HomeMy WebLinkAbout20200852 Ver 1_401 Application_20200626Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20200852
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Alan Johnson:eads\adjohnson1
Select Reviewing Office:* Mooresville Regional Office - (704) 663-1699
Submittal Type:* 401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00
Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r New Project r New Project Existing ID
r Pre -Application Submittal r More Information Response
r Other Agency Comments r Stream or Buffer Appeal
r For the Record Only (Courtesy
Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Aliisa Harjuniemi
who is subnitting the inforrration?
Email Address: aliisa@cws-inc.net
Project Information
Project Name: Simpson Farms
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Union
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
2018-0055.Simpson Farms.6.26.20.NPW29.pdf 8.61MB
Only pdf or Iv17 files are accepted.
Describe the attachments
or comments:
Pre -Construction Notification Pursuant to Nationwide Permit No. 29
Sign and Submit
V By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
• I agree that submission of this 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 online form."
Signature:
e�vrrTrTfiilrrtrr.
Submittal Date: Is filled in autorratically.
Preliminary ORM Data Entry Fields for New Actions
SAW – 201 Ͳ BEGIN DATE [Received Date]:
Prepare file folder Assign Action ID Number in ORM
1.Project Name [PCN FŽƌm 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 - Coordinates͕^ƚƌĞĞƚĚĚƌĞƐƐ͕ĂŶĚͬŽƌ>ŽĐĂƚŝŽŶĞƐĐƌŝƉƚŝŽŶ[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]:
ϭϮ͘tĂƚĞƌƐŚĞĚͬϴͲŝŐŝƚ,LJĚƌŽůŽŐŝĐhŶŝƚŽĚĞWE&ŽƌŵϮĐ͗
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 ĐƚŝǀŝƚLJ
Compliance
EŽWĞƌŵŝƚZĞƋƵŝƌĞĚ
Revised 20150602
Simpson Farms
✔
The purpose of the project is to develop the property into a single-family subdivision.
BRD Land and Investments 1, LP; POC: Kevin Burrell
CWS; POC: Ms. Aliisa Harjuniemi
SAW-2020-00427
1000-1198 Fowler Rd Monroe, NC 28110
(35.032871°, -80.560389°)
09213017B and 09213017C
Union
Monroe
Stewarts Creek
03040105
✔
✔29
CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177(office)
704-527-1133 (fax)
To: Mr. Bryan Roden -Reynolds Date: June 26, 2020
U.S. Army Corps of Engineers, Charlotte Regulatory Field Office
8430 University Executive Park Drive
Charlotte, NC 28262
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 29
Simpson Farms
Monroe, North Carolina
CWS Project No. 2018-0055
Dear Mr. Roden -Reynolds,
The Simpson Farms site is approximately 71 acres in extent and is located northeast and southeast of the
Secrest Shortcut Road and Fowler Road intersection in Monroe, North Carolina (Figures 1 and 2,
Attachment A). BRD Land and Investments 1 has contracted Carolina Wetland Services, Inc. (CWS) to
provide Section 404/401 permitting services for this project. An executed Agent Authorization Form is
attached (Attachment B).
CWS is submitting a Pre -Construction Notification pursuant to Nationwide Permit No. 29 to the U.S. Army
Corps of Engineers for proposed permanent impacts to jurisdictional waters of the U.S. associated with
developing the property for a single-family residential subdivision.
A copy of the PCN application is being provided to the North Carolina Division of Environmental Quality
(NCDEQ) with a check of $240 for the 401 Water Quality Certification approval fee.
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures 1-7
Attachment B - Agent Authorization Form
Attachment C - Preliminary Jurisdictional Determination SAW-2020-00427
Attachment D - Proposed Impacts
Attachment E - Protected Species Assessment
Attachment F - ILF Acceptance Letter
Attachment G - NC WAM Form
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or aliisa@cws-inc.net should you have
any questions or comments regarding this request.
Sincerely,
Aliisa Harjuniemi, PWS
Senior Project Manager
Page 1 of 17
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: 29 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: Simpson Farms
2b. County: Union
2c. Nearest municipality / town: Monroe
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: BRD Land and Investments 1, LP; POC: Mr. Kevin Burrell
3b. Deed Book and Page No. 7439 132
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 725 CHERRY RD STE 3234
3e. City, state, zip: Rock Hill, SC 29732
3f. Telephone no.: 803‐325‐1925
3g. Fax no.: N/A
3h. Email address: Kevin@brdevelop.com
Page 2 of 17
PCN Form – Version 1.4 January 2009
4. Applicant Information (if different from owner)
4a. Applicant is: ☐ Agent ☐ Other
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: Aliisa Harjuniemi, PWS
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address: 550 E. Westinghouse Blvd.
5d. City, state, zip: Charlotte, NC 28273
5e. Telephone no.: 980‐259‐1222
5f. Fax no.: N/A
5g. Email address: aliisa@cws‐inc.net
Page 3 of 17
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): 09213017B and 09213017C
1b. Site coordinates (in decimal degrees): Latitude: 35.032871 ° Longitude: - -80.560389 °
1c. Property size: 71 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Stewarts Creek
2b. Water Quality Classification of nearest receiving water: WS‐III
2c. River basin: Yadkin (HUC 03040105)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area consists of unmaintained open fields and undeveloped forested areas. There are four farm structures located
within the property that do not appear to be currently in use. Land cover within the project area consists of developed (open
space), deciduous forest, and mixed forest (Figure 3). The surrounding land use consists of single-family residential areas,
church, agricultural field, and undeveloped forested areas.
CWS reviewed the United States Geological Survey (USGS) Topographic Map (Figure 2) and determined on-site elevations
range from 530-590 feet above mean sea level. Drainage on the site is from west to east towards the East Fork Stewarts
Creek. The E Fork of Stewarts Creek is depicted as flowing along the eastern project limits; flow direction is from north to south,
toward the Stewarts Creek, which flows along the southern project limits.
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil
Survey of Union County (Figure 4) and the NRCS Soil Survey for Union County (Figure 5), on-site soils consist of seven
different soil types (Table 1). Of the on-site soils, one (Chewacla silt loam) is listed on the Web Soil Survey as containing hydric
inclusions. National Wetlands Inventory GIS layer depicts a linear freshwater forested/shrub wetland along the eastern property
boundary (Figure 6).
There are six jurisdictional waters of the U.S. located within the project boundary. These waters consist of two jurisdictional
wetlands (Wetlands AA and BB) and four jurisdictional stream channels (Streams A-D). On-site jurisdictional waters of the U.S.
are depicted in Figure 7.
3b. List the total estimated acreage of all existing wetlands on the property:
0.26 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,582 linear feet of
perennial stream, 495 linear feet of intermittent stream
3d. Explain the purpose of the proposed project:
The purpose of this project is to develop the property into single-family residential subdivision. This project will provide
residential housing for Monroe to meet the growing demand for housing due to population growth in Union County.
