Quantity:
Quantity:
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:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts associated with the proposed development were limited through site selection, location, design, and location/orientation of the proposed lots
and access routes. Headwalls are proposed at each crossing and, where possible, 2:1 slopes will be implemented to limit impacts to site surface
waters. The applicant has demonstrated substantial avoidance and minimization efforts in which 75% of onsite wetlands and 95% of onsite streams
will be avoided.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques will implement approved erosion control methods to avoid/minimize to onsite/adjacent offsite receiving conveyances.
Crossings were designed so rip rap wasn't necessary for stabilization and utility crossings have been proposed to be installed within the roadway
crossings.
298
warm
See attached letter
Choose one
Choose one
Choose one
Page 7 of 10
6.Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 10
PCN Form – Version 1.4 January 2009
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
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2.Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3.Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
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
60
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Storm water on the site will be handled by facilities shown on the attached plans. The stormwater plan has not yet been submitted to the City
of Charlotte but will be designed to meet their criteria.
City of Charlotte
City of Charlotte
Page 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1.Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
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.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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
additional development, which could impact nearby downstream water quality? Yes No
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.
No additional phases are proposed at this time.
Wastewater generated on the site will be transported to the nearest treatment facility via sewer lines.
Page 10 of 10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
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?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Date
-
A threatened/Endangered species assessment was conducted in which no species were identified. Habitat may exist for the Northern Long Eared Bat
but the project is exempt as noted in the included T&E report.
No essential fish habitat in this region.
R&S Webb &Associates report;SHPO’s website: http://gis.ncdnr.gov/hpoweb/
www.fema.gov
http://polaris3g.mecklenburgcountync.gov
7/27/20Amber Lipsky
July 8, 2020
Christian Jones
Lennar Carolinas, LLC
6701 Carmel Road, Suite 425
Charlotte, NC 28226 Expiration of Acceptance: 1/8/2021
Project: Cameron Commons County: Mecklenburg
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS 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 G.S. § 143-214.11.
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 within this time frame, this acceptance will
expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once DMS 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 by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(8-digit HUC) Impact Type Impact Quantity
Yadkin 03040105 Warm Stream 300
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly Williams at [phone].
Sincerely,
FOR James. B Stanfill
Asset Management Supervisor
cc: Heath Caldwell, agent
Wetlands and Environmental Planning Group
Agent Authorization Letter
Leonard S. Rindner, PLLC.
The purpose of this form is to authorize our firm to act on your behalf in inatters related to aquatic
resource (i.e. stream/wetlands) identification/mapping and regulatory permitting. The
undersigned, who are either registered property owners or legally authorized to conduct due
diligence activities on the property as identified below, do hereby authorize associates of
Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my
behalf and take all actions necessary for the processing, issuance, and acceptance of applicable
permit(s) and/or certification(s).
Project/Site Name: Cameron Commons
Property Address: 11815 University City Blvd, Charlotte NC
Parcel Identification Number (PIN): 05111104, 05122178, 05111109, 05111114, 05111103, 05111199
Select one: Jam an interested buyer/seller
Name: Zach Ducey
Company; Lenlnar
Mailing Address: 6701 Carmel Road Suite 425, Charlotte, NC 28226
Telephone Number: 980-259-3000
Electronic Mail Address: [e-mail]
Property Owner l
/ Other
Iz/f 3/ (9
* The Interested Buyer/Other ackwowledges that an agreement and/or formal conk nct to purchase and/or conduct
due diligence activities exists between the cinn•ent property owner and the signatory of this authorization in cases
where the property is not owned by the signatory.
Charlotte Office: vvww,wetlands-epg.corn
Asheville Office:
10612-b Providence Rd.
1070 Tunnel Rd., Bldg. I
PMB 550
Suite 10, PMB 283
Charlotte, NC 28277
Asheville, NC 28805
[phone]
[e-mail]

Maps/Plans Maps/Plans

FIGURE NO.
1
CAMERON COMMONS
Mecklenburg Co., NC

VICINITY MAP – WATERS OF THE U.S.
EXISTING CONDITIONS STUDY
SUBJECT TO USACE VERIFICATION

DATE:

UPDATED 09/24/19 BLK
Drawn By:
LSR NRN
K
Reviewed By:
SITE
PROJECT BOUNDARY
STUDY LIMITS
FIGURE NO. CAMERON COMMONS
Mecklenburg Co., NC
AERIAL MAP
EXISTING CONDITIONS STUDY
SUBJECT TO USACE VERIFICATION
DATE:
09/24/19
Drawn By:
LSR BLK
Reviewed By:
PROJECT BOUNDARY
STUDY LIMITS
93.77 AC +/-
2
FIGURE NO.
3
CAMERON COMMONS
Mecklenburg Co., NC
USGS MAP – WATERS OF THE U.S.
EXISTING CONDITIONS STUDY
SUBJECT TO USACE VERIFICATION
DATE:
UPDATED 09/24/19 BLK
Drawn By:
LSR NRN
K
Reviewed By:
LOCATION
Lat: 35.3213 ºN
Long: -80.6882 ºW
HUC: 03040105
ROCKY
SCALE
1:24,000
ACRES
93.77
USGS QUAD
Harrisburg, NC
MALLARD
CREEK
PROJECT BOUNDARY
STUDY LIMITS
FIGURE NO.
4.1
CAMERON COMMONS
Mecklenburg Co., NC
PUBLISHED SOILS MAP
-WATERS OF THE U.S.-
EXISTING CONDITIONS STUDY
SUBJECT TO NCDEQ VERIFICATION
DATE:
UPDATED 09/24/19
BLK
Drawn By:
LSR NRN
K
Reviewed By:
PROJECT BOUNDARY
STUDY LIMITS
FIGURE NO.
4.2
CAMERON COMMONS
Mecklenburg Co., NC
PUBLISHED SOILS MAP LEGEND
-WATERS OF THE U.S.-
EXISTING CONDITIONS STUDY
SUBJECT TO NCDEQ VERIFICATION
DATE:
UPDATED 09/24/19
BLK
Drawn By:
LSR NRN
K
Reviewed By:
FIGURE NO.
5
CAMERON COMMONS
Mecklenburg Co., NC
PARCEL MAP
-WATERS OF THE U.S.-
EXISTING CONDITIONS STUDY
SUBJECT TO NCDEQ VERIFICATION
DATE:
12/10/19
Drawn By:
LSR BLK
Reviewed By:
PARCEL: 05122178
SAMUEL JOHNSON
2549 GRADY HARRIS SR RD
HARRISBURG NC 28075
PARCEL: 05111103
SAMUEL JOHNSON
2549 GRADY HARRIS SR RD
HARRISBURG NC 28075
PARCEL: 05111114
SAMUEL JOHNSON
2549 GRADY HARRIS SR RD
HARRISBURG NC 28075
PARCEL: 05111109
SAMUEL JOHNSON
2549 GRADY HARRIS SR RD
HARRISBURG NC 28075
PARCEL: 05111104
SAMUEL JOHNSON
2549 GRADY HARRIS SR RD
HARRISBURG NC 28075
PARCEL: 05111199
SHIRLEY JOHNSON
7774 PHARR MILL RD
HARRISBURG NC 28075
FIGURE NO. CAMERON COMMONS
Mecklenburg Co., NC
BUFFER MAP
EXISTING CONDITIONS STUDY
SUBJECT TO USACE VERIFICATION
DATE:
09/24/19
Drawn By:
LSR BLK
Reviewed By:
35’ SWIM BUFFER
PROJECT BOUNDARY
STUDY LIMITS
93.77 AC +/-
100’ POST
CONSTRUCTION BUFFER
6
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_EXISTING.dwg, KROWE, 7/23/2020 8:03:50 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374EXISTING SITE CONDITIONSWKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822607007001400SCALE: 1" = 700'PROPERTY BOUNDARY (TYP.)UNIVE
R
S
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B
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(NC-49
)CABARRUS FARM RDBREEZEHILL LNARCHERS FARM RDWA
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ERHARRIS HOUSTON RDHUNTERS TRACEBUSTLEHEAD CTMALLARDWILDBURNE CTTUR
T
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WATERMO
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DEER CHASE LNWETLAND M(±1,590 SF)(±0.037 AC)WETLAND K(±1,014 SF)(±0.023 AC)CROSSING DRFLO
W
E
R

L
N INTERMITTENTSTREAM L (±410 LF)PERENNIAL STREAM A(±2,725 LF)WETLAND J(±860 SF)(±0.020 AC)PERENNIAL STREAM A(±2,725 LF)INTERMITTENTSTREAM D (±700 LF)WETLAND O(±1,035 SF)(±0.024 AC)INTERMITTENTSTREAM B (±1,050 LF)WETLAND E(±4,385 SF)(±0.101 AC)PERENNIAL STREAM C(±290 LF)WETLAND F(±780 SF)(±0.018 AC)WETLAND G(±900 SF)(±0.021 AC)WETLAND I(±2,705 SF)(±0.062 AC)PERENNIAL STREAM H(±240 LF)WETLAND P(±190 SF)(±0.004 AC)PROPERTY BOUNDARY (TYP.)KWRKWRJJLJUN 20201 OF 132019051900CLEX. 36" SANITARYTRUNK SEWEREX. 48" CULVERT ANDASSOCIATED RIP-RAP(50 LF EX. STREAM IMPACT)
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:03:52 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374KWRKWRJJLJUN 20202 OF 132019051900CLOVERALL SITE PLAN WITH BUFFERSWKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822607007001400SCALE: 1" = 700'APPROXIMATE LOCATIONOF 100' PCCO BUFFERPROPERTY BOUNDARY (TYP.)UNIVE
R
S
I
T
Y

C
I
T
Y

B
L
V
D
(NC-49)CABARRUS FARM RDBREEZEHILL LNARCHERS FARM RDWA
T
ERHARRIS HOUSTON RDHUNTERS TRACEBUSTLEHEAD CTMALLARDWILDBURNE CTTUR
T
L
E

P
O
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N
T

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WATERMO
S
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L
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DEER CHASE LNBMP #1APPROXIMATE LOCATIONOF 50' PCCO BUFFERCROSSING DRFLO
W
E
R

