20210469 Ver 1_401 Application_20210510

Staff Review Form
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 1
20210469
Is this project a public transportation project?*
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
r Yes
r No
Sue Homewood:eads\slhomewood
Winston-Salem Regional Office - [phone]
401 Application
Does this project require a request for payment to be sent?*
C'
Yes
No
How much is ( $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:*
✓ For the Record Only (Courtesy Copy)
✓ New Project
✓ Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
✓ Pre -Application Submittal
✓ Re-Issuance\Renewal Request
✓ Stream or Buffer Appeal
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not
be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre -Filing Meeting Request here:
Prefile Clock Reached_03.31.21. pdf
Date for Meeting Request 3/31/2021
ID# 20210469 Version 1
Project Contact Information
Name: Michael Brame
who is submitting the inforrration?
Email Address: [e-mail]
Project Information
Project Name:
Colerain Creek Dr
Is this a public transportation project?
r Yes
a No
51.25KB
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Forsyth
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docunent
6633-Colerain Creek Drive_PCN 5.6.2021.pdf 16.78MB
Only pdf or krrz files are accepted.
Describe the attachments
or comments:
PCN for 401
Sign and Submit
.....................................................................................................................................................................................................................
117 By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online 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:
(W i et, 40. iMpreci
Submittal Date: Is filled in automatically.

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- 2018-01868 Begin Date (Date Received): May 10, 2021
Prepare file folder n Assign Action ID Number in ORM n
1. Project Name [PCN Form A2a]: Crescent Hill
2. Work Type: Private nlnstitutional Fl Government Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
Proposed residential development.
4. Property Owner / Applicant [PCN Form A3 or A4]: Thyme Properties, LLC
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Pilot Enviromntal, Inc. / Michael Brame
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form Bib]:
Colerain Creek Drive/Crescent Hill Subdivision
36.137129 /-80.367447
8. Project Location — Tax Parcel ID [PCN Form Bla]:
5897-61-0942, 5897-61-6961
9. Project Location — County [PCN Form A2b]: Forsyth
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Winston-Salem
11. Project Information —Nearest Waterbody [PCN Form B2a]: Oil Mill Branch
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: 03040101
Section 10 and 404 n
Authorization: Section 101-1 Section 404 fl
Regulatory Action Type:
Standard Permit
Nationwide Permit #
Regional General Permit #
Jurisdictional Determination Request
RPre -Application Request
Unauthorized Activity
RCompliance
No Permit Required
Revised 20150602

NORTH CAROLINA
Environmental Quality
Water Resources
Office Use Only
Corps Action ID no. SAW-2018-01868
DWR project no. _Click enter.]
Site Coordinates:
Latitude (DD.DDDDDD): 36.137187°
Longitude (DD.DDDDDD): -80.367107°
Form Version 1.5. September 2020
Date received: [Click to enter.]
Date received: [Click to enter.]
Pre -Construction Notification (PCN) Form
(Ver. 1.5, September 2020)
For Nationwide Permits and Regional General Permits and corresponding Water Quality Certifications
Please note: fields marked with a red asterisk are required. The form is not considered complete until all mandatory
questions are answered.
The online help file may be found at this link:
https://edocs.deq. nc.gov/WaterResou rces/0/edoc/624704/PCN%20He I p%20File%202018-1-30. pdf
The help document may be found at this link:
http://www.saw. usace.armv.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/Pre-
construction-Notification/
Before submitting this form, please ensure you have submitted the Pre -Filing Meeting Request Form as DWR will not be
able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used to satisfy 40
C.F.R. Section 121.4(a) which states "At least 30 days prior to submitting a certification request, the project proponent shall
request a pre -filing meeting with the certifying agency." In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all
certification requests must include documentation that a pre -filing meeting request was submitted to the certifying authority
at least 30 days prior to submitting the certification request.
Attach documentation of Pre -Filing Meeting Request to this Application.
Date of Pre -filing Meeting Request (MM/DD/YYYY) : 3/1/2021
DWR ID # 20210469 Version 1 (If applicable)
A. Processing Information
County (counties) where project is located:
Forsyth Additional (if needed).
Is this a public transportation project?
(Publicly funded municipal, state, or federal road, rail,
or airport project)
❑ Yes ❑x No
Is this a NCDOT project?
❑ Yes ❑x No
If yes, NCDOT TIP or state project number:
Click to enter.
If yes, NCDOT WBS number:
Click to enter.
1 a.
Type(s) of approval sought from the Corps:
❑x Section 404 Permit (wetlands, streams, waters,
Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal
waters, Rivers and Harbors Act)
Page 1 of 21
PCN Form - Version 1.5, September 2020

1 b. Permit type(s)?
❑x Nationwide Permit (NWP)
❑ Regional General Permit (RGP)
❑ Standard (IP)
This form may be used to initiate the standard/ individual permit process with the USACE. Please contact your Corps
representative concerning submittals for standard permits. All required items can be included as separate attachments
and submitted with this form.
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x No
NWP number(s):
NWP 29
RGP number(s):
Click to enter.
1d. Type(s) of approval sought from the DWR (check all that apply): *
❑x 401 Water Quality Certification — Regular ❑ 401 Water Quality Certification— Express
❑ Non-404 Jurisdictional General Permit ❑ Riparian Buffer Authorization
❑ Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: *
❑ Yes ❑x No
For the record only for Corps Permit: *
❑ Yes ❑x No
1f. Is this an after -the -fact permit/certification application?
❑ Yes ❑x No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts?
• Yes ❑x No
If yes, attach the acceptance letter from mitigation bank or in -lieu fee program.
1 h. Is the project located in any of NC's twenty coastal counties?
❑ Yes ❑x No
1 i. Is the project located within an NC DCM Area of Environmental
Concern (AEC)?
El Yes ❑x No El Unknown
1j. Is the project located in a designated trout watershed?
❑ Yes ❑x No
If yes, you must attach a copy of the approval letter from the appropriate Wildlife Resource Commission Office.
Trout information may be found at this link: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Agency-Coordination/Trout.aspx
Page 2 of 21 PCN Form - Version 1.5, September 2020

B. Applicant Information
la.
Who is the primary contact?
Stephen J. Phillips
1 b.
Primary Contact Email:
[e-mail]
1 c.
Primary Contact Phone: (###)###-####
1 336.287.4224
1 d.
Who is applying for the permit/certification?
all that apply)
(check
el Owner 0 Applicant (other than owner)
1 e.
Is there an agent/consultant for this project?
el Yes ❑ No
2. Landowner Information
2a. Name(s) on Recorded Deed:
Thyme Properties, LLC
2b. Deed Book and Page No.:
003503-00460, 003527-03937
2c. Responsible Party (for corporations):
Stephen Phillips
2d. Address
Street Address:
2255-C Lewisville-Clemmons Road
Address line 2:
Click to enter.
City:
Clemmons
State/ Province/ Region:
North Carolina
Postal/ Zip Code:
27012
Country:
U.S.
2e. Telephone Number: - (###)###-####
[phone]
2f. Fax Number: (###)###-####
Click to enter.
2g. Email Address:
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Name:
Click to enter.
3b.
Business Name (if applicable):
Click to enter.
3c.
Address:
Street Address:
Click to enter.
Address line 2:
Click to enter.
City:
Click to enter.
State/ Province/ Region:
Click to enter.
Postal/ Zip Code:
Click to enter.
Country
Click to enter.
3d.
Telephone Number: - (###)###-####
Click to enter.
3e
Fax Number: (###)###-####
Click to enter.
Page 3 of 21
PCN Form - Version 1.5, September 2020

3f. Email Address:
Click to enter.
4. Agent/ Consultant (if applicable)
4a. Name: *
Michael T. Brame
4b. Business Name:
Pilot Environmental, Inc.
4c. Address: *
Street Address:
743 Park Lawn Court
Address line 2:
Click to enter.
City:
Kernersville
State/ Province/ Region:
NC
Postal/ Zip Code:
27284
Country:
U.S.
4d. Telephone Number: * (###)###-####
336.708.4620
4e Fax Number: (###)###-####
Click to enter.
4f. Email Address: *
[e-mail]
Agent Authorization Letter:
Attach a completed/signed agent authorization form or letter. A sample form may be found at this link:
httbs://www.saw. usace.armv. mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/Pre-
construction-Notification/
Page 4 of 21 PCN Form - Version 1.5, September 2020

C. Project Information and Prior Project History
1.
Project Information
1 a.
Name of project: *
Colerain Creek Drive
1 b.
Subdivision name (if appropriate):
Crescent Hill
lc.
Nearest municipality/town: *
Winston-Salem, NC
2.
Project Identification
2a.
Property identification number (tax PIN or parcel ID):
5897-61-0942 & 5897-61-6961
2b.
Property size (in acres):
25
2c.
Project Address:
Street Address:
Colerain Creek Drive
Address line 2:
Click to enter.
City:
Winston-Salem
State/ Province/ Region:
NC
Postal/ Zip Code:
27409
Country:
U.S.
2d.
Site coordinates in decimal degrees (using 4-6 digits
after the decimal point): *
Latitude (DD.DDDDDD): 36.137187°
Longitude (-DD.DDDDDD): --80.367107°
3.
Surface Waters
3a.
Name of nearest body of water to proposed project:
Oil Mill Branch
3b.
Water Resources Classification of nearest receiving
water:
Class C
The Surface Water Classification map may be found at this link:
https://ncdenr.maps.arcgis.com/apes/webappviewer/index.html?id=6e125ad7628f494694e259c80dd64265
3c.
In what river basin(s) is your project located? *
Yadkin-PeeDee
Choose additional (if needed)
3d.
Please provide the 12-digit HUC in which the project is
located:
030401011302
The Find Your HUC map may be found at this link:
https://ncdenr.maps.arcgis.com/apes/Publiclnformation/index.html?appid=ad3a85a0c6d644a0b97cd069db238ac3
Page 5 of 21 PCN Form - Version 1.5, September 2020

4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
A single family residence is located on the southeastern portion of the site. The remainder of the site contains
wooded land.
4b. Have Corps permits or DWR certifications been obtained for this
project (including all prior phases) in the past?
► Yes ❑ No ❑Unknown
4c. If yes, please give the DWR Certification number and/or Corps
Action ID (ex. SAW-0000-00000):
SAW-2018-01868
IClick to enter.]
Attach any pertinent project history documentation
4d. Attach an 8% x 11" excerpt from the most recent version of the USGS topographic map indicating the location of
the project site.
4e. Attach an 8% x 11" excerpt from the most recent version of the published County NRCS Soil Survey map
depicting the project site.
4f. List the total estimated acreage of all existing wetlands on the
property:
0 acres
4g. List the total estimated linear feet of all existing streams (intermittent
and perennial) on the property:
2605 linear feet
4g1. List the total estimated acreage of all existing open waters on the
property:
0 acres
4h. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a 234,000 square foot distribution/warehouse building.
4i. Describe the overall project in detail, including the type of equipment to be used:
The overall project includes the construction of a 49 lot single family residential subdivision. In order to facilitate the
proposed development and access the site, it is necessary to cross a stream. To facilitate the development of the site,
clearing and grading the site is necessary. Graders, haulers, excavators and other heavy equipment will be used
during grading and construction of the site.
4j. Attach project drawings/site diagrams/depictions of impact areas for the proposed project.
5.
Jurisdictional Determinations
5a.
Have the wetlands or streams been delineated on the property or in
proposed impact areas?
r Yes ❑ No ❑Unknown
Comments:
The site was delineated by Pilot Environmental on March 10, 2021, Based on an e-mail from Ms. Samantha
Dailey with the USACE on April 23, 2021, she concurs with the delineation and will issue a Jurisdictional
Determination based on a desktop review.
5b.
If 5a is yes, who delineated the jurisdictional
areas?
Name (if known): David Brame/Michael Brame
Agency/Consultant Company: Pilot Environmental
Other: Click to enter
5c.
If the Corps made a jurisdictional determination,
what type of determination was made?
❑X Preliminary ❑ Approved ❑ Emailed Concurrence
❑ Not Verified ❑ Unknown
Corps AID number (ex. SAW-0000-00000):
SAW — 2018 - 01868
Page 6 of 21
PCN Form - Version 1.5, September 2020

5d. List the dates of the Corps jurisdictional determination or State determination if a determination was made by
either agency.
E-mail concurrence of delineation on April 23, 2021. The e-mail also indicates that impacts associated with
Crescent Hill subdivision are considered cumulative with previously permitted impacts within Sage Creek
subdivision on adjacent property.
5d1. Attach jurisdictional determinations.
Page 7 of 21 PCN Form - Version 1.5, September 2020

6. Future Project Plans
6a. Is this a phased project?
■ Yes ❑x No
6b. If yes, explain.
The subject project is named the Crescent Hill Subdivision. Sage Creek subdivision was previously constructed
on adjacent property. Two road crossings and two sewer line crossings were previously permitted at Sage
Creek. The permit included permanent impacts to 126 linear feet (0.008 acres) of stream channel associated
with two road crossings and temporary impacts to 16 linear feet (0.001 acres) of stream channel associated with
sewer lines. Sage Creek and Crescent Hill impacts are considered cumulative per the e-mail from Ms.
Samantha Dailey on April 23, 2021. No additional phases are planned.
Are any other NWP(s), regional general permit(s), or individual permit(s) used, or intended to be used, to authorize
any part of the proposed project or related activity? This includes other separate and distant crossings for linear
projects that require Department of the Army authorization but don't require pre -construction notification.
No other permits are intended to be used.
Page 8 of 21 PCN Form - Version 1.5, September 2020

D. Proposed Impacts Inventory
1. Impacts Summary
1 a. Where are the impacts associated with your project
(check all that apply):
❑ Wetlands
❑ Buffers
❑ Pond Construction
❑x Streams - tributaries
❑ Open Waters
2. Wetland Impacts
If there are wetland impacts proposed on the site, complete this table for each wetland area impacted.
2a.
Site #
2a1.
Impact
Reason/Type
2b.
Impact
Duration
2c.
Wetland Name
2d.
Wetland Type*
2e.
Forested
?*
2f.
Jurisdiction
Type*
2g.
Impact Area
(ac)
W1
Choose one
Temp/
Perm
Click to enter
Choose one
Y/N
Choose one
Click to
enter
W2
Choose one
Temp/
Perm
Click to enter
Choose one
Y/N
Choose one
Click to
enter
W3
Choose one
Temp/
Perm
Click to enter
Choose one
Y/N
Choose one
Click to
enter
W4
Choose one
Temp/
Perm
Click to enter
Choose one
Y/N
Choose one
Click to
enter
W5
Choose one
Temp/
Perm
Click to enter
Choose one
Y/N
Choose one
Click to
enter
W6
Choose one
Temp/
Perm
Click to enter
Choose one
Y/N
Choose one
Click to
enter
2g1. Total temporary wetland impacts
Click to enter. ac
2g2. Total permanent wetland impacts
Click to enter. ac
2g3. Total wetland impacts
Click to enter. ac
2h. Comments:
The development will not impact wetlands.
Page 9 of 21 PCN Form - Version 1.5, September 2020

