20220435 Ver 1_ePCN Application_20220316

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
December 6, 2021 Ver 4.2
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
0 Yes 0 No
Change only if needed.
BIMS # Assigned*
20220435
Is a payment required for this project?*
O No payment required
O Fee received
Co.) Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
0 $240.00
O $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
Woodland Church Road Subdivision
la. Who is the Primary Contact?*
Sean Clark
lb. Primary Contact Email:*
[e-mail]
Date Submitted
3/16/2022
Nearest Body of Water
West Prong New Light Creek
Basin
Neuse
Water Classification
WSIV; NSW
Site Coordinates
Latitude:
36.0757
A. Processing Information
Longitude:
-78.5718
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Granville
Is this a NCDMS Project
0Yes (6 No
Is this project a public transportation project?*
Yes t% No
1a. Type(s) of approval sought from the Corps:
I Section 404 Permit (wetlands, streams and waters, Clean Water Act)
0 Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)

Has this PCN previously been submitted?*
0 Yes
O No
lb. What type(s) of permit(s) do you wish to seek authorization?
CO Nationwide Permit (NWP)
CI Regional General Permit (RGP)
❑ Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0 Yes C; No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
td. Type(s) of approval sought from the DWR:
RI 401 Water Quality Certification - Regular
C Non-404 Jurisdictional General Permit
C Individual 401 Water Quality Certification
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
0 Yes O No
O 401 Water Quality Certification - Express
O Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
OO Yes C No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes 0 No
1h. Is the project located in any of NC's twenty coastal counties?
O Yes ® No
1j. Is the project located in a designated trout watershed?
0Yes ®No
B. Applicant Information
OYes 0No
0 Yes 0 No
1d. Who is applying for the permit?
0 Owner 0 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Derrick and Shinese Bennett
2b. Deed book and page no.:
DB 01860 PG 0569
2c. Contact Person:
2d. Address
Street Address
PO BOX 121
Address Line 2
City
Garysburg
Postal / Zip Code
27831
2e. Telephone Number:
[phone]
State I Province / Region
NC
Country
USA
2f. Fax Number:
2g. Email Address:*
[e-mail]

4. Agent/Consultant (if applicable)
4a. Name:
Ian McMillan
4b. Business Name:
Sage Ecological Services, Inc.
4c. Address
Street Address
3707 Swift Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27606
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
4e. Fax Number.
1. Project Information
1b. Subdivision name:
(if appropriate)
Woodland Church Road
lc. Nearest municipality / town:
Wake Forest
2. Project Identification
2a. Property Identification Number:
182400660728, 182400760716
2c. Project Address
Street Address
1161 & 1169 Woodland Church Road
Address Line 2
City
Wake Forest
Postal / Zip Code
27587
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
West Prong New Light Creek
3b. Water Resources Classification of nearest receiving water: *
WSIV; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010601
4. Project Description and History
2b. Property size:
25.06
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The Site is undeveloped and contains forested areas along the drainages while the majority of the Site has been logged recently and is in dense herbaceous and shrub cover. There are
three structures on the evaluated site. Evidence of past silvicultural operations on the Site include cleared areas visible in aerial imagery. Where it exists, the tree canopy consists of
mature pines and hardwood trees. The topography of the Site ranges from a low point of +/- 400 feet above mean sea level (msl) at the middle southern property corner where the
drainage exits the Site, to a high point of +/- 450 feet msl in the northwestern corner of the Site. Surrounding areas are mostly wooded with a few stand alone residences.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes O No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.123 acres

4g. List the total estimated linear feet of all existing streams on the property:
1,656 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential development to help meet the housing need in the area.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Roads and lots were positioned to reduce impacts to streams and wetlands on the Site. The road crossings were designed to cross perpendicular to the jurisdictional features. There are
0.123 acre of onsite wetlands of which only 0.028 acre are proposed to be permanently impacted. There are 1,656 linear feet of stream onsite of which only 230 linear feet are proposed to
be permanently impacted. Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts, while silt fencing will be installed to provide
additional protection from runoff.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
®Yes ONo
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
® Preliminary 0 Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2021-02598
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Sean Clark
Sage Ecological Services, Inc.
Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
PJD - January 11, 2022 (SAW-2021-02598) and NCDWR Buffer Determination January 7, 2022 (NBRRO #21-459).
6. Future Project Plans
6a. Is this a phased project?*
Yes ® No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
i i Streams -tributaries
O Pond Construction
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
WB2
Roadway
P
Headwater Forest
WB2
Yes
Both
0.028
(acres)
WB2
Fill Slopes
T
Headwater Forest
WB2
Yes
Both
0.003
(acres)
WA2
Roadway
P
Seep
WA2
Yes
Both
0.005
(acres)
WA2
Fillslopes
T
Seep
WA2
Yes
Both
0.001
(acres)
2g. Total Temporary Wetland Impact
0.004
2g. Total Wetland Impact
0.037
21. Comments:
2g. Total Permanent Wetland Impact
0.033