Page 4 of 17
PCN Form – Version 1.4 January 2009
3e. Describe the overall project in detail, including the type of equipment to be used:
The project proposed developing the site for single-family residential subdivision. Under NWP No. 29, proposed impacts to
jurisdictional waters associated with this project total 0.11 acre of jurisdictional wetland. The proposed site plan and impacts
are depicted in Attachment D.
The fill for road and lots will result in 0.11 acre of permanent impact to Wetland AA (W1). Please the avoidance and
minimization section for more details.
Typical construction equipment such as excavators, track hoes, and bulldozers will be used to construct this development.
Page 5 of 17
PCN Form – Version 1.4 January 2009
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
☒ 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: CWS
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Preliminary Jurisdictional Determination, dated June 2, 2020 is included as Attachment C (SAW-2020-00427).
5. Project History
5a. Have permits or certifications been requested or
obtained for this project (including all prior phases) in
?
☐ 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.
Page 6 of 17
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 P Fill Headwater Forest Yes 404 0.11
2g. Total Wetland Impacts: 0.11 ac.
2h. Comments:
Proposed permanent wetland impacts total 0.11 ac.
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)
3h. Total stream and tributary impacts
Page 7 of 17
PCN Form – Version 1.4 January 2009
3i. Comments:
Page 8 of 17
PCN Form – Version 1.4 January 2009
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 ‐ Choose One Choose
O2 ‐ Choose One Choose
O3 ‐ Choose One Choose
O4 ‐ Choose One Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose One
P2 Choose One
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
Page 9 of 17
PCN Form – Version 1.4 January 2009
B6 ‐ Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 10 of 17
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
To avoid and minimize impact to jurisdictional waters of the US, the site was delineated prior to finalizing the site plan and the
proposed site plan was designed around the delineation results. Approximately 3,077 linear feet of on-site stream channel and
0.15 acres of wetland were avoided through site design. The proposed impacts have been limited to 0.11 acre of low-quality
wetland (NC WAM score low, Attachment G). No stream impacts are proposed for this project.
The proposed Peach Cobbler Street is routed between an existing cemetery and the delineated Wetland AA. The road is
necessary to provide access to the proposed BMP along the eastern edge of the property, between Wetland AA and Stream C
(East Fork Stewart’s Creek). Removing the road to a point where it would not impact the verified wetland would also eliminate
approximately 20 lots and put the economic feasibility of the project in jeopardy.
Project Alternatives
Several options were analyzed to reduce the wetland impact while keeping Peach Cobbler Street in place to serve the BMP and
provide lot access:
Project engineers looked at removing Lot 85 where the widest area of wetland occurs but the proposed grading in this
area is much higher than existing in order to achieve proper drainage from this vicinity of the site toward the BMP. The
engineers determined it was not possible to keep existing grades at Wetland AA in the area of Lot 85 while obtaining
positive drainage for this area of the site plan.
Engineers looked at removing Lots 85, 86, and 87 from the site plan. Similar to the previous scenario, it presents a
drainage issue for this portion of the site. A separate storm drain would have to be installed to tie in to the nearest
deepest structure, or lower the entire run of storm sewer that is closest to this location.
Relocating the road alignment to the south to avoid the wetland impact was considered, but there is not enough room
to place the road between the wetland and the cemetery without impacting the cemetery.
Adding a retaining wall on the north side of Peach Cobbler Street was considered. This would have removed an
insignificant amount of wetland impact (0.002 ac). Additionally, the retaining wall would have been a significant
expense.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sediment and erosion control measures will be used to minimize disturbances to downstream waters. Silt fence will be
installed around the jurisdictional features, outside of the avoided wetlands and streams. Construction activities and impacts to
on-site jurisdictional waters of the U.S. will comply with all conditions of Nationwide Permit No. 29 and Water Quality Certificate
No. 4139. All work will be constructed in the dry and all temporary fill will be removed following the work.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
Page 11 of 17
PCN Form – Version 1.4 January 2009
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: Choose One
Type: Choose One
Type: Choose One
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: 0
4c. If using stream mitigation, stream temperature: Choose
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: 0.11 acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
Compensatory mitigation is proposed at 1.5:1 ratio. The NC WAM form is included as Attachment F.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ☐ 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.
Page 12 of 17
PCN Form – Version 1.4 January 2009
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Zone 2
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 13 of 17
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? >24%
2b. Does this project require a Stormwater Management Plan? ☒ Yes ☐No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater management plan will be reviewed by City of Monroe.
2e. Who will be responsible for the review of the Stormwater Management Plan? City of Monroe
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
Page 14 of 17
PCN Form – Version 1.4 January 2009
5a. Does the Stormwater Management Plan meet the appropriate requirements? ☐ Yes ☐ No
5b. Have all of the 401 Unit submittal requirements been met? ☐ Yes ☐ No
Page 15 of 17
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.
The sewerlines will tie to the existing infrastructure in the southern portion of the property.
Page 16 of 17
PCN Form – Version 1.4 January 2009
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?
Protected Species Assessment Report is included as Attachment E.
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?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.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 (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?
A letter was forwarded to the North Carolina State Historic Preservation Office (SHPO) on June 24, 2020 to determine the
presence of any areas of architectural, historic, or archaeological significance that would be affected by the project. CWS also
consulted the SHPO online GIS service and found no historical structures, buildings, sites, or districts within the project limits.
There is a cemetery located along the Fowler Road (PID: 09-213-017D). Please see the Attachment D for the location of the
cemetery.
As of date this submittal, no response has been received from the SHPO.
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:
.The project proposes no aboveground fill.
Page 17 of 17
PCN Form – Version 1.4 January 2009
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710543700J
Ms. Aliisa Harjuniemi
Applicant/Agent's Printed Name
Applicant/Agent's Signature (Agent's
signature is valid only if an authorization letter
from the applicant is provided.)
6.26.20
Date
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT A:
Figures 1-7
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
Vicinity Map 1
of
7
I
5,000 0 5,0002,500 Feet
CAG
2018-0055 AVH
Legend
Project Limits (69 ac.)
Simpson Farms
Union County
Monroe, North Carolina
8/27/20181 inch = 5,000 feet
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure1_Vicinity.mxd
35.033347, -80.560735
Georgia
South
Carolina
West Virginia
Kentucky
North
Carolina
Tennessee
Virginia
State Location Extent
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2018.
(71 ac.)
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
USGS Topographic Map 2
of
7
I
2,000 0 2,0001,000 Feet
CAG
2018-0055 AVH
Legend
Project Limits (69 ac.)
Simpson Farms
Union County
Monroe, North Carolina
8/27/20181 inch = 2,000 feet
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure2_USGS.mxd
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): BAKERS, NC (2017).