3. Stream Impacts
If there are perennial or intermittent stream/ tributary impacts (including temporary impacts) proposed on the site,
complete this table for all stream/ tributary sites impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated local government
Site #
3a.
Impact Reason/
Type
3b.
Impact
Duration
3d.
Stream Name
3e.
Stream
Type
3f.
Jurisdiction
Type
3g.
Stream Width
(avg ft)
3h.
Impact length
(linear ft)
S1
Crossing/ Culvert
Permanent
Unnamed
Perennial
Both
6.31
69/20
S2
Dewatering
Temporary
Unnamed
Perennial
Both
4.96
55
S3
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S4
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S5
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S6
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S7
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S8
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S9
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S10
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S11
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S12
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S13
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S14
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S15
Choose one
Temp/ Perm
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
3i1. Total jurisdictional ditch impact:
Click to enter. linear ft
3i2. Total permanent stream impacts:
69/20 linear ft
3i3. Total temporary stream impacts:
55 linear ft
3i4. Total stream and ditch impacts:
126 linear ft
3j. Comments:
69 linear feet (0.010 acres) of stream channel will be permanently impacted with a culvert and associated fill. 20
linear feet (0.003 acres) of stream channel will be permanently impacted with rip rap that is to be keyed in. 55
linear feet (0.006 acres) of stream channel will be temporarily impacted by a coffer dam and associated pump
around.
Previously, permits were issued for Sage Creek subdivision for permanent impacts to 126 linear feet (0.008
acres) of stream channel associated with two road crossings and temporary impacts to 16 linear feet (0.001
acres) of stream channel associated with sewer lines. Sage Creek and Crescent Hill impacts are considered
cumulative per the e-mail from Ms. Samantha Dailey on April 23, 2021.
A summary table is provided that includes impacts from both of the projects. The total permanent stream impacts
(excluding keyed -in rip rap) is to 195 linear feet (0.018 acres) of stream impact. It is below the mitigation
threshold. Therefore, mitigation should not be required and is not proposed.
Page 10 of 21 PCN Form - Version 1.5, September 2020

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., individually list all open water impacts in the table below.
4a.
Site #
4b.
Impact Reason/
Type
4c.
Impact
Duration
4d.
Waterbody Name
4e.
Waterbody
Type*
4e1.
Jurisdiction
Type
4f.
Impact area (ac)k
01
Choose one
Temp/
Perm
Click to enter.
Choose one
Choose one
Click to enter.
02
Choose one
Temp/
Perm
Click to enter.
Choose one
Choose one
Click to enter.
03
Choose one
Temp/
Perm
Click to enter.
Choose one
Choose one
Click to enter.
04
Choose one
Temp/
Perm
Click to enter.
Choose one
Choose one
Click to enter.
4g. Total temporary open water impacts
Click to enter. ac
4g. Total permanent open water impacts
Click to enter. ac
4g. Total open water impacts
Click to enter. ac
4h. Comments:
Open water impacts are not proposed.
5. Pond or Lake Construction
If pond or lake construction is proposed, complete the table below. (*This does NOT include offline stormwater
management ponds.)
5a.
Pond ID
#
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (ac)
5d.
Stream Impacts (ft)
5e.
Upland
Impacts (ac)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
Click tL.
enter.
Click tk.
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
P2
Choose one
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
5f. Total
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
5g. Comments:
Pond or lake construction is not proposed.
5h. Is a dam high hazard permit required?
❑ Yes ❑ No
If yes, permit ID no.:
Click to enter.
5i. Expected pond surface area (acres):
Click to enter.
5j. Size of pond watershed (acres):
Click to enter.
5k. Method of construction:
Click to enter.
Page 11 of 21 PCN Form - Version 1.5, September 2020

6. Buffer Impacts (DWR requirement)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts.
6a. Project is in which protected basin(s)?
(Check all that apply.)
❑ Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Jordan ❑ Goose Creek ❑ Randleman
❑ Other: Click to enter.
Site #*
6b.
Impact Type*
6c.
Impact Duration*
6d.
Stream Name*
6e.
Buffer
Mitigation
Required?*
6f.
Zone 1 Impact*
(sq ft)
6g.
Zone 2 Impact*
(sq ft)
B1
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B2
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B3
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B4
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B5
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B6
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter
Click to enter.
B7
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter
Click to enter.
B8
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter
Click to enter.
B9
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter
Click to enter.
B10
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter
Click to enter.
6h. Total temporary impacts:
Zone 1: Click to enter. sq ft
Zone 2: Click to enter. sq ft
6h. Total permanent impacts:
Zone 1: Click to enter. sq ft
Zone 2: Click to enter. sq ft
6h. Total combined buffer impacts:
Zone 1: Click to enter. sq ft
Zone 2: Click to enter. sq ft
6i. Comments:
Buffer impacts are not required.
Please attach supporting documentation (impact maps, plan sheets, etc.) for the proposed project.
Page 12 of 21 PCN Form - Version 1.5, September 2020

E. Impact Justification and Mitigation
1.
Avoidance and Minimization
la.
Specifically describe measures taken to avoid or minimize the proposed impacts through project design:
The applicant has designed the proposed development to avoid impacts to other streams. The remaining roads, utility
lines and lots/pads have been designed to avoid additional impacts to jurisdictional areas. The water and sewer lines
are being buried in the location of the stream crossing (above the culvert) to avoid additional impacts. The remaining
approximate 2,479 linear feet of streams are being avoided.
1 b.
Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques:
The clearing limits will be surveyed, staked and silt fencing and clearing limit fencing will be used. Disturbed areas will
be seeded and mulched to limit sediment from entering downgradient waters. Slope matting will be used on steep
slopes.
2. Compensatory Mitigation for Impacts to Waters of the U.S., Waters of the State, or Riparian Buffers
2a. If compensatory mitigation is required, by whom is it required? *
(check all that apply)
❑ DWR ❑ Corps
2b. If yes, which mitigation option(s) will be used for this
project? * (check all that apply)
❑ Mitigation Bank
❑ In Lieu Fee Program
❑ Permittee Responsible Mitigation
3. Complete if using a Mitigation Bank (Must satisfy NC General Statute143-214.11 (d1).)
3a. Name of mitigation bank:
Click to enter.
3b. Credits purchased/requested:
Type: Choose one
Quantity Click to enter.
Type: Choose one
Quantity Click to enter.
Type: Choose one
Quantity Click to enter.
Attach receipt and/or approval letter.
3c. Comments:
Click to enter.
4. Complete if Using an In Lieu Fee Program
4a. Attach approval letter from in lieu fee program.
4b. Stream mitigation requested:
Click to enter. linear feet
4c. If using stream mitigation, what is the stream temperature:
Choose one
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington
District's RIBITS website: (Please use the filter and select Wilmington district)
https://ribits.usace.armv.mil/ribits apex/f?p=107:27:2734709611497::NO:RP:P27 BUTTON KEY:O
4d. Buffer mitigation requested (DWR only):
Click to enter. square feet
4e. Riparian wetland mitigation requested:
Click to enter. acres
4f. Non -riparian wetland mitigation requested:
Click to enter. acres
4g. Coastal (tidal) wetland mitigation requested:
Click to enter. acres
Page 13 of 21
PCN Form - Version 1.5, September 2020

4h. Comments:
Click to enter.
5. Complete if Providing a Permittee Responsible Mitigation Plan
5a. If proposing a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
including the amount of mitigation proposed.
Click to enter
5b. Attach mitigation plan/documentation.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — DWR requirement
6a. Will the project result in an impact within a protected riparian buffer
that requires buffer mitigation?
❑ Yes ❑x No
If yes, please complete this entire section — please contact DWR for more information.
6b. If yes, identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required in the table below.
Zone
6c.
Reason for impact
6d.
Total impact (square
feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Click to enter.
Click to enter.
:,hoose one
Click to enter.
Zone 2
;lick to enter.
Click fo enter
" hnnca nna
Click to enter.
6f. Total buffer mitigation required
Click to enter.
6g. If buffer mitigation is required, is payment to a mitigation bank or
NC Division of Mitigation Services proposed?
❑ Yes ❑ No
6h. If yes, attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
6i. Comments:
Buffer mitigation is not required or proposed.
Page 14 of 21 PCN Form - Version 1.5, September 2020

F. Stormwater Management and Diffuse Flow Plan (DWR requirement)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers
identified within one of the NC Riparian Buffer Protection Rules?
❑ Yes ❑x No
1 b.
All buffer impacts and high ground impacts require diffuse flow or other forms of stormwater treatment. If the
project is subject to a state implemented riparian buffer protection program, include a plan that fully documents
how diffuse flow will be maintained.
All Stormwater Control Measures (SCM) must be designed in accordance with the NC Stormwater Design
Manual (https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-
quidance/stormwater-bmp-manual).
Associated supplement forms and other documentation must be provided.
What Type of SCM are you
providing?
(Check all that apply)
❑ Level Spreader
El Vegetated Conveyance (lower seasonal high water table- SHVVT)
❑ Wetland Swale (higher SHWT)
❑ Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flow through the
buffer
For a list of options to meet the diffuse flow requirements, click here:
Attach diffuse flow documentation.
2.
Stormwater Management Plan
2a.
Is this an NCDOT project subject to compliance with NCDOT's
Individual NPDES permit NCS000250?
❑ Yes ❑x No
2b.
Does this project meet the requirements for low density projects as
defined in 15A NCAC 02H .1003(2)?
❑x Yes El No
To look up low density requirements, click here:
http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environmental%20quality/chapter%2002%20-
%20environmental%20management/subchapter%20h/15a%20ncac%2002h%20.1003.pdf
2c.
IS the project over an acre?
❑x Yes ❑ No
2d.
Does this project have a stormwater management plan (SMP)
reviewed and approved under a state stormwater program or state-
approved local government stormwater program?
❑ Yes ❑x No
Note: Projects that have vested rights, exemptions, or grandfathering from state or locally implemented
stormwater programs or projects that satisfy state or locally -implemented stormwater programs through use of
community in -lieu programs should answer "no" to this question.
2e.
Which of the following stormwater management program(s) apply?
(Check all that apply)
❑ Local Government
❑x State
If you have local government approval, please include the SMP on their overall impact map.
Page 15 of 21
PCN Form - Version 1.5, September 2020

Local Government Stormwater Programs
❑Phase II ❑ USMP
❑ NSW ❑ Water Supply
Please identify which local government stormwater program you are using.
GIicK to enter.
State Stormwater Programs
❑x Phase II El HOW or ORW
❑ Coastal Counties ❑ Other
Comments:
State SWMP review and approval is required prior to beginning any disturbance activities. The SWMP is being
submitted to the state for review.
Page 16 of 21 PCN Form - Version 1.5, September 2020

G. Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local)
funds or the use of public (federal/state) land? *
❑ Yes
❑x No
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 (North Carolina) Environmental
Policy Act (NEPA/SEPA)?
❑Yes
❑ No
lc.
If you answered "yes" to the above, has the document review been
finalized by the State Clearing House? (If so, attach a copy of the
NEPA or SEPA final approval letter.)
❑ Yes
❑ No
Comments:
A NEPA or SEPA is not required.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A
NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300),
DWR Surface Water or Wetland Standards or Riparian Buffer Rules
(15A NCAC 2B .0200)?
❑ Yes ❑x No
2b. If you answered "yes" to the above question, provide an explanation of the violation(s):
Click to enter.
3.
Cumulative Impacts (DWR 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 ❑x No
3b.
If you answered "no", provide a short narrative description:
Additional development as a result of the proposed development is not proposed.
3c.
If yes, attach a qualitative or quantitative cumulative impact analysis (.pdf) in accordance with the most recent
DWR policy.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?
Yes ❑ No ❑ N/A
4b. If yes, describe in detail the treatment methods and dispositions (non -discharge or discharge) of wastewater
generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity
available at that plant.
Sewer is being piped above the culvert in the road crossing location to tie into existing sewer lines. Additional impacts
associated with sewage disposal are not proposed.
Page 17 of 21
PCN Form - Version 1.5, September 2020

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? (IPAC weblink: https://www.fws.gov/ipac/ ffws.govl) *
►11 Yes ❑ No
5b.
Have you checked with the USFWS concerning Endangered Species
Act impacts?
❑ Yes ❑x No
5c.
If yes, indicate the USFWS Field Office you have contacted.
Choose one
5d.
Is another federal agency involved?
❑ Yes ❑x No ❑ Unknown
If yes, which federal agency?
Click to enter.
5e.
Is this a DOT project located within Divisions 1-8?
❑ Yes ❑x No
5f.
Will you cut any trees in order to conduct the work in waters of the
U.S.?
aYes El No
5g.
Does this project involve bridge maintenance or removal? *
❑ Yes ❑x No
Link to NLEB SLOPES document: http://saw-reg.usace.armv.mil/NLEB/1-30-17-signed NLEB-
SLOPES&apps.pdf
5h.
Does this project involve the construction/ installation of a wind
turbine(s)?
El Yes ❑x No
If yes, please show the location of the wind turbine(s) on the permit drawings/ project plans (attach .pdf)
5i.
Does this project involve blasting and /or other percussive activities
that will be conducted by machines, such as jackhammers,
mechanized pile drivers, etc.?
❑ Yes ❑x No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this
activity on the property (attach .pdf)
5j.
What data sources did you use to determine whether your site would impact Endangered Species or Designated
Critical Habitat?
US Department of the Interior— Fish and Wildlife Service Official Species List from IPaC
2 listed species are identified on the IPaC report. Suitable habitat for bog turtles or "similar in appearance"
species is not located on the site. Regarding the Northern long-eared bat, hibernacula was not observed on the
site. Wooded areas and mature trees that could afford suitable summer roosting habitat are present on the site.
Similar habitat was observed on adjoining and nearby properties. Based on a review of the
Jun_1_2016_NLEB_HUC12 NLEB shapefiles obtained from the Asheville Ecological Services Field Office
website, the 12 digit HUC with the nearest confirmed hibernation and/or maternity sites is located more than 90
miles from the site. Based on the distance to known hibernation and maternity sites and availability of similar
suitable habitat, we have made the determination that the proposed project is not likely to adversely affect this
species..
Attach consultation documentation.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as
an Essential Fish Habitat?
El Yes
❑x No
Page 18 of 21
PCN Form - Version 1.5, September 2020

