HomeMy WebLinkAbout20201546 Ver 2_ePCN Application_20210319
219 Station Road, Suite 101 | Wilmington, NC 28405
t: 910.256.9277 | www.withersravenel.com | License No. C‐0832
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington
March 19, 2021
US Army Corps of Engineers NC‐Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
Ms. April Norton Mr. Paul Wojoski
3331 Heritage Trade Drive 1617 Mail Service Center
Suite 105 Raleigh, NC 27699
Wake Forest, NC 27587
Re: Hatcher Creek Subdivision ‐ NWP 29 PCN Submittal
Oxford, Granville County
USACE AID: SAW‐2020‐01434
NCDWR Proj #20201546
WR Project #03200058.03
Dear Ms. Norton and Mr. Wojoski,
On behalf of Hatcher Creek, LLC., we are requesting authorization from the USACE to use NWP
29 for 0.257 acres of permanent wetland impacts and 0.077 acres of temporary wetland impacts
for construction of the proposed Hatcher Creek Subdivision project. We are also requesting a 401
WQC from NCDWR for these impacts. Please note that there are no proposed impacts to the
onsite Tar‐Pam Riparian Buffers, and therefore a Riparian Buffer Authorization is not required.
The project is ±51.5 acres in size and is located at on the west side of Lewis Street (US 15 Hwy),
approximately 0.5 miles north of the intersection of Lewis Street and Forest Service Road in
Oxford, Granville County (Latitude: 36.284112°N; Longitude: ‐78.609576°W). The project is
located on the following two parcels:
PIN: 191204524624 ‐ ±15.1 acres
PIN: 191204524936 ‐ ±41.15 acres
Access to the project will be located within a platted 50ft Cross Access Easement within PIN:
191204620985.
The project is located in the Tar‐Pamlico River basin (HUC: 03020101) and onsite waters drain to
Fishing Creek (Stream Index: 28‐11a; Classification: C;NSW).
Proposed Project
The purpose of the proposed project is to construct a residential subdivision to meet the existing
and growing demand for residential housing in Granville County. The project consists of
construction of a mixed density residential development, containing multi‐family apartments,
attached townhomes and single‐family homes, as well internal roads, stormwater management,
utilities (water/sewer) and a community pool amenity center. The project consists of construction
of the following:
Hatcher Creek Subdivision – Oxford, Granville Co.
Page 2 of 5
12 apartment buildings with a total of 288 Units (576 Bedrooms), clubhouse and
playground
108 townhomes
28 single family homes and
Construction of infrastructure, including internal access roads, sidewalks, parking for
apartment site, utilities, stormwater management, internal gravity sewer, a pump station
and force main
A community pool/amenity site within the townhome phase and clubhouse and
playground in the apartment phase.
The project will be constructed using traditional commercial construction equipment and
techniques.
Project History
WithersRavenel completed a formal delineation for the project area in March & May 2020. The
attached Wetland/Buffer Delineation Exhibit depicts the results of the delineation. A Preliminary
JD Request was submitted to the USACE on 2/20/2021. In an email dated 3/4/2021, April Norton
with the USACE concurred with the delineation (SAW‐2020‐01434). A copy of the email from
April Norton has been attached to this application. Please note that we are not requesting issuance
of a PJD in conjunction with issuance of the NWP 29.
The only depicted stream within the project area on the USGS Quad or Granville County Soil
Survey is Fishing Creek, which is subject to Tar‐Pam Riparian Buffers. Since buffer subjectivity for
Fishing Creek is conceded, a formal buffer determination from NCDWR was not requested.
WithersRavenel previously submitted an NWP 29 application, dated 12/18/2021 for this project.
After the NWP 29 application was submitted, the City of Oxford notified the applicant that there
was not sufficient available sewer capacity within the pump station at Walmart on Lewis Street to
service the proposed project. A redesign of the project was necessary to address the issues with
sewer capacity. In an email dated 1/20/2021, WR withdrew the NWP 29 application. The site
plan was designed to include a pump station and sewer force main which will connect directly to
the existing force main along Lewis Street.
The current NWP 29 application reflects the revised impacts as a result of redesign of the
proposed project.
WithersRavenel submitted a the NCDWR Pre‐Filing Meeting Request on 10/21/2020 and
received an email dated 11/21/2020 notifying us that a pre‐filing meeting was not needed.
Therefore, the requirement for requesting a pre‐filing meeting under 40 CFR Part 121 for 401
Certifications in accordance with the federal Clean Water Act have been satisfied. Copies of the
Pre‐Filing Meeting Request form and email notification that a pre‐filing meeting was not required
have been attached to this application.
Proposed Impacts
The proposed impacts consist of 0.257 acres of permanent wetland impacts and 0.077 acres of
temporary wetland impacts.
Hatcher Creek Subdivision – Oxford, Granville Co.
Page 3 of 5
Construction of the internal roads will result in a total of 0.109 acres of permanent wetland
impacts. The remaining 0.148 acres of permanent wetland impacts will result from site fill for
construction of the apartment complex, single family lots and community pool/amenity center.
There are no proposed impacts to Tar‐Pam Riparian Buffers associated with Fishing Creek.
The onsite wetlands consist of linear wetlands within natural crenulations very high up the slope
which do not contain streams. The primary source of hydrology for the onsite wetlands is surface
runoff from adjacent uplands. The terrain of the project site consists of a ridge running east to
west through the center of the site which slopes to the north and south. The topography is steep,
with the site dropping from elevation 460’ in the center of the site to elevation 428’ to the south
and elevation 426’ to the north along Fishing Creek, resulting in a general 4% slope.