35.033347, -80.560735
(71 ac.)
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
FOWLER RD
SECREST SHORT CUT RDWALLA
C
E
R
D MO
N
R
O
E
E
X
P
R
E
S
SW
A
Y
BACK RDCOURTNEY STORE RD
Aerial Imagery 3
of
7
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400 0 400200 Feet
CAG
2018-0055 AVH
Legend
Project Limits (69 ac.)
Roads
Tax Parcels
Simpson Farms
Union County
Monroe, North Carolina
8/27/20181 inch = 400 feet
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure3_Aerial Map.mxd
35.033347, -80.560735
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY NCONE MAP, DATED 2016. BACKGROUND
GIS LAYER(S) PROVIDED BY UNION COUNTY GIS DEPARTMENT, DATED 2016.
(71 ac.)
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:RIDGE RDSECREST SHORT CUT RDM
O
N
R
O
E
E
X
P
R
E
S
SW
A
Y
FOWLE
R
R
D
ROANO
K
E
C
H
U
R
C
H
R
D
CONCORD HWYPOPLIN RDMAPLE H
ILL
RD
PRICE DAIRY RD
H
W
Y
7
4
ROLLING HILLS DRR
O
O
S
E
V
E
L
T
B
L
V
DARNOLD
DRCARROLL ST
FOX H
U
N
T
D
R
ROLAND DRFOWLER SECREST RDBARBEE FAR
M
DR
EM ILY L N
WINDMERE DRMANCHESTER AVSAVANNAH WAY
KING
A
RT
H
U
R
D
R DUNCAN KEZIAH RDDAI
R
Y
F
AR
M
D
R
WALLA
C
E
R
D
PEBB
L
E
D
R
BACK
R
D
HU
N
T
C
L
U
B
A
V
BONANZA RDKIMBERLY DRJAMES
T
O
W
NE D
RHILTON MEADOW DR
FOX
D
E
N
D
RTELEFAIR
LNBROADVIEW DRM
O
N
R
O
E
W
A
Y AVONDALE LN
CREE
K
W
O
O
D DR
MEADO
WOOD DRHILLCREST DRLAN
C
E
L
O
T
D
R BARBEE CTHEATH
E
R
L
N
MILKFARM
C
TGRIFFIN CIRSILO
CT
H
W
Y
7
4
CmB
BuB
ChA
TbB2
BaB
BaB
CmB
TaB
TaB
BdB2
TbB2
CmB
BdC2
BdB2
Ud
TbB2
CnB
BaB
BdB2
TbB2
BdB2
TaB
BdB2
BdB2
BuB
BdB2
BdB2
ScA
BdB2
TbB2
TbB2
TaB
CmB
TbB2
BaC
BdB2
BdB2
MhA
BaB
BaC
BuB
BdB2
BdB2
BuB
BaB
BaC
BdB2
BdB2
CmB
BaB TaB
BdC2
BdB2
BaB
W
GsB
BuB
BuB
TbB2
TbB2
CmB
TbB2
BdB2
TaB
MhA
GsB
TbB2
BaB
BdB2
BdB2
BaB
BaB
BdB2
TaB
TuB
ScA
TbB2
TbB2
BdB2
BaC
TbB2
BdB2
W
BdB2
W
BaB
CmB
BdB2
BaB
W
TbB2
CmB
Ud
BaB
CmB
BaC
GsC
BuB
BaC
BdC2
BdC2
BaC
BaB
BaC
BaC
BdB2
CmB
CmB
BdB2
BaB
CmB
ScA
ScA
BdB2
CmB
BaC
MhA
BuB BdC2
W
BdC2
W
BdC2
GoC
BaB
W
W
W
CmB
CmB
BaB
CmB
W
BaB
W
W
W
W
BaB
BdB2
BaC
W
CmB
BaB
BaB
BaB
W
CmB
BdB2
BdB2 BuB
USDA-NRCS Current Soil Survey
of Union County 4
of
7
I
2,000 0 2,0001,000 Feet
CAG
2018-0055 AVH
Legend
Project Limits (69 ac.)
Roads
Simpson Farms
Union County
Monroe, North Carolina
8/27/20181 inch = 2,000 feet
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure4_CurrentSoil.mxd
35.033347, -80.560735
REFERENCE: USDA-NRCS SOIL SURVEY OF UNION COUNTY, NC, DATED 2017.
Soil Unit Name and Description Hydric Coverage (%)
BaC—Badin channery silt loam, 8 to 15 percent slopes No 13.5
BdB2—Badin channery silty clay loam, 2 to 8 percent slopes, moderately eroded No 55.7
ChA—Chewacla silt loam, 0 to 2 percent slopes, frequently flooded Yes 12.9
CmB—Cid channery silt loam, 1 to 5 percent slopes No 1.4
ScA—Secrest-Cid complex, 0 to 3 percent slopes No 0
TaB—Tarrus gravelly silt loam, 2 to 8 percent slopes No 16.4
TbB2—Tarrus gravelly silty clay loam, 2 to 8 percent slopes, moderately eroded No 0
100%Total Coverage:
(71 ac.)
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
USDA-NRCS Historic Soil Survey
of Union County 5
of
7
I
2,000 0 2,0001,000 Feet
CAG
2018-0055 AVH
Legend
Project Limits (69 ac.)
Simpson Farms
Union County
Monroe, North Carolina
Secrest Short Cut
Fowler Road
8/29/20181 inch = 2,000 feet
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure5_HistoricSoil.mxd
REFERENCE: USDA-NRCS SOIL SURVEY OF UNION COUNTY, NC, SHEET 13 AND 18, DATED 1996.
35.033347, -80.560735
Soil Unit Name and Description Hydric Coverage (%)
BaC—Badin channery silt loam, 8 to 15 percent slopes No 13.5
BdB2—Badin channery silty clay loam, 2 to 8 percent slopes, moderately eroded No 55.7
ChA—Chewacla silt loam, 0 to 2 percent slopes, frequently flooded Yes 12.9
CmB—Cid channery silt loam, 1 to 5 percent slopes No 1.4
ScA—Secrest-Cid complex, 0 to 3 percent slopes No 0
TaB—Tarrus gravelly silt loam, 2 to 8 percent slopes No 16.4
TbB2—Tarrus gravelly silty clay loam, 2 to 8 percent slopes, mo derately eroded No 0
100%Total Coverage:
(71 ac.)