Are there submerged aquatic vegetation (SAV) around
the project vicinity?
El Yes ❑x No El Unknown
Will this project affect submerged aquatic vegetation?
❑ Yes ❑x No ❑ Unknown
Explain::,lick to enter.
6b.
What data source(s) did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat Mapper— NOAA Fisheries
Page 19 of 21 PCN Form - Version 1.5, September 2020

7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data):
http://q is. n cd cr.g ov/h powe b/
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 ❑x No
7b.
What data source(s) did you use to determine whether your site would impact historic or archeological
resources?
NC Historic Preservation Offices HPOWEB 2.0. Historic properties were not identified on the site. One "survey only"
property is identified on adjacent property southeast of the site.
7c.
Attach historic or prehistoric documentation.
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
❑ Yes ❑x No
8b. If yes, explain how the project meets FEMA requirements.
Click to enter.
8c. What source(s) did you use to make the floodplain determination?
National Flood Hazard Layer froom FEMA Web Map Service — FEMA Panel 3710589700J
Page 20 of 21 PCN Form - Version 1.5, September 2020

H. Miscellaneous
Comments:
(`lint fn a -
Attach pertinent documentation or attachments not previously requested
I. Signature*
❑x By checking the box and signing below, I, as the project proponent, certify to the following:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete, to
the best of my knowledge and belief;
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time;
• The project proponent hereby agrees that submission of this PCN form is a "transaction" subject to Chapter
66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• The project proponent hereby agrees to conduct this transaction by electronic means pursuant to Chapter 66,
Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• The project proponent hereby understands that an electronic signature has the same legal effect and can be
enforced in the same way as a written signature; AND
• As the project proponent, I intend to electronically sign and submit the PCN/online form.
Full Name: Michael T. Brame
:'sally zigz by Midiatl ,7me
N: rn=MiM1ael Brame, o=Pilot
Signature: Michael Brame Eovimomental, loc.,oµ
mail-mbram10173906 ¢mm, c=US
Date: mz1os� o � za9oe-0aoo
5/10/2021
Page 21 of 21 PCN Form - Version 1.5, September 2020

Proposal for Environmental Services
Pilot Proposal 6633
February 25, 2021
AGENT AUTHORIZATION
This form authorizes Pilot to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Resources field verification and
permitting.
Property Address:
Applicant Information:
Name:
Address:
Telephone Number:
Fax Number:
E-mail Address:
2370 Colerain Creek Drive
Thyme Properties, LLC
2255-C Lewisville-Clemmons Rd., Clemmons, NC 27012
336-287-4224
336-354-4010
[e-mail]
5te7/.2- Pid+e-
Signature: Date: 2/25/21
6

MONARCH WY
589715232�17.000
2-0192.000
D21.000
809.000
-0783.000
300
D
51-2635:000
5897-505883T000
5897; 62-1396.000
•
iP 5897-621223.000
5897-51-5657.G00
5897450-4599.OJO
51-2359:00C
-3076.000
-6038.000
5897-50=8869.0.00
-0942.000
-61-2005.000
5897.0tilZXKI
-62-4376.000
2-0338.000
5897-61-9768.000
-6394.000

2/24/2021
Building Summary
Misc Improvements Summary
Card Unit
# Quantity
No Data
Measure Type
Base
Price
Total Misc Improvements Value Assessed:
Print Property Info
Eff Phys Depr (% Econ Depr (% Funct Depr (%
Year Bad) Bad) Bad)
Common Interest (%
Good)
Value
Land Summary
Land Class: 91.00-Vacant SF Res Deeded Acres: 19.54 Calculated Acres: 19.54
Zoning Soil Class Description Size Rate Land Adjustment Land Value
RS9 RES-ACREAGE 19.54 BY THE ACRE PRICE $23,000 SHAPE-90.00 $364,000
TOPOGRAPHY-90.00
Total Land Value Assessed: $364,000
Ownership History
Owner Name Deed Type % Ownership Stamps Sale Price Book Page Deed Date
Current THYME PROPERTIES LLC DEED 100 0 003503 00460 1/15/2020
1 Back CORVUS LLC WARRANTY -DEED 100 0 003351 03482 6/9/2017
Notes Summary
Building Card
No Data
Date
Line Notes
tellus.co.forsyth.nc.us/Ircpwa/PrintPRC.aspx?PARCELPK=173912 1/1

-52-87 6.000
-52-9640.000
-52-8498.000
897-52-775.000`
7-52-72057000
\-5.897-52=91
78:0.00
-51-7876.000
-51-7811
-62-2695.000
5897-62-2540.000
-62-1396.000
-62-1223.000
-61-0942.000
-62-4376.000
-61-6961
c1 •
-61-6394.000
-9768.000
-72-1597
.0005897
-72-5534.000
-3622.000

2/24/2021
Print Property Info
Property Summary
Tax Year: 2021
REID 5897616961000 PIN
Location
Address
2370 Colerain Creek
DR
Administrative Data
Plat Book & Page
Old Map #
Market Area
Township
Planning
Jurisdiction
City
Fire District
Spec District
Land Class
History REID 1
History REID 2
Acreage
Permit Date
Permit #
594870
130003
VIENNA
COUNTY WIDE
Property
Description
VIENNA
COUNTYWIDE
FIRE
1.01-SFD Dwelling
5.74
Building Summary
Card 1 2370 Colerain Creek DR
Building Details
Bldg Type
Units 0
Living Area (SQFT)
Number of Stories
Style
Foundation
Frame FRAME
Exterior
Const Type
Heating
Air Cond NONE
Baths (Full) 2
Baths (Half) 0
Extra Fixtures 0
RESIDENTIAL
2096
1.00
RANCH
MASONRY
WOOD, VERT
Forced Warm Air
5897-61-6961
L0002
BL4634F
Transfer Information
Deed Date
Deed Book
Deed Page
Revenue Stamps
Package Sale Date
Package Sale Price
Land Sale Date
Land Sale Price
Improvement Summary
Total Buildings
Total Units
Total Living Area
Total Gross Leasable Area
Building Description
Property Owner
Owner's Mailing
Add ress
5/29/2020
003527
03937
$256
5/29/2020
$128,000
Year Built 1956 Effective Year
Additions 5 Remodeled
Interior Adj
Other Features
1
0
2,096
0
ADD FIREPLACE
AVERAGE (2.00)
FIREPLACE
AVERAGE (2.00)
THYME PROPERTIES LLC
2255 LEWISVILLE CLEMMONS RD
STE C
CLEMMONS NC 27012
Property Value
Total Appraised Land Value $80,300
Total Appraised Building Value $134,000
Total Appraised Misc
Improvements Value
Total Cost Value $214,300
Total Appraised Value -Valued $214,300
By Cost
Other Exemptions
Exemption Desc
Use Value Deferred
Historic Value Deferred
Total Deferred Value
Total Taxable Value
$214,300
Building Total & Improvement Details
1989 Grade C-5 95%
0 Percent Complete 100
Total Adjusted Replacement $223,407
Cost New
Physical Depreciation (%
Bad)
AVER
40%
Depreciated Value $134,044
Economic Depreciation (% 0
Bad)
Functional Depreciation (% 0
Bad)
Total Depreciated Value $134,044
1
$134,000
Market Area Factor
Building Value
Misc Improvements Value
Total Improvement Value $134,000
tellus.co.forsyth.nc.us/Ircpwa/PrintPRC.aspx?PARCELPK=94306 1/3

2/24/2021 Print Property Info
Total Plumbing
Fixtures
6
Assessed Land Value
Bedrooms
Floor
Roof Cover
Roof Type
Main Body (SQFT)
3
CARPET -
HARDWOOD
Asphalt Shingle
GABLE
2096
Addition Summary
Story
1.00
1.00
1.00
1.00
1.00
Building Sketch
Assessed Total Value
Type Code Area
OPEN FRAME PORCH OPEN 294
OPEN FRAME PORCH OPEN 352
PATIO LC
PATI 732
STOOP
STOO 16
BASEMENT-UNFIN-CF
BASE
2096
44'
OFP
352 sf
26'
14'
13'
32'
STP
16 sf
4
POP
732 sf
20'
6'
2
OFP
294 sf
21'
BAS
2,5,93 sf
63'
24'
39'
17'
12'
Misc Improvements Summary
Photograph
4634F002'01 02/12/2007
Card Unit Base Eff Phys Depr (% Econ Depr (% Funct Depr (% Common Interest (%
# Quantity Measure Type Value
Price Year Bad) Bad) Bad) Good)
No Data
Total Misc Improvements Value Assessed:
Land Summary
Land Class: 1.01-SFD Dwelling
Deeded Acres: 5.74 Calculated Acres: 5.67
Zoning Soil Class
RS9
RS9
Description
RES-HOMESITE
UTILITY
Size
1.00 BY THE ACRE PRICE
1.00 BY THE UNIT PRICE
Rate
$30,000
$11,000
Land Adjustment
ACCESS-70.00
ACCESS-70.00
Land Value
$21,000
$7,700
Total Land Value Assessed: $80,300
tellus.co.forsyth.nc.us/Ircpwa/PrintPRC.aspx?PARCELPK=94306 2/3

2/24/2021 Print Property Info
Zoning Soil Class Description Size Rate Land Adjustment Land Value
RS9 RES-ACREAGE 4.74 BY THE ACRE PRICE $20,000 TOPOGRAPHY-75.00 $51,600
SHAPE-80.00
ACCESS-70.00
Total Land Value Assessed: $80,300
Ownership History
Owner Name Deed Type % Ownership Stamps Sale Price Book Page Deed Date
Current THYME PROPERTIES LLC DEED 100 256 $128,000 003527 03937 5/29/2020
1 Back DOUTHIT, GERALD EDWARD ALLEN ESTATE 100 0 10/22/2008
2 Back Pratt, John A DEED 100 0 001686 00349 2/9/1990
Notes Summary
Building Card
No Data
Date
Line Notes
tellus.co.forsyth.nc.us/Ircpwa/PrintPRC.aspx?PARCELPK=94306 3/3