The construction of Main Blvd for project access from Lewis Street will result in the 0.053 acres
of permanent impacts (Impact 3) to Wetland D.
Construction of Apartment Building 1 will result in 0.027 acres of permanent wetland impacts
(Impact 4) to Wetland D.
Construction of building containing Townhome Units 67‐72 will result in 0.044 acres of permanent
wetland impacts (Impact 1) to Wetland A. As previously mentioned, the topography of the site is
steep, and a 15‐ft tall retaining wall is necessary to stabilize site fill for the apartment site to bring
grades to elevation 450’. While a small area of Wetland A will remain south of the retaining wall,
this area has been included as a permanent impact due to indirect secondary impacts resulting
from fragmentation of Wetland A, as well as the stormwater management system eliminating the
source of hydrology due to runoff being directed away from Wetland A and into the stormwater
management system for treatment.
The construction of the access roads to lots 1‐17 within the single‐family residential phase of the
project will result in 0.056 acres of permanent impacts (Impact 6) to Wetland C. Additionally, the
construction of the cul‐de‐sac for access to Lots 21‐24 will result in 0.020 acres of permanent
wetland impacts (Impact 10) to Wetland C. The construction of single‐family Lot 6 will result in
0.058 acres of permanent wetland impacts (Impact 7).
The proposed community pool/amenity center within the single‐family residential portion of the
project will result in 0.019 acres of permanent wetland impacts (Impact 2) to Wetland B. The
impacts are necessary for the backslopes necessary to tie fill for the pool amenity to natural grade.
The topography in this area is very steep, dropping from 445’ to 440’ with a slope of 6%. The
backslopes have been designed at a 3:1 slope to minimize impacts.
In order to connect to the proposed pump station and force main, the gravity sewer line must cross
Wetland B, resulting in 0.045 acres of temporary wetland impacts (Impact 3A) within the
permanent easement and 0.032 acres of temporary wetland impacts (Impact 3B) for temporary
construction access during installation of the sewer line. There are no proposed wetland impacts
for the pump station or force main.
The perpetual mowing/maintenance of the 30‐ft easement will result in 0.045 acres of permanent
wetland conversion impacts. The temporarily impacted wetlands during construction of the sewer
will be restored to pre‐construction grades and seeded with rye grass to provide temporary
stabilization until revegetation with native vegetation permanently stabilizes these areas. The
temporarily impacted wetlands within the temporary construction easement will not be
maintained and will be allowed to return to forested wetlands.
Hatcher Creek Subdivision – Oxford, Granville Co.
Page 4 of 5
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and “waters” could be minimized. Due to the locations of the wetlands
within the project site, wetland impacts could not be avoided. The site plan has been designed to
avoid impacts to Fishing Creek and its associated 50’ riparian buffer.
The previous project drawings (dated 10/14/2020) submitted with the previous NWP 29
application was redesigned to address the sewer capacity issue and minimize wetland impacts.
Specifically, the single‐family phase of the project was completely designed to eliminate the
circular road and instead utilized two roads with cul‐de‐sacs. This redesign reduced the total single
family lots from 38 lots to 28 lots, which is a loss of 10 lots. Additionally, the townhome phase
was redesigned reducing the total lots from 110 lots to 108 lots, which is a loss of 2 lots. The
previously submitted impact maps have been attached to this application.
The previously submitted site plan proposed 0.313 acres of permanent wetland impacts. The
revised site plan proposes 0.257 acres of permanent wetland impacts, resulting in a minimization
of 0.056 acres of permanent wetland impacts.
The redesign of the road and lot layout within the single‐family phase of the project results in a
loss of 10 lots and minimization of wetland impacts. The construction of Lot 6 will result in 0.058
acres of wetland impacts and is critical to the financial feasibility of the proposed project. The loss
of 10 single‐family lots and 2 single family lots, along with the additional expense for construction
of the pump station and force main have increased the per lot cost for the project. Lot 6 is needed
to offset these additional costs.
Permanent wetland impacts for construction of the pool/amenity center (Impact 2) within the
single family residential was minimized by designing 3:1 backslopes to transition site fill to natural
grade.
The Main Blvd road wetland crossing (Impact 3) has been designed to minimize impacts to Wetland
D by using 3:1 backslopes to transition road fill to natural grade.
The construction of Apartment Building 1 will result in permanent impact to the remaining 0.027
acres of Wetland D (Impact 4). The hydrology of Wetland D is provided entirely from upland
runoff, with little to no influence from groundwater fluctuations. If direct impacts were avoided,
the surrounding development would direct all runoff from the built upon area away from the
remnants of Wetland D and into the stormwater management system, thereby eliminating the
primary source of hydrology. Without sufficient upland runoff to maintain the existing wetland
hydrology conditions, the remnants of Wetland D would be secondarily impacted and eventually
convert to uplands. The integrity and long‐term viability of the remnants of Wetland D could not
be maintained in the post‐development condition. It was determined that the functional value of
the remnants of Wetland D would be better served through provision of mitigation in a regional
mitigation bank, and therefore the applicant is proposing to impact this wetland area for
construction of Apartment Building 1.
The proposed design of the access roads and cul‐de‐sacs within the single‐family residential will
are necessary to access developable uplands. The proposed wetland impacts have been minimized
by restricting impacts to the upper extents of Wetland C where the wetlands are very narrow,
linear wetlands.
Hatcher Creek Subdivision – Oxford, Granville Co.