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
FO WLER R
DSECREST SHORT
CUT
RDMO
N
R
O
E
E
X
P
R
E
S
SW
A
Y
PRIC
E
D
AI
R
Y
R
D
ROLLING HILLS DREMILY
L
N
BARBEE FARM DRMANCHESTER AVDAI
R
Y
F
A
R
M
D
R
W ALLACE RD
ROAN
O
K
E
C
H
U
R
C
H
R
D
BACK
R
D
JAMES
T
O
WNE
D
RCOBBLESTONE PKWYHILTON MEADOW DRLONGPOND LNMAPLE
H
I
L
L
RDAVONDALE LN
MILKW OOD LNABINGDON AVHEATH DAVIS RDHEATH
E
R
L
N
D
A
I
R
YWOO
D
L
N
MILKFARM
C
T
BU
T
T
E
R
M
I
L
K
L
NGRIFFIN CIRSILO
CTDOGWOOD CIRWAGON WHEEL CTGRIMKE RD
BRAWINA
L
CT
National Wetland Inventory 6
of
7
I
1,000 0 1,000500 Feet
CAG
2018-0055 AVH
Legend
Project Limits (69 ac.)
Roads
NWI Wetland Type
Freshwater Forested/Shrub Wetland
Freshwater Pond
Simpson Farms
Union County
Monroe, North Carolina
8/27/20181 inch = 1,000 feet
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure6_NWI.mxd
35.03347, -80.560735
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROVIDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2017.
BACKGROUND LAYER(S) PROVIDED BY UNION COUNTY GIS DEPARTMENT, DATED 2017.
(71 ac.)
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
550
570
530
590
5505
3
0
570570570590590570590
5
9
0
FOWLER RD
SECREST SHORT
CUT RD
M
O
N
R
O
E
E
X
P
R
E
S
SW
A
Y
WALLA
C
E
R
D
BACK
R
D
ROLLING HILLS DRCOURTNEY STORE
RD
KENT CT
GRIMKE
R
D
Jurisdictional Boundaries 7
of
7
I
500 0 500250 Feet
GCA
2018-0055 AVH
Legend
Project Limits (69 ac.)
Intermittent Stream
Perennial Stream
Wetlands
Culvert
Roads
Tax Parcels
!DP Data Point
#SCP Stream Classification Point
,Indicates Flow
!Í Photo Location and Direction
Simpson Farms
Union County
Monroe, North Carolina
5/28/20201 inch = 500 feet
G:\Shared drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure7_JD_rev5.28.20.mxd
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY UNION
COUNTY GIS DEPARTMENT, DATED 2017.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB-FOOT CAPABLE GPS
UNIT BY CWS, INC., ON AUGUST 27, 2018. JURISDICTIONAL FEATURES WERE
FIELD BEEN VERIFIED BY THE USACE ON MAY 28, 2020 (SAW-2020-00427).
35.033347, -80.560735
DP1DP2
#
SCP1
DP3
I
1 inch = 150 feet
I
1 inch = 50 feet
#SCP2
Wetland AA
0.26 acre
Wetland BB
0.003 acre
Stream B
190 lf
Stream A
305 lf
Stream C
(East Fork Stewarts Creek)
1,485 lf
Stream D
(Stewarts Creek)
1,097 lf
Å
1 Å2
Å3
Å
4
Å5
Å6
Å7
(71 ac.)
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT B:
Agent Authorization Form
Kevin Burrell BRD Land and Investments 1, LP
BRD Land and Investments 1, LP 725 Cherry Rd Suite 3234, Rock Hill, SC 29732
2/27/2020
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT C:
Preliminary Jurisdictional Determination
(SAW-2020-00427)
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00427 County: Union U.S.G.S. Quad: NC- Concord SE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: BRD Land and Investments 1,
Kevin Burrell
Address: 725 Cheery Road, Suite 3234
Rock Hill, SC 29732
Telephone Number: 803-325-1925
E-mail: kevin@piotc.xom
Size (acres) 69 Nearest Town Concord
Nearest Waterway Reedy Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.3032871
Longitude: -80.560389
Location description: The review area is located on the north and south side of Fowler Road; at the intersection of Fowler Road
and Secrest Short Cut Road. PINs: N9213017B, L9213017B, and 09213017C. Reference review area description shown in
Jurisdictional Determination Request package entitled “Figure 1, Vicinity Map” and Dated 08/27/2018.
Indicate Which of the Following Apply:
A.PreliminaryDetermination
܈ 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 5/28/2020. 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 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.
܆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-2020-00427
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 (252) 808-2808 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 Bryan Roden-Reynolds at 704-510-1440 or
bryan.roden-reynolds@usace.army.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 6/2/2020.
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 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 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.**
Corps Regulatory Official: ______________________________________________________
Date of JD: 6/2/2020 Expiration Date of JD: Not applicable
RODEN
REYNOLDS.BRYAN.KENNETH.1263385574
Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.1263385574
Date: 2020.06.02 09:26:08 -04'00'
SAW-2020-00427
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.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Carolina Wetland Services, Inc.
Aliisa Harjuniemi
Address: 550 E. Westinghouse Boulevard
Charlotte, NC 28273
Telephone Number: 980-259-1222
E-mail: aliia@cwis-inc.net
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: BRD Land and Investments 1, , Kevin
Burrell
File Number: SAW-2020-00427 Date: 6/2/2020
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
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/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
x 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.
x 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
x 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.
x 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.
x 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.
x 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 TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Bryan Roden-Reynolds
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: (404) 562-5137
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
________________________________________
Signature of appellant or agent.
Date: Telephone number:
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden-Reynolds, 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 10M15, Atlanta, Georgia 30303-8801
Phone: (404) 562-5137
PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 6/2/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: BRD Land and Investments 1, , Kevin
Burrell, 725 Cheery Road, Suite 3234, Rock Hill, SC 29732
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Simpson Farm, SAW-2020-
00427
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the
north and south side of Fowler Road; at the intersection of Fowler Road and Secrest Short Cut Road. PINs:
N9213017B, L9213017B, and 09213017C. Reference review area description shown in Jurisdictional
Determination Request package entitled “Figure 1, Vicinity Map” and Dated 08/27/2018.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Union City: Concord
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.3032871 Longitude: -80.560389
Universal Transverse Mercator:
Name of nearest waterbody: Reedy Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
܈Office (Desk) Determination. Date: 03/09/2020
܈Field Determination. Date(s): 05/28/2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Feature 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 35.03508200 -80.55989800 305 linear feet Non-wetland 404
Stream B 35.03689200 -80.55975400 190 linear feet Non-wetland 404
Stream C 35.03654200 -80.55937800 1485 linear feet Non-wetland 404
Stream D 35.02990200 -80.56198400 1097 linear feet Non-wetland 404
Wetland AA 35.03456700 -80.56002800 0.26 acre Wetland 404
Wetland BB 35.03530700 -80.55856700 0.003 acre 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: Figures 1-7
܈Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
܈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:
܆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 2, USGS Topographic Map (1:24,000
Bakers, NC)
܈Natural Resources Conservation Service Soil Survey. Citation: Figure 4, USDA-NRCS Current Soil Survey of
Union County (Dated 2017) and Figure 5, USDA-NRCS Historic Soil Survey of Union County (Soil Survey of
Union County Sheets 13 and 18 Dated 1996)
܈National wetlands inventory map(s). Cite name: Figure 6, National Wetland Inventory (USFWS NWI
Mapper)
܆State/local wetland inventory map(s):
܆FEMA/FIRM maps:
܆100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
܈ Photographs: ܈ Aerial (Name & Date): Figure 1, Vicinity Map (Dated 08/27/2018), Figure 3, Aerial Imagery
(ESRI Aerial Imagery Dated 2016), and Figure 7, Jurisdictional Boundaries (Dated 5/28/2020)
or ܈ Other (Name & Date): Photographs 1-7
܆Previous determination(s). File no. and date of response letter:
܈ Other information (please specify): NCDWQ Stream Identification Forms (Version 4.11) Dated 08/7/2018
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
6/2/2020
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 finalizing an action.