DocuSign Envelope ID: 3B775903-FC51-4174-8BBF-B51 CCB3C93E7
ZONING
Existing Zoning: RS-9
Proposed Zoning: RS-9 PRD
Type of Review Requested: Planning Board Review
Jurisdiction: Forsyth County
SITE SIZE AND COVERAGES
Total Acreage: 20.422±
Site Coverages:
Building to Land:
Pavement to Land:
Open Space:
(Total = 100%)
Acres.
3.47 Ac or 17.0 %
1.43 Ac or 7.0 %
15.52 Ac or 76.0 %
Building Sq. Footage (Max.): 2,775 Sq. Ft.
Building Height: 2
Water:
Sewer:
Streets:
Stories
INFRASTRUCTURE
x Public
x Public
x Public
Private
Private
Private
OFF-STREET PARKING
Proposed Uses: Single Family Residential; PRD
Parking Calc.: 2
Required Parking:
Spaces/ Home Site
2 Spaces.
Parking Provided: 2 Spaces.
-STREET LOADING (if applic
Req'd Load/Unloa
Load/Unload Sp
Size:
es:
rovided:
BUFFERYARDS (if applicable)
Adjoining Zoning: RS9
Type Required: Minimum 30' TYPE III
Width Provided: Min. 30'
Fence Option: Yes
X No
DENSITY CALCULATIONS (if applicable)
Number of Units or Lots: 49 Units/Lots
Density: 2.4 Units/Acre or Lots/Acre
( 0.42 Acres/Unit or Acres/Lot)
TYPICAL LOT LAYOUT - RS9
65' Minimum Frontage @ Building Line
18' Driveway
10' Public Utility Easement
20' Front S/B from R/W
10' Side S/B
Proposed
Bldg.
Envelope
2775 SF
10' Side S/B
Proposed BUA
Home: 2,275 SF
Drives, SW & Patio: 800 SF
TOTAL: 3,075 SF
(PIN)5897-51-2359.00
Block 4634J, Lot 011
/ISENHOUR HOMES LLC
Deed Bk 003485, Pg 0972
t
(PI N)5897-51-3076.00
Block 4635C, Lot 014
Moneymaker, Edward Carver
Moneymaker, Ashlee Christine'
Deed Bk 003288, Pg 03662
CONNECTIVITY INDEX
Number of Segments:
Number of Nodes:
Segments/Nodes:
4
5
4/5 = 0.80
Connectivity Index is less than 1.2 due to difficult
topo and stream impacts connecting to Grey Fox
Lane to the south.
Proposed Streets:
Monarch Way (extension) - 1070 LF
Skipper Lane - 670 LF
/ \ \
\ \\
\ \ \\\
\ \ \ )c
1 \ \
II Block 4634J, Lot 0090 I
\ ISENHOUR HOMES LLC
I / \ Deed Bk 003514,IPg 0021 I
/ / / I
/
/
J(PIN)589 513446.00
Block 4634J, Lot 010
ISENHOUR HOMES LLC
------
Deed Bk 003485, Pg 0972
Buffer
RIW
31 OP(
5' Min
UTILITY
ESMT.
0'
TREE
SETBACK
CABLE TV
TYPICAL SECTION
LOCAL STREETS & CUL-DE-SACS
PREFERRED STANDARD
MINIMUM PAVE DESIGN
1 SF 9.5A
2" S 9.5B
7" ABC
1/2"/FT
PHONE
ELEC
SANITARY —
SEWER
114"IFT
OPEN SPACE CALCULATIONS
WATER
ASPHALT
1/4"/FT
Required Open Space: 20.42 Ac x 15% = 3.06 Ac
Required Active Space: 3.06 Ac x 15% = 0.46 Ac
Provided Open Space: 7.14 Ac
Provided Active Space: 0.52 Ac
(PIN)5897-51-5657.00
Block 4634J, Lot 007
ISENHOUR HOMES LLC
Deed Bk 003501, Pg 01977
(PIN)5897-51-4599.00
Block 4634J, Lot 008
\ISENHOUR HOMES LLC
Deed Bk 003485, Pg 0972
(PIN)5897-51-7811.00
Block 4634J, Lot 005
ISENHOUR HOMES LLC
Deed Bk 003499, Pg 01560 /
STREET TREES
ONE TREE/LOT
(TYPICAL)
SIDEWALK
(ONE SIDE)
114"IFT
STORM
SEWER
GAS
3 5' Min
UTILITY
ESMT.
10
TREE
SETBACK
-ELEC.
PHONE
PROPOSED STREAM CROSSING
AND CONNECTION TO "SAGE
CREEK" SUBDIVISION /
(PIN)5897-51- 98 25.00
Block 4634J, Lot 003
JENNIFER & ROBERT NEIL LINNELL
Deed Bk 003493, Pg 03576
(PIN)5897-51-7876.00 \ \ L
Block 4634J, Lot 004
CYNTHIA W & WILLIAM R ANDERSON
Deed Bk 003504, Pg 01815
(PIN)5897-51-6745.00
Block 4634J, Lot 006
ISENHOUR HOMES LLC
Deed Bk 003501, Pg 01977
Remainder of PIN 5897-61-0942.00 \
Block 4634, Lot 0380
THYME PROPERTIES LLC
/ /Deed Bk 003503, Pg 0460
210.09' JN87°58'27"W
(PIN)5897-51-6038.00 \ \
Block 4635C, Lot 016
Hemric, Judy C
/\
THROUGH STREET CONNECTION
NOT MADE DUE TO ANGLE OF
R/W TO STREAM CHANNEL
80.35'
N30°04'18"E
(PI N)5897-50-8916.00
Block 4635C, Lot 019
Caldwell, Jimmy E
Caldwell, Sheila
\ l
IMPORTANT NOTES:
1. NOT A BOUNDARY SURVEY. Boundary shown is from a survey by Beeson & Carter,
PA for PIN 5897-61-0942 and Plat book 49, Page 151 for PIN 5897-61-6961.
2. This map is a compilation of information from field survey, deeds, county tax information,
structures and wide area topographic information furnished by the Forsyth County GIS.
3. This site is located in Muddy Creek watershed.
4. Site has NO FEMA designated flood area.
/ • \
t ( \ \
(PIN)5897-52-9119.00
Block 4634J, Lot 001
BENJAMIN ANDREW &
CHRISTINA TARREE COMBS
Deed k 003490, Pg 04366
(PIN)5897-52-8089.00
Block 4634J, Lot 002
ADRIANA AGUIRRE &
ALEXI FLETE
Deed Bk 003488, Pg 01377
/
7661 ±SQ FT
—0.176 ±ACRES
8832 ±SQ FT
/0.203 ±ACRES
19371 ±SQ FT
0.215 ±ACRES
10' Private Force Sewer Easement
MIN 11111n1
39
14074 ±SQ FT
0.323 ±ACRES
PASSIVE OPEN SPACE")
63077 ±SQ FT
1.448 ±ACRES
N88°00'24"W
\ (PIN)5897-61-2005.00
IBlock 4635C, Lot 026
Burrell, Carmelita C
Burrell, Warren M
IDeed Bk 002706, Pg 01390
6602 ±SQ FT
0.152 ±ACRES
asement — WS,p # 11� ss»
, VC Sewer peY CO
E'ewer
asemen—
O /
/ 7357 ±SQ FT
0.169 ±ACRES
8708 ±SQ FT
— 0.200 ±ACRES
OPEN
22766
0.5
FT
±ACRES
Park
Benches
8406 ±SQ FT
0.193 ±ACRES
149',
_T
0' Utility Easement
I
I
I
6806 ±SQ FT
.156 ±ACRES
RC
ublic R
35\
.I I
6923 ±SQ FT
0.159 ±ACRES
1
30' Bufferyard
5 large variety deciduous and 5 large evergreen per 100'
%
/ Yd/
s77 N) 85 27 62-4 73 6.00
/ / /:Ireed
ck 4634H, Lot OOA
Crow Hill Homeowners
�/ Bk 002928,Pg 0370soc—
\ //////
/
N87'°11'r
i
��
/�
Stream Buffer (30 from Top
of Bank Either Sides Stream)
CE
SKIPP R LA
5i' Publi
10192 ±SQ FT
0.234 ±ACRES
/
27
9504 ±SQ FT
0.218 ±ACRE'
7 004 ±SQ FT
0.161 ±ACRE
(PIN)5897-61-0062.00
Block 4635C, Lot 025
STEVEN L TILLMAN LIVING TRUST
ERVIN, BRENDA T
Deed Bk 02016E, Pg 01095
7870 ±SQ FT
0.181 ±ACRES
GRADED TO APPROXIMATELY
// THE BACK OF THE LOT AREAS/ //
• //
PASSIVE OPEN SPACE
247845 ±SQ FT
I I I 5.610 ±ACRES
\ 1
18 _
11343 ±SQ FT
0.260 ±ACRES
I I /
I I
14024 ±SQ FT
0.322 ±ACRES
116.12'�
(PIN)5897-61-3041.00
Block 4635C, Lot 027
sines, Traci L
Deed Bk 001904, Pg 00707 \
7445 ±SQ FT
0.171 ±ACRES
11552 ±SQ F
- 0.265 ±ACRE
PROPOSED TREE LINE
11303 ±SQ FT
0.259 ±ACRE
/
11 �
867 ±SQ FT/
181 ±ACRES
10978 ±SQ FT
0.252 ±ACRES
LOCATION MAP (NOT TO SCALE)
patty
Bridal
Ln. Ridge
Dr.
Dartmoor S
Mercia Ct
Wessex Rd.
SITE
\\\
7. (PIN)5897-61-9768.00
Block 4634, Lot 024A
-SUSAN MARIE & JAMES NORWOOD PRATT
Deed Bk 3273, Pg 3930
STUB STREET - FOR FUTURE
THROUGH CONNECTION
15660 ±SQ FT
0.359 ±ACRES
X \
\ �V 4
\' 4
�250
EXISTING DOUGHIT HOME / i
1 ' m TO BE REMOVED; ACCESS I
\ EASEMENT TO SPICEWOOD / /
DRIVE TO BE RETAINED.
(PI N)5897-61-6961.00
Block 4634F,Lot 002
Gerald Edward Allen Douthit
Deed Book 1686, Page 351
30' Bufferyard
/ 5 large variety deciduous and 5 large evergreen per 100'
308.87'
(PIN)5897-61-6394.00
Block 4634F, Lot 001
Tibbits Joan C
Deed Bk 002633, Pg 00116
/ / / /
I ((//
ACCESS EASEMENT \ \
2808 ±SQ FT \
4 (
111 i0.064±ACRES
e 14. ( \\\crl,
�i1 \ \
m I
' \ 1 \
s 1J\ \ \ \
\tP \ \ \ \
o
\ ��N \ \ \
` ow \ I
\ N� \ I
3�
(PIN)d897-61-5022.00
Block 4634A, Lot007
SAPP, ANNE E
Deed Bk 003308, Pg 01892
BEESOA & CARTER, PA.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
❑ Preliminary - Do Not Use for Construction
❑ Final Drawing - For Review Purposes Only
X Final Drawing
PROJECT:
CLIENT / PREPARED FOR:
THYME PROPERTIES, LLC
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
NC Grid - NAD83 (2011)
DATE: 01.21.2021
DRAWN BY: TBC / ATC / GEW
JOB NO.: 20-201
REVISIONS:
SCALE: 1 " = 60'
SHEET TITLE:
PROPOSED SITE PLAN
© Beeson & Carter, P.A.
SHEET NO:

DocuSign Envelope ID: D8A20B6E-0201-4FAA-A44B-C39CC459E1B3
HORIZ. SCALE: 1" = 40'
IMPORTANT NOTES:
BEESOR & CARTER, PA.
.0
560
ss.\\
sst
l(PI N)5897-51-8925.00
Block 4634J, Lot 003
JENNIFER & ROBERT NEIL
LINNELL
Deed Bk 003493, Pg 03576
(PIN)5897-51-7876.00
Block 4634J, Lot 004
CYNTHIA W & WILLIAM R
ANDERSON
Deed Bk 003504, Pg 01815
\ �/ /
/ \ /
/ J/ \ r
-1
66LF Culvert By
Pomona/Contech; See
Details Sheet Right and C-5.1
BUr
/e80.35'
�3074'18"E
r
(PIN)5897-52-8089.00
Block 4634J, Lot 002
ADRIANA AGUIRRE &
ALEXI FLETE
Deed Bk 003488, Pg 01377
a ier
277.56'
L000/
/4z'
BP: 0e
mom/
\
20 0 10 20 40
80
/•-"- \ miner
30 ' from Top !
��60' Stream Buffer
of BankEither f Stream)
_
ACTIVE OPEN SPACE
22766 ±SQ FT
0.523 ±ACRES
Park
Benches -
820
/
�G
PVI
PVI
STA: 0+93.60
ELEV:
802.57
K: 20.00
BVCS:-0+08.40
BVCE: 806.14
LVC: 204.00
I
EVCS: 1+95.60 y
EVCE: 809.40,
PT. STA:
1
0+61.60-
CB 2;
Type E Grate
-LOW
LOW
PT ELEV:
804.92
STA: 0+
-1
L
-
TOC
CL INV: 800.00.48'-
CL
@ BOC: 804.92'
810
INLET:804.33'
G,
CB 1;
STA: 0+61.60,
Type E Grate
12.25'
R
`cf
-3,50
TOC
CL INV: 801.12'-
@ BOC: 804.92'
CB 3; Type
STA: 0+72.73,
F Grate
-12.25'
L
°
INLET: 804.33'
-CL INV: 800.35
TOC @ BOC:
804.95'
/
INLET: 804.36'
V
FG
\
3.0' Min.
\
_Ew8ter��
Min.
��
G
/2
6 of 8" uC @
Field locate
existing plug;
i
--
-115.8
' 8"
DI @ 0.80%
Connect
new 6"
DIP
•
of
MJ Union.
INV: 800.50
800
water
with
1.0' Min.
-11.1'of18"
RCP
@1.00%
0_
EG
muiy « L UVt I
33.49,-20.78L
IM EL: 806.45
L INV: 801.43
MH 2; Type I Ring & Co)
STA: 1+94.01, -22.3
RIM EL: 809.
CL INV: 802.
77.3
LF of 8"
VC @1.00%
PL
EX SMH 2; Type II Ring & Cover
STA: 0+20.94,-17.64L
RIM EL: 805.70
J
CL INV: 796.30
Outside Drop; Inv: 796.50'
790
_ VJ
0)
1
9'-2" Span x 3'-3'
Rise Aluminum
CD
2
Box Culvert by Pomona
Supply/Contech or Equal
VERTICAL SCALE: 1" = 4'
4 8
2 09-NA
`�
780
-0+75 -0+50 -0425
_ 0+25 0+50
0+75
_ 1+25 1+50 1+75
_ 2+I25
N
eo
0
co
FG: 808.47
C/F: 0.35
EG: 807.04
FG: 807.60
C/F: 0.56
EG: 805.96
FG: 806.72
C/F: 0.76
EG: 804.88
FG: 805.86
C/F: 0.98
EG: 801.61
FG: 805.25
C/F: 3.64
EG: 799.72
FG: 804.95
C/F: 5.22
EG: 800.82
FG: 804.96
C/F: 4.14
EG: 801.84
FG: 805.28
C/F: 3.45
EG: 803.33
FG: 805.92
C/F: 2.59
EG: 806.19
FG: 806.87
C/F: 0.68
EG: 810.73
FG: 808.13
C/F: -2.60
EG: 814.22
FG: 809.70
C/F:-4.52
EG: 817.53
I FG: 811.37 I
C/F: -6.16
6
w
0+00
1+00
2+00
/(
a
7
z
Fxs„
SoWo 0/A
l'Oer or
co
P1/sAlaB„
c
/
7
69LF and 435.3 SF (0.01 Ac) 3 a.
of Permanent Stream Impacts
shown in red shaded area
66LF of 9'-2" Span x 3'-3" Rise Aluminum Culvert
by Pomoma/Contech embedded a minimum of
0.33' in stream bed. This section of stream bed
has bedrock crowning in the stream bed.
Culvert Wing Walls
to Top of Bank
Bye
Ordinary High Water Mark
Top of Bank
25 LF and 148 SF of Temporary
impacts for Pump around; Extent
of impact area is shaded
See Details on C-5.1 for temporary impervious dike
and pump around operations. At completion of
pumping operations stream bed shall be restored to
natural conditions. No stone or construction
materials shall be left in stream channel.
\ , 277.56'
/ N37°45'21"E
Culvert shall be embedded a minimum
of 0.33' in stream bed. Embedment
may limited due to some crowning bed
rock in the stream bed at pipe exit.
830
820
810
o 0 0
780
770
BP: 0+00.00
1. Pipe shall be by Pomona Supply/Contech or equal. HS-20 Aluminum Culvert with
9'-2" Span x 3'-3" Rise.
2. Install per manufactures specifications. Pipe shall be bedded per manufacturer
specifications. Notify Engineer to address unsuitable soils or rock below pipe area.
3. Soils around pipe shall be hand compacted in 6" lifts until filled to top of pipe. Lifts
shall be no more than 1' and well compacted above pipe. See cover sheet for
details on soil compaction standards.
4. Use impervious weir and pump around per details below during pipe installation.
5. A 2" semi trash pump rated at 8000 GPH or higher shall be the minimum used for
pump around operations.
6. All temporary impact areas shall be restored to natural conditions by contractor prior
to de -mobilizing from site.
//
e
coo
SECTION 1-1
1 1
/
/
30 LF and 125 SF of Temporary
impacts for pump around and channel
lining; Extent of impact area is shaded.
O \
6273 ±SQ FT
0.144 ±ACRES
/ / \
Class 1 and B Riprap channel lining and energy dissipater.
Key stone into stream bed and banks to match natural
channel profile. This section of stream bed has some
bedrock showing in bed area. Riprap should not be placed
in those areas, if present. Riprap length 20' L x top of bank
to top of bank x 2.0' D. See Sheet C-5.1 for details.
8" DI Sewer
6" DIP Water
FG
•`
Inv:
794.70'
EC
EG
i
EG
Inv: 796.40'
EG
66 LF of ALUMINUM CULVERT @ 2.57%
-30
-20
-10
0
10
20
30
0
7357 ±SQ FT
0.169 ±ACRES
830
820
810
Culvert shall be embedded a minimum of
0.33' in stream bed. Embedment is limited
due to crowning bed rock in the stream bed.
800
790
780
770
li CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
%aawunnun,,,
`N C A• R o%,,,�,,,,
,•moo • s s i ••'.
038574
'%'''''''-unn n o%%``�•
5/2/2021
❑ Preliminary - Do Not Use for Construction
❑ Final Drawing - For Review Purposes Only
X Final Drawing
PROJECT:
J
J
z
w
U/\
w
U
Planned Residential Subdivision (PRD)
Winston Salem, NC
PIN#: 5897-61-0942.00 and 5897-61-6961.00
CLIENT / PREPARED FOR:
THYME PROPERTIES, LLC
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
NC Grid - NAD83 (2011)
DATE: 01.21.2021
DRAWN BY: TBC / ATC
JOB NO.: 20-201
REVISIONS:
04.28.2021 Revised culvert and impacts
05.02.2021 Added impact notes
SCALE: 1 " = 40'
20 0 10 20 40
80
SHEET TITLE:
STREAM CROSSING PERMIT PLAN
© Beeson & Carter, P.A.
SHEET NO:
0-5.0