L
N
150' DUKE POWEREASEMENTBMP #2BMP #3PROPERTY BOUNDARY (TYP.)PROPOSED ROAD CROSSING#1 STREAM B IMPACTSEE SHEETS 3 TO 5PROPOSED ROAD CROSSING#3 STREAM A IMPACTSEE SHEETS 9 TO 12PROPOSED ROAD CROSSING#2 STREAM L IMPACTSEE SHEETS 6 TO 8LEGEND:APPROXIMATE LOCATIONOF 50' PCCO BUFFERPROPOSED WETLAND EIMPACT SEE SHEET 13APPROXIMATE LOCATIONOF 50' PCCO BUFFERAPPROXIMATE LOCATIONOF 100' PCCO BUFFERBMP #3 OUTFALLBMP #2 OUTFALLBMP #1 OUTFALLNOTE:1.PROJECT MAXIMUM PERCENTIMPERVIOUS : 60%EX. 36" SANITARYTRUNK SEWERPROPOSED STREAMDISTURBANCEPERMANENTTEMPORARYCULVERT #112240CULVERT #27640CULVERT #310040TOTAL298120
W
W
WWWWWWWWWWWWW
1932635640645650655655650645660655650640645650655660PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:03:56 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374INTERMITTENT STREAM B IMPACT - PLAN VIEWWKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822605050100SCALE: 1" = 50'F
L
O
W

D
I
R
E
C
T
I
O
N 3:1 SLOPEEXIST. STREAMTOP OF BANK2:1 SLOPEINTERMITTENTSTREAM B (±1,050 LF)EXIST. STREAMCENTERLINEPROP.HEADWALLINV. ±633.7INV. ±630.8PROP. 106 LF 78"CIRCULAR CMPCULVERT (BURIED 1')2:1 SLOPE2:1 SLOPE3:1 SLOPEF
LOW
D
IR
EC
T
IONPROP.HEADWALLLEGEND:PROPOSED CULVERT1 - 78" CMPLENGTH: 106 FTUPSTREAM INV: 633.7DOWNSTREAM INV: 630.8STREAM IMPACT B±122 LF DISTURBANCEPROP. SANITARYSEWER (TYP.)PROP. STORMDRAINAGE (TYP.)PROP.WATERLINE(TYP.)50' STREAM BUFFEREX. 24" SANITARY SEWERWITHIN 25' EASEMENTCLT WATER JOB NO. 236-89-63850' STREAM BUFFERPROP. PUMP INLET LOCATIONPROP. COFFER DAM(OR APPROVED EQUAL)(20 LF TEMP. STREAM IMPACT)PROP. PUMP DISCHARGE LOCATIONPROP. COFFER DAM(OR APPROVED EQUAL)(20 LF TEMP. STREAM IMPACT)NOTE:1.CONTRACTOR SHALL MINIMIZETHE AMOUNT OF TEMPORARYIMPACTS TO WATERS OF THEU.S. BUT SHALL NOT BE MORETHAN 45 DAYS.KWRKWRJJLJUN 20203 OF 132019051900CLTIE-IN TO EXISTINGSANITARY SEWERTIE-IN TO EXISTINGSANITARY SEWERPROPOSED STREAMDISTURBANCEPERMANENTTEMPORARYCULVERT #112240CULVERT #27640CULVERT #310040TOTAL298120
625630635640645650655660665670625630635640645650655660665670 7+00665.53
8+00647.62
9+00635.61
10+00644.49
HEADWALL
TOP OF BANK
CENTERLINE OF STREAM
TOP OF BANK
HEADWALL
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:03:59 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTALPROP. GRADE @ROAD CENTERLINEEXIST. GRADE @ROAD CENTERLINEPROP. GRADEEXIST. GRADEPROP. 12"WATERMAINBURIED 1'PROP. 106 LF 78"CIRCULAR CMPCULVERT INV. ±630.8INTERMITTENT STREAM B - CROSS SECTIONPROP. 15" RCPPROP. STORMCATCH BASINKWRKWRJJLJUN 20204 OF 132019051900CL
625630635640645650655660665625630635640645650655660665 0+001+00655.42
2+00659.99
3+002-YR: 638.2910-YR: 639.5625-YR: 640.3650-YR: 640.87100-YR: 641.54PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:02 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTALINTERMITTENT STREAM B - PROFILE VIEW630.8631.8633.7634.7360.8360.8PROP. 12"WATERMAIN655.4658.1PROP. GRADEPROP.HEADWALLPROP.HEADWALL78" CIRCULAR CMP CULVERT(BURIED 1')LENGTH = ±106'SLOPE = ±2.74%KWRKWRJJLJUN 20205 OF 132019051900CL
W
W
W
W
W
W
W WWWWWWWWW17117097600605605605605605610605610615600PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:05 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 282260505010050FLOW D
IRECT
ION
3:1 SLOPEEXIST. STREAMTOP OF BANKEXIST. STREAMCENTERLINEPROP. HEADWALLINV. ±595.5INV. ±597.3PROP. 68 LF 60"CIRCULAR CMPCULVERT (BURIED 1')2:1 SLOPE3:1 SLOPEPROP.HEADWALL3:1 SLOPEFLOW D
IRECT
IONINTERMITTENT STREAML (±410 LF)PROP. SSMH - 36PROP. SSMH - 37INTERMITTENT STREAM L IMPACT - PLAN VIEWLEGEND:PROPOSED CULVERT1 - 60" CMPLENGTH: 68 FTUPSTREAM INV: 597.3DOWNSTREAM INV: 595.5STREAM IMPACT B±76 LF DISTURBANCEPROP. STORMDRAINAGE (TYP.)PROP. WATERLINE(TYP.)PROP. SANITARYSEWER (TYP.)18" RCPWETLAND MNO IMPACTPROPOSED(±0.037 AC)50' STREAM BUFFER50' STREAM BUFFERPROP. PUMP INLET LOCATIONPROP. COFFER DAM(OR APPROVED EQUAL)(20 LF TEMP. STREAM IMPACT)INTERMITTENT STREAM L (±410 LF)KWRKWRJJLJUN 20206 OF 132019051900CLNOTE:1.CONTRACTOR SHALL MINIMIZETHE AMOUNT OF TEMPORARYIMPACTS TO WATERS OF THEU.S. BUT SHALL NOT BE MORETHAN 45 DAYS.PROP. COFFER DAM(OR APPROVED EQUAL)(20 LF TEMP. STREAM IMPACT)PROP. PUMP DISCHARGE LOCATIONPROPOSED STREAMDISTURBANCEPERMANENTTEMPORARYCULVERT #112240CULVERT #27640CULVERT #310040TOTAL298120
585590595600605610615620625630585590595600605610615620625630 1+00608.13
2+00601.80
3+00604.24
4+00613.37
HEADWALL
TOP OF BANK
CENTERLINE OF STREAM
TOP OF BANK
HEADWALL
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:17 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTALPROP. GRADE @ROAD CENTERLINEEXIST. GRADE @ROAD CENTERLINEPROP. GRADEEXIST. GRADEPROP. 8" WATERMAINPROP. 68 LF 78"CIRCULAR CMPCULVERT ±595.5PROP. SANITARYSEWERMANHOLE - 37PROP. SANITARYSEWERMANHOLE - 36PROP. 8"SANITARYSEWERINTERMITTENT STREAM L - CROSS SECTIONKWRKWRJJLJUN 20207 OF 132019051900CL
585590595600605610615620585590595600605610615620 0+001+00606.51
2+003+0010-YR: 601.9225-YR: 602.5550-YR: 603.06100-YR: 603.682-YR: 600.95PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:20 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTAL597.3598.3595.5596.5602.3600.5606.5607.3PROP. GRADEPROP.HEADWALLPROP.HEADWALL60" CIRCULARCMP CULVERT(BURIED 1')LENGTH = ±68'SLOPE = ±2.65%PROP. 8" WATERMAINPROP. 8" SANITARY SEWERINTERMITTENT STREAM L - PROFILE VIEWKWRKWRJJLJUN 20208 OF 132019051900CL
W
WWWWWWWWWWWWW96600605610615615610605600600610605600PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:23 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822605050100SCALE: 1" = 50'FLOW DIRECTIONEXIST. STREAMTOP OF BANKEXIST. STREAMCENTERLINEPROP.HEADWALLINV. ±591.0INV. ±587.4PROP. 67 LF 120"CIRCULAR CMPCULVERT (BURIED 1')2:1 SLOPE2:1 SLOPE3:1 SLOPEPROP.HEADWALLWETLAND K NOIMPACT PROPOSED(±0.023 AC)PERENNIAL STREAMA (±2,725 LF)INTERMITTENT STREAML (±410 LF)PROP. 67 LF 96"CIRCULAR CMPCULVERTFLOW DIRECTION2:1 SLOPE2:1 SLOPE3:1 SLOPEPROP. SSMH - 16PROP. SSMH - 35EXIST. SSMH - 3PERENNIAL STREAM A IMPACT - PLAN VIEWLEGEND:PROPOSED CULVERT1 - 120" CMP, 2 - 96" CMPLENGTH: 67 FTUPSTREAM INV: 591.0DOWNSTREAM INV: 587.4STREAM IMPACT A±100 LF DISTURBANCEPROP. STORMDRAINAGE (TYP.)PROP. WATERLINE (TYP.)PROP. SANITARYSEWER (TYP.)100' STREAM BUFFER50' STREAM BUFFEREX. 36" SANITARY SEWERWITHIN 25' EASEMENTCLT WATER JOB NO. 236-89-638PROP. PUMP INLET LOCATIONPROP. COFFER DAM(OR APPROVED EQUAL)(20 LF TEMP. STREAM IMPACT)PROP. PUMP DISCHARGE LOCATIONPROP. COFFER DAM(OR APPROVED EQUAL)(20 LF TEMP. STREAM IMPACT)PROPERTY BOUNDARY (TYP.)PROPERTY BOUNDARY (TYP.)100' STREAM BUFFERPROPOSED STREAMDISTURBANCEPERMANENTTEMPORARYCULVERT #112240CULVERT #27640CULVERT #310040TOTAL298120KWRKWRJJLJUN 20209 OF 132019051900CLTIE-IN TO EXISTINGSANITARY SEWERNOTE:1.CONTRACTOR SHALL MINIMIZETHE AMOUNT OF TEMPORARYIMPACTS TO WATERS OF THEU.S. BUT SHALL NOT BE MORETHAN 45 DAYS.EX. 48" CULVERT ANDASSOCIATED RIP-RAP TO BEREMOVED AND STREAM TOBE RESTORED (50 LF)
580585590595600605610615620625580585590595600605610615620625 27+00608.94
28+00598.09
29+00596.20
30+00600.68
HEADWALL
TOP OF BANK
CENTERLINE OF STREAM
TOP OF BANK
HEADWALL
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:26 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTALPROP. GRADE @ROAD CENTERLINEEXIST. GRADE @ROAD CENTERLINEPROP. GRADEEXIST. GRADEPROP. 12"WATERMAINPROP. 68 LF 120"CIRCULAR CMPCULVERT INV. ±588.4PROP. 8" SANITARYSEWEREXIST. SANITARYSEWERMANHOLE - 3PROP. SANITARYSEWERMANHOLE - 35PROP. 67 LF 96"CIRCULAR CMPCULVERT INV. ±590.4PROP. 67 LF 96"CIRCULAR CMPCULVERT INV. ±590.4PROP. SANITARYSEWERMANHOLE - 16PERENNIAL STREAM A - CROSS SECTIONPROP. 8" SANITARYSEWERKWRKWRJJLJUN 202010 OF 132019051900CLPROP. FLOODPLAINBENCH @ 3:1 SLOPE
580585590595600605610615580585590595600605610615 0+001+002+003+0010-YR: 599.9825-YR: 601.0750-YR: 601.97100-YR: 602.962-YR: 598.10PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
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1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTAL597.4601.0591.0592.0587.4588.4PROP. 12" WATERMAIN610.9611.8PROP. GRADEPROP.HEADWALLPROP.HEADWALL120" CIRCULARCMP CULVERT(BURIED 1')LENGTH = ±67'SLOPE = ±5.37%PROP. 8" SANITARY SEWERPERENNIAL STREAM A - PROFILE VIEWKWRKWRJJLJUN 202011 OF 132019051900CL
580585590595600605610615580585590595600605610615 0+001+002+003+0010-YR: 599.9825-YR: 601.0750-YR: 601.97100-YR: 602.962-YR: 598.10PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Lennar Carolinas\2019051900CL - Cameron Commons Subdivision\CADD\Plan Set\2019051900_C_SHT_WETLAND EXHIBIT_PROPOSED.dwg, KROWE, 7/23/2020 8:04:31 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822608816SCALE: 1" = 8' VERTICLE0808016SCALE: 1" = 80' HORIZONTAL594.0590.4610.9611.8602.0598.4PROP. GRADEPROP.HEADWALLPROP.HEADWALL96" CIRCULARCMP CULVERTLENGTH = ±67'SLOPE = ±5.37%PERENNIAL STREAM A - PROFILE VIEW PROP. 12" WATERMAINPROP. 8" SANITARY SEWERKWRKWRJJLJUN 202012 OF 132019051900CL
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1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 2822605050100503:1 SLOPEPROPERTY BOUNDARY (TYP.)WETLAND E IMPACT - PLAN VIEWLEGEND:PROP. STORMDRAINAGE (TYP.)PROP. WATERLINE(TYP.)PROP. SANITARYSEWER (TYP.)WETLAND E (±4,385 SF)(±3,300 SF TO BE FILLED)2:1 SLOPE2:1 SLOPE2:1 SLOPEKWRKWRJJLJUN 202013 OF 132019051900CLWETLAND EREMAINDER(±1,085 SF)±0.38 AC. TO CONVEY TOREMAINING WETLAND ENOTE:1.CONTRACTOR SHALL MINIMIZETHE AMOUNT OF TEMPORARYIMPACTS TO WATERS OF THEU.S. BUT SHALL NOT BE MORETHAN 45 DAYS.NOTE:SUBSURFACE HYDROLOGY SOURCEAND CONVEYANCE PLAN TO BEDETERMINED BY SUBSURFACEENGINEERS IN THE FIELD.
Jurisdictional Determination Jurisdictional
Determination Information
Reviewed By: 11/11/19 FIGUREDrawn By: NRN Prepared for:CAMERON COMMONS Mecklenburg Co., NC MAP For study purposes only - Subject to USACE/NCDEQ verification INTERMITTENT STREAM D - 519 LF PROPERTY BOUNDARY STUDY LIMITS 93.77 AC +/- WETLAND G -0.03 PERENNIAL STREAM A - 2220 LF INTERMITTENT STREAM B - 1110LF WETLAND O -0.02 AC WETLAND E -0.07 AC PERENNIAL STREAM C -287 LF WETLAND F -0.02 AC WETLAND P -0.01 AC PERENNIAL STREAM H - 189 LF WETLAND I -0.09 AC WETLAND J -0.04 AC INTERMITTENT STREAM L -327 LF WETLAND M -0.03 AC WETLAND K - 0.04 AC USACE WETLAND DATA FORM F USACE UPLAND DP1 NCDEQ STR FORM D NCDEQ STR FORM D NCDEQ VERIFICATION 11/14/19 29101113-1412USACE UPLAND DP1NCDEQ STR FORM D96DCK
Cameron Commons
Mecklenburg Co., NC – 11/11/19

