20191104 Ver 1_PCN Form Submission_20190816

DWR
MOM— of Water Resources
1a. Name of project:
Tattersall Storm Drainage Improvement Project
1a. Who is the Primary Contact?*
Kelly Thames
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/16/2019
Nearest Body of Water
Little Sugar Creek
Basin
Catawba
Water Classification
C
Site Coordinates
1c. Primary Contact Phone:*
[phone]
Latitude: Longitude:
35.126351 -80.860471
FA. Processing Information U
County (or Counties) where the project is located:
Mecklenburg
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
r Nationwide Permit (NWP)
* Regional General Permit (RGP)
F Standard (IP)
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial Review
Has this project met the requirements for acceptance
in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Qiange only if needed.
BIMS # Assigned *
Version#*
20191104
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office*
Select Project Reviewer*
Mooresville Regional Office - [phone]
Alan Johnson:eads\adjohnson1
Information for Initial Review
1a. Name of project:
Tattersall Storm Drainage Improvement Project
1a. Who is the Primary Contact?*
Kelly Thames
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/16/2019
Nearest Body of Water
Little Sugar Creek
Basin
Catawba
Water Classification
C
Site Coordinates
1c. Primary Contact Phone:*
[phone]
Latitude: Longitude:
35.126351 -80.860471
FA. Processing Information U
County (or Counties) where the project is located:
Mecklenburg
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
r Nationwide Permit (NWP)
* Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Regional General Permit (RGP) Number:
RGP Numbers (for multiple RGPS):
2016-00163 (136)
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
Other
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
0 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
CSWS will conduct work in city utility easements for which the applicant is listed as the POC for this
project.
2b. Deed book and page no.:
2c. Responsible party:
Charlotte Storm Water Services
2d. Address
Street Address
600 E. Fourth Street
Address Line 2
City
Charlotte
Postal / Zip Code
28202
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
State / Rwince / ftim
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No

1b. Subdivision name:
(t appropriate)
1c. Nearest municipality/ town:
Charlotte
2. Project Identification
2a. Property Identification Number:
17330162,17330163,17330141,17330143,
17330151,17325120,17325121,17325406,
2b. Property size:
17325407
1
2c. Project Address
Street Address
Hopecrest Drive and Merrywood Road
Address Lire 2
city
State / Province/ Flegion
Charlotte
NC
Postal / Zip Code
Country
28210
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:"
Little Sugar Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12 -digit HUC in which the project is located.
030501030102
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site consists of an a combination of a closed pipe and open channel storm drainage system. The surrounding areas are single-family residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
Regional General Permit Number (RGP) 163 and Water Quality General Certification (GC) 4147.
Project History Upload
Tattersa I ISD IP_JD_PC N_20190815_fin al. pdf
37.67MB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
02_Topo.pdf
1.38MB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
04_Soils.pdf 1.43MB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
353
4h. Explain the purpose of the proposed project:*
The need for this project was identified through a project ranking process that involves analysis of customer drainage requests, including complaints of house (finished floor) flooding
and road flooding. Previous maintenance work has been done within this project area to help alleviate flooding of some of the more problem prone areas.
This purpose of this project is to improve the storm drainage infrastructure to reduce roadway and structure flooding within the project area
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Tattersall SDIP consists of a combination of closed pipe and open channel storm drainage improvements designed to alleviate flooding within the project area. These improvements
include the replacement of two culverts, the installation of rip rap aprons (Plan Sheets 4, 5, and 8; Appendix D). Stream grading, including the creation of bank full benches will also be
performed to aid in flood attenuation. Regraded stream banks will be stabilized with coconut fiber matting, native riparian seeding, and live staking.Typical construction equipment such
as track hoes will be utilized.
4j. Please upload project drawings for the proposed project.
AppendixDb_lmpactFigures.pdf
5. Jurisdictional Determinations
9.71 MB