DocuSign Envelope ID: D8A20B6E-0201-4FAA-A44B-C39CC459E1B3
BEESOR & CARTER, PA.
STREAM CHANNEL RESTORATION DETAILS
N.T.S.
Seed slopes and approaches with native grass mixture
2 rows of Live Cuttings spaced 2.0' O.0 in all directions
North American Green
Channel Liner; SC150BN
or equal
Restore stream bed and channel slopes back to
natural grades. Use stream bed gravels and
materials excavated from stream bed for final 1.0' lift.
LIVE STAKE SPECIES SUITABLE FOR RIPARIAN REFORESTATION
SILKY DOGWOOD, BLACK WILLOW (MAXIMUM 20%), SILKY WILLOW, ELDERBERRY, BUTTONBUSH,
NINEBARK
Notes:
1. Stockpiled topsoil shall be used to cover disturbed bank stabilization areas prior to seeding and matting/mulching
to facilitate vegetative growth.
2. After bringing the surface to final grade, clear surface of trash, woody debris, stones and clods larger than 1". Fill
or level low spots in order to avoid standing water. Mix fertilizer and/or lime into the soil surface where necessary.
3. Disturbed areas inside the riparian buffer restoration zone shall be seeded as established in the adjacent ground
cover and seed mixes schedule, using an application rate of 20 lbs. per acre along with a cover crop of rye grain
or winter wheat applied at a rate of 30 lbs. per acre.
4. Native trees and shrubs will be planted along the stream bank as indicated in the plans.
5. Trees and shrubs may be clustered to provide a natural appearance.
6. All plant materials shall be nursery grown stock using regional ecotype seed or starts. Planting stock may include
containerized, bare root or balled and burlaped (B&B) trees and shrubs, but no more than 25 percent of the
introduced plants should be bare root stock. Plants grown in tubelings or tree bands are recommended.
7. A minimum of 4 live cutting species should be selected to enhance the species diversity at the site. The density,
effectiveness and ecological function of the forested buffer will be enhanced by combining canopy trees,
understory trees and shrubs in a mix that approximates a natural riparian forest at an old -growth site.
8. All planting stock shall be handled in such a manner as to promote the health and vigor of the plant material and
reduce the stress of transplanting and reestablishment.
9. Plant materials shall be delivered to the project site directly from the nursery in a covered vehicle to prevent wind
burn and excessive drying.
10. Plants shall be protected from drying and overheating by storing in full shade out of the wind or in a cool interior
space, and shall be kept moist by watering, spraying and/or misting at least daily.
11. All plants shall be watered with 3-4 gallons of fresh water at time of planting.
12. Live stakes shall be 1/2-2" (12-50 mm) in diameter. Stakes shall also be 2 - 4 feet (.6 - 1 meter) in length. Stakes
shall be spaced approximately 3 Feet (0.91 meters) on center. Live stakes should be installed according to the
configuration presented in the details of the plan sheets.
13. All plant material shall be harvested locally (within the same physiographic ecoregion and plant hardiness zone)
or purchased from a local nursery. All live stakes shall be dormant at time of acquisition and planting. Live stakes
can be installed between November 15 and March 15.
14. Cuttings for live stakes shall be harvested in manner such that they are cut, immediately put into water to be
soaked for ten days, and Then planted immediately after the ten days are completed.
15. Cuttings shall remain wet until they are planted. Outside storage locations should be continually shaded and
protected from wind and direct sunlight.
16. During preparation, the basal ends of the live stakes shall be cleanly cut at an angle to facilitate easy insertion
into the soil, while the tops shall be cut square or blunt for tamping.
17. All limbs shall be removed from the sides of the live cutting prior to installation.
18. Live stakes shall be tamped perpendicularly into the finished bank slope with a dead blow hammer, with buds
oriented in an upward direction. Stakes should be tamped until approximately 3/4 of the stake length is within the
ground.
19. If less than 12 inches of penetration is achieved, the stake should be removed, discarded if damaged, and a
replacement stake should be driven nearby.
20. One to two inches shall be cut cleanly off of the top of each live stake (with toppers) at an angle of approximately
15 degrees Following installation.
21. Any stakes that are split or damaged during installation shall be removed and replaced. The area around each
live stake shall be compacted by foot after the live stake has been installed.
22. Once areas will no longer be disturbed within the work area, seed and stabilize remaining disturbed areas
immediately upon completion of grading following the most recent edition of NCDEQ Erosion and
23. Sediment control planning and design for specifications regarding permanent seeding.
24. Prepare areas to receive seeding by loosening the soil by raking, disking, harrowing, or other suitable methods
prior to placing seed.
25. Water seeded areas as needed to maintain growth but not to the extent to cause erosion.
GROUND COVER AND SEED MIXES SCHEDULE
NATIVE GRASS AND HERB MIXES SIMILAR TO THE FOLLOWING CAN BE MADE FROM
COMMERCIALLY AVAILABLE SOURCES. THE RECOMMENDED SEED MIXTURE FOR THE
STREAM BANKS AND RIPARIAN CORRIDOR SHALL BE APPROXIMATELY AS FOLLOWS:
OAT GRAIN, Avena sativa
DEER TONGUE GRASS, Panicum clandestinum
VIRGINIA WILD RYEGRASS, Elymus virginicus
SWITCHGRASS, Panicum virgatum var. carthage
NATIVE WILDFLOWER MIX
20%
20%
20%
20%
20%
ALTERNATIVELY, A COMMERCIALLY AVAILABLE MIX IS AVAILABLE FROM ERNST
CONSERVATION SEEDS (NC PIEDMONT RIPARIAN MIX, ERNMX #307).
A SUITABLE WILDFLOWER MIX IS AVAILABLE FROM ERNST CONSERVATION SEEDS
(SOUTHEAST WILDFLOWER MIX, ERNMX #169).
PUMP -AROUND AND TEMPORARY IN -STREAM CONSTRUCTION MEASURES DETAILS
DESCRIPTION N.T.S.
The work should consist of installing a temporary pump around and supporting measures to divert flow around in -stream
construction sites.
CONSTRUCTION SEQUENCE
1. Construction activities including the installation of erosion and sediment control measures should not begin until a
pre -construction meeting is held with the erosion inspector. All existing utilities shall be marked in the field prior to
construction. The contractor is responsible for any damage to existing utilities that may result from construction and should
repair the damage at his/her own expense.
2. The contractor should notify the Division of Water Resources at least 5 days before beginning construction.
3. The contractor should conduct a pre -construction meeting on site with the erosion control inspector, the project manager,
and the engineer to review limits of disturbance, erosion and sediment control requirements, and the sequence of
construction. The contractor shall stake out all limits of disturbance prior to the pre -construction meeting so they may be
reviewed. The participants will also designate the contractor's staging areas and flag all trees within the limit of disturbance
which will be removed for construction access.
4. Construction shall not begin until all sediment and erosion control measures have been installed and approved by the
erosion control inspector. The contractor shall stay within the limits of the disturbance as shown on the plans and minimize
disturbance within the work area whenever possible.
5. Upon installation of all sediment control measures and approval by the erosion control inspector, the contractor should
begin work at the upstream section and proceed downstream. The sequence of construction must be followed unless the
contractor gets written approval for deviations from the Engineer or DENR-DWR. The contractor shall only begin work in an
area which can be completed by the end of the day including grading adjacent to the channel. At the end of each work day,
the work area must be stabilized and the pump around removed from the channel. Work shall not be conducted in the
channel during rain events.
6. Sandbag dikes should be situated at the upstream and downstream ends of the work area as shown on the plans, and
stream flow should be pumped around the work area. The pump should discharge onto a stable velocity dissipater made of
riprap or sandbags.
7. Water from the work area should be pumped to a sediment filtering measure such as a dewatering basin, sediment bag, or
other approved source. The measure should be located such that the water drains back into the channel below the
downstream sandbag dike.
8. Traversing a channel reach with equipment within the work area where no work is proposed shall be avoided. If equipment
has to traverse such a reach for access to another area, then timber mats or similar measures shall be used to minimize
disturbance to the channel. Temporary stream crossings shall not be be used without prior approval of the Engineer or
DWR.
9. The contractor is responsible for providing access to and maintaining all erosion and sediment control devices until the
sediment control inspector approves their removal.
10. After construction, all disturbed areas shall be regraded and revegetated as per the erosion control plan details.
11. Temporary impacts to the stream channel shall be repaired and restored per the details on this sheet.
approved
dewatering device
flow
sediment dike
pumps should discharge
onto a stable velocity
dissipator made of rip rap
or sandbags
PLAN VIEW
discharge hoses
*t,
dewatering pump
intake hose
clean water dike
O
work area
length not to exceed
that which can be
completed in one day
SECTION A -A
impervious sheeting
work area
Avg/A
A AV
!AAil/
cross section of sandbag dike
stream
diversion pumps
intake
hose
flow
sump -hole
Dr pool
(12" to 18" deep
2' dia.)
base flow + 1 foot
(2 foot minimum)
STREAM CHANNEL RIPRAP KEY DETAILS
N.T.S.
Piped Stream Outlet (Wing Wall)
Natural Stream Bed
2.0' Riprap Lining Depth
PLAN VIEW
Existing Stream Bed
Key Depth = 2.0'
Back Fil
Natural Top of Bank
Original Stream Bottom
detetle '
&gAilkalkit (I
l
Stream Bottom
Approximate Width
CROSS SECTION
III=1
=1'
ALUMINUM STIFFENING RIB BOLTED TO
FULLY WELDED ALUMINUM
STRUCTURAL PLATE HEADWALL _4, SOIL SIDE OF WALL
DESCRIPTION
-
1
•
•
•
. .
________________--------------T
i
.
.
. •
.
.
z
.
------
21-1"----
I� w
a
can
1
l�
9' 13'-6" 9'
ALUMINUM STIFFENING RIB BOLTED TO
FRONT SIDE OF WALL
END VIEW- INLET & OUTLET HEADWALL
r
CRESCENT
WINSTON
66 LF OF #2-L1 (9'-2" SPAN X 3'-3" RISE)
GEOGRID IN ALUMINUM BOX CULVERT WITH FULL INVERT
FOUNDATION MIN COVER= 1.4'
\ MAX COVER= 4.9'
45°,
POMONA PIPE PRODUCTS
46'I1 DUNDAS DR.
GREENSBORO, NC 27407
336-292-6060
66'
POMONA PIPE PRODUCTS
PLAN VIEW
\
POMONAPIKTRODUCTSCOM
45 ^-
_45.>
APR 29, 2021
MEET
NOT TO SCALE
%
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
a%%pu%l l I llu,,,,,
lll
038574•
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5/2/2021
❑ Preliminary - Do Not Use for Construction
❑ Final Drawing - For Review Purposes Only
X Final Drawing
PROJECT:
Planned Residential Subdivision (PRD)
Winston Salem, NC
PIN#: 5897-61-0942.00 and 5897-61-6961.00
CLIENT / PREPARED FOR:
THYME PROPERTIES, LLC
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: RobertWeidl©Hotmail.com
N
E
s
NC Grid - NAD83 (2011)
DATE: 01.21.2021
DRAWN BY: TBC / ATC
JOB NO.: 20-201
REVISIONS:
04.28.2021 Added Culvert Spec sheet
SCALE:
NOT TO SCALE
SHEET TITLE:
STREAM CROSSING DETAILS
© Beeson & Carter, P.A.
SHEET NO:
0-5.1