INTERMITTENT STREAM B – PHOTO 1 PERENNIAL STREAM A – PHOTO 2
Cameron Commons
Mecklenburg Co., NC – 9/23/19, 11/11/19

WETLAND F – PHOTO 3
WETLAND E – PHOTO 4
Cameron Commons
Mecklenburg Co., NC – 9/23/19

NON-JURISDICTIONAL SWALE – PHOTO 5 NON-JURISDICTIONAL SWALE – PHOTO 6

Cameron Commons
Mecklenburg Co., NC – 9/23/19

NON-JURISDICTIONAL SWALE – PHOTO 7 NON-JURISDICTIONAL SWALE – PHOTO 8

Cameron Commons
Mecklenburg Co., NC – 9/23/19

NON-JURISDICTIONAL SWALE – PHOTO 9 NON-JURISDICTIONAL SWALE – PHOTO 10

Cameron Commons
Mecklenburg Co., NC – 9/23/19

NON-JURISDICTIONAL SWALE – PHOTO 11 NON-JURISDICTIONAL SWALE – PHOTO 12

Cameron Commons
Mecklenburg Co., NC – 9/23/19

NON-JURISDICTIONAL SWALE – PHOTO 13 NON-JURISDICTIONAL SWALE – PHOTO 14
Correspondence Documents Correspondence
Documents
From:Washington, Isaiah
To:Weston Boles; Obregon, Felix
Cc:Christian Jones; Kris Rowe; Blackmon, Walta
Subject:RE: [EXT] RE: Cameron Commons Subdivision
Date:Tuesday, March 3, 2020 8:59:29 AM
** External email from: [e-mail]. If suspicious, forward to:
[e-mail] **
Weston,

I have spoken with Felix and we are okay with your proposed changes.  I think it should be fine, but I
would suggest verifying with Solomon Fortune that you do not need to do an amendment due to the
relative change of alignment from what is shown on the approved rezoning.

Thank you,

Isaiah Washington
Engineering Project Manager
Charlotte Department of Transportation
[e-mail]
Office 704-432-6511

Helpful Resources Available at CDOT LD Webpage
http://charlottenc.gov/Transportation/Permits/Pages/LandDevelopment.aspx

Please note: Friday March 6th will be my last day with CDOT Land Development

From: Weston Boles <[e-mail]> 
Sent: Wednesday, February 26, 2020 4:28 PM
To: Obregon, Felix <[e-mail]>
Cc: Christian Jones <[e-mail]>; Kris Rowe <[e-mail]>;
Washington, Isaiah <[e-mail]>
Subject: [EXT] RE: Cameron Commons Subdivision

EXTERNAL EMAIL: This email originated from the Internet. Do not click any images, links or open any attachments unless you recognize
and trust the sender and know the content is safe. Please click the Phish Alert button to forward the email to Bad.Mail.

Felix,

I’m sorry to keep bugging you about this, but have you had a chance to review the email below? 

Unfortunately, we cannot move forward with the design until we receive feedback from CDOT.

Thank you for all the help on the project. 