5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Helen Simonson
Agency/Consultant Company: CSWS
Other:
5d1. Jurisdictional determination upload
Tattersa I ISD IP_JD_PC N_20190815_fin a I. pdf
6. Future Project Plans
37.67MB
r Unknown
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands W Streams -tributaries
F Open Waters r Pond Construction
3. Stream Impacts
❑ Buffers
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
136
3i. Total stream and ditch impacts:
266
3j. Comments
3i. Total temporary stream impacts:
130
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
S1
Culvert extension
Permanent
Culvert
Stream A
Intermittent
Corps4
6
Average (feet)
(linear feet)
S2
Rip Rap Apron
Permanent
Rip Rap Fill
Stream A
Intermittent
Corps
4
60
Average (fee[)
(linear feet)
S3
Grading
Temporary
Other
Stream A
Intermittent
Corps
4
40
Average (feet)
(lin�rfeet)
Sq
Construction Distrubance
Temporary
Rip Rap Fill
Stream A
Intermittent
Corps
4
20
Average (feet)
(linearfeet)
S5
Rip Rap Apron
Permanent
Rip Rap Fill
Stream B
Perennial
Corps
5
70
Average (feet)
(linearfeet)
S6
Grading
Temporary7771
Other
Stream B
Perennial
Corps
5
50
Average (feet)
(linear feet)
S7
Construction Disturbance
Tem ora
P ry
Other
Stream B
Perennial
Corps5
20
Average (feet)
(linearfeet)
S8
Hard Bank Stabilization
Permanent
Bank Stabilization
Stream A
Intermittent
Corps4
0
Average (feet)
(linearfeet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
136
3i. Total stream and ditch impacts:
266
3j. Comments
3i. Total temporary stream impacts:
130

S8 - Plan Sheet 8 proposes a rip rap apron energy dissipater at the end of a proposed storm water pipe (Impact #8; Appendix D). The rip rap apron is
proposed to be installed at and along the banks of Stream A. In essence, the rip rap apron will serve as hard bank stabilization for Stream A and will
result in 20 linear feet of permanent (non -loss) impacts.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent possible. Proper sediment and erosion control measures
will be used to minimize disturbances to downstream waters. A pump around will be utilized to ensure that all work is conducted in the dry. The project
will comply with all Federal Emergency Management Act (FEMA) requirements and RGP Special and General Conditions.
No impacts to wetlands will occur. Impacts to streams have been reduced through an iterative design process, as described in the alternatives analysis
below.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
No Build Alternative
A no -build alternative was considered, but was deemed impracticable. The no -build alternative would not meet the project goals of alleviating flooding
to structures and roadways within the project area and was therefore removed from further consideration.
Preferred Alternative
The preferred design for the project was developed through an iterative process that is discussed in detail below.
Initially, the Tattersall SDIP proposed improvements included 3,200 linear feet (If) of closed system improvements and 3,700 linear feet of open system
improvements. The closed and open system improvements were proposed to address roadway flooding, structure flooding, and to address channel
erosion throughout the project area.
At the start of the design phase in 2014, the project team re -assessed the proposed 3,700 of proposed open system improvements. After the
analysis, the project team decided to remove channel work upstream and downstream of the Hopecrest Drive culvert (with the exception of stabilization
at the headwall and outfall of the culvert replacement at Flopecrest in order to achieve a stable transition). It was also decided to remove channel work
along Tattersall Creek (with the exception of the completion of a stable transition at the proposed ouffall at 2407 Tattersall Drive, as well as
stabilization along 2415 and 2419 Tattersall Drive, 2435 Twilight Road and 3500 and 3505 Gatewood Oaks Drive). The previously proposed
improvements along channel sections to address minor erosion issues in the project area would result in the loss of many large mature trees and
would significantly alter the properties and canopy within the neighborhood; therefore these channel improvements were eliminated from further
consideration. These previously proposed efforts to address minor channel erosion would result in significant impacts to property owners and the
environment that would outweigh the benefits of addressing minor bank erosion. It was also observed that some of the erosion along the creek banks
was a result of sheet flow from private run off and would not qualify for service to be performed with the project.
In 2016, there was another analysis to determine the impacts from the benefit/cost of the proposed channel improvements with the Tattersall project.
This resulted in another decrease in the length of closed system being improved by approximately 200 linear feet of pipe and a decrease in the length
of open channel being improved by approximately 25 linear feet.
Some of the proposed work in 2016 was deemed to be proposed ONLY with private property buy -in with donated easements. During the real estate
phase for the project, several residents decided that they did not want the City to construct improvements on their properties. Therefore, in 2018
additional work was removed which included removing another 118 feet of pipe, and additional headwalls and channel grading near Twilight Road. In
late 2018, the design team also removed additional channel grading and other channel work to try to minimize the amount of channel disturbances to
the bare minimum needed for the flood control capacity needs and the stream velocity concerns to minimize future erosion.
The project team also added upstream boulder sill/riffle sections to the Merrywood and Hopecrest culvert replacement efforts to attempt to alleviate
the concerns for the existing perched pipe conditions. Additionally, upstream of both culvert locations, mature trees provide grade control, which will
be removed during construction. During an on-site meeting with the Division of Water Resources (DWR) and CSWS, it was requested by DWR that the
existing channel bed grades be maintained as the removal of the existing grade control would result in channel headcutting upstream of the system.
Therefore, the boulder sill/riffles upstream of the culverts are intended to mimic baseflow for aquatic life and to focus water into the center of the
downstream rip rap aprons, resulting in aquatic life passage while also assisting in the retention of existing stream channel banks and grade control.
All final hard stabilization and rip rap aprons proposed in the channels for the Tattersall SDIP are required for flood control capacity and the required
minimal management of erosive velocities in the channels. All of the proposed hard structure material is required to construct stable outfalls and
transitions at new proposed culvert/pipe locations. There are no further channel impact reductions that can be performed.
The final improvements for the Tattersall SDIP now only include 2,673 linear feet of closed system improvements, and 320 linear feet of open system
improvements.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Total permanent impacts are less than 150 linear feet.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
r Yes r No
If no, explain why:
This project will disturb less than 1 acre and since the project is storm drainage infrastructure project, it will not result in an increase in impervious surface.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?

