20190006 Ver 1_More Information Received_20190211

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20190006
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:*
Application Attachments
Does this project require a request for payment to be sent?
r
Yes
r
No

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 Pre -Application Submittal
r More Information Response
r Other Agency Comments
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: Hugh Creed Associates, Inc., PA
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20090006 1
20170001 (no dashes)
Project Name: Thatcher Woods
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)
Guilford
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docurrent
Thatcher Woods Dr Crossing 2019-02-08.pdf
620.78KB
Thatcher Woods Dr Overall 2019-02-08.pdf
5.22MB
Alton Drive 2019-02-08.pdf
5.36MB
Thatcher Woods PCN 2019-02-08.pdf
1.08MB
PCN Attachment 2019-02-08.pdf
66.04KB
Guilford County FWS Letter Raleigh 2019-02-08.pdf
95.51 KB
NC Historic Preservation Map.pdf
284.27KB
Only pdf or Ivrz files are accepted.
Describe the attachments:
Plans showing the Thatcher Woods Drive stream crossing design
Plan showing alternate for Alton Drive stream crossing showing that this causes more impacts than Thatcher
Woods Drive crossing
PCN and attachment
W By checking the box and signing box below, I certify that:
• 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:
Submittal Date:

Hugh Creed Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone] FAX: [phone]
FIRM LICENSE #C-0551 E-MAIL: HCAaHUGHCREEDASSOCIATES.COM
February 7, 2019
Pre -Construction Notification (PCN) Form Attachment
Item D. Impact Justification and Mitigation
Ia. Measures taken to avoid or minimize the proposed impacts in designing_ project
The creek crossing is required for access to the remainder of the property. This is limited
to one crossing to minimize disturbance.
The location of Thatcher Woods Drive is determined by the limitations on the southwest
and northeast of the site. Guilford County requires Thatcher Woods Drive to line up with
Peeples Road on the southwest side of the tract. The adjacent property on the northeast of
this site is landlocked. Therefore, a street must be extended to the property line. The
location of Thatcher Woods Drive is centered on the adjacent tract.
NCDOT and Guilford County have requirements for the street design as follows:
Maximum grade 100' each way from an intersection cannot exceed 5%.
Residential collector roads have a maximum grade of 9%, except at intersections.
Rate of vertical curvature (K) is 14 at stop conditions.
Rate of vertical curvature (K) is 30, except at stop conditions.
Minimum horizontal centerline radius is 300' per Guilford County.
We have designed the street to meet NCDOT's and Guilford County's standards, using
the maximum grades possible. The street is designed to be perpendicular to the stream.
We have added NCDOT end walls on both ends to shorten the stream impact. Fill slopes
are to be at a maximum grade of 2:1.
lb. Measures taken to avoid or minimize the proposed impacts through construction
techniques.
The slope of the existing ground and therefore, the pipe is 2.31 %. As directed by
USACE, we will lay the pipe on natural ground instead of burying it 1' deep in order to
reduce the risk of headcutting upstream.
The top of the rip -rap is to be placed along the original stream bed elevation.
During construction, the stream will be sandbagged and pumped for dry installation to
minimize the stream impact.
PAProjects 2005\Lyons Buddy\Thatcher Woods MCS\Calcs Forms etc\PCN Impact Justification.docx
1

Items below are in response to the USACE comments dated January 3, 2019.
1) There is a conceptual alternative plan of Alton Drive extension across the stream
as requested by USACE using NCDOT's maximum horizontal and vertical
alignments. Below is a chart showing the impacts of the crossing at Thatcher
Woods Drive versus crossing at Alton Drive extension.
Stream Impacts
Thatcher Woods Drive
Alton Drive Extension
Wetland Impact
0.27 Acres
0.24 Acres
Buffer Impacts
Zone #1 = 9,408 Sq. Ft.
Zone #1 = 12,145 Sq. Ft.
Zone #2 = 4,482 Sq. Ft.
Zone #2 = 5,931 Sq. Ft.
Stream Impacts
128 Linear Feet
201 Linear Feet
Due to the depth of the crossing at Alton Drive extension, the buffer impacts and
stream impacts will be much greater than the Thatcher Woods Drive crossing. See
the attached maps.
The wetlands impact will only be 0.03 acres more with the Thatcher Woods
impact.
Therefore, we submit that the Thatcher Woods Drive crossing has much less
impact on the stream crossing than Alton Drive Extension.
2) Endwalls have been added to both ends of the 54" RCP to reduce the impact.
3) The attached drawings are in color to show the wetlands, floodplain, and stream.
4) a. You can better distinguish the wetlands with hatching and the maps in color.
b. We have raised the culvert to ground level to reduce the risk of headcutting
upstream.
c. The top of the rip -rap is at the stream bed elevation and at the invert of the
culvert.
d. One 18" culvert is planned in the center of the wetlands on each side of the 54"
RCP to maintain a hydrological connection throughout the wetland crossing.
5) Thatcher Woods Drive has been terminated further away from the property line at
a zero cut/fill area to allow for avoidance and minimization of wetland and stream
impacts.
6) a. Revised
b. Section 5:
We have submitted a letter to begin the consultation process to:
Mr. Pete Benjamin
US Fish and Wildlife Services
Raleigh Field Office
PAProjects 2005\Lyons Buddy\Thatcher Woods MCS\Calcs Forms etc\PCN Impact Justification. docx