RODEN
REYNOLDS.BRYAN.KENNET
H.1263385574
Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.126338
5574
Date: 2020.06.02 09:24:57 -04'00'
FIGURE NO.SCALE:
CWS PROJECT NO:
COORDINATES:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
CWS PROJECT NO:
COORDINATES:
5 5 0
570
530
590
5505
3
0
570570570590590570590
5
9
0
FOWLER RD
SECREST SHORT CUT RDM
O
N
R
O
E
E
X
P
R
E
S
SW
A
Y
WALLA
C
E
R
D
BACK
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D
ROLLING HILLS DRCOURTNEY STORE
RD
KENT CT
GRIM K E RD
Jurisdictional Boundaries 7
of
7
I
500 0 500250 Feet
GCA
2018-0055 AVH
Legend
Project Limits (69 ac.)
Intermittent Stream
Perennial Stream
Wetlands
Culvert
Roads
Tax Parcels
!DP Data Point
#SCP Stream Classification Point
,Indicates Flow
!Í Photo Location and Direction
Simpson Farms
Union County
Monroe, North Carolina
5/28/20201 inch = 500 feet
G:\Shared drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0055 Simpson Farms\JD\ArcGIS\Figure7_JD_rev5.28.20.mxd
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY UNION
COUNTY GIS DEPARTMENT, DATED 2017.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB-FOOT CAPABLE GPS
UNIT BY CWS, INC., ON AUGUST 27, 2018. JURISDICTIONAL FEATURES WERE
FIELD BEEN VERIFIED BY THE USACE ON MAY 28, 2020 (SAW-2020-00427).
35.033347, -80.560735
DP1DP2
#
SCP1
DP3
I
1 inch = 150 feet
I
1 inch = 50 feet
#SCP2
Wetland AA
0.26 acre
Wetland BB
0.003 acre
Stream B
190 lf
Stream A
305 lf
Stream C
(East Fork Stewarts Creek)
1,485 lf
Stream D
(Stewarts Creek)
1,097 lf
Å
1 Å2
Å3
Å
4
Å5
Å6
Å7
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT D:
Proposed Impacts
W1 - Wetland AA- 0.11 acre permanentimpact (fill)
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT E:
Protected Species Assessment
CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
June 26, 2020
Kevin Burrell
BRD Land & Investment I, LP
P.O. Box 3234
Rock Hill, SC 29732
Subject: Protected Species Survey
Simpson Farms
Monroe, North Carolina
CWS Project No. 2018-0055
Dear Mr. Burrell,
The BRD Land and Investments 1 has contracted Carolina Wetland Services, Inc. (CWS) to
provide a protected species habitat assessment and survey for the Simpson Farms site. The
Old Monroe Road site (Union County Tax Parcel Nos. 09213017B and 09213017C) is
approximately 71 acres in extent and is located northeast and southeast of the Secrest Shortcut
Road and Fowler Road intersection in Monroe, North Carolina (Figure 1, attached).
Methods
In -office Desktop Review
To determine which protected species are listed as occurring or potentially occurring within the
project vicinity and prior to conducting the on -site field investigation, CWS consulted the United
States Fish and Wildlife Service (USFWS) Endangered and Threatened Species and Species of
Concern by County for North Carolina online database for Union County'. In addition, CWS
performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data
Explorer on June 22, 2020 to determine if any record occurrences of federally -listed, candidate
endangered, threatened species, or critical habitat are located within the project limits.
Typical habitat requirements for listed species were discerned from multiple USFWS3 and
NCNHP' online resources including, but not limited to, specific USFWS species profiles,
recovery plans, NCNHP's Guide to Federally Listed Endangered and Threatened Species of
North Carolina, and List of the Rare Plant Species of North Carolina. United States Department
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
Union County5 and aerial imagery were also reviewed for potential habitat communities of listed
United States Fish and Wildlife Service, Raleigh Field Office. Accessed June 22, 2020. Endangered and Threatened Species
and Species of Concern by County for North Carolina. https://www.fws.gov/raleigh/species/cntylist/Union.html
Z North Carolina Natural Heritage Data Explorer. Accessed June 22, 2020. https://ncnhde.natureserve.org/.
3 U.S. Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant
Species. http://www.fws.gov/nces/es/plant_Survey.html. Accessed June 22, 2020.
4 Buchanan, M.F. and J.T. Finnegan. 2010. Natural Heritage Program List of the Rare Plant Species of North Carolina. NC Natural
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylist/nc_counties.html
s United States Department of Agriculture, 2017. Web Soil Survey of Union County, North Carolina.
Source: https://websoilsurvey.nres.usda.gov/app/HomePage.htm
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 5
Simpson Farms June 26, 2020
Protected Species Assessment Report CWS Project No. 2018-0055
species within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientist Aliisa Harjuniemi, PWS6 and Megan Shelton, WPIT7 conducted a pedestrian
habitat assessment of the project area on August 27, 2018. Potential habitats for potentially
occurring federally- protected species that were identified during the desktop review were
assessed in the field for the quality of physical and/or biological features essential to the
conservation of the applicable species. Additionally, during the pedestrian habitat assessment,
areas were reviewed for applicable federally protected species. Identification references for
natural communities include the National Land Cover Database (2011)'.
An intensive survey for Schweinitz's sunflower and Michaux's sumac was conducted on June
22, 2020. Photographs 1-10 are representative of the site conditions at the time of the survey
(Attachment B).
Prior to the field work, CWS scientists visited a reference population of Helianthus schweinitzii
on June 9, 2020 to determine the condition of its stem, leaves, and flowers. Based on the
reference population, the above ground plant parts are identifiable and the plant was
approximately three feet tall, but no flowers were present (Photograph 11).
Results
Based on the NCNHP data explorer review, there are no known occurrences of
federally -protected species within the project limits or within a mile of the project limits
(Attachment A). The USFWS lists three federally protected species for Union County (Table 1).