Page 5 of 5
Access during construction will occur from uplands. Silt fencing will be installed around all
disturbed areas to prevent loss of sediment into adjacent waters.
Mitigation
The applicant proposes to mitigate for the proposed 0.257 acres of permanent wetland impacts at
a 2:1 ratio, resulting in the provision of 0.514 acres of riparian wetland mitigation. WithersRavenel
checked with private mitigation banks within the 03020101 basin, and there was no riparian
wetland mitigation available. Therefore, the applicant proposes to purchase the 0.514 acres of
riparian wetland mitigation through the NCDCM ILF program. A copy of the NCDMS Letter of
Acceptance has attached to this application.
The current request is for 0.257 acres of permanent wetland impacts and 0.077 acres of
temporary wetland impacts (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely
WithersRavenel
Troy Beasley
Senior Environmental Scientist
Attachments:
Agent Authorization
NCDWR Pre‐Filing Meeting Request Documentation
Parcel/Owner Information
Wetland/Buffer Delineation Exhibit
USGS Quad Exhibits
Granville County Soil Survey
USACE Delineation Concurrence Email
NCDMS Letter of Acceptance
NCNHP Project Review Letter
USFWS T&E List for Granville County
Previously Submitted Impact Maps (10/14/2020)
Diffuse Flow Info
Impact Exhibits (3/19/2021)
DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201546
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Central Office - (919) 707-9000
Information for Initial Review
1a. Name of project:
Hatcher Creek Subdivision
1a. Who is the Primary Contact?*
Troy Beasley
1b. Primary Contact Email:*
tbeasley@Wthersravenel.com
Date Submitted
3/19/2021
Nearest Body of Water
Fishing Creek (Stream Index 28-11a)
Basin
Tar -Pamlico
Water Classification
C;NSW
Site Coordinates
Latitude:
36.284112
Pre -Filing Meeting Information
ID#
20201546
Pre -fling Meeting or Request Date*
10/21/2020
Longitude:
-78.609576
Attach documentation of Pre -Filing Meeting Request here:*
EMAIL Pre -Filing Meeting Not Needed_2020-11-21.pdf
DWR Pre -Filing Meeting Request Form submitted 2020-10-21.pdf
A. Processing Information
Version#*
2
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Rick Trone:eads\rvtrone
1c. Primary Contact Phone:*
(910)509-6512
Version
1
26.24KB
50.39KB
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
Please provide the date of the previous submission.*
12/18/2021
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Ild. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
IF Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
Ile. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
f 401 Water Quality Certification - E)press
F Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
Hatcher Creek Subdivision Acceptance Letter_2020-12-04.pdf
1 h. Is the project located in any of NC's twenty coastal counties?
r Yes f• No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
7 Owner W Applicant (other than owner)
Ile. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Hatcher Creek, LLC
2b. Deed book and page no.:
Book: 01762; Page: 0763
295.83KB
*
r Yes r No
r Yes r No
2c. Responsible party:
William Wynn - Manager
2d.Address
Street Address
2550 Capitol Drive
Address Line 2
Suite 105
City
Creedmoor
Postal / Zip Code
27522
2e. Telephone Number:
(919)730-4788
2g. Email Address:*
bill@whwynnholdings.com
2a. Name(s) on recorded deed:
Addyson Qualified Opportunity Fund, LLC
2b. Deed book and page no.:
Book:01762;Page:0331
2c. Responsible party:
William Wynn - Manager
2d.Address
Street Address
2550 Capitol Drive
Address Line 2
Suite 105
City
Creedmoor
Postal / Zip Code
27522
2e. Telephone Number:
(910)730-4788
2g. Email Address:*
bill@whvvynnholdings.com
3. Applicant Information (if different from owner)
3a. Name:
William Wynn
3b. Business Name:
Hatcher Creek, LLC
3c.Address
Street Address
2550 Capitol Drive
Address Line 2
Suite 105
City
Creedmoor
Postal / Zip Code
27522
3d. Telephone Number:
(910)730-4788
3f. Email Address:*
bill@whwynnholdings.com
4. Agent/Consultant (if applicable)
4a. Name:
Troy Beasley
4b. Business Name:
WithersRavenel
State / Province / Pagion
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
3e. Fax Number:
4c.Address
Street Address
219 Station Road
Address Line 2
Suite 101
City
Slate / Fnwince / Pagion
Wilmington
NC
Postal / Zip Code
Country
28405
USA
4d. Telephone Number: 4e. Fax Number:
(910)509-6512
4f. Email Address:*
tbeasley@Wthersravenel.com
Agent Authorization Letter*
Signed Agent Authorization_Hatcher Creek-Addyson.pdf 1.39MB
SIGNED_Agent Authorization —Hatcher Creek LLC.pdf 358.51 KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Oxford
Project Identification
2a. Property Identification Number:
191204524624 & 191204524936
2c. Project Address
Street Address
Located west of Lewis Street (US 15 Hwy), south of Fishing Creek
Address Line 2
City
Oxford
Postal / Zip Code
27565
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Fishing Creek (Stream Index: 28-11a)
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201010201
4. Project Description and History
2b. Property size:
51.5 acres
Slate / Rmince / Pagion
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 project currently consists of undeveloped woodlands, and is bordered to the north by Fishing Creek. The general land use in the vicinity consists of a mbdure of undeveloped land,
commercial and residential land use.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes IT No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Quads-2019.pdf 528.19KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Granville Co Soil Survey.pdf 1.59MB
4f. List the total estimated acreage of all existing wetlands on the property:
1.34 acres
4g. List the total estimated linear feet of all existing streams on the property:
1,080 If
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential subdivision to meet the existing and growing demand for residential housing in Granville County.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project consists of construction of a mixed density residential development, containing multi -family apartments, attached townhomes and single-family homes, as well internal roads,
stormwater management, utilities (water/sewer) and a community pool amenity center. The project consists of construction of the following:
12 apartment buildings with a total of 288 Units (576 Bedrooms), clubhouse and playground
108 townhomes
• 28 single family homes and
Construction of infrastructure, including internal access roads, sidewalks, parking for apartment
site, utilities, stormwater management, internal gravity sewer, a pump station and force main
• A community pool/amenity site within the townhome phase and clubhouse and playground in
the apartment phase.