Section 7: There is no historic or cultural preservation issues on site per the NC
Historic Preservation Website. (ww.hpo.ncdcr.gov)
See attached map.
7) We have submitted a letter to begin the consultation process to:
Mr. Pere Benjamin
US Fish and Wildlife Service
Raleigh Field Office
8) We would like to finalize the PCN prior to mitigation to ensure we have the final
wetlands impacts.
P:\Projects 2005\Lyons Buddy\Thatcher Woods MCS\Calcs Forms etc\PCN Impact Justification. docx

a`'oF wArE�Q�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Thatcher Woods Phase 2
2b.
County:
Guilford
2c.
Nearest municipality / town:
Oak Ridge
2d.
Subdivision name:
Thatcher Woods
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Alcorn Road, LLC
3b.
Deed Book and Page No.
DB 8017, PG 2322
3c.
Responsible Party (for LLC if
applicable):
Christopher Lyons (Buddy)
3d.
Street address:
5826 Samet Drive, Suite 105
3e.
City, state, zip:
High Point, NC 27265
3f.
Telephone no.:
(c) 336-671-1858
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
PIN #7817574108
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.1568 Longitude: -79.9653
1 c.
Property size:
22.51 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Reedy Fork Creek
2b. Water Quality Classification of nearest receiving water:
WS -III
2c.
River basin:
Cape Fear
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:
Site is wooded. Adjacent land is farmland and rural subdivisions, with 1-73 along the eastern property line.
3b.
List the total estimated acreage of all existing wetlands on the property: 3.4
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,258+/-
3d. Explain the purpose of the proposed project:
Street installation for the development of a single family subdivision with 16 lots.
3e. Describe the overall project in detail, including the type of equipment to be used:
Clear and grade streets, install well house, water and septic lines, offsite septic fields, one creek crossing. Equip: dozer, trackhoe, and excavator.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project includin all prior phases in the past?
0 Yes ❑ No ❑ Unknown
Comments: Delineated by private company -See attached
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): Michael Brame
Agency/Consultant Company: Pilot Environmental, Inc.
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes 0 No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
0 Yes ❑ No
6b. If yes, explain.
To be built in 3 phases. Stream crossing will be in Phase 2.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
N/1 P
Culvert
Small -Basin Wetland
Yes
Corps
0.26
W2 P
Rip -Rap
Choose one
Yes/No
0.01
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.27
2h. Comments:
54" Culvert with NCDOT Endwalls, 32 L.F. Rip -Rap and grading for street.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
Unnamed
PER
Corps
4
128
S2 T
Rip -Rap Dissipater
Unnamed
PER
Corps
4
32
S3 T
Construction disturbancE
Unnamed
PER
Corps
4
5
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
145
3i. Comments:
S1 = 128 LF Stream with 108 LF 54" Culvert with Headwalls - Permanent Impact
S2 = 32 LF Rip -Rap Dissipater - Temporary Impact
S3 = 15 LF Construction Disturbance - Temporary Impact Total impact = 145 LF
Page 4 of 10
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the 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 ❑X Other: Cape Fear
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 P
Street Crossing
Unnamed
No
9,408
4,482
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
9,408
4,482
6i. Comments: Stream Crossing to have Structural fill and a 54" Culvert with Endwalls and Rip -Rap Outlet for Street Crossing
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached sheet
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached sheet
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑ No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El 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:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
The Preliminary Plan was approved by Guilford County as a low density development and a /diffuse Flow
❑ Yes ❑X No
Plan
is not required.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
8.4%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The Preliminary Plan was approved by Guilford County as a low density development and a Stormwater Management Plan is not required.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑X Phase II
❑ NSW
3b.
Which of the following locally-implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state-implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes X❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
E] Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
73
Single family lots with individual sub -surface systems.
Page 9 of 10
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.
- PUG4Sc SEE .Q 1742LlaCD
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes f�No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
/til C /-//Sio2lC PQE6EP-V4T1ofU hPo- ✓lccsr y 6✓
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? T❑
Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Field located flood elevation shown on FEMA NFIP FIRM Rate Map 3710781700J, Map Revised 06/18/07
Christopher Lyons
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Hugh Creed Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone] FAX: [phone]
FIRM LICENSE #C-0551 E-MAIL: HCAaHUGHCREEDASSOCIATES.COM
February 7, 2019
Mr. Pete Benjamin
U.S. Fish and Wildlife Services, Raleigh Field Office
P.O. Box 33726
Raleigh, North Carolina 27636-3726
Reference: Request for Information
Threatened and Endangered Species/Critical Habitat
7776 Alcorn Road
Oak Ridge Township, Guilford County, North Carolina
Dear Mr. Benjamin:
Alcorn road, LLC is requesting information concerning the possible presence of threatened and
endangered species and their habitat at the site located at 7776 Alcorn Road, Guilford County,
North Carolina. The site is depicted on the attached map.
Project Description
The site is being evaluated to determine the feasibility of development with a single family
subdivision. As part of the project, Alcorn Road, LLC has applied for a permit with the USACE.
As a condition of the permit, the USACE is requiring Section 7 Consultation.
Site Reconnaissance
The site contains wooded land. Approximately 50% of the wooded land consists of a mixed
pine/hardwood forest that is estimated to be approximately 40-50 years old. The dominant tree
species include various oak and pine species, poplar, sweet gum, ash and maple. The mid and
understories in these areas were moderately vegetated with similar saplings and holly, eastern red
cedar, hop hornbeam, Japanese stilt grass, various ferns, honeysuckle, Chinese privet and other
low-lying species.
The other wooded land on the site is estimated to be approximately 10-15 years old. The dominant
sapling species include loblolly pines, Virginia pines, sweetgums and maples. The understories
are densely vegetated with blackberry, honeysuckle, poison ivy, muscadine, greenbrier and other
low-lying species.
As noted on the Wetlands Determination report from Pilot Environmental, Inc., Reedy Fork is
located near the northwestern site boundary. An additional stream and a feeder stream are located
on the central and southeastern portions of the site, respectively. An additional stream is located
immediately north of the site. The streams have defined beds and banks, evidence of ordinary

high-water marks, meanders, substrate sorting and riffle pool complexes. Minnows, crayfish and
salamanders were observed in the streams. Based on our observations, the streams are perennial.
Wetlands are located in the floodplain of Reedy Fork and adjacent to the streams on the site. The
wetlands are separated from surrounding uplands by topographic, vegetation and/or soil breaks.
2

Database Review
The USFWS Endangered Species Database was reviewed to identify federally protected threatened
and endangered species in Guilford County, North Carolina. The following federally protected
threatened and endangered species were identified:
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Cape Fear shiner Notropis mekistocholas 0 Current
Roanoke logperch jPercina rex 0 Current
Vascular Plant:
Schweinitz's sunflower Helianthus schweinitzii 0 Current
JISmall whorled pogonia �jIsotria medeoloides �ff jCurrent
BGPA — Bald and Golden Eagle Protection Act E — Endangered T - Threatened
Species/Habitat Description
Cape Fear Shiner (Notropis mekistocholas)
Description: The Cape Fear shiner (Notropis mekistocholas) was first described as a new species
in 1971. It is a small (approximately 2 inches long), yellowish minnow with a black band along
the sides of its body. The shiner's fins are yellow and somewhat pointed. It has a black upper lip,
and the lower lip bears a thin black bar along its margin. The Cape Fear shiner is known to
consume plant and animal material. However, unlike most other minnows in the genus Notropis,
the Cape Fear shiner's digestive tract is modified primarily for a plant diet by having an elongated,
convoluted intestine.
Habitat: The Cape Fear shiner is generally associated with gravel, cobble, and boulder substrates,
and has been observed in slow pools, riffles, and slow runs. These areas occasionally support
water willow (Justicia americana), which may be used as cover or protection from predators (e.g.
flathead catfish (Pylodictis olivaris), bass (Micropterus spp.) and crappie (Pomoxis spp.)). The
Cape Fear shiner can be found swimming in schools of other minnow species but is never the most
abundant species. During the spawning season, May through July, the Cape Fear shiner adults
move to slower flowing pools to lay eggs on the rocky substrate. Juveniles are often found in slack
water, among large rock outcrops of the midstream, and in flooded side channels and pools. Cape
Fear shiners are sexually mature after their first year and are known to live up to 6 years in
captivity.
Roanoke log=perch (Percina rex)
Description: The Roanoke logperch is a large darter (up to 165 millimeters (mm) total length)
with 8-11 vertical lateral blotches, dark green "worm -like" markings interspersed between dorsal
3