Weston Boles, PE
Program Manager
WK Dickson & Co., Inc.
From: Weston Boles 
Sent: Monday, February 24, 2020 3:04 PM
To: Obregon, Felix <[e-mail]>
Cc: Christian Jones <[e-mail]>; Kris Rowe <[e-mail]>;
Washington, Isaiah <[e-mail]>
Subject: RE: Cameron Commons Subdivision
Felix,
It appears that Isaiah is out of the office for the next week.  Would you be able to help me with my
email below and attached?
Let me know if you have any questions and thanks for the help.
Weston Boles, PE
Program Manager
WK Dickson & Co., Inc.
From: Weston Boles 
Sent: Monday, February 24, 2020 2:59 PM
To: Washington, Isaiah <[e-mail]>
Cc: Christian Jones <[e-mail]>; Kris Rowe <[e-mail]>
Subject: Cameron Commons Subdivision
Isaiah,
I hope you are doing well.
I’m working on a project called Cameron Commons Subdivision which was recently rezoned
(Rezoning Petition #2018-160).  Attached is the Approved Rezoning Site Plan.
A CDOT comment during the rezoning was to provide a Collector Street to the back corner of the
project.  Attached is our current layout which I have placed a red line along the collector road
layout.  Unfortunately, we are running into an issue fitting the road between the stream buffer and
the existing 36” Sanitary Sewer.  Close to the main creek, the sewer is at reasonable depth, but as
the sewer moves to the North away from the creek the sewer depth increases to 35’ which is deeper
than Charlotte Water will allow within the Roadway R/W. 
To avoid this deep sewer, would CDOT allow us to have (2) two tee intersection turns in the
Collector Roadway?  See the attached Site Layout E.
Let me know if you have any questions.  I look forward to hearing from you. 
Weston Boles, PE
Program Manager
WK Dickson & Co., Inc.
1213 W. Morehead Street, Suite 300
Charlotte, NC 28208
Mobile: [phone]
Email: [e-mail]
www.wkdickson.com
Connect with us: Facebook | Twitter | LinkedIn
88877372717486858483828180797877767534373635333853394041424344454647484950515254899590919293941101091291311321331341351361371381111121131141151161171181191201211221231241251261271281301081009910710610510410310210122422322222122021921819420020219519619719819920198969770696867666564636160595857565519181716151413121110987654321252627282930313224232221206212561257141140139157156158142143144145146147148149150151152153154155170159160161162163164165166167168169209211217203216215214213212210204205206207208171193182180179173178177176175174172192191190189188187186185184183181PRELIMINARY DRAWINGS - DO NOT USE FOR CONSTRUCTION1213 W. MOREHEAD STREET, SUITE 300CHARLOTTE, NC 28208(t)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBKWRKWRNOV. 20191.02019XXXX.00.CLSITELAYOUT"E"0150 150 300SCALE: 1" = 150'TYPICAL 42' WIDE LOT(NTS)ROAD CENTERLINEEDGE OF PAVEMENTR/W20' FRONTSETBACK30' REARSETBACK42'5' SIDE SETBACK5' SIDE SETBACK2'-0" CURB110' - 120'5' SIDEWALKLOT ##42' WIDESETBACKSFRONT 20'SIDE 5'SIDE CORNER 10'REAR 30'CAMERONCOMMONSTOTAL NUMBER OF UNITS: 224PROPERTY AREA:±90.3 ACZONING: MX-1TREE SAVE REQUIRED: 9.0 AC (10%)TREE SAVE PROVIDED: 14.0 AC (15.5%)LOCAL RESIDENTIAL STREETRIGHT-OF-WAY WIDTH: 56'STREET WIDTH (B/B): 26'COLLECTOR STREETRIGHT-OF-WAY WIDTH: 64'STREET WIDTH (B/B): 34'SITE DATA:42' WIDE SINGLE FAMILYNUMBER OF UNITS: 224PROPOSED LOT WIDTH: 42'TYPICAL LOT DEPTH: 110'MINIMUM LOT SIZE: 4,500 sq ftMINIMUM SETBACKS:-FRONT: 20'-SIDE: 5'-CORNER: 10'-REAR 30'PROPOSED TREE CANOPY SAVELEGENDFUTURE APARTMENTSITE (±16.0 AC)STORMWATERBMPSTORMWATERBMP
STORMWATERBMPSTORMWATER BMP(APARTMENT SITE)TREE SAVE / COS(14.0 AC)PROJECT BOUNDARY(TYP)PCCO / SWIMBUFFER (TYP)PCCO / SWIMBUFFER (TYP)DEER CHASE LANETURTLE POINT R
O
A
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HARRIS HOUSTON ROADUNIVERSITY CITYBOULEVARD8' PLANTING STRIPDUKE ENERGYEASEMENTEXISTING 25' SANITARYSEWER EASEMENTPCCO / SWIMBUFFER (TYP)WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:CLIENT:PROJECT:SHEET TITLE:REVISED:DATE:COMMENT:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALLRIGHTS RESERVED. REPRODUCTION OR USE OFTHE CONTENTS OF THIS DOCUMENT; ADDITIONSOR DELETIONS TO THIS DOCUMENT, IN WHOLE ORIN PART, WITHOUT WRITTEN CONSENT OF W.K.DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKEDWITH AN ORIGINAL SIGNATURE AND SEAL SHALL BECONSIDERED TO BE VALID, TRUE COPIES.SEAL:30' REVERSEFRONTAGEBUFFER64' COLLECTORSTREET64' COLLECTORSTREET64' COLLECTORSTREET64' COLL
E
C
T
O
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STRE
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64' COLLE
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STREET 56' LOCAL
STREET (T
YP)56' LOCAL
STREET (TYP)56' LOCALSTREET (TYP)56' LOCALSTREET (TYP)EXISTING WETLAND56' LOCALSTREET (TYP)DUKE ENERGYEASEMENT
From:Fortune, Solomon
To:Weston Boles; Washington, Isaiah
Cc:Kris Rowe; Christian Jones
Subject:RE: [EXT] Rezoning Petition (2018-160)
Date:Wednesday, March 18, 2020 10:49:35 AM
** External email from: [e-mail]. If suspicious, forward to:
[e-mail] **
Wes,

Looking at the site and the changes and connections already not being made, the site will need to
make this connection at this time.

From: Weston Boles <[e-mail]> 
Sent: Wednesday, March 18, 2020 10:17 AM
To: Washington, Isaiah <[e-mail]>; Fortune, Solomon
<[e-mail]>
Cc: Kris Rowe <[e-mail]>; Christian Jones <[e-mail]>
Subject: [EXT] Rezoning Petition (2018-160)

EXTERNAL EMAIL: This email originated from the Internet. Do not click any images, links or open any attachments unless you recognize
and trust the sender and know the content is safe. Please click the Phish Alert button to forward the email to Bad.Mail.

Isaiah/Solomon,

I hope the both of you are staying safe.

I want to follow up on Rezoning Petition #2018-016 (Cameron Commons Subdivision).  We are
currently designing this project and have ran into a unique scenario.  See the attached pdf. 

Deer Chase Lane extension (in the red box) is crossing a 36” sanitary sewer which is 40’ deep.  We
are also crossing the 36” sewer on Turtle Point Road extension but this crossing is much more
manageable at only 10’-15’ deep. 

With Deer Chase Lane extension crossing the sewer line at such a large depth and at an odd angle,
we are foreseeing Charlotte Water drawing issue to the road crossing.  Would CDOT allow us to not
connect to Deer Chase Lane because the unique scenario with the sewer line?

Let me know if you have any questions.

Weston Boles, PE
Program Manager
WK Dickson & Co., Inc.
1213 W. Morehead Street, Suite 300
Charlotte, NC 28208
Mobile: [phone]
Email: [e-mail]
www.wkdickson.com