The project will be constructed using traditional commercial construction equipment and techniques.
4j. Please upload project drawings for the proposed project.
Wetland Impact Maps_2021-03-19.pdf 940.3KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
r No
Comments:
WithersRavenel completed a formal delineation for the project area in March & May 2020. The
attached Wetland/Buffer Delineation Exhibit depicts the results of the delineation. A Preliminary JD
Request was submitted to the USACE on 2/20/2021. In an email dated 3/4/2021, April Norton with
the USACE concurred with the delineation. A copy of the email from April Norton has been attached
to this application. Please note that we are not requesting issuance of a PJD in conjunction with
issuance of the NWP 29.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r^ Not Verified r Unknown r N/A
Corps AID Number:
SAW-2020-01434
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Alyssa Ricci & Troy Beasley
Agency/Consultant Company: WithersRavenel
Other:
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
In an email dated 3/4/2021, April Norton with the USACE concurred with the delineation (SAW-2020-01434). A copy of the email from April Norton has been attached to this application.
Please note that we are not requesting issuance of a PJD in conjunction with issuance of the NWP 29.
5d1. Jurisdictional determination upload
USACE Delineation Concurrence Email_2021-03-04.pdf 2.65MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
The multi -family apartment complex and townhomes will be constructed in the first phase, with the single family residential being constructed as the second phase. However, all impacts
necessary to construct the entire proposed project are included in this application.
D. Proposed Impacts Inventory u
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries ❑ Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.
2d. W. name *
2e. Forested*
F2fTpe ofdicition*(?)
area*
Im act 1
P
Retaining Wall/Site Filllp
9
Headwater Forest
Wetland A
Yes
Both
0.044
(acres)
Im act 2 P
GradingP
Headwater Forest
Wetland B
Yes
Both
0.019
(acres)
Im act 3A P
Sewer CrossingT
Headwater Forest
He
Wetland B
Yes
Both
0.045
(acres)
Im act 3B
P
Temp Construction
P
T
Headwater Forest
Wetland B
Yes
Both
0.032
Access
(acres)
Impact 4
Road Crossing
P
Headwater Forest
Wetland D
Yes
Both
0.053
(acres)
Impact 5
Site Fill
P
Headwater Forest
Wetland D
Yes
Both
0.027
(acres)
Im act 6 P
Road CrossingP
Headwater Forest
Wetland C
Yes
Both
0.056
(acres)
Im act 7
P
Lot Fill
P
Headwater Forest
Wetland C
Yes
Both
0.058
(acres)
2g. Total Temporary Wetland Impact
0.077
2g. Total Wetland Impact
0.334
2h. Comments:
See PCN Cover Letter for more info on impacts
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.257
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed impacts consist of 0.257 acres of permanent wetland impacts and 0.077 acres of temporary wetland impacts
Construction of the internal roads will result in a total of 0.109 acres of permanent wetland impacts. The remaining 0.148 acres of permanent wetland
impacts will result from site fill for construction of the apartment complex, single family lots and community pool/amenity center. There are no proposed
impacts to Tar -Pam Riparian Buffers associated with Fishing Creek.
The onsite wetlands consist of linear wetlands within natural crenulations very high up the slope which do not contain streams. The primary source of
hydrology for the onsite wetlands is surface runoff from adjacent uplands. The terrain of the project site consists of a ridge running east to west
through the center of the site which slopes to the north and south. The topography is steep, with the site dropping from elevation 460' in the center of
the site to elevation 428' to the south and elevation 426' to the north along Fishing Creek, resulting in a general 4 % slope.
The construction of Main Blvd for project access from Lewis Street will result in the 0.053 acres of permanent impacts (Impact 3) to Wetland D.
Construction of Apartment Building 1 will result in 0.027 acres of permanent wetland impacts (Impact 4) to Wetland D.
Construction of building containing Townhome Units 67-72 will result in 0.044 acres of permanent wetland impacts (Impact 1) to Wetland A. As
previously mentioned, the topography of the site is steep, and a 15-ft tall retaining wall is necessary to stabilize site fill for the apartment site to bring
grades to elevation 450'. While a small area of Wetland A will remain south of the retaining wall, this area has been included as a permanent impact
due to indirect secondary impacts resulting from fragmentation of Wetland A, as well as the stormwater management system eliminating the source of
hydrology due to runoff being directed away from Wetland A and into the stormwater management system for treatment.