3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
Si
Road Crossing
Permanent
Culvert
SB
Perennial
Both
6
Average (feet)
118
(linear feet)
S2
Road Crossing
Temporary
Dewatering
SB
Perennial
Both
6
Average (feet)
18
(linear feet)
S3
Road Crossing
Permanent
Culvert
SA
Perennial
Both
6
Average (feet)
112
(linear feet)
S4
Road Crossing
Temporary
Dewatering
SA
Perennial
Both
6
Average (feet)
19
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
230
3i. Total stream and ditch impacts:
267
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
O Neuse
O Catawba
O Goose Creek
0 Other
3i. Total temporary stream impacts:
37
O Tar -Pamlico
O Randleman
O Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Site Al & A3 - Road Crossing
P
SB
No
6,082
3,728
Site A2 & A4 - Road Crossing
T
SB
No
1,009
434
Site B1 & B3 - Road Crossing
P
SA
No
5,407
3,374
Site B2 & B4 - Road Crossing
T
SA
No
1,226
742
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
2,235.00
Zone 1
11,489.00
Zone 1
13,724.00
Zone 2
1,176.00
Zone 2
7,102.00
Zone 2
8,278.00
According to the Neuse Buffer Rules - Table of Uses, the proposed buffer impacts are allowable upon authorization.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Roads and lots were positioned to reduce impacts to streams and wetlands on the Site. The road crossings were designed to cross perpendicular to the
jurisdictional features. There are 0.123 acre of onsite wetlands of which only 0.033 acre are proposed to be permanently impacted. There are 1,656
linear feet of stream onsite of which only 230 linear feet are proposed to be permanently impacted.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction fencing will be used to define the construction corridor and prevent any accidental, additional impacts. The Project will be phased so as to
prevent large areas of land disturbance that could contribute to sediment runoff into the streams and wetlands.

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes O No
2c. If yes, mitigation is required by (check all that apply):
OO DWR ❑O Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank O Payment to in -lieu fee program Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
RES
3b. Credits Purchased/Requested (attach receipt and letter)
Type:
Stream
3c. Comments
See attached Statement of Availability from RES
Quantity:
460 linear feet
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes • No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
6.
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
• Yes No
What type of SCM are you providing?
O Level Spreader
O Vegetated Conveyance (lower SHWT)
O Wetland Swale (higher SHWT)
pO Other SCM that removes minimum 30% nitrogen
O Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
0 Yes • No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
OYes 0No
Comments:
These are all subject to the Falls Lake stormwater rules, and min. lot size is approximately -29,000 sq. ft. with 6,500 sqft. proposed maximum impervious area per lot.
G. Supplementary Information Q9
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes • No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No

3b. If you answered "no," provide a short narrative description.
This is a stand alone project and therefore not likely to be a catalyst for future development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
JYes 0No0N/A
4b. 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.
The proposed lots will all be serviced by individual wells and individual septic systems.
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?*
OYes • No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
:.0 Yes • No
5d. Is another Federal agency involved?*
O Yes
5e. Is this a DOT project located within Division's 1-8?
Yes - No
Q No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
4) Yes 0No
5g. Does this project involve bridge maintenance or removal?
C. Yes CNo
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes ;:•) No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A review of the NC Natural Heritage Program dated July 22, 2021, lists no federally listed T&E species on or within 1.0-mile of the Site.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA online Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The Site itself is not listed as a historic property. There is one historic property located within 1.0 mile of the Site based on a query of the North Carolina
State Historic Preservation Office (NCSHPO) database. This property is listed as "Study List Individual entry". Figure 4 depicts the locations of these
properties in relation to the Site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
0 Yes O No
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM Panel 3720182400K, effective on 04/16/2013
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Woodland Church Road PCN attachments.pdf 10.16MB
File must be PDF or KMZ

Comments
Pre -construction Notification (PCN) Application Form
PCN Cover Letter
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3-PJD Wetland Sketch Map
Figure 4-NCSHPO Map
NCNHP Database Report
Impact Map
ORM Upload Sheets
USACE PJD Approval
DWR Buffer Determination
RES Stream Mitigation SOA
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• 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 have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Ian Mcillan
Signature
Date
3/16/2022