saddles, speckled fins with the first dorsal fin having an orange band (particularly vivid in males),
and a bulbous snout.
Habitat: Roanoke logperch typically inhabit medium -to -large sized warm, clear streams and small
rivers of moderate to low gradient. Adults usually occupy riffles, runs, and pools containing sand,
gravel, or boulders that are free of silt. Young -of -year congregate in mixed -species schools in
shallow habitat underlain by sand and gravel along stream margins.
Spawning occurs in April or May in deep runs over gravel and small cobble, and logperch typically
bury their eggs with no subsequent parental care. Larval drift is likely an important dispersal and
recolonization mechanism. Roanoke logperch mature at 2-3 years of age and commonly live five
to six years.
Roanoke logperch actively feed during the warmer months by utilizing their snout to overturn
gravel to forage on benthic aquatic macroinvertebrates. Generally, the logperch exist in low-
density populations.
Schweinitz's sunflower (Helianthus schweinitzii)
Description: Schweinitz's sunflower is a perennial that regularly grows approximately 6.5 feet
(ft) (2.0 meters; m) tall (though it can be shorter if young or injured) and can occasionally reach
heights of 16 ft (4.8 m). It has thickened roots that are used by the plant to store starch. The stem
is purplish in color, and the upper third bears secondary branches at 45 -degree angles. The leaves
are arranged in pairs on the lower part of the stem but usually occur singly (or alternate) on the
upper parts. Leaves are attached to the stem at right angles, and the tips of the leaves tend to droop.
The leaves are thick and stiff, with a rough upper surface. The upper leaf surfaces have broad
spiny hairs that are directed toward the tip and soft white hairs cover the underside. The plant
produces small yellow flowers from late August until frost. This species is able to colonize through
the dispersal of seeds that readily germinate without a dormant period.
Habitat: Schweinitz's sunflower occurs in full to partial sun and is found in areas with poor soils,
such as thin clays that vary from wet to dry. It is believed that this species once occurred in natural
forest openings or grasslands. Many of the remaining populations occur along roadsides.
Small whorled pogonia (Isotria medeoloides)
Description: Small -whorled pogonia has a greenish -white stem that grows between 3 —13 inches
(7.6 - 33 centimeters) tall. It gets its common name from the five or six grayish -green leaves that
are displayed in a single whorl around the stem. When the leaves are well developed, a single
flower or sometimes a flower pair rises from the center of the circle of leaves. The flowers are
yellowish -green with a greenish -white lip. Each flower has three sepals of equal length that spread
outward. The flowers are scentless, lack nectar, and are primarily self -pollinating. It produces
fruit which ripens in the fall. The seeds contain very little food reserves and therefore need to fall
on soil containing mycorrhizal fungi in order for the seed to germinate and seedlings to become
established. An over -wintering vegetative bud may form in late August or September.
Occasionally small whorled pogonia will reproduce vegetatively, without the use of seeds.
4