Additionally, bald eagle is protected under the Bald and Golden Eagle Protection Act'. An
official species list has not been obtained from the USFWS Asheville Field Office.
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Old Monroe Road Site, Union County, NC.
Major Group
Scientific Name
Common Name
Federal Status*
Record Status
Helianthus
Schweinitz's
Plant
schweinitzii
sunflower
E
Current
Plant
Rhus michauxii
Michaux's sumac
E
Historic
Animal
Lasmigona
Carolina heelsplitter
E
Current
decorata
Haliaeetus
Animal
Bald eagle
BGPA
Current
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
Two terrestrial community types were identified within the project area during the field survey.
These community types consist of mixed forest and open herbaceous areas (Figure 3). Of the
identified on -site community types, the herbaceous areas may be considered potential habitat
for federally threatened or endangered species that could potentially occur within the project
6 Professional Wetland Scientist, The Society of Wetland Scientists Professional Certification Training Program
7 Wetland Professional in Training, The Society of Wetland Scientists Professional Certification Training Program
8 MLRC. National Land Cover Database, 2011. https://www.mrlc.gov/nlcdll_leg.php
9 https://www.fws.gov/midwest/eagle/protect/laws.html
Page 2 of 5
Simpson Farms June 26, 2020
Protected Species Assessment Report CWS Project No. 2018-0055
limits. A brief description of each species habitat requirements and determination of effect
findings are listed below by species.
Schweinitz's sunflower (Helianthus schweinitzii)
Habitat Description:
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They
can reach heights of five feet. Populations are limited to the piedmont of North and
South Carolina. It has been listed as an Endangered species under the ESA since
1991.10 The typical habitat for this plant includes roadsides, old pastures, transmission
line right-of-ways, open areas, either natural or human -maintained habitats, or edges of
upland woods. Major characteristics of soils associated with suitable Schweinitz's
sunflower habitat include thin soils, soils on upland interstream flats or gentle slopes,
soils that are clay like in both composition and texture (and often with substantial rock
fragments), soils that have a high shrinkage swell capacity, and those which vary over
the course of the year from very wet to very dry.
Biological Analysis:
A NCNHP data record review did not reveal any records of Schweinitz's sunflower within
a one -mile radius of the project area (Attachment A). The majority of the study area is
open herbaceous area which can be potential habitat for the Schweinitz's sunflower
(Figure 3: Photographs 1-8). An intensive survey was conducted on June 23, 2020 and
no individuals of Schweinitz's sunflower or other Helianthus species were observed
within the project area. Additionally, no individuals Schweinitz's sunflower were
observed during the site visit conducted on August 27, 2018. As no individuals of
Schweinitz's sunflower were observed within the project limits and there are no
known populations within a mile from the project limits, CWS concludes that this
project will have no effect on Schweinitz's sunflower.
Michaux's sumac (Rhus michauxii)
Habitat Description:
Michaux's sumac is a rhizomatous shrub. It is densely hairy with compound leaves
exhibiting evenly -serrated leaflets. Flowers are small, greenish to white, in terminal
clusters. Fruits are red drupes produced from August to October. It has been listed as
an Endangered species under the Endangered Species Act (ESA) since 1989.11 It is
found on the coastal plains of Virginia to Florida, with most populations occurring in
North Carolina. It prefers sandy or rocky open woods with basic soils, as well as,
highway right-of-ways, roadsides, or edges of artificially -maintained clearings.
Biological Analysis:
An NCNHP data record review revealed that there are no current occurrences for this
species within the project limits or within a one -mile radius of the project (Attachment A).
An intensive survey was conducted on June 23, 2020 within the open areas and no
10 United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal_register/frl852.pdf.
11 United States Fish and Wildlife Services. 1989. Endangered and Threatened Wildlife and Plants; Determination of Endangered
Status for Rhus michauxii (Michaux's sumac). http://ecos.fws.gov/docs/federal_register/fr1601.pdf.
Page 3 of 5
Simpson Farms June 26, 2020
Protected Species Assessment Report CWS Project No. 2018-0055
individuals of Michaux's sumac were observed. No individuals Michaux's sumac were
observed during the site visits conducted on August 27, 2018 or June 23, 2020.
Additionally, there are no current records of this species within Union County12. Due to
the lack of observed individuals and known occurrences within Union County, CWS
concludes that this project will have no effect on Michaux's sumac.
Carolina heelsplitter (Lasmigona decorata)
Habitat Description:
The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah
River systems, and possibly the Saluda River system in South Carolina. In North
Carolina, the species is now known only from a handful of streams in the Pee Dee and
Catawba River systems. The species exists in very low abundances, usually within 6
feet of shorelines, throughout its known range. The general habitat requirements for the
Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed
into clay banks between the root systems of trees, or in runs along steep banks with
moderate current. Recently, the Carolina heelsplitter has been found in sections of
streams containing bedrock with perpendicular crevices filled with sand and gravel, and
with wide riparian buffers.13
Biological Analysis:
There are two perennial streams located within the project limits that are potential
habitats for the Carolina heelsplitter. However, the project as currently proposed will not
disturb these perennial streams and according to the NCNHP data record review there
are no current observances for this species within the project limits or within a one -mile
radius of the project (Attachment A). Therefore, CWS concludes that this project will
have no effect on the Carolina heelsplitter.
Bald eagle (Haliaeetus leucocephalus)
The Bald and Golden Eagle Protection Act,14 enacted in 1940, prohibits anyone without a permit
issued, from "taking" bald eagles, including their parts, nests, or eggs. Habitat for the bald
eagle includes cliffs and forested areas typically within 1.0 mile of estuaries, large lakes,
reservoirs, rivers, seacoast, and as they become more abundant, stands of undisturbed forest.
A desktop-GIS assessment of the project study area, as well as, the area within a 1 mile radius
of the project limits, was performed on June 22, 2020 using 2020 color aerials. No water bodies
large enough or sufficiently open to be considered potential feeding sources were identified.
Since there was no foraging habitat within the review area, a survey of the project study area
and the area within the project limits was not conducted. Additionally, a review of the NCNHP
database on June 22, 2020 revealed no known occurrences of this species within 1.0 mile of the
project study area. Due to the lack of habitat and known occurrences, CWS concludes that
this project will have no effect on this species.
12 USFWS Michaux's Sumac Recovery Plan; https://ecos.fws.gov/docs/recovery_plan/930430.pdf
13 NCDOT TE Animal Habitat Descriptions. 2015.
https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides%20and%20Procedures/TE%20Animal%20Habitat%
20Descriptions%20Mar_6_2015.pdf
14 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.html
Page 4 of 5
Simpson Farms
Protected Species Assessment Report
June 26, 2020
CWS Project No. 2018-0055
Summary
Based on a literature search and the results of the on -site assessment for potential habitat of
federally -protected endangered, and threatened species, potential habitat was not observed for
bald eagles. Therefore the proposed project will have no effect on this species. The perennial
streams provide potential habitat for Carolina Heelspitter. However, the project will not directly
disturb these streams. Potential habitats for Schweinitz's sunflower and Michaux's sumac were
surveyed, but no individuals of these species were found on June 22, 2020. Therefore, the
project as proposed is not likely to directly or indirectly jeopardize the continued existence of
these species. Biological determinations requirements for federally protected species are
summarized in Table 2.