P Yes r No
Comments:
WA. This project will disturb less than 1 acre and since the project is storm drainage infrastructure project, it will not result in an increase in impervious surface.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r- 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)? *
r^ Yes r No
Comments:
CSWS fees will be utilized.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r^ Yes r No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r' No r N/A
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?*
f Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r^ Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r^ Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
HDR obtained and reviewed a list of federally protected species for Mecklenburg County from the U.S. Fish and Wildlife Service's (USFWS) website
(https://www.fm.gov/raleigh/species/cntylist/meckienburg.html), which was last updated on June 27, 2018 (Agency Correspondence, attached).
Consultation Documentation Upload
AppendixE.pdf 1.23MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Fisheries: https://www.habitat.noaa.gov/application/efhmapper/index.html
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The National Park Service National Register of Historic Places (NRHP) GIS Public Dataset and the NC Historic Preservation Office (NCHPO) HPOWEB
GIS Web Service were reviewed. These sources revealed there are no known cultural resources, historic structures, or historic districts located within
the project area. Archaeological data were not included as part of the NCHPO GIS services and were not assessed as part of this review.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM Panel 3710454000K
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Tattersa I ISD IP_JD_PC N_20190815_fin a I. pdf
Signature
V By checking the box and signing below, I certify that:
37.67MB
. I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
. I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kelly Thames
Signature
Date
8/16/2019
u

AGENT CERTIFICATION OF AUTHORIZATION
I, Mr. Isaac Hinson, representing Charlotte Storm Water Services hereby certify that I
have authorized Kelly Thames of HDR to act on my behalf to submit the attached Pre -
Construction Notification (PCN) through the electronic PCN submittal form pursuant to a
Water Quality Certification from the Division of Water Resources.
We hereby certify that the above information submitted in this application is true and
accurate to the best of our knowledge.
Applicant's signature
8 JI to lI
Date
WAgen'nature
08/16/2018
Date
Completion of this form will allow the agent to sign all future application correspondence.

PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3389_CITYOFCHARLOTTE\10180349_TATTERSALLSDIP\7.2_WORK_IN_PROGRESS\MAP_DOCS\MXD\JD\02_TOPO.MXDUSER: KTHAMES - DATE: 8/7/2019
TATTERSALL SDIP
FIGURE 2
USGS TOPOGRAPHIC QUADRANGLES(CLIENT LOGO)
LEGEND
SDIP Project Area (62 ac.)
Impact Areas (1 ac.)
USGS Quadrangle
DATA SOURCE: USGS Topo Quadrangles:Charlotte East, NC (1981)Weddington, NC (1981)Charlotte West, NC (1981)Fort Mill, SC (1981)
Charlotte East, NC (1981)
Weddington, NC (1989)
0 1,000Feet O1 in = 1,000 feet
Name: Tattersall SDIPApplicant: CSWSLocation: Hopecrest Dr and Merrywood Rdin Charlotte, NCMecklenburg County PID #: See Figure 3Date: 7/24/2019SDIP Project Area: 62 acresImpact Areas: 1 acreCenter Coordinates: -80.860471°, 35.126351°
SDIP Project Area
Impact AreaPlan Sheet 4
Impact AreaPlan Sheet 5
Impact AreaPlan Sheet 8
PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3389_CITYOFCHARLOTTE\10180349_TATTERSALLSDIP\7.2_WORK_IN_PROGRESS\MAP_DOCS\MXD\JD\04_SOILS.MXDUSER: KTHAMES - DATE: 8/14/2019
TATTERSALL SDIP
FIGURE 4
NRCS SOILS SURVEY OF MECKLENBURG COUNTY(CLIENT LOGO)
LEGEND
SDIP Project Area (62 ac.)
Impact Areas (1 ac.)
Soil Map Units
DATA SOURCE: NRCS Soils Survey of Mecklenburg County, NChttp://www.bing.com/maps
0 200Feet O1 in = 200 feet
On-Site Soils:No hydric soils located within the impact areasEnB - Enon Sandy loam, 2 to 8 percent slopesMeB - Mecklenburg fine sandy loam, 2 to 8 percent slopesPaE - Pacolet sandy loam, 15 to 25 percent slopesWkE - Wilkes loam, 15 to 25 percent slopes
Name: Tattersall SDIPApplicant: CSWSLocation: Hopecrest Dr and Merrywood Rdin Charlotte, NCMecklenburg County PID #: See Figure 3Date: 7/24/2019SDIP Project Area: 62 acresImpact Areas: 1 acreCenter Coordinates: -80.860471°, 35.126351°
Impact AreaPlan Sheet 4
Impact AreaPlan Sheet 5
Impact AreaPlan Sheet 8
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■ ■■■ Roy Cooper. Governor
ME NC DEPARTMENT OF Susi Hamilton, Secretary
women NATURAL AND CULTURAL RESOURCES
0 son Walter Clark, director, Land and Water Stewardship
NCNHDE-9805
July 26, 2019
Jessica Tisdale
HDR
555 Fayetteville Street
Raleigh, NC 27601
RE. Tattersal SDIP
Dear Jessica Tisdale.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butlerWncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR71MENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JON E5 STREET. RALEIGH. NC 77603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 77699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Tattersal SDIP
July 26, 2019
NCNHDE-9805
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Nameommon Name Last � Element Accuracy Federal State Global State
Group servation Occurrence Status tatus Rank Rank
C
M Date Rank
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5 -Very --- Endangered G3 S2
Low
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name wner Owner Type
Mecklenburg County Open Space Mecklenburg County Local Government
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/content/helr). Data query generated on July 26, 2019; source: NCNHP, Q2 Apr 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-9805: Tattersal SDIP
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Page 3 of 3
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Sources' Esri, HERE, Garmia, Intermap, increment P Carp GEBCC,, USGS,
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