March 16, 2022
US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Ms. April Norton
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Woodland Church Road
Request for NWP 29, GC 4226 and Buffer Authorization
Sage Project #2021.105
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
On behalf of Derrick and Shinese Bennett (applicants), please find attached a complete application and
supplemental information requesting written concurrence from the US Army Corps of Engineers (USACE) that
the activities associated with the proposed development of the Messer Parcels (Project) may proceed under
Nationwide Permit (NWP) 29, General Certification 4256 (GC 4256) and buffer authorization.
Protect Purpose and Location
The overall project purpose is development of a residential subdivision. The +/16.82-acre tract is located +/- 0.33
mile south of the intersection of Bruce Garner Road and Woodland Church Road, in Wake Forest, Brassfield
Township, Granville County, NC. The coordinates of 36.0757°N, 78.5718°W generally correspond to the center
of the Site.
Project Detail
The proposed Project consists of the construction of a residential subdivision with associated roads and
driveways. Each lot will have an individual well and septic system.
Access to the Site will be provided via Woodland Church Road along the eatern property line. Heavy equipment
typically used for utility installation projects (e.g. backhoes, bulldozers, etc.) will be utilized.
A review of the NC Natural Heritage Program dated July 22, 2021, lists no federally listed T&E species on or
within 1.0-mile of the Site.
The Site itself is not listed as a historic property. There is one historic property located within 1.0 mile of the Site
based on a query of the North Carolina State Historic Preservation Office (NCSHPO) database. This property is
listed as "Study List Individual entry". Figure 4 depicts the locations of these properties in relation to the Site.
NCSHPO may have comments during the permitting process but their comments should not prohibit the proposed
activities on the Site.
Project History
The Site is undeveloped and contains forested areas along the drainages while the majority of the Site has been
logged recently and is in dense herbaceous and shrub cover. There are three structures on the evaluated site.
Evidence of past silvicultural operations on the Site include cleared areas visible in aerial imagery. Where it
exists, the tree canopy consists of mature pines and hardwood trees. The topography of the Site ranges from a
low point of +/- 400 feet above mean sea level (msl) at the middle southern property corner where the drainage
exits the Site, to a high point of +/- 450 feet msl in the northwestern corner of the Site. Surrounding areas are
mostly wooded with a few stand alone residences. A Pre -Jurisdictional Determination (PJD) was approved by
the USACE via email on January 11, 2022, and a NCDWR Buffer Determination letter was issued on January 7,
2022 (see attached).
Woodland Church Road Property Page 1 of 2

Avoidance and Minimization
Roads and lots were positioned to reduce impacts to streams and wetlands on the Site. The road crossings were
designed to cross perpendicular to the jurisdictional features. There are 0.123 acres of onsite wetlands of which
only 0.028 acres are proposed to be permanently impacted. There are 1,656 linear feet of stream onsite of which
only 230 linear feet are proposed to be permanently impacted. Construction fencing will be used to define the
construction corridor and prevent any accidental additional impacts, while silt fencing will be installed to provide
additional protection from runoff.
Protect Impacts
The are 0.028 acres of proposed permanent wetland impacts, 230 linear feet of proposed stream impacts, and
11,286 square feet of permanent proposed Zone 1 buffer impacts and 7,102 square feet of permanent proposed
Zone 2 buffer impacts.
Mitigation
Proposed stream impacts will be mitigated with stream credits from RES mitigation bank. Proposed wetland and
buffer impacts are below mitigation thresholds..
If you have any questions, please call me at [phone].
Sincerely,
Respectfully submitted:
„gt,(10,47
Sean Clark Ian McMillan
Sage Ecological Services, Inc. Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
PCN Cover Letter
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3-PJD Wetland Sketch Map
Figure 4-NCSHPO Map
NCNHP Database Report
Impact Map
ORM Upload Sheets
USACE PJD Approval
DWR Buffer Determination
RES Stream Mitigation SOA
Woodland Church Road Property Page 2 of 2

ECOLOGICAL
SERV4CES
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
Name: Derrick & Shinese Bennett
Address: P.O. Box 121
Garysburg, NC 27831
Phone:
Email: [e-mail]
Project Name/Description: Woodland Church Road Subdivision
Sage Project # 2021.105
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified
herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers
and Harbors Act of 1899. I also hereby designate and authorize Sage Ecological Services to act on my behalf as my
agent in the processing of permit applications, to furnish upon request supplemental information in support of
applications, etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
Notice: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by Sage staff. Please contact Sage to arrange a meeting
prior to visiting the site.
Derrick Bennett
BY: BY:
Print Name of Landowner or Signature of Landowner or
Legal Representative Legal Representative

Feature B
11 Project Study Area
Map Location
Person
USGS Topographic Map
Woodland Church Road Subdivision
Sage Project* 2021.105
Grissom, NC Quadrant
USGS Topo MapServer, 2021
Map Prepared by: K. Hamlin
July 22, 2021
0 500 1,000
•Feet
Figure 1
SAGE
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