Table 2. Bioloaical Determination Reauirements Summary Table for Federallv Protected Species
Federal
Effect on Listed
Biological
Scientific Name
Common Name
Status*
Species
Determination
Required
Helianthus schweinitzii
Schweinitz's sunflower
E
No effect
No
Rhus michauxii
Michaux's sumac
E
No effect
No
Lasmigona decorata
Carolina heelsplitter
T
No effect
No
Haliaeetus
Bald eagle
BGPA
No Effect
No
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
" MANLAA - May affect but not likely to adversely affect
The lead federal agency will determine if written concurrence from the USFWS is required
based on the findings of this report.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Aliisa Harjuniemi at 980-259-1222 or aliisa@cws-inc.net should you have
any questions or comments regarding this report.
Sincerely,
Aliisa Harjuniemi, PWS
Senior Project Scientist
Attachments: Figure 1: USGS Topographic Map
Figure 2: USDA-NRCS Current Soil Survey of Union County
Figure 3: Aerial Map
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-11)
Page 5 of 5
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Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-00557
ATTACHMENT A:
NCNHP Data Review Report
NCNHDE-12336
June 22, 2020
Megan Shelton
Carolina Wetland Services
550 East Westinghouse Blvd
Charlotte , NC 28273
RE: Simpson Farms; 2018-0055
Dear Megan Shelton:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one-mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near 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.
Please also 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 also not be redistributed without
permission.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butler@ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
Page 2 of 2
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-00557
ATTACHMENT B:
Representative Photographs (1-11)
Simpson Farms June 26, 2020
Photopage CWS Project No. 2018-0055
Photograph 1. Marginal habitat for Schweinitz's sunflower, facing west.
Photograph 2. Marginal habitat for Schweinitz's sunflower, facing northwest.
Photopage 1 of 6
Simpson Farms June 26, 2020
Photopage CWS Project No. 2018-0055
Photograph 3. Marginal habitat for Schweinitz's sunflower, facing northeast
Photograph 4. Marginal habitat for Schweinitz's sunflower, facing northwest.
Photopage 2 of 6
Simpson Farms June 26, 2020
Photopage CWS Project No. 2018-0055
Photograph 5. Marginal habitat for Schweinitz's sunflower, facing southwest.
Photograph 6. Marginal habitat for Schweinitz's sunflower, facing southwest.
Photopage 3 of 6
Simpson Farms
Photopage
June 26, 2020
CWS Project No. 2018-0055
Photograph 7. Marginal habitat for Schweinitz's sunflower, facing west.
Photograph 8. Marginal habitat for Schweinitz's sunflower, facing northwest.
Photopage 4 of 6
Simpson Farms
Photopage
June 26, 2020
CWS Project No. 2018-0055
Photograph 9. View of perennial stream, facing downstream.
Photograph 10. View of perennial stream, facing downstream.
Photopage 5 of 6
Simpson Farms June 26, 2020
Photopage CWS Project No. 2018-0055
Photograph 11. Schweinitz's sunflower reference population (June 9, 2020).
Photopage 6 of 6
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT F:
ILF Acceptance Letter
June 25, 2020
Kevin Burrell
BRD Land and Investments 1, Inc.
PO Box 3234
Rock Hill, SC 29732 Expiration of Acceptance: 12/25/2020
Project: Simpson Farms County: Union
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 Riparian Wetland 0.11
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 and
15A NCAC 02B .0295 as applicable. 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 (919) 707-8915.
Sincerely,
FOR James. B Stanfill
Asset Management Supervisor
cc: Aliisa Harjumiemi, agent
Simpson Farms
Attachments
June 26, 2020
CWS Project No. 2018-0056
ATTACHMENT G:
NC WAM Form
NC WAM FIELD ASSESSMENT RESULTS
Accompanies User Manual Version 5.0
USACE AID # NCDWR#
Project Name Simpson Farms Date of Evaluation 6.23.20
Applicant/Owner Name BRD Land and Investments 1 Wetland Site Name Wetland AA
Wetland Type Headwater Forest Assessor Name/Organization CWS
Level III Ecoregion Piedmont Nearest Named Water Body Stewarts Creek
River Basin Yadkin-PeeDee USGS 8-Digit Catalogue Unit 03040105
County Union NCDWR Region Mooresville
Yes No Precipitation within 48 hrs? Latitude/Longitude (deci-degrees) 35.034540, -80.560091
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub-surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), ho g lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear-cutting, exotics, etc.)
Is the assessment area intensively managed? Yes No
Regulatory Considerations - Were regulatory considerations evaluated? Yes No If Yes, check all that apply to the assessment area.
Anadromous fish
Federally protected species or State endangered or threatened species
NCDWR riparian buffer rule in effect
Abuts a Primary Nursery Area (PNA)
Publicly owned property
N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
Designated NCNHP reference community
Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetla nd, if any? (check all that apply)
Blackwater
Brownwater
Tidal (if tidal, check one of the following boxes) Lunar Wind Both
Is the assessment area on a coastal island? Yes No
Is the assessment area’s surface water storage capacity or duration substantially altered by beaver? Yes No
Does the assessment area experience overbank flooding during normal rainfall conditions? Yes No
1. Ground Surface Condition/Vegetation Condition – assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
A A Not severely altered
B B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire-plow lanes, skidder tracks, bedding, fill, soil compact ion, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
2. Surface and Sub-Surface Storage Capacity and Duration – assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch ≤ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub-surface water. Consider tidal flooding regime, if applicable.
Surf Sub
A A Water storage capacity and duration are not altered.
B B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
C C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change )
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief – assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. A A Majority of wetland with depressions able to pond water > 1 deep
B B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
C C Majority of wetland with depressions able to pond water 3 to 6 inches deep
D D Depressions able to pond water < 3 inches deep
3b. A Evidence that maximum depth of inundation is greater than 2 feet
B Evidence that maximum depth of inundation is between 1 and 2 feet
C Evidence that maximum depth of inundation is less than 1 foot
4. Soil Texture/Structure – assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. A Sandy soil
B Loamy or clayey soils exhibiting redox imorphic features (concentrations, depletions, or rhizospheres)
C Loamy or clayey soils not exhibiting redox imorphic features
D Loamy or clayey gleyed soil
E Histosol or histic epipedon
4b. A Soil ribbon < 1 inch
B Soil ribbon ≥ 1 inch
4c. A No peat or muck presence
B A peat or muck presence
5. Discharge into Wetland – opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub-surface pollutants or discharges (Sub). Examples
of sub-surface discharges include presence of nearby septic tank , underground storage tank (UST), etc.