Habitat: Small whorled pogonia can be limited by shade. The species seems to require small
light gaps, or canopy breaks, and generally grows in areas with sparse to moderate ground cover.
Too many other plants in an area can be harmful to this plant. This orchid typically grows under
canopies that are relatively open or near features that create long -persisting breaks in the forest
canopy such as a road or a stream. It grows in mixed -deciduous or mixed-deciduous/coniferous
forests that are generally in second- or third -growth successional stages. The soils in which it lives
are usually acidic, moist, and have very few nutrients.
Based on our understanding of the listed species and their habitat descriptions and our site
observations, it is our opinion that suitable habitat for the listed species is not present on the site.
We appreciate your assistance. Please contact us if you have any questions concerning the site or
this request.
Sincerely,
Hugh Creed Associates, Inc., P.A.
Norris Z. Clayton, P.E., P.L.S.
5

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NOTES:
I. REF: DB 8017, P6. 2322
2. PARGEL #0227186
3. NUMBER OF LOTS
PHASE 1 = 32 LOTS
PHASE 2 = 17 LOTS
PHASE 3 = 24 LOTS
TOTAL = 73 LOTS
4. ZONE GZ-RS-30
GOND I TI ONS:
I. USES SHALL BE LIMITED TO 51NOLE FAMILY RESIDENTIAL
DWELLING UNITS.
2. THERE SHALL BE A MAXIMUM OF 80 RESIDENTIAL LOTS
5. WATER SERVED BY COMMUNITY WELLS
SEWER SERVED BY INDIVIDUAL SEPTIC AREAS
6. TOTAL AREA = 80.200 ACRES
7. SITE IS IN THE OREENSBORO WATERSHED, WSIII
NOT A DESIGNATED WATERSHED.
NOT IN A WATERSHED GRITIGAL AREA.
8. UE = UTILITY EASEMENT
DE = DRAINAGE EASEMENT
5DE = 10'x70' SITE DISTANCE EASEMENT
cf. FLOOD AREAS NOTED ARE TAKEN FROM FEMA FIRM MAP
#3710781700J, MAP REVISED 06/18/17.
50' STREAM 50' STREAM
BUFFER BUFFER
20' 30' z z 30' 20'
m m
ZONE ZONE IL IL ZONE ZONE
2 I O O 1 2
0 077
ZONE 1 MUST REMAIN NATURAL AND UNDISTURBED.
ZONE 2 MAY BE DISTRUBED, BUT MUST BE REBEGETATED.
ALL BUFFER DIMENSIONS ARE FROM THE STREAM BANK.
STREAM BUFFER DETAIL
TYPIr,AL SECTION
NO 5GALE
DEED RESTRICTION - RESTRICTIVE COVENANT:
DEVELOPMENT OF SUBJECT PROPERTY IS TO BE IN ACORDANCE WITH APPLICABLE
STATE AND FEDERAL REGULATIONS FOR THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PHASE II STORMWATER MANAGEMENT PROGRAM. THE
RECORDING OF THIS DOCUMENT ESTABLISHES AN ENFORCEABLE RESTRICTION ON
PROPERTY USAGE THAT RUNS WITH THE LAND TO ENSURE THAT FUTURE
DEVELPTMENT AND/OR REDEVELOPMENT SHALL MAINTAIN THE SITE IN A MANNER
CONSISTENT WITH APPLICABLE LAW AND THE APPROVED PROJECT PLANS. ANY
ALTERATIONS TO THE SITE SHALL NOT BE PERMITTED WITHOUT REVIEW AND
APPROVAL BY THE LOCAL GOVERNNMENTAL OFFICE HAVING JURISDICTION FOR
WATERSH ED/STORM WATER MANAGEMENT PROTECTIOJN.
7HA7�H R A®®�5 SRIVE
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OAK RIDGE TOWNSHIP, GUILFORD COUNTY
SEPT. 18, 2018
DATE: NOV. 20, 20171 5GALE: I "=100' 0 50 100 2oq SHEET: I OF I
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR [phone]
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E-MAIL: [e-mail]