The construction of the access roads to lots 1-17 within the single-family residential phase of the project will result in 0.056 acres of permanent
impacts (Impact 6) to Wetland C. Additionally, the construction of the cul-de-sac for access to Lots 21-24 will result in 0.020 acres of permanent
wetland impacts (Impact 10) to Wetland C. The construction of single-family Lot 6 will result in 0.058 acres of permanent wetland impacts (Impact 7)
The proposed community pool/amenity center within the single-family residential portion of the project will result in 0.019 acres of permanent wetland
impacts (Impact 2) to Wetland B. The impacts are necessary for the backslopes necessary to tie fill for the pool amenity to natural grade. The
topography in this area is very steep, dropping from 445' to 440' with a slope of 6%. The backslopes have been designed at a 3:1 slope to minimize
impacts.
In order to connect to the proposed pump station and force main, the gravity sewer line must cross Wetland B, resulting in 0.045 acres of temporary
wetland impacts (Impact 3A) within the permanent easement and 0.032 acres of temporary wetland impacts (Impact 3B) for temporary construction
access during installation of the sewer line. There are no proposed wetland impacts for the pump station or force main.
The perpetual mowing/maintenance of the 30-ft easement will result in 0.045 acres of permanent wetland conversion impacts. The temporarily
impacted wetlands during construction of the sewer will be restored to pre -construction grades and seeded with rye grass to provide temporary
stabilization until revegetation with native vegetation permanently stabilizes these areas. The temporarily impacted wetlands within the temporary
construction easement will not be maintained and will be allowed to return to forested wetlands.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Silt fencing will be installed around all disturbed areas prior to construction. Access during construction will be within uplands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
r DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
r Mitigation bank W Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
(linear feet)
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
4c. If using stream mitigation, what is the stream temperature:
4e. Riparian wetland mitigation requested:
(acres)
0.514
4g. Coastal (tidal) wetland mitigation requested:
(acres)
4h. Comments
The applicant proposes to mitigate for the proposed 0.257 acres of permanent wetland impacts at a 2:1 ratio, resulting in the provision of 0.514 acres
of riparian wetland mitigation. WithersRavenel checked with private mitigation banks within the 03020101 basin, and there was no riparian wetland
mitigation available. Therefore, the applicant proposes to purchase the 0.514 acres of riparian wetland mitigation through the NCDCM ILF program. A
copy of the NCDMS Letter of Acceptance has attached to this application.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
i— Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
W Other SCM that removes minimum 30% nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
17 Local Government r State
Local Government Stormwater Programs
,P Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of O)dord
Comments:
The stormwater management plan consists of two wet detention SCMs which will provide 30% nitrogen removal and therefore diffuse flow is not required. The stormwater management
plan will be reviewed and approved by the City of O:dord as the certified municipality.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
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)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
There are no future phases of the proposed project and is not anticipated to result in additional development. Anyadditional development in the
vicinity of the proposed project will be required to meet federal, state and local regulations in order to prevent impact to nearby downstream water
quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
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.
Onsite sewer will connect to the City of Oxford's sanitary sewer system for collection and treatment in their W WTP.
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
WR reviewed the NC Natural Heritage Program database, located at https://ncnhde.natureserve.org/, as well as NCNHP GIS data to identify if there
were any known occurrences of endangered species on or near the proposed project. The review of the NHP data did not identify any recent
occurrences of federally listed threatened or endangered species or critical habitat on the subject property or within 1.0 miles of the project, see
attached NCNHP project review letter dated 12/15/2020.
Site reviews did not identify any potential habitat for bald eagle, harperella or smooth coneflower.
The project site is within the known range of the Carolina madtom, Neuse River waterdog, Atlantic pigtoe, dwarf wedgemussel and yellow lance.
Fishing Creek, which runs along the northern property boundary and Hatchers Run, located offsite to the south were considered potential habitat for
Atlantic pigtoe, dwarfwedgemussel and yellow lance, however targeted surveys were not conducted to determine presence/absence of these species.
Fishing Creek and Hatchers Run is too small to be considered potential habitat for Carolina madtom and Neuse River waterdog.
The proposed project does not propose any impacts to Fishing Creek. All proposed impacts are to wetlands within linear crenulations which drain to
Fishing Creek. The project has been designed with a sediment and erosion control plan which will prevent sediment from escaping into Fishing Creek
during construction. Additionally, the proposed SCMs will outfall within wetlands which will provide additional water quality treatment and sediment
removal before reaching Fishing Creek and Hatchers Run. It should also be noted that the 50' riparian buffer along Fishing Creek will remain
undisturbed.
Therefore, the proposed project will not adversely affect potential habitat for Atlantic pigtoe, dwarf wedgemussel and yellow lance within Fishing Creek
and Hatchers Run, and therefore the proposed project will not adversely affect federally listed species.
Consultation Documentation Upload
NCNHP Project Review Review Letter_2020-12-16.pdf 197.52KB
USFWS T&E List for Granville Co_2020-07-17.pdf 138.78KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
WR reviewed the NOAA Essential Fish Habitat online mapper, located at: http://mm.habitat.noaa.gov/protection/efh/efhmapper/indexhtml and
determined that there are no waters classified as EFH in Granville County.