N
Armour upstream and downstream embankments
with 2' thick of Class 1 and Class B Riprap; no
stone shall be placed in the stream bed.
Stream restoration a -a; See sheet C,
See Details below for temporary impervious dike and pump
around operations. At completion of pumping operations
stream bed shall be restored to natural conditions. No stone
or construction materials shall be left in stream channel.
\
Water Main Crossing; No riprap shall be placed in stream.
Restore stream bed to natural elevation with same
materials excavated from stream bed. See Details C-4.2
/
840
830
820
810
800
790
Permanent Impacts of 63LF
from end to end of culvert
/
PLAN & PROFILE FOR STREAM CROSSING S1. SEE SHT C-2.2 FOR SANITARY SEWER CROSSING S3 PROFILE
7+51.60
Armour Upstream and Downstream
embankments with 2' thick of Class 1 and Class B
riprap; No rock shall be placed in the streambed
Existing Stream Bed Elevation; Pipe
to be Set 6" below Existing Bed Level.
Notify Engineer to address unsuitable
soils or rock below pipe area.
Roadway and Shoulders
G
EG
Inv: 804.60'
8" DI Sewer
CROSSING S1 - Pipe #1
61.8LF of 36" RCP @ 0.81%
Inv: 805.10'
6" D
Water -
-40
-30
-20
PUMP -AROUND DETAILS
TEMPORARY IN -STREAM CONSTRUCTION MEASURES
-10
0
Offset
10
DESCRIPTION
The work should consist of installing a temporary pump around and supporting measures to divert
flow around in -stream construction sites.
CONSTRUCTION SEQUENCE
1. Construction activities including the installation of erosion and sediment control measures should
not begin until a pre -construction meeting is held with the erosion inspector. All existing utilities
shall be marked in the field prior to construction. The contractor is responsible for any damage to
existing utilities that may result from construction and should repair the damage at his/her own
expense.
2. The contractor should notify the Division of Water Resources at least 5 days before beginning
construction.
3. The contractor should conduct a pre -construction meeting on site with the erosion control
inspector, the project manager, and the engineer to review limits of disturbance, erosion and
sediment control requirements, and the sequence of construction. The contractor shall stake out
all limits of disturbance prior to the pre -construction meeting so they may be reviewed. The
participants will also designate the contractor's staging areas and flag all trees within the limit of
disturbance which will be removed for construction access.
4. Construction shall not begin until all sediment and erosion control measures have been installed
and approved by the erosion control inspector. The contractor shall stay within the limits of the
disturbance as shown on the plans and minimize disturbance within the work area whenever
possible.
20
5.
6.
7.
8.
9.
10.
11.
30
40
/
17
SMH 14
/
32.0' of 8" DI @ 3.94%
\ N--- ---(..
---„..
WN, -- \ T----
Stream restoration are;/See sheet C-4.2
See Details below for impervious dike and pump around
operations. At completion of pumping operations stream
bed shall be restored to natural conditions. No stone or
construction materials shall be left in stream channel.
IMPORTANT NOTES:
/
See Details below for temporary impervious dike and pump
around operations. At completion of pumping operations
stream bed shall be restored to natural conditions. No stone
or construction materials shall be left in stream channel.
Water Main Crossing; No riprap shall be placed in stream.
Restore stream bed to natural elevation with same
materials excavated from stream bed. See Details C-4.2
Armour upstream and downstream embankments
with 2' thick of Class 1 and Class B Riprap; no
stone shall be placed in the stream bed.
1. Pipe shall be Class III RCP.
840 2. Install per manufactures specifications. Pipe shall be bedded on a firm foundation of
soils. Notify Engineer to address unsuitable soils or rock below pipe area.
3. Soils around pipe shall be hand compacted in 6" lifts until filled to top of pipe. Lifts
shall be no more than V and well compacted above pipe. See cover sheet for
details on soil compaction standards.
830 4. Use impervious weir and pump around per details below during pipe installation.
5. A 2" semi trash pump rated at 8000 GPH or higher shall be the minimum used for
pump around operations.
820
810
800
790
Upon installation of all sediment control measures and approval by the erosion control inspector,
the contractor should begin work at the upstream section and proceed downstream. The
sequence of construction must be followed unless the contractor gets written approval for
deviations from the Engineer or DENR-DWR. The contractor shall only begin work in an area
which can be completed by the end of the day including grading adjacent to the channel. At the
end of each work day, the work area must be stabilized and the pump around removed from the
channel. Work shall not be conducted in the channel during rain events.
Sandbag dikes should be situated at the upstream and downstream ends of the work area as
shown on the plans, and stream flow should be pumped around the work area. The pump should
discharge onto a stable velocity dissipater made of riprap or sandbags.
Water from the work area should be pumped to a sediment filtering measure such as a
dewatering basin, sediment bag, or other approved source. The measure should be located such
that the water drains back into the channel below the downstream sandbag dike.
Traversing a channel reach with equipment within the work area where no work is proposed shall
be avoided. If equipment has to traverse such a reach for access to another area, then timber
mats or similar measures shall be used to minimize disturbance to the channel. Temporary
stream crossings shall not be be used without prior approval of the Engineer or DWR.
The contractor is responsible for providing access to and maintaining all erosion and sediment
control devices until the sediment control inspector approves their removal.
After construction, all disturbed areas shall be regraded and revegetated as per the erosion
control plan details.
Temporary impacts to the stream channel shall be repaired and restored per the details on sheet
C-4.2.
approved
dewatering device
flow
sediment dike
pumps should discharge
onto a stable velocity
dissipator made of rip rap
or sandbags
PLAN VIEW
discharge hoses -.--
dewatering pump
intake hose
clean water dike
work area
length not to exceed
that which can be
completed in one day
SECTION A -A
impervious sheeting
cross section of sandbag dike
24
830
820
810
800
790
780
/4110'
ovr
_;/
//
CB 1
N N
@ 1.00%
Permanent Impacts of 6OLF
from end to end of culvert
X \
12.3' of 15" RCP @ 1.41%
7
7
7
7
See Details below for impervious dike and pump around
operations. At completion of pumping operations
stream bed shall be restored to natural conditions. No
stone or construction materials shall be left in stream.
USE PUMP AROUND ONLY IF NEEDED FOR THIS
INSTALLATION. The stream is intermittent and
installation may be achieved during no flow conditions.
AA
0
7
Stream restoration area; See sheet C-4.2
See Details below for temporary impervious dike and pump around
operations. At completion of pumping operations stream bed shall
be restored to natural conditions. No stone or construction
materials shall be left in stream channel.
.44
PLAN & PROFILE FOR STREAM CROSSING S2. SEE SHT C-2.4 FOR SANITARY SEWER CROSSING S4 PROFILE
0+80.36
Armour Upstream and Downstream
embankments with 2' thick of Class 1 and Class B
riprap; No rock shall be placed in the streambed
Existing Stream Bed Elevation; Pipe
to be Set 6" below Existing Bed Level.
Notify Engineer to address unsuitable
soils or rock below pipe area.
Roadway and Shoulders
Inv: 800.30'
CROSSING S2 - Pipe #1
EG
Inv: 8
-40
stream
diversion pumps
intake
hose
flow
sump -hole
LA pool
(12" to 18" deep
2' dia.)
base flow + 1 foot
(2 foot minimum)
-30
-20
-10
Offset
10
20
30
40
830
820
810
800
790
780
Isli CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
SEAL:
1=1 Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
1=1 Approved and Released for Construction on:
PROJECT:
0
Residential Subdivision
cti
z co
co
0
CLIENT / PREPARED FOR:
CORVUS, LLC
CIO Robert Weidl
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
NC Grid - NAD83 (2011)
DATE: 07.18.2017
JOB NO.: 17-201
REVISIONS:
10.26.2017 Revised WL at stream crossing
SCALE H&V: 1" = 10'
5 0 2.5 5 10
20
SHEET TITLE:
STREAM CROSSING DETAILS
© Beeson & Carter, P.A.
SHEET NO:
C-4.1

See Sht C-4.1 for temporary impervious dike and pump
around operations. At completion of pumping operations
stream bed shall be restored to natural conditions. No stone
or construction materials shall be left in stream channel.
Sewer Main Crossing - Temporary impacts 15LF; No riprap
shall be placed in stream. Restore stream bed to natural
elevation with same materials excavated from stream bed.
See Details this sheet
Stream restoration area. See Details this sheet
z z
SEWER MAIN CROSSING
TEMPORARY IN -STREAM CONSTRUCTION MEASURES
CONSTRUCTION SEQUENCE
See C-4.1 for impervious dike and pump around
operations. At completion of pumping operations
stream bed shall be restored to natural conditions. No
stone or construction materials shall be left in stream.
USE PUMP AROUND ONLY IF NEEDED FOR THIS
INSTALLATION. The stream is intermittent and
installation may be achieved during no flow conditions.
O\L 1\w- BRANCH
1. Construction activities including the installation of erosion and sediment control measures should not begin until a pre -construction meeting is held
with the erosion inspector. All existing utilities shall be marked in the field prior to construction. The contractor is responsible for any damage to
existing utilities that may result from construction and should repair the damage at his/her own expense.
2. The contractor should notify the Division of Water Resources at least 5 days before beginning construction.
3. The contractor should conduct a pre -construction meeting on site with the erosion control inspector, the project manager, and the engineer to
review limits of disturbance, erosion and sediment control requirements, and the sequence of construction. The contractor shall stake out all limits
of disturbance prior to the pre -construction meeting so they may be reviewed. The participants will also designate the contractor's staging areas
and flag all trees within the limit of disturbance which will be removed for construction access.
4. Construction shall not begin until all sediment and erosion control measures have been installed and approved by the erosion control inspector.
The contractor shall stay within the limits of the disturbance as shown on the plans and minimize disturbance within the work area whenever
possible.
5. Upon installation of all sediment control measures and approval by the erosion control inspector, the contractor should begin work at the upstream
section and proceed downstream. The sequence of construction must be followed unless the contractor gets written approval for deviations from
the Engineer or DENR-DWR. The contractor shall only begin work in an area which can be completed by the end of the day including grading
adjacent to the channel. At the end of each work day, the work area must be stabilized and the pump around removed from the channel. Work
shall not be conducted in the channel during rain events.
6. Sandbag dikes should be situated at the upstream end of the work area as shown on the plans, and stream flow should be pumped around the
work area. The pump should discharge onto a stable velocity dissipater made of riprap or sandbags. See sheet C-4.1 for additional graphic
details.
7. Water from the work area should be pumped to a sediment filtering measure such as a dewatering basin, sediment bag, or other approved
source. The measure should be located such that the water drains back into the channel below the downstream sandbag dike.
8. Traversing a channel reach with equipment within the work area where no work is proposed shall be avoided. If equipment has to traverse such a
reach for access to another area, then timber mats or similar measures shall be used to minimize disturbance to the channel. Temporary stream
crossings shall not be be used without prior approval of the Engineer or DWR.
9. The contractor is responsible for providing access to and maintaining all erosion and sediment control devices until the sediment control inspector
approves their removal.
10. After construction, all disturbed areas shall be regraded and revegetated as per the erosion control plan details.
11. Temporary impacts to the stream channel shall be repaired and restored per the details on this sheet.
ss >
N
\\\\\
\ \
\ N
IMPORTANT NOTES:
1. Pipe shall be 8" DI per City of WS standards.
2. Install per manufactures specifications. Pipe shall be bedded on a firm foundation of
soils. Notify Engineer to address unsuitable soils or rock below pipe area.
3. Soils around pipe shall be hand compacted in 6" lifts until filled to top of pipe. Lifts
shall be no more than 1' and well compacted above pipe. See cover sheet for
details on soil compaction standards.
4. Stream bed and channel shall be restored to natural grades and conditions and lined
5. Use impervious weir and pump around per details below during pipe installation.
6. A 2" semi trash pump rated at 8000 GPH or higher shall be the minimum used for
pump around operations.
REESOA &CARTER, PA.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
]�0/29/20 7./
.,� 9`'•, NG I N E...........
lllllllllllll
III`��""uuC lA lnl,,,,fil N
038574
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
ROLLED EROSION CONTROLLED PRODUCTS -CHANNEL INSTALLATION (6.17)
N.T.S.
CONSTRUCTION SPECIFICATIONS:
Even if properly designed, if not properly installed, RECP's will probably not function as desired. Proper installation is imperative. Even if
properly installed, if not properly timed and nourished, vegetation will probably not grow as desired. Proper seed/vegetation selection is also
imperative.
Grade the surface of installation areas so that the ground is smooth and loose. When seeding prior to installation, follow the steps for seed
bed preparation, soil amendments, and seeding in Surface Stabilization, 6.1. All gullies, rills, and any other disturbed areas must be fine
graded prior to installation. Spread seed before RECP installation. (Important: Remove all large rocks, dirt clods, stumps, roots, grass
clumps, trash, and other obstructions from the soil surface to allow for direct contact between the soil surface and the RECP.)
Terminal anchor trenches are required at RECP ends and intermittent trenches must be constructed across channels at 25-foot intervals.
Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width, while intermittent trenches need be only 6
inches deep and 6 inches wide.
Installation for Slopes-- Place the RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill, and compact. Unroll the RECP down
(or along) the slope maintaining direct contact between the soil and the RECP. Overlap adjacent rolls a minimum of 3 inches. Pin the RECP
to the ground using staples or pins in a 3 foot center -to -center pattern. Less frequent stapling/pinning is acceptable on moderate slopes.
Installation in Channels-- Excavate terminal trenches (12 inches deep and 6 inches wide) across the channel at the upper and lower end of
the lined channel sections. At 25-foot intervals along the channel, anchor the RECP across the channel either in 6 inch by 6 inch trenches or
by installing two closely spaced rows of anchors. Excavate longitudinal trenches 6 inches deep and wide along channel edges (above water
line) in which to bury the outside RECP edges. Place the first RECP at the downstream end of the channel. Place the end of the first RECP
in the terminal trench and pin it at 1 foot intervals along the bottom of the trench.
Note: The RECP should be placed upside down in the trench with the roll on the downstream side of the bench.
Once pinned and backfilled, the RECP is deployed by wrapping over the top of the trench and unrolling upstream. If the channel is wider
than the provided rolls, place ends of adjacent rolls in the terminal trench, overlapping the adjacent rolls a minimum of 3 inches. Pin at 1 foot
intervals, backfill, and compact. Unroll the RECP in the upstream direction until reaching the first intermittent trench. Fold the RECP back
over itself, positioning the roll on the downstream side of the trench, and allowing the mat to conform to the trench.
Then pin the RECP (two layers) to the bottom of the trench, backfill, and compact. Continue up the channel (wrapping over the top of the
intermittent trench) repeating this step at other intermittent trenches, until reaching the upper terminal trench.
At the upper terminal trench, allow the RECP to conform to the trench, secure with pins or staples, backfill, compact and then bring the mat
back over the top of the trench and onto the existing mat (2 to 3 feet overlap in the downstream direction), and pin at 1 foot intervals across
the RECP. When starting installation of a new roll, begin in a trench or shingle -lap ends of rolls a minimum of 1 foot with upstream RECP on
top to prevent uplifting. Place the outside edges of the RECP(s) in longitudinal trenches, pin, backfill, and compact.
Anchoring Devices--11 gauge, at least 6 inches length by 1 inch width staples or 12 inch minimum length wooden stakes are
recommended for anchoring the RECP to the ground.
Drive staples or pins so that the top of the staple or pin is flush with the ground surface. Anchor each RECP every 3 feet along its center.
Longitudinal overlaps must be sufficient to accommodate a row of anchors and uniform along the entire length of overlap and anchored
every 3 feet along the overlap length. Roll ends may be spliced by overlapping 1 foot (in the direction of water flow), with the
upstream/upslope mat placed on top of the downstream/downslope RECP. This overlap should be anchored at 1 foot spacing across the
RECP. When installing multiple width mats heat seamed in the factory, all factory seams and field overlaps should be similarly anchored.
Critical points
A.
B.
C.
Note:
" Horizontal staple spacing should be altered if
necessary to allow staples to secure the critical points
along the channel surface.
"" In loose soil conditions, the use of staple or stake
lengths greater than 6" may be necessary to properly
anchor the blankets.
Overlaps and seams
Projected water line
Channel bottom/side
Slope vertices
MAINTENANCE:
1. Inspect Rolled Erosion Control Products at least weekly and after each significant (1/2 inch or greater) rain fall event
repair immediately.
2. Good contact with the ground must be maintained, and erosion must not occur beneath the RECP.
3. Any areas of the RECP that are damaged or not in close contact with the ground shall be repaired and stapled
4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover is established.
STREAM CHANNEL RESTORATION DETAILS
N.T.S.
Seed slopes and approaches with native grass mixture
2 rows of Live Cuttings spaced 2.0' O.0 in all directions
Restore stream bed and channel slopes back to
natural grades. Use stream bed gravels and
materials excavated from stream bed for final 1.0' lift.
GROUND COVER AND SEED MIXES SCHEDULE
NATIVE GRASS AND HERB MIXES SIMILAR TO THE FOLLOWING CAN BE MADE FROM
COMMERCIALLY AVAILABLE SOURCES. THE RECOMMENDED SEED MIXTURE FOR THE
STREAM BANKS AND RIPARIAN CORRIDOR SHALL BE APPROXIMATELY AS FOLLOWS:
OAT GRAIN, Avena sativa
DEER TONGUE GRASS, Panicum clandestinum
VIRGINIA WILD RYEGRASS, Elymus virginicus
SWITCHGRASS, Panicum virgatum var. Carthage
NATIVE WILDFLOWER MIX
20%
20%
20%
20%
20%
ALTERNATIVELY, A COMMERCIALLY AVAILABLE MIX IS AVAILABLE FROM ERNST
CONSERVATION SEEDS (NC PIEDMONT RIPARIAN MIX, ERNMX #307).
A SUITABLE WILDFLOWER MIX IS AVAILABLE FROM ERNST CONSERVATION SEEDS
(SOUTHEAST WILDFLOWER MIX, ERNMX #169).
North American Green
Channel Liner; SC150BN
or equal
LIVE STAKE SPECIES SUITABLE FOR RIPARIAN REFORESTATION
SILKY DOGWOOD, BLACK WILLOW (MAXIMUM 20%), SILKY WILLOW, ELDERBERRY, BUTTONBUSH, NINEBARK
Notes:
1. Stockpiled topsoil shall be used to cover disturbed bank stabilization areas prior to seeding and matting/mulching to facilitate
vegetative growth.
2. After bringing the surface to final grade, clear surface of trash, woody debris, stones and clods larger than 1". Fill or level low spots in
order to avoid standing water. Mix fertilizer and/or lime into the soil surface where necessary.
3. Disturbed areas inside the riparian buffer restoration zone shall be seeded as established in the adjacent ground cover and seed
mixes schedule, using an application rate of 20 lbs. per acre along with a cover crop of rye grain or winter wheat applied at a rate of
30 lbs. per acre.
4. Native trees and shrubs will be planted along the stream bank as indicated in the plans.
5. Trees and shrubs may be clustered to provide a natural appearance.
6. All plant materials shall be nursery grown stock using regional ecotype seed or starts. Planting stock may include containerized, bare
root or balled and burlaped (B&B) trees and shrubs, but no more than 25 percent of the introduced plants should be bare root stock.
Plants grown in tubelings or tree bands are recommended.
7. A minimum of 4 live cutting species should be selected to enhance the species diversity at the site. The density, effectiveness and
ecological function of the forested buffer will be enhanced by combining canopy trees, understory trees and shrubs in a mix that
approximates a natural riparian forest at an old -growth site.
8. All planting stock shall be handled in such a manner as to promote the health and vigor of the plant material and reduce the stress of
transplanting and reestablishment.
9. Plant materials shall be delivered to the project site directly from the nursery in a covered vehicle to prevent wind burn and excessive
drying.
10. Plants shall be protected from drying and overheating by storing in full shade out of the wind or in a cool interior space, and shall be
kept moist by watering, spraying and/or misting at least daily.
11. All plants shall be watered with 3-4 gallons of fresh water at time of planting.
12. Live stakes shall be 1/2-2" (12-50 mm) in diameter. Stakes shall also be 2 - 4 feet (.6 - 1 meter) in length. Stakes shall be spaced
approximately 3 Feet (0.91 meters) on center. Live stakes should be installed according to the configuration presented in the details
of the plan sheets.
13. All plant material shall be harvested locally (within the same physiographic ecoregion and plant hardiness zone) or purchased from a
local nursery. All live stakes shall be dormant at time of acquisition and planting. Live stakes can be installed between November 15
and March 15.
14. Cuttings for live stakes shall be harvested in manner such that they are cut, immediately put into water to be soaked for ten days,
and Then planted immediately after the ten days are completed.
15. Cuttings shall remain wet until they are planted. Outside storage locations should be continually shaded and protected from wind and
direct sunlight.
16. During preparation, the basal ends of the live stakes shall be cleanly cut at an angle to facilitate easy insertion into the soil, while the
tops shall be cut square or blunt for tamping.
17. All limbs shall be removed from the sides of the live cutting prior to installation.
18. Live stakes shall be tamped perpendicularly into the finished bank slope with a dead blow hammer, with buds oriented in an upward
direction. Stakes should be tamped until approximately 3/4 of the stake length is within the ground.
19. If less than 12 inches of penetration is achieved, the stake should be removed, discarded if damaged, and a replacement stake
should be driven nearby.
20. One to two inches shall be cut cleanly off of the top of each live stake (with toppers) at an angle of approximately 15 degrees
Following installation.
21. Any stakes that are split or damaged during installation shall be removed and replaced. The area around each live stake shall be
compacted by foot after the live stake has been installed.
22. Once areas will no longer be disturbed within the work area, seed and stabilize remaining disturbed areas immediately upon
completion of grading following the most recent edition of NCDEQ Erosion and
23. Sediment control planning and design for specifications regarding permanent seeding.
24. Prepare areas to receive seeding by loosening the soil by raking, disking, harrowing, or other suitable methods prior to placing seed.
25. Water seeded areas as needed to maintain growth but not to the extent to cause erosion.
PROJECT:
Residential Subdivision
CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Weidl
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
w
N
S
NC Grid - NAD83 (2011)
E
DATE: 07.18.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
09.27.2017 DWR 401 Comments; Sheet Added
SCALE H&V: 1" = 10'
5 0 2.5 5 10
V
20
SHEET TITLE:
SEWER MAIN CROSSING DETAILS
© Beeson & Carter, P.A.
SHEET NO:
0-4.2