F1 Project Study Area
1E
Feature B
Map Location
Vance
Person
Granville
Orange
Durham
Franklin
Feature A
NRCS Soil Survey Map
Woodland Church Road Subdivision
Sage Project* 2021.105
Granville County Soil Survey, 1997
Sheet #16, Grissom
Map Prepared by: K. Hamlin
July 22, 2021
0 500 1,000
Feet
Figure 2
SAGE
ECOLOGICAL
�ERVIC ES
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

l� Project Study Area
Roads
1' Contour
Map Location
Wetland & Stream Sketch Map
Woodland Church Road Subdivision
Sage Project* 2021.105
Map Prepared by: K. Hamlin
July 22, 2021
0 200 400
Feet
Figure 3
SAGE
ECOLOGICAL
SERVICES/
t I.V
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

'Batson Or
NCSHPO Data Download: 1/4/2022
http://www.ncdcr.gov
7.
Dr. G.T. Sikes
House - GV0507
[ Dr
Project Study Area
1-Mile Project Buffer
NCSHPO Status
Study List individual entry
c.ta"rn Slr Rd
Map Location
Person
Durham
Granville
Vance
Franklin
NCSHPO Map
Woodland Church Road Subdivision
Sage Project* 2021.105
Prepared by: K. Hamlin
January 10, 2022
Figure 4
ECOLOGICAL
;EP V ICES
Wake
0 1,000 2,000
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

• •n
rJ•• • NC DEPARTMENT OF
■umm NATURAL AND CULTURAL RESOURCES
• ••I
July 22, 2021
Sean Clark
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Woodland Church Road Subdivision 2021,105
Dear Sean Clark:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Walter Clark
Director, Division of Land and Water Stewardship
NCNHDE-15182
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one -mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near the project boundary, it does not imply or confirm their absence; the area may not have been
surveyed. The results of this query should not be substituted for field surveys where suitable habitat
exists. In the event that rare species are found within the project area, please contact the NCNHP so
that we may update our records.
Please also note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may also not be redistributed without
permission.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919.707.8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
® 121 W. JONES STREET. RALEIGH. NC 27603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 919.707.9120 • FAX [phone]

NCNHDE-15182: Woodland Church Road Subdivision
July 22, 2021
▪ Project Boundary
▪ Buffered Project Boundary
1:22,224
0 0.175 0.35
ti
0 0.3 0.6
0.7 mi
1.2 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, KadasterNL. Ordnance Survey, Esri Japan.
METI, Esri China (Hong Kong)., (c) OpenStreetMap contributors, and the GIS
User Community
Page 2 of 2