Connect with us: Facebook | Twitter | LinkedIn

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1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28203(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
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KWRKWRESLMAY 2020C3.02019051900CLCAMERON COMMONS SINGLE FAMILY SUBDIVISION
FOR
LENNAR OF THE CAROLINAS
6701 CARMEL ROAD, SUITE 425
CHARLOTTE, NC 28226
OVERALL SITE PLAN0150150300SCALE: 1" = 150'UNIVE
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'200'70'100'100'200'DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS
REVISIONS:
DRAWING INFORMATIONSEAL CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
[phone] (O) [phone] (F)
NC License #: C-2846
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
CAMERON COMMONS
CHARLOTTE
NORTH CAROLINA18389.PEKSADE VENTURES
200 PARK AT NORTH HILLS ST., SUITE 1400
RALEIGH, NC 27609
CONDITIONAL REZONING PLAN
CRZ-110.07.19
1" = 200'
JRC
JRC
TGC DEVELOPMENT DATA TABLESite Acreage± 93.86 ACTax Parcels included in Rezoning051111030511110405122178051111090511111405111199a.Existing Zoning:R-3b.Proposed Zoning:MX-1c.Number of Residential Units538d.Residential Density5.73 Units/Acree.Maximum Building Height40', 3 stories max.f.Number and/or Ratio of Parking SpacesTo Meet Ordinance Requirementsg.Amount of Open SpaceTo Meet Ordinance RequirementsN O R T H0SCALE: 200'400'600'1" = 200'UNIVERSITY CITY BOULEVARD DEVELOPMENT STANDARDSGENERAL PROVISIONS:a.DEVELOPMENT OF THE SITE WILL BE CONTROLLED BY THE STANDARDS DEPICTED ON THIS TECHNICAL DATASHEET (SITE PLAN) AND BY THE STANDARDS OF THE CHARLOTTE ZONING ORDINANCE. THE DEVELOPMENTDEPICTED ON THIS SITE PLAN IS INTENDED TO REFLECT THE ARRANGEMENT OF PROPOSED USES ON THE SITE,BUT THE EXACT CONFIGURATION, PLACEMENT, AND SIZE OF INDIVIDUAL SITE ELEMENTS MAY BE ALTERED ORMODIFIED WITHIN THE LIMITS PRESCRIBED BY THE ORDINANCE DURING THE DESIGN DEVELOPMENT ANDCONSTRUCTION PHASES AS ALLOWED UNDER THE PROVISIONS OF SECTION 6.2 OF THE ZONING ORDINANCE.b.THE PETITIONER ACKNOWLEDGES THAT OTHER STANDARD DEVELOPMENT REQUIREMENTS IMPOSED BY OTHERCITY ORDINANCES, SUCH AS THOSE THAT REGULATE STREETS, SIDEWALKS, TREES, BICYCLE PARKING, ANDSITE DEVELOPMENT, MAY APPLY TO THE DEVELOPMENT OF THIS SITE. UNLESS SPECIFICALLY NOTED IN THECONDITIONS FOR THIS SITE PLAN, THESE OTHER STANDARD DEVELOPMENT REQUIREMENTS WILL BE APPLIEDTO THE DEVELOPMENT OF THIS SITE AS DEFINED BY THOSE OTHER CITY ORDINANCES.c.THROUGHOUT THIS REZONING PETITION, THE TERMS “OWNER”, “OWNERS”, “PETITIONER” OR “PETITIONERS,”SHALL, WITH RESPECT TO THE SITE, BE DEEMED TO INCLUDE THE HEIRS, DEVISEES, PERSONALREPRESENTATIVES, SUCCESSORS IN INTEREST AND ASSIGNEES OF THE OWNER OR OWNERS OF THE SITE WHOMAY BE INVOLVED IN ITS DEVELOPMENT FROM TIME TO TIME.PURPOSE:THE PURPOSE OF THIS PETITION IS TO PROVIDE FOR THE DEVELOPMENT OF A MIXED RESIDENTIAL COMMUNITY.TO ACHIEVE THIS PURPOSE, THE APPLICATION SEEKS TO REZONE THE SITE TO THE MX-1 CLASSIFICATION..PERMITTED USES:THE SITE MAY BE DEVOTED ONLY TO A RESIDENTIAL COMMUNITY CONTAINING A MAXIMUM OF 250 SINGLE FAMILYDETACHED DWELLING UNITS AND A MAXIMUM OF 288 MULTI-FAMILY DWELLING UNITS AND TO ANY INCIDENTAL ANDACCESSORY USES RELATING THERETO THAT ARE ALLOWED IN THE MX-1 ZONING DISTRICT.TRANSPORTATION:1.VEHICULAR ACCESS TO THE SITE SHALL BE AS GENERALLY DEPICTED ON THE REZONING PLAN. THEPLACEMENT AND CONFIGURATION OF THE VEHICULAR ACCESS POINTS ARE SUBJECT TO ANY MINORMODIFICATIONS REQUIRED TO ACCOMMODATE FINAL SITE AND CONSTRUCTION PLANS AND DESIGNS AND TOANY ADJUSTMENTS REQUIRED FOR APPROVAL BY THE CHARLOTTE DEPARTMENT OF TRANSPORTATIONAND/OR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.2.THE ACTUAL LOCATION OF THE VEHICULAR ACCESS POINT ON UNIVERSITY CITY BOULEVARD SHALL BEDETERMINED DURING THE PERMITTING PROCESS.3.THE SITE WILL BE SERVED BY INTERNAL PUBLIC STREETS AND INTERNAL PRIVATE DRIVES AND MINORADJUSTMENTS TO THE LOCATIONS OF THE INTERNAL PUBLIC STREETS AND THE INTERNAL PRIVATE DRIVESSHALL BE ALLOWED DURING THE CONSTRUCTION PERMITTING PROCESS.4.PETITIONER HAS FILED WITH THE PLANNING DEPARTMENT AN APPLICATION FOR AN EXCEPTION OR WAIVER TOELIMINATE TWO STREET CONNECTIONS TO THE PARCELS OF LAND LOCATED TO THE WEST OF THE SITE. THESETWO STREET CONNECTIONS ARE DESIGNATED ON THE SITE PLAN. IF THE EXCEPTION OR WAIVER IS GRANTED,PETITIONER SHALL NOT BE REQUIRED TO CONSTRUCT THESE TWO VEHICULAR CONNECTIONS.5.PETITIONER SHALL INSTALL AN 8 FOOT WIDE PLANTING STRIP AND A 12 FOOT WIDE MULTI-USE PATH ALONG THESITE'S FRONTAGE ON UNIVERSITY CITY BOULEVARD.6.PETITIONER SHALL INSTALL 25 MILE PER HOUR SPEED LIMIT SIGNS ON THE PUBLIC STREETS LOCATED WITHINTHE SITE.7.PETITIONER SHALL DEDICATE AND CONVEY ALL RELEVANT RIGHT OF WAY TO THE CITY OF CHARLOTTE OR TOTHE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AS APPLICABLE PRIOR TO THE ISSUANCE OF THEFIRST CERTIFICATE OF OCCUPANCY FOR A NEW BUILDING CONSTRUCTED ON THE SITE. THE RIGHT OF WAYSHALL BE SETBACK 2 FEET BEHIND THE BACK OF SIDEWALK WHERE FEASIBLE. IF IT IS NOT FEASIBLE, THESIDEWALKS, OR PORTIONS THEREOF, MAY BE LOCATED IN A SIDEWALK UTILITY EASEMENT.8.ANY REFERENCE TO THE TERM “SUBSTANTIALLY COMPLETE” IN THIS SECTION OF THE DEVELOPMENTSTANDARDS SHALL MEAN A DETERMINATION BY CDOT AND/OR NCDOT THAT THE APPLICABLE ROADWAYIMPROVEMENTS ARE DEEMED “SUBSTANTIALLY COMPLETE” FOR THE PURPOSE OF THE ISSUANCE OFCERTIFICATES OF OCCUPANCY FOR BUILDING(S) ON THE SITE. HOWEVER, IN THE EVENT THAT CERTAINNON-ESSENTIAL ROADWAY IMPROVEMENTS (AS REASONABLY DETERMINED BY CDOT) ARE NOT COMPLETED ATTHE TIME THAT PETITIONER SEEKS TO OBTAIN A CERTIFICATE OF OCCUPANCY FOR BUILDING(S) ON THE SITE,THEN CDOT WILL INSTRUCT APPLICABLE AUTHORITIES TO ALLOW THE ISSUANCE OF CERTIFICATES OFOCCUPANCY FOR THE APPLICABLE BUILDINGS, AND IN SUCH EVENT PETITIONER MAY BE REQUIRED TO POST ALETTER OF CREDIT OR A BOND FOR ANY IMPROVEMENTS NOT IN PLACE AT THE TIME SUCH CERTIFICATES OFOCCUPANCY ARE ISSUED TO SECURE THE COMPLETION OF THE RELEVANT IMPROVEMENTS.9.PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A NEW BUILDING CONSTRUCTED ONTHE SITE, PETITIONER SHALL SUBSTANTIALLY COMPLETE THE TRANSPORTATION IMPROVEMENTS AND ITEMSSET OUT BELOW.(A)NC 49 (UNIVERSITY CITY BOULEVARD) AND HARRIS HOUSTON ROAD/OAK LEIGH DRIVE1.CONVERT INTERSECTION TO A SIGNALIZED LEFT-OVER.2.PAY TO CDOT, PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A NEW BUILDINGCONSTRUCTED ON THE SITE, THE FULL COST OF A TRAFFIC SIGNAL TO BE INSTALLED BY OTHERS AT THISINTERSECTION3.STRIPE SOUTHBOUND HARRIS HOUSTON ROAD WITH A TWO-LANE CROSS-SECTION (ONE INGRESS AND ONEEGRESS). THE EGRESS WILL BE A RIGHT TURN.4.MODIFY THE INTERSECTION OF NC 49 (UNIVERSITY CITY BOULEVARD) AND OAK LEIGH DRIVE TO ACCOMMODATETHE U-TURN OF TRUCKS.(A)NC 49 (UNIVERSITY CITY BOULEVARD) AND CABARRUS FARM ROAD(1)CONVERT THE INTERSECTION TO A LEFT-OVER.(2)STRIPE SOUTHBOUND CABARRUS FARM ROAD WITH A TWO-LANE CROSS-SECTION (ONE INGRESS AND ONEEGRESS). THE EGRESS WILL BE A RIGHT TURN.(B)NC 49 (UNIVERSITY CITY BOULEVARD) AND ACCESS A/EXTRA SPACE STORAGE DRIVEWAY(1)CONVERT INTERSECTION TO A DOUBLE LEFT-OVER.(2)STRIPE SOUTHBOUND ACCESS A WITH A TWO-LANE CROSS-SECTION (ONE INGRESS AND ONE EGRESS). THEEGRESS WILL BE A RIGHT TURN.SOLID WASTE:a.ALL SOLID WASTE AND RECYCLING SERVICES WILL BE PROVIDED IN ACCORDANCE WITH SECTION 12.403 OF THEORDINANCEMULTI-FAMILY BUILDINGSARCHITECTURAL AND SITE DESIGN STANDARDS1.PREFERRED EXTERIOR BUILDING MATERIALS: ALL PRINCIPAL AND ACCESSORY BUILDINGS ABUTTING ANETWORK REQUIRED PUBLIC OR PRIVATE STREET SHALL COMPRISE A MINIMUM OF 30% OF THAT BUILDING'SENTIRE FAÇADE FACING SUCH NETWORK STREET USING BRICK, NATURAL STONE (OR ITS SYNTHETICEQUIVALENT), STUCCO OR OTHER MATERIAL APPROVED BY THE PLANNING DIRECTOR.2.PROHIBITED EXTERIOR BUILDING MATERIALS:a.VINYL SIDING (BUT NOT VINYL HAND RAILS, WINDOWS OR DOOR TRIM)b.CONCRETE MASONRY UNITS NOT ARCHITECTURALLY FINISHED3.BUILDING PLACEMENT AND SITE DESIGN SHALL FOCUS ON AND ENHANCE THE PEDESTRIAN ENVIRONMENTTHROUGH THE FOLLOWING:a.BUILDINGS SHALL BE PLACED SO AS TO PRESENT A FRONT OR SIDE FAÇADE TO ALL NETWORK REQUIREDSTREETS (PUBLIC OR PRIVATE)b.BUILDINGS SHALL FRONT A MINIMUM OF 50% OF THE TOTAL NETWORK REQUIRED STREET FRONTAGE ON THESITE (EXCLUSIVE OF DRIVEWAYS, PEDESTRIAN ACCESS, POINTS, ACCESSIBLE OPEN SPACE, TREE SAVE ORNATURAL AREAS, TREE REPLANTING AREAS AND STORM WATER FACILITIES)c.PARKING LOTS SHALL NOT BE LOCATED BETWEEN ANY BUILDING AND ANY NETWORK REQUIRED PUBLIC ORPRIVATE STREETd.DRIVEWAYS INTENDED TO SERVE SINGLE UNITS SHALL BE PROHIBITED ON ALL NETWORK REQUIRED STREETS4.BUILDING MASSING AND HEIGHT SHALL BE DESIGNED TO BREAK UP LONG MONOLITHIC BUILDING FORMS ASFOLLOWS:a.BUILDINGS EXCEEDING 120 FEET IN LENGTH SHALL INCLUDE MODULATIONS OF THE BUILDING MASSING/FACADEPLANE (SUCH AS RECESSES, PROJECTIONS, AND ARCHITECTURAL DETAILS). MODULATIONS SHALL BE AMINIMUM OF 10 FEET WIDE AND SHALL PROJECT OR RECESS A MINIMUM OF 6 FEET EXTENDING THROUGH THEBUILDING.5.ARCHITECTURAL ELEVATION DESIGN - ELEVATIONS SHALL BE DESIGNED TO CREATE VISUAL INTEREST ASFOLLOWS:a.BUILDING ELEVATIONS SHALL BE DESIGNED WITH VERTICAL BAYS OR ARTICULATED ARCHITECTURAL FAÇADEFEATURES WHICH MAY INCLUDE BUT NOT BE LIMITED TO A COMBINATION OF EXTERIOR WALL OFFSETS,PROJECTIONS, RECESSES, PILASTERS, BANDING AND CHANGE IN MATERIALS OR COLORSb.BUILDINGS SHALL BE DESIGNED WITH A RECOGNIZABLE ARCHITECTURAL BASE ON ALL FACADES FACINGNETWORK REQUIRED PUBLIC OR PRIVATE STREETS. SUCH BASE MAY BE EXECUTED THROUGH USE OFPREFERRED EXTERIOR BUILDING MATERIALS OR ARTICULATED ARCHITECTURAL FAÇADE FEATURES ANDCOLOR CHANGESc.BUILDING ELEVATIONS FACING NETWORK REQUIRED PUBLIC OR PRIVATE STREETS SHALL NOT HAVE EXPANSESOF BLANK WALLS GREATER THAN 20 FEET IN ALL DIRECTIONS AND ARCHITECTURAL FEATURES SUCH AS BUT TOLIMITED TO BANDING, MEDALLIONS OR DESIGN FEATURES OR MATERIALS WILL BE PROVIDED TO AVOID ASTERILE, UNARTICULATED BLANK TREATMENT OF SUCH WALLS6.ROOF FORM AND ARTICULATION - ROOF FORM AND LINES SHALL BE DESIGNED TO AVOID THE APPEARANCE OFA LARGE MONOLITHIC ROOF STRUCTURE AS FOLLOWS:a.LONG PITCHED OR FLAT ROOF LINES SHALL AVOID CONTINUOUS EXPANSES WITHOUT VARIATION BY INCLUDINGCHANGES IN HEIGHT AND/OR ROOF FORM, TO INCLUDE BUT NOT BE LIMITED TO GABLES, HIPS, DORMERS ORPARAPETSb.FOR PITCHED ROOFS THE MINIMUM ALLOWED IS 4:12 EXCLUDING BUILDINGS WITH A FLAT ROOF AND PARAPETWALLSc.ROOF TOP HVAC AND RELATED MECHANICAL EQUIPMENT WILL BE SCREENED FROM PUBLIC VIEW AT GRADEFROM THE NEAREST STREET7.SERVICE AREA SCREENING - SERVICE AREAS SUCH AS DUMPSTERS, REFUSE AREAS, RECYCLING AND STORAGESHALL BE SCREENED FROM VIEW WITH MATERIALS AND DESIGN TO BE COMPATIBLE WITH PRINCIPALSTRUCTURES. SUCH DESIGN SHALL INCLUDE A MINIMUM 20 PERCENT PREFERRED EXTERIOR BUILDINGMATERIALS OR A CLASS B BUFFER NOT LESS THAN 10' IN DEPTH AT ALL ABOVE GRADE PERIMETER NOT PAVEDFOR ACCESS.OPTIONAL:8.EXPOSED MULTI-LEVEL PARKING DECKS SHALL PROVIDE SCREENING SO THAT INTERIOR LIGHTING AND CARSARE NOT VISIBLE FROM PUBLIC STREETS. THIS IS PRIMARILY ACCOMPLISHED BY THE USE OF ARCHITECTURALLOUVERS OR DECORATIVE SCREENS ON ALL LEVELS.9.ALL RESIDENTIAL GROUND FLOOR UNITS WILL HAVE ENTRANCES FACING THE STREET, AND WHEN WITHIN 15FTOF A STREET SHALL BE RAISED A MINIMUM OF 12-24". STOOPS SHOULD BE PROVIDED ON ALL PUBLIC ANDPRIVATE STREETS.10.SIDEWALK EXTENSIONS SHOULD BE PROVIDED BETWEEN ALL STREET TREES ON ALL PUBLIC AND PRIVATENETWORK REQUIRED STREETS WHEN PARKING IS ADJACENT.STREETSCAPE AND LANDSCAPING:RESERVEDENVIRONMENTAL FEATURES:a.THE LOCATION, SIZE, AND TYPE OF STORMWATER MANAGEMENT SYSTEMS DEPICTED ON THE REZONING PLANARE SUBJECT TO REVIEW AND APPROVAL AS PART OF THE FULL DEVELOPMENT PLAN SUBMITTAL AND ARE NOTIMPLICITLY APPROVED WITH THIS REZONING. ADJUSTMENTS MAY BE NECESSARY IN ORDER TO ACCOMMODATEACTUAL STORM WATER TREATMENT REQUIREMENTS AND NATURAL SITE DISCHARGE POINTS.b.THE PETITIONER SHALL COMPLY WITH CHARLOTTE CITY COUNCIL APPROVED AND ADOPTED POSTCONSTRUCTION STORMWATER ORDINANCE.c.DEVELOPMENT WITHIN THE PCSO BUFFER SHALL BE COORDINATED WITH AND SUBJECT TO APPROVAL BYCHARLOTTE-MECKLENBURG STORM WATER SERVICES AND MITIGATED IF REQUIRED BY CITY ORDINANCEd.THE PETITIONER SHALL COMPLY WITH THE CHARLOTTE CITY COUNCIL APPROVED AND ADOPTED POSTCONSTRUCTION STORMWATER ORDINANCECHARLOTTE AREA TRANSIT SYSTEMRESERVEDPARKS, GREENWAYS, AND OPEN SPACE:RESERVEDFIRE PROTECTION:RESERVEDSIGNAGE:RESERVEDLIGHTING:FREESTANDING LIGHTING ON THE SITE WILL UTILIZE FULL CUT-OFF LUMINARIES.PHASING:RESERVEDBUFFERS:RESERVEDSITE DEVELOPMENT SHALL COMPLY WITH THE TREE ORDINANCE; INCLUDING PROVIDING 10% TREE SAVE AREABASED ON GROSS ACREAGE. REFER TO PLAN FOR APPROXIMATE LOCATIONS OF TREE SAVE AREAS. *52666,7($5($“$&TREE SAVE AREA TO BE PROVIDED - “$&INITIAL SUBMISSION10-22-18SECOND SUBMISSION 06-10-19THIRD SUBMISSION08-12-19FOURTH SUBMISSION09-23-19FIFTH SUBMISSION10-07-19VICINITY MAPNOT TO SCALENORTHUniversity City BlvdSITE18-160 FOR PUBLIC HEARING ADJACENT R3 ZONEDFUNERAL LAND USEADJACENT B-1 (CD)ZONEDCOMMERCIALADJACENT MX-2 ZONEDMULTI FAMILY NEIGHBORHOODADJACENT MX-2 ZONEDMULTI FAMMATCHLINE - SEE THIS SHEETADJACENT R-3ZONEDSINGLE FAMILYADJACENT R-3ZONEDSINGLE FAMILYPUBLIC R/W PER
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Threatened & Endangered Species Report Threatened & Endangered Species
Report