SEE THATGHER HOODS
DRIVE PLAN AND
PROFILE VIEWS FOR
LOGATIONS OF
WETLANDS, FLOOD
ZONES, AND BUFFERS,
OOOF CALL NC ONE CALL
BEFORE YOU DIG
STOP
DAL 811 or
800-632-4949
L�IOID U1ILITY DAMAGE
SEAL <
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P.
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FEBRUARY 6, Ola
O�ERAl-L 57REAM GROSSING PLAN
FIRM LICENSE #C-0551 E-MAIL: [e-mail]
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FLOOD AREAS NOTED ARE TAKEN FROM
FEMA FIRM MAP #3710781700.1,
MAP REVISED 06/18/17.
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W W W W W WETLAND I MPAGT
W W W W W W
W W W W W 0.27 ACRES
W W W W W W W W W W W i [5±'xl20±')
BUFFER IMPACT
ZONE I = a,408 SQ. FT.
BUFFER I MPAGT
ZONE 2 = 4,482 SQ. FT.
STREAM I MPAGT
12& LINEAR FEET
OOOF CALL NC ONE CALL
BEFORE YOU DIG
STOP
DAL 811 or
800-632-4949
L �IOID UflLITY DAMAGE
CAROB'%�.
S/o,�
SEAL
10727
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.,
XFEBRURY 6, Ola
THATCHER A001DS DRIVE
STREANM GROSSING PLAN \/IEW
7HA7C,HER WOODS
-Mb ALCORN ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
DATE: SEPT. 19, 20181 SCALEW'=40' I SHEET: 2 OF 3
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE:[phone]
1306 W. WENDOVER AVE. OR ((336)) 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E-MAIL: [e-mail]

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CALL NC
E CALL'S
BEFORE
OU DIG
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NOTES:
STALLATION OF
DEWATERING 1 PRIOR TOSANDBAGS, O
0 O
CONTRACTOR
PIPETO
O
PUMP ENSURE ALL MATERIALS ARE ON-
FLOW STR� SITE AND READY FOR INSTALLATION.
Nor
OF
STREAM - DEW TERIN PIPE Flow WEATHER WEATHER CONDITIONS SHOULD BE A
FLOW �� MINIMUM OF FIVE DAYS AFTER ANY
DIAL811
or
RAIN EVENT AND NO FORECAST OF
RAIN FOR 48 -HOURS AFTER
STO M RAIN TEMP. INSTALLATION BEGINS. TOTAL
800-632-4949
J�
INSTALL SANDBAGS) STONE INSTALLATION TIME SHOULD BE LESS
AVOID UTIU
DAMAGE
TO STOP FLOW > OUT LEAP DAM THAN EIGHT HOURS.
J 2. INSTALL SANDBAGS TO DEWATER
� cn j CONSTRUCTION AREA.
CD cn Q 3. INSTALL PUMP AND DEWATERING
Jw � LINES.
w U
CD U 4. CUT OUT STREAMBED AND INSTALL
Lu
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v
w o EXISTING STREAMBED LEVEL.
LL
Z
Z
w INSTALL TEMPORARY STONE DAM
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AND FILTER FABRIC.
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5. BEGIN PUMPING AND CONTINUE
PLAN VIEW PUMPING DURING STORM DRAIN
N
N O
p
INSTALLATION.
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6. CUT DITCH FOR STORM DRAIN PIPE
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WITH BACKHOE. LAY STORM DRAIN
PIPE ONE FOOT BELOW STREAMBED
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AND INSTALL ENDWALL.
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7. IMMEDIATELY REMOVE SANDBAGS TO
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LL Q
3
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DIVERT FLOW THROUGH STORM
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Lu
DRAIN PIPE. SPREAD OUT STONE
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Z
RIP -RAP DAM KEEPING RIP -RAP OUTLET
OUTLET
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LL
LL1
3
n Q
SANDBAGS PUMP TEMP. LEVEL WITH EXISTING
ca
+ �LLJ
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LH
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LuINLET
PIPE STONE STREAMBEAD.
DAM 8. SEED CONSTRUCTION SITE AS NEEDED.
W
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W
DEWATERING PIPE
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ua �t 1 L
O
CONTRAGTOR 15 TO
STORM DRAIN NOTIFY EROSION
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SIDE VIEW CONTROL INSPECTOR
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BEFORE ANY STREAM
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TF_MPORARI' STREAM DISTURBANCE OCCURS.
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OROSSI NO FOR
STORM DRAIN INSTALLATION
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THATCHER HOODS DRIVE
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= 40'
NEE ��� DATE: 5EPT. 14, 201 50ALE:NOTED 5HEET: 3 OF 5
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��' � .;� � � C•• HUGH CREED ASSOCIATES, INC., P
CONSULTING ENGINEERS & LAND SURVEYORS
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P.O. BOX 9623 PHONE: [phone]
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1306 W. WENDOVER AVE. OR 336 275-8084
JANUA Y 6, ZOIC GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E—MAIL: HCAOHUGHCREEDASSOCIATES.COM