30,144 SF
0.69 AC
30,732 SF
0.71 AC
30,776 SF
0.71 AC
N/F
ROBERT GARNER
D.B.1126, PAGE 244 O
PIN #1824-46-7935 11
34,650 SF
0.80 AC
580 32,
LEGEND
OHW
SD
OHW
SD
�Y �Y W W •Y
35,183 SF
0.81 AC
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. ROAD CENTERLINE
EX. CHANNEL/STREAM
EX. STREAM BUFFER
EX. STREAM TOP -OF -BANK
EX. FENCE
EX. OVERHEAD ELECTRIC LINE
EX. STORM SEWER
EX. UNSUITABLE SOILS
EX. SHALLOW SUITABLE SOILS
EX. WETLAND
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. EASEMENT
50' R/W
29,921 SF
0.69 AC
30,851 SF
0.71 AC
33,766 SF
0.78 AC
1
35,544 SF
0.82 AC
S8to
EX. TELECOM
BOX
EX. ZONE 2 BUFFER
EX. STREAM
EX. ZONE 1 BUFFER
N 74 °44 5; E
EX. 50' FALLS LAKE
WATERSHED BUFFER
EX. POWER POLE TO
BE RELOCATED
EX. OVERHEAD ELECTRIC
LINE TO BE RELOCATED
EX. BUILDINGS TO
REMAIN
N/F
SONYA WILSON
D.B. 2000, PAGE 165
PIN #1824-67-3669
EX. ZONE 1 BUFFER
EX. ZONE 2 BUFFER
44,856 SF
1.03 AC
50' R/W
_ EX STREAM _
— ' — — TOP -OF -BANK (TYP.)
SEE SHEET EX-1
38,383 SF
0.88 AC
N/F
RACHEL Q NINE
D.B. 1665, PAGE 486
PIN# 1824-66-5722
I4
EX. WELL
N/F
TODD LEWIS AND PATRICIA LEWIS
D.B. 1758, PAGE 915
PIN #1824-65-6994
VICINITY MAP
EX. BUILDING TO BE
DEMOLISHED (TYP.)
350.44'
PROP. 30' X 50' SIGN
EASEMENT (TYP.)
EX. DRIVEWAY TO
BE ABANDONED
EX. 30' UTILITY
EASEMENT
PROP. 50'
LANDSCAPE BUFFER
EX. NON -JURISDICTIONAL
CHANNEL
S 87 °0456"
EX. POWER POLE TO
BE RELOCATED /
EX. 15' UTILITY
EASEMENT
/
/
CALL 48 HOURS BEFORE
YOU DIG
North 81
Carolina
www icB111.org
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
DESCRIPTION
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
60 30 0 60
SCALE: 1 INCH = 60 FEET
BY
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
PERMITTING EXHIBITS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
DATE:
02-14-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21024
IMPACT EXHIBIT
EX -KEY
SHEET 1 OF 3
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
325
324
325
324
RZMMZEZEZNEEM
LIPLI
I
NOTES
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. STORM SEWER
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. STREAM IMPACT
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON JULY 06, 2021.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN
DELINEATED BY SAGE ECOLOGICAL SERVICES AND
LOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH
GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL
TEMPORARILY IMPACTED FEATURES WITH NATIVE
VEGETATION.
IMPERMEABLE
DIKE
BASE FLOW + 1'
(2' MIN.)
WATER LEVEL
WORK
AREA
I —I I I-1 I I —I I I -I 1 I=
DIKE SECTION
NOTES:
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
IMPACT TABLE
STREAM &
BUFFER
IMPACTS
TEMPORARY*
PERMANENT**
STREAM "SB"
18 LF
118 LF***
ZONE I BUFFER (Al & A2)
1009 SF (A2)
6082 SF (A1)
ZONE II BUFFER (A3 & A4)
434 SF (A4)
3728 SF (A3)
WETLAND
IMPACTS
WETLAND WB-2
122 SF (WB-2)
1239 SF (WB-2)
*TEMPORARY IMPACTS INCLUDE UPSTREAM AND DOWNSTREAM AREAS WITHIN
THE DISTURBANCE LIMITS TO INSTALL PERIMETER EROSION CONTROLS AND WORK
AREA LIMITS FOR STREAM PUMP AROUND DURING CULVERT INSTALLATION
**PERMANENT IMPACTS INCLUDE GRADING, ROAD BASE INSTALLATION, AND ROAD
PAVING FOR PERMANENT ROADS, AND CULVERT/WINGWALL/RIP-RAP
INSTALLATION.
***OF THE PERMANENT IMPACTS LISTED, 93 LF ARE CULVERT IMPACTS, AND 25 LF
ARE WINGWALL AND RIP -RAP IMPACTS.
NOIJ VAD1D
410—
PROP. GRADE
PROP. ROADSIDE
DITCH
- A
EX. GRADE
PROP. CULVERT TO BE
BURIED 1' BELOW THE
EXISTING STREAM BED (TYP.)
39
r
0
0
—410
80 LF OF 60" CLASS IV RCP @ 1.77%
r
0
0
0
rn
rn
M
0+00
PROP. PRECAST
WING WALL (TYP.)
N
Q
r
rn
M
1+00
STATION
—400
395
Q
r
rn
co
1+75
STREAM
DIVERSION PUMP
INTAKE HOSE
FLOW
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
CLEAN WATER
IMPERVIOUS DIKE
(SEE DIKE SECTION)
CROSS SECTION A -A
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
PUMP
INTAKE HOSE
WORK AREA LENGTH
NOT TO EXCEED THAT
WHICH CAN BE COMPLETED
IN ONE DAY
PROP. IMPERVIOUS DIKE
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION OR
WINGWALL
FLOW
PROP. TEMPORARY ZONE II IMPACT (A4)
(49 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (A2) ,
(114 SQ. FT.)
PROP. RIP -RAP DISSIPATOR PAD
EX. STREAM "SB"
SECTION LINE A -A CUT
ALONG STREAM CENTERLINE
(SEE CROSS SECTION A -A)
EX. STREAM TOP
OF BANK (TYP.)
PROP. TEMPORARY
ZONE I IMPACT (A2)
(403 SQ. FT.)
PROP. TEMPORARY
ZONE II IMPACT (A4)
(135 SQ. FT.)
0
i
PROP. PERMANENT ZONE I IMPACT (A1)
(2,767 SQ. FT.)
\ PROP. PERMANENT ZONE II IMPACT (A3)
(1,523 SQ. FT.)
"
vcs
411
•
PROPOSED SILT FENCE
OUTLET (TYP.)
v
6
PROPOSED SILT FENCE (TYP.)
6
\
s� 40
sF,
9�
Ii
N
PROP. TEMPORARY ZONE II IMPACT (A4)
(178 SQ. FT.)
0