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?*
t^ Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
WR reviewed the NC State Historic Preservation Office's online database, located at: http://gis.ncdcr.gov/hpoveb/, to determine if there were any
known historic or cultural resources within or in the vicinity of the proposed project. The database review did not identify any known resources within or
immediately adjacent to the proposed project.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
Be. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
Be. What source(s) did you use to make the floodplain determination?*
www.ncfloodmaps.com
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Cover Letter. pdf
Parcel -Owner Info.pdf
Previously Submitted Wetland Impact Maps_2020-10-14.pdf
Wetland -Buffer Delineation Exhibit.pdf
Signature
*
W By checking the box and signing below, I certify that:
126.12KB
365.75KB
2.86MB
579.16KB
• 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 INC 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:
Troy Beasley
Signature
Date
3/19/2021
U
PIN: 191204524936 - 41.15 ACRESADDYSON QUALIFIED OPPORTUNITY FUND, LLC1696 HAYES ROADCREEDMOOR, NC 27522BOOK: 01768; PAGE: 0331PIN: 191204524624 - 15.10 ACRESHATCHER CREEK, LLC2550 CAPITOL ROADCREEDMOOR, NC 27522BOOK: 01762; PAGE: 076350' ACCESS EASEMENT LOCATED ON:PIN:191204620985SHIELD DEVELOPMENT, LLC7320 SIX FORKS ROADSUITE 100RALEIGH, NC 276151 inch = 300 ft.GRAPHIC SCALE0 150 300HATCHER CREEK PARCEL/OWNER EXHIBITOXFORDGRANVILLE COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | Surveyors
LEWISLEWISLEWISPIN: 191204524624
Parcels
Centerlines
Lot Lines
Hydro
Easements
granville_nc_anno
12/16/2020, 12:30:51 PM
0 0.09 0.180.04 mi
0 0.1 0.20.05 km
1:4,800
Granville County, State of North Carolina DOT, Esri, HERE, Garmin, USGS, NGA, EPA, USDA, NPS | Granville County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS |
December 4, 2020
Bill Wynn
Hatcher Creek LLC
2550 Capitol Drive, Suite 105
Creedmoor, NC 27522 Expiration of Acceptance: 6/4/2021
Project: Hatcher Creek Subdivision County: Granville
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(8-digit HUC) Impact Type Impact Quantity
Tar-Pamlico 03020101 Riparian Wetland 0.313
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov.
Sincerely,
FOR James. B Stanfill
Asset Management Supervisor
cc: Troy Beasley, agent
10WithersRavenet
Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Addyson Qualified Opportunity Fund, LLC (Client) does hereby
appoint WithersRavenel. Inc. as his, her, or it's agent for the purpose of petitioning the
appropriate local, state and federal environmental regulatory agencies (US Army Corps of
Engineers, NC Division of Water Quality, NC Division of Coastal Management, local
municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite
jurisdictional areas (wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation
and submittal of appropriate environmental permit applications/requests for Lot 4 (t36.42
acres) located west of Lewis Road in Oxford. NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Date: 10
Signature of Client:
(Name - Print) (Title)
(Signature)
Tel. (919)-469-3340 q J sa cb lul W r. , S(t.%2 / o S
Mailing Address
CMe Jrn0or, N c, 9-95a a
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t: 919.469.3340 I f: 919.467.6008 I www.withersravenel.com I License No. C-0832
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AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Hatcher Creek. LLC (Client) does hereby appoint WithersRavenet.
Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and
federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of
Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review
and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface
waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for Lot 3 (±14.55 acres) located west of Lewis
Road in Oxford. NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone:
WithersRavenet, Inc.
115 MacKenan Drive
Cary, NC 27511
Date: �' l �' a09 15
Signature of Client:
()l1 IIZaurh R-Wyrr 11'lem�rer/iYlnna�—
(Name - Print) (Title)
(Signature)
Tel. (919)-469-3340 (R556 GPT-IQ I &. . to iw S
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City State Zip
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Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Hatcher Creek. LLC (Client) does hereby appoint WithersRavenel.
Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and
federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of
Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review
and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface
waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the ±51-acre Hatcher Creek Subdivision
Project, located on Lewis Road in Oxford. Granville County, NC. The Project consists of the
following two Parcels:
• PIN:191204524624 - ±15.10 acres
• PIN:191204524936 - ±41.15 acres
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Date: 1 c� - -1 - ao
Signature of Client:
(Name - Print) (Title)
(Signature)
Tel. (919)-469-3340 c2 Ssb rap -461 Dr. Sut4e �dS
Mailing Address
Cree60 my4- ILL 02 25 a a
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Phone: �I_I - L 30 -q-78�
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PROJECT LOCATION
HATCHER CREEK USGS QUAD (2019) - OXFORD
OXFORD GRANVILLE COUNTY NORTH CAROLINA
1 inch = 2000 ft.
GRAPHIC SCALE
0 1000 2000
WithersRavenel
Engineers | Planners | Surveyors
PROJECT BOUNDARY
HATCHER CREEK USGS QUAD (2019) - OXFORD
OXFORD GRANVILLE COUNTY NORTH CAROLINA
1 inch = 500 ft.
GRAPHIC SCALE
0 250 500
WithersRavenel
Engineers | Planners | Surveyors
PROJECT BOUNDARY
HATCHER CREEK GRANVILLE CO. SOIL SURVEY (1997)
OXFORD GRANVILLE COUNTY NORTH CAROLINA
1 inch = 500 ft.
GRAPHIC SCALE
0 250 500
WithersRavenel
Engineers | Planners | SurveyorsSHEET 10
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W:\20\20-0050\200058-Hatcher Creek\CAD\Exhibits\Wetland Impact Maps\200058-Hatcher Creek Wetland Impact Maps.dwg- Friday, March 19, 2021 3:29:51 PM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | Surveyors200058.003/19/2021AS NOTEDOXFORDNORTH CAROLINAWRTMGHATCHER CREEKGRAPHIC SCALE
1 inch = 200 ft.