Threatened / Endangered / Protected Species
Evaluation

For: Lennar – Cameron Commons
Mecklenburg County, North Carolina

By: Lisa R. Gaffney
October 11, 2019

Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

2

GENERAL LANDSCAPE DESCRIPTION:

The Cameron Commons site (93.77 acres) is located just north of US Hwy 49,
and just west of the Mecklenburg/Cabarrus County line, in Mecklenburg County,
North Carolina. It can be found on the Harrisburg, NC USGS Topographic
Quadrangle Map; latitude is 35.3213 N, longitude is -80.6882 W. The site is
residential and farmland with outbuildings, landscaping, pasture, fencerows,
fields and woodlands, and is in varying stages of disturbance. The topography is
gently to moderately sloped with the elevation ranging from 600 to 680 ft. (Figure
1).

Figure 1:

Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

3

METHODOLOGY:

The US Fish and Wildlife Service website
https://www.fws.gov/raleigh/species/cntylist/mecklenburg.html was referenced to
determine the occurrence of Threatened, Endangered and Protected species for
Mecklenburg County North Carolina, the results of which are listed below (Table
1). Maps and aerial photographs were assembled, and the site was investigated
on October 8, 2019.

Table 1: Threatened / Endangered / Protected Species listed for
Mecklenburg County

County: Mecklenburg, NC
*Source: US Fish & Wildlife Service
**Data search on October 8, 2019
Group Name Status Lead Office
Clams Carolina heelsplitter
(Lasmigona decorata)
Endangered Asheville Ecological
Services Field Office
Flowering
Plants
Smooth coneflower (Echinacea
laevigata)
Endangered Raleigh Ecological
Services Field Office
Flowering
Plants
Schweinitz's sunflower
(Helianthus schweinitzii)
Endangered Asheville Ecological
Services Field Office
Flowering
Plants
Michaux's sumac (Rhus
michauxii)
Endangered Raleigh Ecological
Services Field Office
Mammals Northern Long-Eared Bat
(Myotis septentrionalis)
Threatened Twin Cities Ecological
Services Field Office
Birds Bald Eagle (Haliaeetus
leucocephalus)
Protected
under the Bald
and Golden
Eagle
Protection Act
Great Lakes-Big Rivers
Region (Region 3)
Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

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PROTECTED SPECIES DESCRIPTIONS:

A total of three plant species with federal protection are listed as potentially
occurring in Mecklenburg County:

• Schweinitz’s Sunflower (Helianthus schweinitzii), listed as Federally
Endangered, is typically found in open habitats which historically have
been maintained by wildfires and grazing bison and elk herds. Now most
occurrences are limited to roadsides, woodland and field edges, and utility
rights-of-way (ROW).

• Smooth Coneflower (Echinacea laevigata), listed as Federally
Endangered, is typically found in open woods, cedar barrens, roadsides,
clear cuts, dry limestone bluffs and power line rights-of-way, requiring
abundant sunlight and little competition from other plant species.

• Michaux’s Sumac (Rhus michauxii), listed as Federally Endangered,
requires habitat of sandy forests and woodland edges. This species
requires periodic fire as a part of its ecology.

A total of three animal species with federal protection are listed as potentially
occurring in Mecklenburg County:

• Bald Eagle (Haliaeetus leucocephalus), protected by the Bald and Golden
Eagle Protection Act, typically inhabits forested areas near large bodies of
open water such as lakes, marshes, seacoasts and rivers, where there are
suitable fish populations and tall trees for nesting and roosting.

• Carolina Heelsplitter (Lasmigona decorata), listed as Federally
Endangered, is restricted to cool, clean, well-oxygenated water. Stable,
silt- free stream beds are required for this species. Typically stable areas
occur where the stream banks are well-vegetated with trees and shrubs.

• Northern Long-eared Bat (Myotis septentrionalis), listed as Federally
Threatened. During summer, northern long-eared bats roost singly or in
colonies underneath bark, in cavities, or in crevices of both live and dead
trees. Males and non-reproductive females may also roost in cooler
places, like caves and mines. It has also been found, rarely, roosting in
structures like barns and sheds. Northern long-eared bats spend winter
hibernating in caves and mines, called hibernacula.

Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

5

RESULTS:

The Cameron Commons site is residential and farmland with outbuildings,
landscaping, pasture, fencerows, fields and woodlands.

There is a single family residence near Hwy 49, with driveways and dirt roads
attendant to outbuildings, sheds and barns. The uplands are generally covered
with open expanses of pastureland and fields, with fencerows. There are strips
of wooded stream buffers, and disturbed, successional tree cover on the
drainage slopes. There are numerous dirt roads and trails lacing the site and it is
disturbed throughout. Drainages and an unnamed tributary to Mallard Creek flow
northward through the site. There is a sanitary sewer line aligned with the
tributary in part. There is a roadside power line along the property boundary at
Hwy 49.

A large portion of the site is covered with open expanses of pasture and hay
fields, dominated by turf grasses (Festuca spp.). Also present are Broomsedge
(Andropogon virginianum), Johnson grass (Sorghum halepense), Wingstem
(Verbesina sp.), Rabbit Tobacco (Gnapthalium obtusifolium), Tickseed
(Coreopsis major), and Foxtail (Setaria sp.).

The wooded slopes and stream buffers are comprised of mixed pines and
hardwoods with an average diameter at breast height (DBH) of 8-10 inches, with
some scattered larger trees present including White Oak (Quercus alba),
Sweetgum (Liquidambar styraciflua), Virginia Pine , Shortleaf Pine, Loblolly Pine
(Pinus taeda), American ash (Fraxinus americana), Southern Red Oak (Q.
falcata), Black Oak (Q. velutina), Hickory (Carya spp.), and Tulip Poplar
(Liriodendron tulipifera). Subcanopy species include Redbud (Cercis
canadensis), Flowering Dogwood (Cornus florida), Sourwood (Oxydendrum
arboreum), Ironwood (Carpinus caroliniana), and American Holly (Ilex opaca).
The shrub layer is dominated by Chinese Privet (Ligustrum sinense), and other
species present include Spicebush (Lindera benzoin), Blueberry (Vaccinium sp.),
Paw Paw (Asimina triloba) and Autumn Olive (Elaeagnus umbellata),. Vines
present are Catbrier (Smilax spp.), Japanese Honeysuckle (Lonicera japonica),
Crossvine (Bignoinia capreolata), Trumpet Creeper (Campsis radicans),
Muscadine (Vitis rotundifolia), and Poison Ivy (Toxicodendron radicans). The
herb layer is sparse and includes Christmas Fern (Polystichum acrostichoides),
Spotted Wintergreen (Chimaphila maculata), Grapefern (Botrychium sp.), River
Oats (Chasmanthium latifolium), and Japanese Stiltgrass (Microstegium
vimineum).

Some transitional areas have small to medium sized saplings of Red Cedar
(Juniperus virginiana), Virginia Pine (Pinus virginiana), Shortleaf Pine (P.
echinata), Winged Elm (Ulmus alata), and Black Cherry (Prunus serotina).
Invasive shrub species present include Russian Olive (Elaeagnus umbellata) and
Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

6
Chinese Privet (Ligustrum sinense).

The fencerows are dominated by Red Cedar (Juniperus virginiana), Winged Elm
(Ulmus alata), Chinese Privet (Ligustrum sinense), Virginia Pine (P. virginiana),
and Short-leaf Pine (Pinus echnata).

The disturbed roadsides, sanitary sewer line right of way and power lines are
dominated by planted Fescue (Festuca sp.) with mixed shrubs, vines and herbs
that typically occur in this habitat, including Blackberry (Rubus sp.), Russian
Olive, Chinese Privet, Smooth Sumac (Rhus glabra), Groundsel Tree (Baccharis
halimifolia), Plume Grass (Erianthus contortus), Dog Fennel (Eupatorium
capillifolium), Sericea Lespedeza , St. John’s Wort (Hypericum sp.), Queen
Anne’s Lace (Daucus carota), Pokeweed (Phytolacca americana), Rabbit
Tobacco (Gnapthalium obtusifolium), Ragweed (Ambrosia artemisiifolia),
Goldenrod (Solidago sp.), Beggars Ticks (Desmodium sp.), and Thoroughwort
(Eupatorium sp.).

Threatened & Endangered/Protected Species Results

• All potential habitats for Schweinitz’s Sunflower, Michaux’s Sumac and
Smooth Coneflower along the roadside corridors, power lines, fields and
woods edges were closely examined and none of these species were
present.

• No habitat exists on the site for Bald Eagles, and there were no sightings
nor were any nesting sites observed.

• Streams on site do not appear to have the habitat characteristics required
to support populations of the Carolina Heelsplitter, and they have not been
reported to occur in the watershed. No mussels were observed during the
survey nor would any be expected on-site.

• Comparing the site location to the USFWS Asheville office’s website
(http://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html) it
appears that the site meets the “exempt” criteria which requires no further
action under section 7 of the Endangered Species Act for the northern
long eared bat.

Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

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RECOMMENDATIONS:

Based on the site investigation and the review of available data, WEPG did not
identify any protected species occurring on the subject property. No further
investigation of the presence of protected species on this site is recommended at
this time.

Respectfully submitted,

_________________
Lisa R. Gaffney, Biologist
October 11, 2019

Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

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Curriculum Vitae for:
Lisa R. Gaffney
Biologist / Botanist

B.S. Biology, University of North Carolina at Charlotte

Ms. Gaffney is a classically trained botanist and natural resource biologist, and has
conducted field work and investigative studies covering thousands of cumulative acres in
both North and South Carolina since 1996, including:

• Cabarrus County NC Natural Heritage Inventory 1997-1998. Organized,
directed, and worked in field survey of natural areas in Cabarrus County for the
North Carolina Natural Heritage Program.

• Lincoln County NC Natural Heritage Inventory 2000-2001. Organized, directed,
and worked in field survey of natural areas in Lincoln County for the North
Carolina Natural Heritage Program.

• Threatened and Endangered Species Surveys and Natural Communities
Evaluation for over 45,000 acres in North and South Carolina, 1996 - present.

• Located and identified at least six previously unreported populations of Federally
Endangered Schweinitz's Sunflower (Helianthus schweinitzii).

• Located and identified four previously unreported populations of
Threatened Dwarf Heartleaf (Hexastylis naniflora).

• Located a previously unknown population of Federally Endangered Schweinitz's
Sunflower at Redlair Farm in Gaston County, NC. This discovery led (in part) to
the purchase of the site by the State of North Carolina Plant Conservation
Program, now called Redlair Preserve. This population has become a Recovery
Site for the species.

• Participated in numerous Piedmont Prairie restoration projects in Mecklenburg,
Union, Cabarrus and Gaston Counties, North Carolina.

Lennar – Cameron Commons
Threatened / Endangered / Protected Species Evaluation

9

Figure 2: VICINTIY MAP

Cultural Resources Report Cultural
Resources
Report
R.S. Webb & Associates
Cultural Resource M anagement Consultants
2800 Holly Springs Parkway, Suite 200 • P.O. Drawer 1319
Holly Springs, Georgia 30142
Phone: [phone] • Fax: [phone]
December 16, 2019
Mr. Heath Caldwell
Leonard S. Rindner, PLLC
Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, North Carolina 28105
Subject:Letter of Findings - Limited Cultural Resources Literature Review
Cameron Commons Development Site
Mecklenburg County, North Carolina
R.S. Webb & Associates No. 19-649-117
Dear Mr. Caldwell:
BACKGROUND
During December 2019, R.S. Webb & Associates (RSWA) conducted a limited cultural resources
literature search for the Cameron Commons development tract in Mecklenburg County, North
Carolina adjacent to the Cabarrus County line (Figure 1). The purpose of this study was to determine
if certain types of cultural resources are located within or adjacent to the project area. A “cultural
resource” is defined as a discrete area of human activity that is more than 50 years old. Cultural
resources include, but are not limited to, historic structures, military earthworks, mines/mining
features, historic cemeteries, historic landscape settings, and similar features. The current limited
desktop study did not include researching recorded archeological sites, as that research requires
physical visitation to the Office of State Archeology in Raleigh.
METHODOLOGY
Literature and Records Search: Archival sources and background data on the project area were
gathered via desktop from the following state repositories:
•The North Carolina Historic Preservation Office GIS Web Service (HPOWEB found at
http://gis.ncdcr.gov/hpoweb/)
•North Carolina Maps Project, found at http://www2.lib.unc.edu/dc/ncmaps/
In addition to the above repositories, the National Park Service’s National Register of Historic Places
(NRHP) website was accessed to determine if NRHP-listed properties are located in the project
vicinity. Besides the North Carolina Maps website, maps were reviewed online at
Alabamamaps.ua.edu and Historialaerials.com. Historic aerial photographs were reviewed online
at Historicaerials.com and at earthexplorer.usgs.gov/.
The following map/aerial photography sources were examined to search for historic resources within
and adjacent to the project area:

Findings - Limited Cultural Resources Literature Search, Cameron Commons Development Tract Page 2
December 16, 2019
•1910 USDA Soil Map of Mecklenburg County
•1930, 1936, 1944, 1949, 1953, 1957, 1962 and 1968 North Carolina County Road
Survey Maps
•1960, 1965, 1971, and 1 9 7 8 aeri al photographs of M ec k l e n b u rg C o u n t y
•1993-2018 Google Earth aerial photography
RESULTS
National Register of Historic Places: A review of the HPOWEB and NPS databases indicates that
there are no NRHP-listed properties located within 1.0 mile of the Cameron Commons development
tract. The HPOWEB database, however, indicates that the determined-eligible Banks-Cochrane
Farm (2010) is situated approximately 1,400 feet southwest of the study tract (Figure 1).
Mecklenburg County Historic Structures: The HPOWEB database is the definitive resource for the
locations of state-recognized historic resources in Mecklenburg County. According to this database,
there are five historic resources located within 1.0 mile of the Cameron Commons development tract,
including the previously mentioned Banks-Cochrane Farm. The closest of the other four resources
to the study area is the Johnston-Houston House (MK 1271), located approximately 800 feet west
of the project area (Figure 1). Resource MK 1271 was identified by survey in 1990, but no further
assessment has been made of its status relative to NRHP eligibility.
Historic Cemeteries: Historic maps and aerial photographs show no cemeteries within or adjacent
to the study tract. The closest known cemetery is associated with Back Creek Church, more than 1.0
mile west of Cameron Commons development tract.
American Revolution in Mecklenburg County: Six known Revolutionary battles or skirmishes took
place in Mecklenburg County, but none are known to have occurred within 10.0 miles of the study
tract. The location of a fight at Bradley’s Plantation on November 14, 1780 is unknown. No known
military actions took place in neighboring Cabarras County (Lewis 2009).
Civil War in Mecklenburg County: The main body of Union infantry reached Kershaw, South
Carolina (52.0 miles south of the study tract) in February of 1865. The infantry then moved
northeast toward Fayetteville and Goldsboro, North Carolina. While raiding, foraging and
bivouacking could have taken place within Mecklenburg County, no known military actions occurred
in or near the study tract (Davis et al. 1983; Edgar 1998).