PROP. TEMPORARY ZONE I IMPACT (A2)
(303 SQ. FT.)
X.°
—399-
4004
401
PROP. OUTLET FROM
STORMWATER CONTROL MEASURE
/
/
PROP. 80 LF OF 60" CLASS IV RCP
W/ CONCRETE HEADWALLS
�99
411-
`, 09��
398, R,
°I'N\
LoLo
M
\\
\ 0,\\,
PROP. PERMANENT ZONE II IMPACT (A3)
(2,205 SQ. FT.)
Z
PROP. PERMANENT ZONE I IMPACT (A1)
(3,315 SQ. FT.)
PROP. PERMANENT
WETLAND IMPACT (WB-2)
(1,239 SQ. FT.)
PROP. TEMPORARY
WETLAND IMPACT (WB-2)
(122 SQ. FT.)
\
PROP. TEMPORARY ZONE II IMPACT (A4)
(72 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (A2)
(189 SQ. FT.)
■
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5 0 10
SCALE: 1 INCH = 10 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
11"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
PERMITTING EXHIBITS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
DATE:
SCALE:
DESIGNED BY:
APPROVED BY:
PROJECT NO.:
02-14-2022
AS SHOWN
FLM
FLM
21024
IMPACT EXHIBIT
PUMP AROUND DETAIL
NO SCALE
EX-1
SHEET 2 OF 3
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
325
324
325
324
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
RZMMZEZM PROP. STORM SEWER
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. STREAM IMPACT
LIPLI
NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON JULY 06, 2021.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN
DELINEATED BY SAGE ECOLOGICAL SERVICES AND
LOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH
GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL
TEMPORARILY IMPACTED FEATURES WITH NATIVE
VEGETATION.
IMPERMEABLE
DIKE
BASE FLOW + 1'
(2' MIN.)
WATER LEVEL
WORK
AREA
I —I I I-1 I I —I I I -I 1 I=
DIKE SECTION
NOTES:
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
IMPACT TABLE
STREAM &
BUFFER
IMPACTS
TEMPORARY*
PERMANENT**
STREAM "SA"
19 LF
112 LF***
ZONE I BUFFER (B1 & B2)
1226 SF (B2)
5407 SF (B1)
ZONE II BUFFER (B3 & B4)
742 SF (B4)
3374 SF (B3)
WETLAND
IMPACTS
WETLAND WA-2
4 SF (WA-2)
237 SF (WA-2)
*TEMPORARY IMPACTS INCLUDE UPSTREAM AND DOWNSTREAM AREAS WITHIN THE
DISTURBANCE LIMITS TO INSTALL PERIMETER EROSION CONTROLS AND WORK AREA
LIMITS FOR STREAM PUMP AROUND DURING CULVERT INSTALLATION
**PERMANENT IMPACTS INCLUDE GRADING, ROAD BASE INSTALLATION, AND ROAD
PAVING FOR PERMANENT ROADS, AND CULVERT/WINGWALL/RIP-RAP INSTALLATION.
***OF THE PERMANENT IMPACTS LISTED, 66 LF ARE CULVERT IMPACTS, AND 46 LF ARE
WINGWALL AND RIP -RAP IMPACTS.
NOIJ VAD1D
— PROP. ROADSIDE
DITCH
410—
400-
39
0
M
r
0
EX. GRADE
64 LF OF 54" CLASS IV RCP @ 2.40%
PROP. CULVERT TO BE
BURIED 1' BELOW THE
EXISTING STREAM BED (TYP.)
0
M
r
0
Sri
0
0+00
PROP. GRADE
PROP. 54" CULVERT
10
PROP. PRECAST
./\ WING WALL (TYP.)
1+00
STATION
—400
395
1+75
STREAM
DIVERSION PUMP
INTAKE HOSE
FLOW
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
CLEAN WATER
IMPERVIOUS DIKE
(SEE DIKE SECTION)
CROSS SECTION B-B
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
PUMP
INTAKE HOSE
WORK AREA LENGTH
NOT TO EXCEED THAT
WHICH CAN BE COMPLETED
IN ONE DAY
PROP. IMPERVIOUS DIKE
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION OR
WINGWALL
FLOW
SECTION LINE B-B CUT
ALONG STREAM CENTERLINE
(SEE CROSS SECTION B-B)
i
i
' PROP. TEMPORARY ZONE I IMPACT (B2)
(284 SQ. FT.)
i
i
i
PROPOSED SILT FENCE
OUTLET (TYP.)
PROPOSED SILT FENCE (TYP.)
PROP. TEMPORARY ZONE II IMPACT (B4)
(137 SQ. FT.)
CCNs
S /
PROP. PERMANENT ZONE II IMPACT (B3)
(1,925 SQ. FT.)
�O$
PROP. PERMANENT
WETLAND IMPACT (WA-2)
(237 SQ. FT.)
co
-77
-77
m
PROP. PERMANENT ZONE I IMPACT (B1)
(2,656 SQ. FT.)
4
PROP. TEMPORARY
ZONE II IMPACT (B4)
/ (273 SQ. FT.)
PROP. TEMPORARY WETLAND
IMPACT (WA-2)
(4 SQ. FT.)
l�\
PROP. TEMPORARY
ZONE I IMPACT (B2)
(344 SQ. FT.)
EX. STREAM TOP
OF BANK (TYP.)
0
0
11 0
EX. STREAM "SA"
©
coo a
r.
o
/6/
ccv
- 405
0
'sr
404
i
PROP. TEMPORARY ZONE I IMPACT (B2)
(360 SQ. FT.)
PROP. 72 LF OF 54" CLASS IV RCP
W/ CONCRETE HEADWALLS
7
jS
PROP. TEMPORARY ZONE II IMPACT (B4)
(169 SQ. FT.)
js
0\ \
js
c
PROP. PERMANENT ZONE II IMPACT (B3)
(1,449 SQ. FT.)
PROP. PERMANENT ZONE I IMPACT (B1)
(2,751 SQ. FT.)
PROPOSED 131 FT
OF STREAM IMPACTS
413
sF
PROP. TEMPORARY ZONE II IMPACT (B4)
(163 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (B2)
(238 SQ. FT.)
0)
a
PROP. RIP -RAP DISSIPATOR PAD
■
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5 0 10
SCALE: 1 INCH = 10 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
PERMITTING EXHIBITS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
DATE:
SCALE:
DESIGNED BY:
APPROVED BY:
PROJECT NO.:
02-14-2022
AS SHOWN
FLM
FLM
21024
IMPACT EXHIBIT
PUMP AROUND DETAIL
NO SCALE
EX-2
SHEET 3 OF 3
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