DocuSign Envelope ID: 48EOFAD3-1 AC7-42E9-BBF2-COCFD51 B1 BC9
Butter
PIN: 5897-51-3777
Block -Lot: 4634J-014
Owner: NATALIA EUGENIA VELEZ
Deed Book -Page: 3542-4133
%%%%%%%
_ •'� ti•• . y' / /
S.
• IdL13$ 561/i
S. C_:f L-1828 ct.:z: / /
y ••9L l
•� /5'727/'0121" 111
of
Ordinary High Water
PIN: 5897-51-4855
Block -Lot: 4634J-015
Owner: COURTNEY JEAN MARINAK &
ROBERT WAYNE LEWIS, JR
Deed Book -Page: 3494-491
Top of Bank
63.0'
/
Two 36" RCP Pipes
SURVEYORS CERTIFICATIONS
/
i \I, John E. Beeson, certify that this plat was drawn under my supervision from an actual survey made under
my supervision (description recorded in Deed Book , Page or Plat Book 68, Page 158-160; that
the ratio of precision as calculated is 1:10,000+; that this plat was prepared in accordance with G.S. 47-30
as amended. Witness my original signature, registration number and seal this 28th day of April, A.D., 2021.
I, John E. Beeson. Professional Land Surveyor, certify to one of the following:
a. That this plat is of a survey that creates a subdivision of land within the area of a county or
municipality that has an ordinance that regulates parcels of land;
b. That this plat is of a survey that is located in such portion of a county or municipality that is
unregulated as to an ordinance that regulates parcels of land;
c. That this plat is of a survey of an existing parcel or parcels of land;
X d. That this plat is of a survey of another category, such as the recombination of existing parcels, a
court -ordered survey or other exception to the definition of a subdivision;
e. That the information available to this surveyor is such that I am unable to make a determination
to the best of my professional ability as to provisions contained in a. through d. above
j6L 1¢)c,t,S6k,
John E Beeson, Professional Land Surveyor
L-1828
Registration Number
64
/
657,
/ Ordinary High Water
/
Top of Bank
PIN: 5897-51-5657
Block -Lot: 4634J-007
Owner: LISA DRAGON'
Deed Book -Page: 3547-530
Oat
AJ
CARADCO STREAM IMPACTS
Greater of width up & downstream
Stream Length (from SAW 2018-01868)
'Permanent Impact Area (SF)
Permanent Impact Area (Ac)
/
/
PIN: 5897-51-6745
Block -Lot: 4634J-006
Owner: CHRISTOPHER M REILLY
Deed Book -Page: 3574-287
CARADCO RD Crossing I
Upstream Side
Nearestto culvert
Farthest from culvert
AVG
Downstream Side
Nearestto culvert
3.1 Ft
65 LF
201.5 SF
0.005 AC AVG
Farthest from culvert
2.2 Ft
3.7 Ft
3.8 Ft
2.3 Ft
3.9 Ft
2.4 Ft
3.2 Ft
3.1 Ft
2.8 Ft
1.8 Ft
2.7 Ft
2.4 Ft
2.1 Ft
2.9 Ft
4.2 Ft
3.8 Ft
3.1 Ft
2.9 Ft
NC Grid - NAD83 (2011)
VV
100
500
LOCATION MAP (NOT TO SCALE)
Saville Fd
Salem Rd.
Bridal
n. Ridge
Dr.
sy
Dartmoor S
Mercia Ct
SITE Wessex Rd.
SP ood Dr.
6
A
IMPORTANT NOTES:
1. NOT A BOUNDARY SURVEY. Lots shown are from recorded Forsyth County PB68, Page
158-160, Titled "Sage Creek, Phase 1, Lots 1-18 & 54-55". See plat for lot details and
property line dimensions.
2. This map is to show the existing conditions for the previously permitted stream crossing by
locating the ordinary high water mark and top of bank approximately 50' either side of the
crossing pipe.
3. Stream widths shown are provided at locations of data collection.
4. Some areas around the stream are inaccessible due to dense vegetation of other
obstructions such as trees.
5. This map has not been reviewed by a local government agency for compliance with any
applicable land development regulations and has not been reviewed for compliance with
recording requirements for plats.
LINE LEGEND
Line Surveyed
Line by Deed
Line Not Surveyed
Tie Line
Stream
Easement Line
Easement CL
Right -of -Way
Sewer Main
Water Main
100 Yr Flood
500 Yr Flood
SYMBOL LEGEND
• Pt. Calculated Point (As Shown)
O IPS Iron Pin Set (3/4" conduit)
Q IP Existing Iron Pipe
Q IR Existing Iron Rebar
Stone Found
QOQ CC Control Corner
FG Flush with ground
AG x.xx' Above ground (Distance in ft.)
UG x.xx' Under ground (Distance in ft.)
SQ Sanitary Sewer Manhole
SCALE = 1" = 30'
15 0 7.5 15 30
9 11
60
The Purpose of this Survey is to locate the ordinary high
water mark and top of bank around the existing stream
crossing for Sage Creek Ph 1 - Caradco Road.
STREAM SURVEY
Caradco Road
Client:
THYME PROPERTIES LLC
2255 Lewisville-Clemmons Road, Suite C
Clemmons, NC 27012
FIELD WORK BY
ATC
CHECKED BY:
JEB
Block / Lot
4634J / 007,014, 015
PIN: 5897-51-5657,
5897-51-3777 & 5897-51-4855
TOWNSHIP:
Vienna
CITY:
Winston Salem
COUNTY:
Forsyth
STATE:
North Carolina
DATE:
4/27/2021
JOB NUMBER:
20-201
DRAWN BY:
ATC, TLBC
SHEET NUMBER:
1 of 1
li CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
BEESOA & CARTER, PR.
4970 US Highway 311 N #669, Walkertown, NC 27051
OFFICE:[phone] FAX:[phone]
WEB: www.bc-eng.com
Corp #: C-4017

DocuSign Envelope ID: 48EOFAD3-1 AC7-42E9-BBF2-COCFD51 B1 BC9
LOCATION MAP (NOT TO SCALE)
PIN: 5897-52-7375
Block -Lot: 4634J-056
Owner: CARTHENE R BAZEMORE &
COREY D WALKER
Deed Book -Page: 3582-3410
„%%„unuU,r,,
Os
: jbL n, raLsatA,
L- 828 c, z
,,,,''Q%"WIAI'R1"``````%
5/2/2021
Top of Bank
Ordinary High Water
2.3' " o
Two 36" RCP Pipes
O`S
G\PGQG<D
Q?3,
/ /
SURVEYORS CERTIFICATIONS
I, John E. Beeson, certify that this plat was drawn under my supervision from an actual survey made under
my supervision (description recorded in Deed Book , Page or Plat Book 68, Page 158-160; that
the ratio of precision as calculated is 1:10,000+; that this plat was prepared in accordance with G.S. 47-30
as amended. Witness my original signature, registration number and seal this 28th day of April, A.D., 2021.
I, John E. Beeson. Professional Land Surveyor, certify to one of the following:
a. That this plat is of a survey that creates a subdivision of land within the area of a county or
municipality that has an ordinance that regulates parcels of land;
b. That this plat is of a survey that is located in such portion of a county or municipality that is
unregulated as to an ordinance that regulates parcels of land;
c. That this plat is of a survey of an existing parcel or parcels of land;
X d. That this plat is of a survey of another category, such as the recombination of existing parcels, a
court -ordered survey or other exception to the definition of a subdivision;
e. That the information available to this surveyor is such that I am unable to make a determination
to the best of my professional ability as to provisions contained in a. through d. above
)6LIA, f tA,Sblit, L-1828
John E Beeson, Professional Land Surveyor Registration Number
Top of Bank
Ordinary High Water
7
25
PIN: 5897-52-9119
Block -Lot: 4634J-001
Owner: BENJAMIN ANDREW &
CHRISTINA TARREE COMBS
Deed Book -Page: 3490-4366
MERCIA STREAM IMPACTS
Greater of width up & downstream
Stream Length (from SAW 2018-01868)
Permanent Impact Area (SF)
Permanent Impact Area (Ac)
2.2 Ft
61 LF
134.2 SF
0.003 AC
MERCIA CTCrossing
Upstream Side
Nearestto culvert
Farthest from culvert
AVG
IDownstreamSide
Nearestto culvert
Farthest from culvert
AVG
1.6 Ft
3.7 Ft
1.9 Ft
1.7 Ft
2.3 Ft
1.4- Ft
2.7 Ft
2.2 Ft
2.1 Ft
1.3 Ft
1.3 Ft
2.6 Ft
2.8 Ft
1.4 Ft
2.S Ft
1.7 Ft
3.2 Ft
2.1 Ft
9--
NC Grid - NAD83 (2011)
Salem Rd.
Bridal
n. Ridge
Dr.
sy
Dartmoor S
Mercia Ct
SITE Wessex Rd
aoo
s icewood Dr.
IMPORTANT NOTES:
1. NOT A BOUNDARY SURVEY. Lots shown are from recorded Forsyth County PB68, Page
158-160, Titled "Sage Creek, Phase 1, Lots 1-18 & 54-55". See plat for lot details and
property line dimensions.
2. This map is to show the existing conditions for the previously permitted stream crossing by
locating the ordinary high water mark and top of bank approximately 50' either side of the
crossing pipe.
3. Stream widths shown are provided at locations of data collection.
4. Some areas around the stream are inaccessible due to dense vegetation.
5. This map has not been reviewed by a local government agency for compliance with any
applicable land development regulations and has not been reviewed for compliance with
recording requirements for plats.
VV
100
500
LINE LEGEND
Line Surveyed
Line by Deed
Line Not Surveyed
Tie Line
Stream
Easement Line
Easement CL
Right -of -Way
Sewer Main
Water Main
100 Yr Flood
500 Yr Flood
SYMBOL LEGEND
• Pt. Calculated Point (As Shown)
O IPS Iron Pin Set (3/4" conduit)
Q IP Existing Iron Pipe
Q IR Existing Iron Rebar
Stone Found
0 CC Control Corner
FG Flush with ground
AG x.xx' Above ground (Distance in ft.)
UG x.xx' Under ground (Distance in ft.)
SQ Sanitary Sewer Manhole
SCALE = 1" = 30'
15 0 7.5 15 30
60
The Purpose of this Survey is to locate the ordinary high
water mark and top of bank around the existing stream
crossing for Sage Creek Ph 1 - Mercia Court.
STREAM SURVEY
Mercia Court
Client:
THYME PROPERTIES LLC
2255 Lewisville-Clemmons Road, Suite C
Clemmons, NC 27012
FIELD WORK BY
ATC
CHECKED BY:
JEB
Block / Lot
4634J / 001 & 056
PIN: 5897-52-9119 &
5897-52-7375
TOWNSHIP:
Vienna
CITY:
Winston Salem
COUNTY:
Forsyth
STATE:
North Carolina
DATE:
4/27/2021
JOB NUMBER:
20-201
DRAWN BY:
ATC, TLBC
SHEET NUMBER:
1 of 1
li CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
BEESOA & CARTER, PA.
4970 US Highway 311 N #669, Walkertown, NC 27051
OFFICE:[phone] FAX:[phone]
WEB: www.bc-eng.com
Corp #: C-4017