200 0 100 200 400
SCM 1
WETPOND AOVERALL WETLANDIMPACT MAPSCM 2
WETPOND
VICINITY MAP
1" = 4,000'
SITESITE
MAP A
MAP B1
MAP D
MAP C
WETLAND IMPACT SUMMARY
MAP IMPACT #PERMANENT
WETLAND IMPACT
A 1 0.044 AC (1,914 SF)
C 4 0.053 AC (2,297 SF)
5 0.026 AC (1,156 SF)
B1 2 0.019 AC (834 SF)
D 6 0.056 AC (2,460 SF)
7 0.059 AC (2,563 SF)
TOTALS 0.257 AC (11,224 SF)
MAP B2
50' TAR-PAM BUFFER
ROAD AROAD A
ROAD C
ROAD B
ROAD DROAD A
MAIN BOULEV
A
R
D
ROUTE 15B2 3A 0.045 AC (1,943 SF)
3B -
TEMPORARY
WETLAND IMPACT
-
-
-
-
-
-
0.077 AC (3,337 SF)
0.032 AC (1,394 SF)
-
PUMP STATION
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W:\20\20-0050\200058-Hatcher Creek\CAD\Exhibits\Wetland Impact Maps\Wetland Impact Areas.dwg- Friday, March 19, 2021 3:00:24 PM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | Surveyors200058.003/19/2021AS NOTEDOXFORDNORTH CAROLINAWRTMGHATCHER CREEKGRAPHIC SCALE
1 inch = 20 ft.
20 0 10 20 40 AIMPACT #1WETLAND A
IMPACT #1
PERMANENT WETLAND IMPACT
0.044 AC (1,914 SF)
IMPACT LEGEND
PERMANENT WETLAND
IMPACT - OTHER
PROPOSED
RETAINING
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0 430435440445450453453452
452
1
2
3
4
5
6
7
8
9
10
11
12
WETLAND B
IMPACT #2
PERMANENT WETLAND IMPACT
0.019 AC (834 SF)W:\20\20-0050\200058-Hatcher Creek\CAD\Exhibits\Wetland Impact Maps\Wetland Impact Areas.dwg- Friday, March 19, 2021 3:00:52 PM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | Surveyors200058.003/19/2021AS NOTEDOXFORDNORTH CAROLINAWRTMGHATCHER CREEKGRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 B1IMPACT #2 IMPACT LEGEND
PERMANENT WETLAND
IMPACT - OTHER
POOL
/AMENITY SITE
SCM 1
WETPOND
WWWWWWWWWFM
FM
FMFM
FM
FMSSSSSSSSSSSSSS
SS
SS
SS SS
SS
SS
SSSS4404404354304
3
0
43
5
43
5
43
0 430435440445450430435435430429
430 431
4
4
0
4
3
5
4
3
0
445
450
455
455 45449
50
51
52
53
W:\20\20-0050\200058-Hatcher Creek\CAD\Exhibits\Wetland Impact Maps\Wetland Impact Areas.dwg- Friday, March 19, 2021 3:01:33 PM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | Surveyors200058.003/19/2021AS NOTEDOXFORDNORTH CAROLINAWRTMGHATCHER CREEKGRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 B2IMPACT #3A & 3BWETLAND B
SCM 1
WETPOND
IMPACT #3A
TEMPORARY WETLAND IMPACT
SEWER CROSSING
0.045 AC (1,943 SF)
IMPACT #3B
TEMPORARY WETLAND IMPACT
TEMP CONSTRUCTION ACCESS
0.032 AC (1,394 SF)
IMPACT LEGEND
TEMPORARY WETLAND
IMPACT - OTHER
PUMP STATION
W
W
W
W
W
W
W
W
W
WWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
WWWWWWWWWWWWWWSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSWWWWWWWW445
444
445
444
446
447
45
0
45
1
449450
4
5
1
4
5
2453
447
450
448
449
450
450450450450450451451451451450449451450451452453450451450
45
0
450
451452
451452453BUILDING 1
BUILDING 11
UBHOUSE
W:\20\20-0050\200058-Hatcher Creek\CAD\Exhibits\Wetland Impact Maps\Wetland Impact Areas.dwg- Friday, March 19, 2021 3:02:04 PM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | Surveyors200058.003/19/2021AS NOTEDOXFORDNORTH CAROLINAWRTMGHATCHER CREEKWETLAND D
GRAPHIC SCALE
1 inch = 40 ft.