Waters_Name
Name Activity
West Prong New Light Creek
West Prong New Light Creek
West Prong New Light Creek
West Prong New Light Creek
West Prong New Light Creek
West Prong New Light Creek
West Prong New Light Creek
West Prong New Light Creek
WB2
WB2
WA2
WA2
SA
SA
SB
SB
Discharge of fill material
Discharge of fill material
Discharge of fill material
Discharge of fill material
Discharge of fill material
Discharge of fill material
Discharge of fill material
Discharge of fill material

Resource_Type Permanent_Lossl Impact_Durationl Amount_Type
Amount_Units
Initially_Proposed_L
ength
Non -Tidal Wetland YES Permanent Fill Area Acres
Non -Tidal Wetland NO Temporary Fill Area Acres
Non -Tidal Wetland YES Permanent Fill Area Acres
Non -Tidal Wetland NO Temporary Fill Area Acres
River/Stream YES Permanent Fill Area Square Feet 118
River/Stream NO Temporary Fill Area Square Feet 18
River/Stream YES Permanent Fill Area Square Feet 112
River/Stream NO Temporary Fill Area Square Feet 19

In itially_Proposed_ In itially_Proposed_ IProposed_L1 Proposed_ Proposed_ Authorized_ Authorized_
Width I Amount ength Width I Amount Length I Width
0.028
0.003
0.005
0.001
6
6
6
6

Authorized_
Amount
Debits I Notes

Sean Clark
From: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, January 11, 2022 11:29 AM
To: Cory Darnell
Cc: Sean Clark
Subject: SAW-2021-02598 (Woodland Church Road Subdivision) PJD Concurrence
Attachments: SAW-2021-02598 Wetland and Stream Sketch Map.pdf
Dear Cory Darnell,
Reference is made to Corps Action ID: SAW-2021-02598. Please reference this number on any correspondence regarding
this action.
We have reviewed the information provided by you concerning the aquatic resources, and by copy of this e-mail, are
confirming that the aquatic resources delineation has been verified by the Corps to be a sufficiently accurate and
reliable representation of the location and extent of aquatic resources within the identified review area. The location
and extent of these aquatic resources are shown on the delineation map entitled, "Wetland and Stream Sketch Map"
and dated 8/12/2021.
Regulatory Guidance Letter (RGL) 16-01 https://usace.contentdm.ocic.org/utils/getfile/collection/p16021co119/id/1256
provides guidance for Jurisdictional Determinations (JD) and states, "The Corps generally does not issue a JD of any type
where no JD has been requested." Currently, we are only verifying the delineation. This delineation may be relied upon
for use in the permit evaluation process, including determining compensatory mitigation. This verification does not
address nor include any consideration for geographic jurisdiction on aquatic resources and shall not be interpreted as
such.
This delineation verification is not an Approved Jurisdictional Determination (AJD) and is not an appealable action under
the Regulatory Program Administrative Appeal Process (33 CFR Part 331). However, you may request an AJD, which is an
appealable action.
If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an Approved Jurisdictional Determination (AJD)
please respond accordingly, otherwise nothing further is required and we will not provide any additional
documentation.
**Due to workload volume, it may take 90 - 120 days or more for the issuance of a standalone JD; however, you may use
the delineation for planning and permitting purposes.
Thank you,
April Norton
April R. Norton
Regulatory Division
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
Email: [e-mail]
1