Structures or Features on Historic Maps and Aerial Photographs: A historic map from 1910 shows
a road system passing north of State Route 49 (University City Boulevard) from the Cabarrus-
Mecklenburg County line to Back Creek Church Road; the map shows a complicated intersection
with roads to the north (forming an “X” pattern) located west of the project tract; the southeast leg
of the “X” passed through the study tract (Figure 1). Structures were depicted near the intersection
and at the terminal end of the northeast leg of the “X”; two of which were located near to the
northwest project area boundaries (Figure 1).
County highway maps show no structures, but the map produced in 1930 depicts only the south half
of the “X” as a loop road north of State Route 49. Highway maps produced in 1944 indicate that the
Findings - Limited Cultural Resources Literature Search, Cameron Commons Development Tract Page 3
December 16, 2019
east part of the loop road was no longer in use and the east return to State Route 49 was located
3,500 feet west of the study area (aka current Harris Houston Road).

Aerial photographs taken in 1960-1978 show that the formerly-mapped road passing southeast-
northwest through the south portion of the project area remained in use as a field road or jeep trail.
Cultivated fields were located within the study area, similar to what is depicted in white on Figure
1, but there were no structures discernable within the project tract. The structure located near the
northwest study tract boundary appears to be no longer present or absent by about 1978. A structure
within the project area located north of State Route 49 is distinguishable on the 1965 aerial
photographs and appears to have been in continual use since that time (Figure 1). Other structures
on historic aerial photographs were located east, west, and south of the south boundary of the project
tract (Figure 1).
SUMMARY
There are no NRHP-listed historic properties, recorded historic structures or mapped cemeteries
located within the Cameron Commons development tract. A historic resource that was determined-
eligible for the NRHP in 2010 (MK 2078, the Banks-Cochrane Farm) is located approximately 1,400
feet southwest of the study area. One structure that appeared on the 1910 map was recorded as the
Johnson Houston House (MK 1271) in 1990, 800 feet west of the study area. Historic maps and
aerial photographs indicate a road and two structures located along, near, and/or adjacent to, the
northwest study area boundaries during at least the period of 1910 to 1978. It is unknown if recorded
archeological sites are present within the project area.
CLOSING COMMENTS
Mr. Caldwell, we appreciate the opportunity to work with you on this project. If you have any
questions or comments, please contact me at 770-345-0706.
Sincerel y,
R.S. WEBB & ASSOCIATES
Robert S. (Steve) Webb
President and Senior Principal Archeologist
Attachment: Figure 1
REFERENCES
Davis, G.B., L.J. Perry and J.W. Kirkley, compiled by C.D. Cowles
1983 Atlas to Accompany the Official Records of the Union and Confederate Armies.
Reprint of the 1891-1895 edition. The Fairfax Press, NY.
Edgar, W.
1998 South Carolina, A History. University of South Carolina Press, Columbia, SC.
Findings - Limited Cultural Resources Literature Search, Cameron Commons Development Tract Page 4
December 16, 2019
Lewis, J.D.
2009 “The U.S. Revolution in Present-Day Mecklenburg County.” The American Revolution
in South Carolina. Online document. Found at: https://www.carolana.com/
NC/Revolution/nc_revolution_engagements_mecklenburg_county.html. Accessed
December 13, 2019.
MK 1271
Johnston-Houston
House
(Surveyed
Only 1990)
MK 2078
Banks-Cochrane
Farm
(Determined
Eligible 2010)
Project Area
Structure on Historic Maps and Aerial Photographs Recorded Historic Resource
Road on Historic Maps and Aerial Photographs
Map Reference: 7.5-Minute USGS Quadrangle Scale
Harrisburg (1993), NC 0 610 meters

0 2000 feet
Figure 1 Project Area and Previously Recorded Cultural Resources Location Map
Approvals Approvals /
Authorizations
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-02455 County: Mecklenburg U.S.G.S. Quad: NC- Harrisburg
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Lennar Carolinas, LLC
Zachary Ducey
Address: 6701 Carmel Road Suite 425
Charlotte, NC 28226
Telephone Number: 980-259-3000
E-mail: zachary.ducey(a)lennar.com
Size (acres) 93.8 Nearest Town Charlotte
Nearest Waterway Mallard Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.3213
Longitude:-80.6882
Location description: The review area is located on the north side of University City Boulevard, 0.21 miles east of the
intersection of Cabarrus Farm Road and University Citv Boulevard. PINS: 05122178. 05111104. 05111109. 05111103.
05111199, 05111114.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 11/11/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your proj ect area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly

SAW-2019-02455
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact David L. Shaeffer at 704-510-1437 or
david.l.shaeffer(&usace. army. mil.
C. Basis For Determination: Basis For Determination: See the preliminary iurisdictional determination
form dated 01/23/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
�• i— Date: 020.0.231
ned by
SHA EFF ER.DAVI D. LEIGH.1260750573
Corps Regulatory Official: Dace:2ozo.o,.231o:os:3s-osoo'
Date of JD: O1/23/2020 Expiration Date of JD: Not applicable

SAW-2019-02455
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.artny.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Wetlands and Environmental Planning Group
Daniel Kuelfer
Address: 10612-D Providence Road
Charlotte, NC 28277
Telephone Number: 336-554-2728
E-mail: daniel.kuefler(&wetlands-epg.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Lennar Carolinas, LLC, Zachary Ducey I File Number: SAW-2019-02455
Date: O1/23/2020
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
❑X
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or
http://www.usace.army.mil/Missions/CivilWorks/Re u� latoryProgramandPennits.aspx or the Corps regulations at 33 CFR Part
331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for
final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized.
Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and
waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations
associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for
final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized.
Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and
waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations
associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions
therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing
Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of
the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved
JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This
form must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be
appealed), by contacting the Corps district for further instruction. Also you may provide new information for further
consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TOJN INITIAL PROFFERED PERMIT W -
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your
reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for
the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is
needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the
record. However, you may provide additional information to clarify the location of information that is already in the
administrative record.
POINT OF CONTACT FOR OUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: David L. Shaeffer CESAD-PDO
Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers 60 Forsyth Street, Room 1OM15
8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262 Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15
day notice of anv site investigation, and will have the ouuortunity to narticinate in all site investigations.
Date: I Telephone number:
of appellant or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David L. Shaeffer, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 01/23/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Lennar Carolinas, LLC, Zachary Ducey,
6701 Carmel Road Suite 425, Charlotte, NC 28226
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Cameron Commons, SAW-
2019-02455
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the
north side of University City Boulevard, 0.21 miles east of the intersection of Cabarrus Farm Road and
University City Boulevard. PINS: 05122178, 05111104, 05111109, 05111103, 05111199, 05111114.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.3213 Longitude:-80.6882
Universal Transverse Mercator:
Name of nearest waterbody: Mallard Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
®Field Determination. Date(s): 1/17/2020
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated
amount of
aquatic
resources in
review area
(acreage and
linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs.
non -wetland
waters)
Geographic authority to
which the aquatic
resource "may be"
subject (i.e., Section 404
or Section 10/404)
Stream A
35.3183
-80.6894
2220 feet
Non -Wetland
404
Wetland K
35.3223
-80.6871
0.04 acre
Wetland
404
Stream D
35.3191
-80.6875
519 feet
Non -Wetland
404
Wetland O
35.3166
-80.6857
0.02 acre
Wetland
404
Stream B
35.3167
-80.6858
1110 feet
Non -Wetland
404
Wetland E
35.3166
-80.6890
0.07 acre
Wetland
404
Stream C
35.3181
-80.6885
287 feet
Non -Wetland
404
Wetland F
35.3186
-80.689
0.02 acre
Wetland
404
Wetland P
35.3193
-80.6893
0.01 acre
Wetland
404
Wetland G
35.3195
-80.6854
0.03 acre
Wetland
404
Wetland 1
35.3209
-80.6891
0.09 acre
Wetland
404
Wetland J
35.3209
-80.6886
0.04 acre
Wetland
404
Stream H
35.3189
-80.6893
189 feet
Non -Wetland
404
Wetland M
35.3232
-80.6873
0.03 acre
Wetland
404
Stream L
35.3231
-80.6873
327 feet
Non -Wetland
404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be"waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 8 dated 11/11/2019
®Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets: Wetland F and Upland DP1
dated 11/11/2019
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
El U.S. Geological Survey Hydrologic Atlas:
❑USGS NHD data:
❑USGS 8 and 12 digit HUC maps:
®U.S. Geological Survey map(s). Cite scale & quad name: Figure 3 dated 9/24/2019
®Natural Resources Conservation Service Soil Survey. Citation: Figure 4 and 5 dated 09/24/2019
❑National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑X Photographs: ❑X Aerial (Name & Date): Figure 2 dated 9/24/2019
or ® Other (Name & Date): Site Photos 1-10 dated 9/23/2019 and 11/11/2019
❑ Previous determination(s). File no. and date of response letter:
❑X Other information (please specify): Parcel May - Figure 6 dated 12/10/2019, Vicinity Map - Figure 1 dated
9/24/2019, NCDENR Stream Evaluations (Stream A and B) dated 11/11/2019
IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified by the Corns
and should not be relied upon for later jurisdictional determinations.
Digitally signed by
L�
SHAEFFER.DAVI D.LEIGH.12
60750573 --5 f. �?— Date: 2020.01.23 10:09:03
-05'00'
Signature and date of Regulatory
staff member completing PJD
01/23/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to fmalizing an action.