DocuSign Envelope ID: D8A20B6E-0201-4FAA-A44B-C39CC459E1B3
CARADCO RD Crossing
MERCIA CT Crossing
CARADCO STREAM IMPACTS
Greater of width up & downstream
3.1
Ft
Upstream Side
Upstream Side
Stream Length (from SAW 2018-01868)
65
LF
Nearest to culvert
2.2
Ft
Nearest to culvert
1.6
Ft
Permanent Impact Area (SF)
201.5
SF
3.7
Ft
3.7
Ft
Permanent Impact Area (Ac)
0.005
AC
3.8
Ft
1.9
Ft
2.3
Ft
1.7
Ft
MERCIA STREAM IMPACTS
3.9
Ft
2.3
Ft
Greater of width up & downstream
2.2
Ft
2.4
Ft
1.4
Ft
Stream Length (from SAW 2018-01868)
61
LF
Farthest from culvert
3.2
Ft
Farthest from culvert
2.7
Ft
Permanent Impact Area (SF)
134.2
SF
AVG
3.1
Ft
AVG
2.2
Ft
Permanent Impact Area (Ac)
0.003
AC
Downstream Side
Downstream Side
TOTAL PRIOR IMPACTS
Nearest to culvert
2.8
Ft
Nearest to culvert
2.1
Ft
Culvert Length
126
LF
1.8
Ft
1.3
Ft
Permanent Impact Area (SF)
335.7
SF
2.7
Ft
1.3
Ft
Permanent Impact Area (Ac)
0.008
AC
2.4
Ft
2.6
Ft
2.1
Ft
2.8
Ft
PROPOSED CRESECENT HILL IMPACTS
2.9
Ft
1.4
Ft
Culvert Length
66
LF
4.2
Ft
2.5
Ft
Stream Length
69
LF
3.8
Ft
1.7
Ft
Permanent Impact Area (SF)
435.3
SF
Farthest from culvert
3.1
Ft
Farthest from culvert
3.2
Ft
Permanent Impact Area (Ac)
0.010
AC
AVG
2.9
Ft
AVG
2.1
Ft
TOTAL ALL IMPACTS
Stream Length
195
LF
Permanent Impact Area (SF)
771.0
SF
Permanent Impact Area (Ac)
0.018
AC
to
through
length.
is to more
were
Field survey by Beeson & Carter, PA for the existing conditions at the previous culverts located at Caradco Rd & Mercia Ct; Sage Creek - Phase 1 Residential
Subdivision. The OHWM and Top of Bank where collected approximately 50' up and down stream of the existing culverts. The proposed stream crossing
connect Crescent Hill via a stub street has also been field located for OHWM and top of bank from approximately 50' upstream of the proposed culvert,
the culvert impact area and 50' downstream of the proposed culvert.
The existing culvert impacts were calculated by taking the largest average width of the upstream/downstream reaches and the permanent impact stream
The PCN submitted by this engineer for the existing culverts used approximate top of bank widths instead of OHWM widths to list impacts. This data
accurately determined the acreage impacts for the new permit which are based on acre impacts instead of lineal footage as done when the prior culverts
permitted. Only permanent impacts of the culverts are shown in this table. Temporary impacts can be taken from prior plans and documents.
The proposed Crescent Hill culvert impacts are for permanent impacts only and are measured using the field data to calculate the impact area by coordinates.
See plans submitted with this data for more information on temporary impacts.
Prepared by: Alex Carter, PE
Date: 4/28/2021
Revised: 5/2/2021
r•
•
038574
�i 9•. c<•▪ N G I N ��� •���``
• �mnwnto
5/2/2021
Beeson Carter, P.A.
PO Box 669
Walkertown, NC 27051

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210469
Version*
1
Winston-Salem Regional Office - [phone]
Sue Homewood
Pre -Filing Meeting Request submitted 3/1/2021
Contact Name * Heather LaGamba
Contact Email Address* [e-mail]
Project Name* Colerain Creek Dr
Project Owner* Thyme Properties, LLC
Project County* Forsyth
Owner Address: Street Address
2255-C Lewisville Clemmons Rd
Address Line 2
City State / Rovince / Region
CLemmons NC
Fbstal / Zip Code Country
27012 USA
Is this a transportation project?* r Yes ( No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Sue Homewood
Please give a brief project description below.*
The applicant does not request a meeting. The applicant may submit
a request for a 401 WQC.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
97r
Submittal Date 3/1/2021

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01868 County: Forsyth U.S.G.S. Quad: NC -QUAD
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Corvus, LLC
Robert Weidl
Address: 2255 Lewisville Clemmons Road, Suite C
Clemmons, NC 27012
Telephone Number: 336-577-7775
E-mail: rob ertweidl(a,hotmail. co m
Size (acres) 47.96 Nearest Town Winston-Salem
Nearest Waterway Oil Mill Branch River Basin Yadkin — Pee Dee
USGS HUC 03040101 Coordinates Latitude: 36.13694
Longitude: -80.37087
Location description: The project consists of Phase 1, 28.15 acre parcel of a 47.96 acre tract, that lies east of Palo Verde Drive
and Caradco Road, north of the termini of Grey Fox Lane, Barnsley Court, and Chipwood Lane, and west of Mercia Court,
north of Winston Salem, North Carolina. PIN 5897-42-7343.00; Latitude 36.13694, Longitude -80.37087. The project contains
an unnamed tributary to Oil Mill Branch and Oil Mill Branch, which drains into Muddy Creek and ultimately into the
Yadkin River.
Description of projects area and activity: This verification authorizes the project involves the installation of two road crossings
and two sewer line crossings. The project will permanently impact 65 linear feet at Stream Crossin2 1 and 61 linear feet at
Stream Crossin2 2. In addition, the project will temporarily impact a total of 16 linear feet of stream channel associated with
sewerline installation at two separate crossings (Stream Crossing 3 and 4 = 8' each) associated with the development of Sage
Creek subdivision.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 8/18/2017, and the enclosed plans titled Sage Creek, Section 1, Ph 1-3 dated
6/15/2017. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Jean B. Gibby at 919-554-4884, Ext. 24 or [e-mail].
Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
Digitally signed by GIBBYJEAN.B.1229783633
DM c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA,
cn=GIBBYJEAN.B.1229783633
Date 2018.09.26 1308:54 -04 00.
Date: 09/26/2108

SAW-2018-01868
Determination of Jurisdiction:
A. ® There are WATERS on the above described project area 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). 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. Please note, if
work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must
be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States
and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area 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 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.
C. ❑ There are WATERS within the above described project area that are 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis For Determination: See the JD TYPE jurisdictional determination form dated 09/26/2108.
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 jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction 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: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
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 DATE.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Digitally signed by GIBBY.JEAN.B.1229783633
,�7 DN:r-US,o=U.S. Government, ou=DOD, ou=PKl, ou=USA,
783633
Corps Regulatory Official: eI2 18.092613:1435-04
Date 2018.09.2613:14:35-09'00'
Jean B. Gibbv
Date of JD: 09/26/2108
Expiration Date of JD: DATE

SAW-2018-01868
Action ID Number: SAW-2018-01868 County: Forsyth
Permittee: Corvus, LLC, Robert Weidl
Project Name: Sage Creek Subdivision
Date Verification Issued: 09/26/2108
Project Manager: Jean B. Gibby
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Jean B. Gibby
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

Drawing 1
`��
USGS Topographic Map !\\
Vienna and Rural Hall, NCQuadrangles
--
Scale: 1"=2000/
"'`°` ^".'^"""'"`^`' °`
USGS Topographic Map
Crescent Hill
Approximate Z5-AoreTract
Winston-Salem, Forsyth County, NC
Pilot Project 6633

Drawing 2
USDA Web Soil Survey
ofForsyth County, NC
Scale: 1"=250'
"'`°` 1 NY I R ON N IN T A L IN<
Web Soil Map
Crescent Hill
Approximate 25-AoreTraot
VVinaton-Sa|ern,Forsyth County, NC
Pilot Project 6633

Drawing 2A
USDA Soil Survey
of Forsyth County, NC
Published 1976, Sheet 21
Scale: 1" = 250'
PILOT �.
P I LOT ! N V I R O NMI N T A L, I N C
Published Soil Map
Crescent Hill
Approximate 25-Acre Tract
Winston-Salem, Forsyth County, NC
Pilot Project 6633

Drawing 3
USFWS NWI
Wetlands Mapper
Scale: 1" = 400'
,4/
PILDT
PILOT ENVIpo%nlINTAL,INC
LEGEND
Site Boundary
Freshwater Emergent
Freshwater Forested/Shrub
- Estuarine and Marine Deepwater
- Estuarine and Marine
Freshwater Pond
Lake
RivArine
Other
NWI Map
Crescent Hill
Approximate 25-Acre Tract
Winston-Salem, Forsyth County, NC
Pilot Project 6633

�� . U�� A�/��^
- -_ - '-- '-'- -- FLOW - _ - __
LEGEND
Site Boundary
F 1 %Annual CharemFlmod Hazard
neoul@tory F|oouvuy
NC Sped a|F|oouxay
Area afunuetenn|m,uF|ood H @zurd
02+6Annual Chance Flood Hazard
F utu,eConditions 1% Annual Chance F|oouHazard
Area with neduced nisk Due mLevee
Drawing
National Flood Hazard Layer
from FEMAVVeb Map Service
Scale: 1"=400'
"'`°` ^"~'^"°~'"`^`.'"`
�
FEMAF|RM
Crescent Hill
Approximate Z5-AoreTract
VVinaton-Sa|ern,Forsyth County, NC
Pilot Project 6633

THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY. THEY HAVE NOT BEEN
VERIFIED BY THE USACE AND/OR THE NCDEQ-DWR. THIS MAP INCLUDES GPS LOCATIONS OF
DELINEATED FEATURES.
DP-1 0
LEGEND
Site Boundary
Intermittent Stream
Perennial Stream
SA Feature ID
Data Point
Drawing 5
Aerial Imagery from ESRI
and Pilot GPS Data
Scale: 1" = 250'
Date: 3.11.21
PILOT E N Y I R a N M E H T A L. I H[
Wetland Map
Crescent Hill
Approximate 25-Acre Tract
Winston-Salem, Forsyth County, NC
Pilot Project 6633

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
Requ/cement Control Symbol
EXEMPT
(Authority: AR 33545,
paragraph 5-2a)
Project/Site: Colerain Creek Dr
Applicant/Owner: N/A
City/County: Winston-Salem/Forsyth Sampling Date: 3/10/21
Investigator(s): Brame/Brame, Pilot
Landform (hillside, terrace, etc.): Swale
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.13786
Soil Map Unit Name: Fairview fine sandy loam (FaF)
Section, Township, Range: N/A
State: NC Sampling Point: DP-1
Local relief (concave, convex, none): Concave Slope (%): 2-4
Long: -80.36749 Datum: WGS 84
NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X
Wetland Hydrology Present? Yes No X
Is the Sampled Area
within a Wetland?
Yes No X
Remarks:
APT indicates that conditions are "Wetter than Normal -15"
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Surface (B8)
(C2)
Imagery (C9)
(D1)
(D4)
_
Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave
_ _ _
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
_ _ _
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
_ _ _
Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table
_ _ _
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8)
_ _ _
Drift Deposits (B3) Thin Muck Surface (C7) Saturation Visible on Aerial
_ _ _
Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants
_ _ _
Iron Deposits (B5) Geomorphic Position (D2)
_ _
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
_ _
Water -Stained Leaves (B9) Microtopographic Relief
_ _
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes
No
X
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes No X Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116A-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point:
DP-1
Tree Stratum (Plot size: 30'
1. ✓uniperus uirginiana
2. Fagus grandifoiia
3. Liriodendron tuiipifere
4. Proms sero/ina
5. Quercus rubra
6. Liquidambars/yraciflua
7.
Absolute Dominant Indicator
% Cover Species? Status
15 Yes FACU
10 Yes FACU
10 Yes FACU
10 Yes FACU
10 Yes FACU
10 Yes FAC
65 =Total Cover
50% of total cover: 33
Sapling/Shrub Stratum (Plot size: 15' )
1. Fagus grand/fella
2. Nyssa syiva/ica
3.
4.
5.
6.
7.
8.
9.
50% of total cover:
Herb Stratum (Plot size: 5' )
1. Poiys/ichum acros/ichoides
5
20% of total cover: 13
5
Yes
Yes
10 =Total Cover
5 20% of total cover:
2. Lonicerajaponica
3.
4.
5.
6.
7.
8.
9.
10.
11.
5
5
Yes
Yes
10 =Total Cover
FACU
FAC
2
FACU
FACU
50% of total cover: 5 20% of total cover: 2
Woody Vine Stratum (Plot size: 30' )
1.
2.
3.
4.
5.
50% of total cover:
=Total Cover
20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 10 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 20.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x 2 = 0
FAC species 15 x 3 = 45
FACU species 70 x 4 = 280
UPL species 0 x 5 = 0
Column Totals: 85 (A) 325 (B)
Prevalence Index = B/A = 3.82
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is <_3.01
4 - Morphological Adaptations (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation (Explain)
Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Matrix Redox Features
Color (moist) % Color (moist) % Typel Loc2 Texture
Depth
(inches)
0-18 7.5YR 4/6 100
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Loamy/Clayey
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Dark Surface (S7)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Thin Dark Surface (S9) (MLRA 147, 148)
_ Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
Indicators for Problematic Hydric Soils3:
_ 2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_ Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_ Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

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DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210469
Version*
1
Winston-Salem Regional Office - [phone]
Sue Homewood
Pre -Filing Meeting Request submitted 3/1/2021
Contact Name * Heather LaGamba
Contact Email Address* [e-mail]
Project Name* Colerain Creek Dr
Project Owner* Thyme Properties, LLC
Project County* Forsyth
Owner Address: Street Address
2255-C Lewisville Clemmons Rd
Address Line 2
City State / Rovince / Region
CLemmons NC
Fbstal / Zip Code Country
27012 USA
Is this a transportation project?* r Yes ( No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Sue Homewood
Please give a brief project description below.*
The applicant does not request a meeting. The applicant may submit
a request for a 401 WQC.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
97r
Submittal Date 3/1/2021