Surf Sub
A A Little or no evidence of pollutants or discharges entering the assessment area
B B Noticeable evidence of pollutants or discharges entering the wetla nd and stressing, but not overwhelming the
treatment capacity of the assessment area
C C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area a nd
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use – opportunity metric (skip for non-riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
A A A > 10% impervious surfaces
B B B Confined animal operations (or other local, concentrated source of pollutants
C C C ≥ 20% coverage of pasture
D D D ≥ 20% coverage of agricultural land (regularly plowed land)
E E E ≥ 20% coverage of maintained grass/herb
F F F ≥ 20% coverage of clear-cut land
G G G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer – assessment area/wetland complex condition metric (skip for non-riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
Yes No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbe d.)
A ≥ 50 feet
B From 30 to < 50 feet
C From 15 to < 30 feet
D From 5 to < 15 feet
E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
≤ 15-feet wide > 15-feet wide Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend in to the bank of the tributary/open water?
Yes No
7e. Is stream or other open water sheltered or exposed?
Sheltered – adjacent open water with width < 2500 feet and no regular boat traffic.
Exposed – adjacent open water with width ≥ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area – wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
A A ≥ 100 feet
B B From 80 to < 100 feet
C C From 50 to < 80 feet
D D From 40 to < 50 feet
E E From 30 to < 40 feet
F F From 15 to < 30 feet
G G From 5 to < 15 feet
H H < 5 feet
9. Inundation Duration – assessment area condition metric (skip for non-riparian wetlands)
Answer for assessment area dominant landform.
A Evidence of short-duration inundation (< 7 consecutive days)
B Evidence of saturation, without evidence of inundation
C Evidence of long-duration inundation or very long-duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition – assessment area condition metric (skip for non-riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
A Sediment deposition is not excessive, but at approximately natural levels.
B Sediment deposition is excessive, but not overwhelming the wetland.
C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size – wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable , see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select “K” for the FW column.
WT WC FW (if applicable)
A A A ≥ 500 acres
B B B From 100 to < 500 acres
C C C From 50 to < 100 acres
D D D From 25 to < 50 acres
E E E From 10 to < 25 acres
F F F From 5 to < 10 acres
G G G From 1 to < 5 acres
H H H From 0.5 to < 1 acre
I I I From 0.1 to < 0.5 acre
J J J From 0.01 to < 0.1 acre
K K K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness – wetland type condition metric (evaluate for Pocosins only)
A Pocosin is the full extent (≥ 90%) of its natural landscape size.
B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas – landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contigu ous
naturally vegetated area and open water (if appropriate). Boundari es are formed by four-lane roads, regularly maintained utility line
corridors the width of a four-lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
A A ≥ 500 acres
B B From 100 to < 500 acres
C C From 50 to < 100 acres
D D From 10 to < 50 acres
E E < 10 acres
F F Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
Yes No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect – wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificia l edges include
non-forested areas ≥ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessme nt area is clear cut,
select option ”C.”
A 0
B 1 to 4
C 5 to 8
15. Vegetative Composition – assessment area condition metric (skip for all marshes and Pine Flat)
A Vegetation is close to reference condition in species present and their proportions. Lower strata compo sed of appropriate
species, with exotic plants absent or sparse within the assessment area.
B Vegetation is different from reference condition in species diversity or proportions , but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity – assessment area condition metric (evaluate for Non-tidal Freshwater Marsh only)
A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
B Vegetation diversity is low or has > 10% to 50% cover of exotics.
C Vegetation is dominated by exotic species (> 50 % cover of exotics).
17. Vegetative Structure – assessment area/wetland type condition metric
17a. Is vegetation present?
Yes No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non-marsh wetlands.
A ≥ 25% coverage of vegetation
B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non-marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
A A Canopy closed, or nearly closed, with natural gaps associated with natural processes
B B Canopy present, but opened more than natural gaps
C C Canopy sparse or absent
A A Dense mid-story/sapling layer
B B Moderate density mid-story/sapling layer
C C Mid-story/sapling layer sparse or absent
A A Dense shrub layer
B B Moderate density shrub layer
C C Shrub layer sparse or absent
A A Dense herb layer
B B Moderate density herb layer
C C Herb layer sparse or absent
18. Snags – wetland type condition metric (skip for all marshes)
A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
B Not A
19. Diameter Class Distribution – wetland type condition metric (skip for all marshes)
A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris – wetland type condition metric (skip for all marshes)
Include both natural debris and man-placed natural debris.
A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
B Not A
21. Vegetation/Open Water Dispersion – wetland type/open water condition metric (evaluate for Non-Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. P atterned
areas indicate vegetated areas, while solid white areas indicate open water.
A B C D
22. Hydrologic Connectivity – assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
A Overbank and overland flow are not severely altered in the assessment area.
B Overbank flow is severely altered in the assessment area.
C Overland flow is severely altered in the assessment area.
D Both overbank and overland flow are severely altered in the assessment area.
Notes
Wetland is located within an agricultural field and has been regularly plowed in the past.
Canopy Mid-Story Shrub Herb
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name Wetland AA Date of Assessment 6.23.20
Wetland Type Headwater Forest Assessor Name/Organization CWS
Notes on Field Assessment Form (Y/N) YES
Presence of regulatory considerations (Y/N) YES
Wetland is intensively managed (Y/N) NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) NO
Assessment area is substantially altered by beaver (Y/N) NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) NO
Assessment area is on a coastal island (Y/N) NO
Sub-function Rating Summary
Function Sub-function Metrics Rating
Hydrology Surface Storage and Retention Condition LOW
Sub-surface Storage and
Retention Condition HIGH
Water Quality Pathogen Change Condition MEDIUM
Condition/Opportunity MEDIUM
Opportunity Presence (Y/N) NO
Particulate Change Condition LOW
Condition/Opportunity NA
Opportunity Presence (Y/N) NA
Soluble Change Condition LOW
Condition/Opportunity LOW
Opportunity Presence (Y/N) NO
Physical Change Condition LOW
Condition/Opportunity LOW
Opportunity Presence (Y/N) NO
Pollution Change Condition NA
Condition/Opportunity NA
Opportunity Presence (Y/N) NA
Habitat Physical Structure Condition LOW
Landscape Patch Structure Condition LOW
Vegetation Composition Condition LOW
Function Rating Summary
Function Metrics Rating
Hydrology Condition MEDIUM
Water Quality Condition LOW
Condition/Opportunity LOW
Opportunity Presence (Y/N) NO
Habitat Condition LOW
Overall Wetland Rating LOW