Map Location
Person
Vance
Grenville
Orange • Franklin
Wake
=Project Study Area
O Data Form
O Flag
Wetlands
Intermittent Stream - Jurisdictional, Subject to Riparian Buffers
—Perennial Stream - Jurisdictional, Subject to Riparian Buffers
Culvert
1' Contour
Wetland & Stream Sketch Map
Woodland Church Road Subdivision Ni
Sage Project # 2021.105
Map Prepared by: K. Hamlin
August 12, 2021
125 250
Feet
Figure 3
SAGE
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

ROY COOPER
Governor
ELIZABETH S. RISER
Secretary
S. DANIEL SMITH
Director
Bennett, Derrick & Shinese
PO Box 121
Garysburg, NC 27831
NORTH CAROLINA
Environmental Quality
January 7t, 2022
Subject: Buffer Determination Letter
NBRRO #21-459
Granville County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0714)
❑ Tar -Pamlico (15A NCAC 2B .0734)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
❑ Intermittent/Perennial Determination (where local
buffer ordinances apply)
Project Name:
Address/Location:
Stream(s):
Woodland Church Road Property
1155, 1161, 1169 Woodland Church Rd., Wake Forest, NC
West Prong New Light Creek
(1
Determination Date: 1/6/2022
•
Stream
Feature
E/UP(t)
Not
Subject(2)
Subject
Start @
Stp@
Soil
Survey
USGS
Topo
A
X
Off project
boundary
Feature B
X
X
B
X
Subject throughout project boundary
X
C
X
X
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond impacts are still subject to applicable water quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Granville County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional office 13800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

Woodland Church Road Property
Granville County
1/7/2022
Page 2 of 2
scale. Each feature that is checked"Not Subject"has been determined to not be an intermittent stream,perennial
stream,a pond connected to a stream feature,or the feature is determined not to be present. Stream features that are
checked"Subject"have been located on the property and possess characteristics that qualify it to be subject to the
buffer rules. There may be other streams located on the property that do not show up on the maps referenced above
and are therefore not subject to the buffer rules. However,if the stream features are present on the tract they are
subject to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A
NCAC 02B and may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five(5)years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty(60)days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: do Paul Wojoski;DWR
—401&Buffer Permitting Unit;1617 Mail Service Center;Raleigh,NC 2 769 9-1 61 7. If sending via delivery
service(UPS,FedEx,etc.):Paul Wojoski;DWR—401&Buffer Permitting Unit;512 N.Salisbury Street;
Raleigh,NC 27604.
This determination is final and binding unless,as detailed above,an appeal is requested within sixty(60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers(Raleigh Regulatory Field Office)at(919)-554-4884.
If you have questions regarding this determination,please feel free to contact Josh Brigham at(919)791-4251.
Sincerely,
re__ Scott Vinson,Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office,Division of Water Resources,NCDEQ
cc: RRO DWR File Copy
Laserfiche
Consultant via email,Sean Clark,Sage Ecological Services,[e-mail]
Ec
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh,North Carolina 27699-1628
919.791.4200

Woodland Church Road Property
Granville County, NC-DWR Project # 21-459
NRCS Soil Survey Sheet 16
Granville Co., NC 1997
Legend:
-project boundary
Base map provided by Sage
Ecological
:: Locations are approximate
and are provided for refer-
ence only ::
t

Woodland Church Road Property
Granville County, NC-DWR Project # 21-459
Feature A, Subject
USGS Topographical Map
Grissom Quadrangle 2019
Legend:
-Project boundary
INS
Base map provided by Sage
Ecological
:: Locations are approximate
and are provided for refer-
ence only ::
t
a

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability February 17, 2022
U.S. Army Corps of Engineers
April Norton
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Woodland Church Road
This document confirms that Derrick and Shinese Bennett (Applicant) for the Woodland Church Road
(Project) has expressed an interest to utilize 460.00 Stream Mitigation Credits from the EBX-Neuse
sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically 460.00 stream credits
from the Meadow Spring Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I,
LLC, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1055 or [e-mail].
Best Regards,
Amy Staley
Resource Environmental Solutions, LLC
701 E. Bay Street, Suite 306
Charleston, SC 29403