40 0 20 40 80 CIMPACT #4 & 5IMPACT #5
PERMANENT WETLAND IMPACT
0.027 AC (1,156 SF)
IMPACT LEGEND
PERMANENT WETLAND
IMPACT - ROAD
IMPACT #4
PERMANENT WETLAND IMPACT
0.053 AC (2,297 SF)PERMANENT WETLAND
IMPACT - OTHER
WWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSS452453W:\20\20-0050\200058-Hatcher Creek\CAD\Exhibits\Wetland Impact Maps\Wetland Impact Areas.dwg- Friday, March 19, 2021 3:02:35 PM - GARRICH, TOMNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | Surveyors200058.003/19/2021AS NOTEDOXFORDNORTH CAROLINAWRTMGHATCHER CREEKGRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 DIMPACT #6 & 7WETLAND C
IMPACT LEGEND
PERMANENT WETLAND
IMPACT - ROAD
IMPACT #6
PERMANENT WETLAND IMPACT
0.056 AC (2,460 SF)
PERMANENT WETLAND
IMPACT - OTHER
IMPACT #7
PERMANENT WETLAND IMPACT
0.058 AC (2,563 SF)
WETLAND C
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12LOT 13
LOT 14
LOT 15
LOT 16LOT 17
LOT 18
LOT 19
LOT 20
TOPSOILSUBSOILC 8" GRAVITYY SEWERDETAILTYPICAL BURIED GRAVITY SEWER MAINWETLAND CROSSINGNOTES:1. THE MIXING OF TOPSOIL AND SUBSOILS ALONG HEADER LANES AND GRAVITY SEWERMAINS WITHIN WETLAND AREAS SHALL BE MINIMIZED TO THE GREATEST EXTENTPRACTICAL. TOPSOIL EXCAVATED FROM PIPE TRENCHES WILL BE PILED SEPARATELYFROM SUBSOILS AND WILL BE BACKFILLED INTO THE PIPE TRENCH ONLY AFTER ALLSUBSOILS HAVE BEEN PLACED AND COMPACTED.2. GENERAL STRIPPING OF TOPSOIL ALONG THE GRAVITY SEWER EASEMENT IS NOTPERMITTED.3. ALL PERISHABLE MATERIALS INCLUDING TREES, STUMPS AND LARGE ROOTS SHALL BEREMOVED WITHIN THE CLEARED AND GRUBBED AREA. NO STUMPS OR OTHER WOODYGROWTH WILL REMAIN IN THE CLEARED AREA. FINE LITTER SUCH AS PINE NEEDLES,SMALL TWIGS, ETC. SHOULD BE LEFT WHERE POSSIBLE AS A MULCH TO PROTECT THESOIL.4. DISTURBED WETLANDS WITHIN SEWER CORRIDOR WILL BE PLANTED WITH A WETLANDSEED MIX AS SPECIFIED IN PLANTING DETAILS IN CONSTRUCTION PLANS.TOPSOILSUBSOIL60'-0" CLEARING30'-0" CLEARINGC PIPELLWETLANDSWithersRavenel219 Station Road, Suite 101 | Wilmington, NC 28405 | t: 910-256-9277 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsOxfordGranville CountyNorth CarolinaHATCHER CREEKTYPICAL BURIED GRAVITY SEWERMAIN WETLAND CROSSING DETAIL
From:Norton, April R CIV USARMY CESAW (USA)
To:Ricci, Alyssa
Subject:Hatcher Creek Development / SAW-2020-01434 / Granville County / PJD Concurrence
Date:Thursday, March 4, 2021 1:26:38 PM
Attachments:Hatcher Creek PJD Request Wetland Delineation Exhibit.pdf
Hi Alyssa,
A site visit for the subject project is not necessary. I concur with the delineation within the red
outlined “Review Area” on the attached “Wetland Delineation Exhibit." However, if you would like to
schedule a date to review the aquatic resources, please let me know.
Due to workload volume it may take 90 - 120 days for the issuance of a standalone Jurisdictional
Determination (JD); however, you may use the delineation for planning and permitting purposes.
The Action Identification Number for this project is SAW-2020-01434. I have attached the “Wetland
Delineation Exhibit” for reference.
Please let me know if you have any questions/concerns.
Thanks,
April
---
April R. Norton
Regulatory Division
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: (919) 554-4884, Ext. 57
Fax: (919) 562-0421
Email: April.R.Norton@usace.army.mil
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NCNHDE-13521
December 16, 2020
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: Hatcher Creek Subdivision; 03200058.30
Dear Troy Beasley:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butler@ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Hatcher Creek Subdivision
Project No. 03200058.30
December 16, 2020
NCNHDE-13521
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Dragonfly or
Damselfly
33700 Macromia margarita Mountain River Cruiser 1987-06-06 H 4-Low ---Significantly
Rare
G3 S2?
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Oxford Tobacco Research Station NC Department of Agriculture, Research
Stations Division
State
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on December 16, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3
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Page 3 of 3
Endangered Species, Threatened Species, and Candidate Species,
Granville County, North Carolina
Updated: 07-17-2020
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Carolina madtom Range by Basin
Noturus furiosus
ARS
Current
Neuse River waterdog Range by
Necturus lewisi
ARS
Current
basin
Invertebrate:
Atlantic pigtoe Range by Basin
Fusconaia masoni
ARS
Current
Brook floater
Alasmidonta varicosa
ARS
Current
Chowanoke crayfish
Orconectes virginiensis
ARS
Obscure
Dwarf wedgemussel Range by
Alasmidonta heterodon
E
Current
basin
Green floater
Lasmigona subviridis
ARS
Current
Yellow lance Range by basin
Elliptio lanceolata
T
Current
Vascular Plant:
Harperella
Ptilimnium nodosum
E
Current
Smooth coneflower
Echinacea laevigata
E
Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "C V candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered
Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species;
although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting
species proposed for listing.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA)_
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws.goy/n igratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A))_
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - Based on NC Natural Heritage Program information, this taxon is considered to be extant in the
county.
Historical - Based on NC Natural Heritage Program information, this taxon is considered to be historical in the
county, meaning that all recorded occurrences are either extirpated, have not been found in recent surveys, or
have not been surveyed recently enough to be confident they are still present.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
US HWY 15WETLAND B
WETLAND D
50' TAR PAMLICO RIPARIAN BUFFERS
PROJECT BOUNDARY
WETLAND A
STREAM 2
ORIGINATES OFFSITE
NOT SUBJECT TO
BUFFERS
WETLAND C
STREAM 1
FISHING CREEK
PERENNIAL
SUBJECT TO 50' TAR-PAM
RIPARIAN BUFFERS
HATCHERS RUN
PERENNIAL (OFFSITE)
SUBJECT TO 50' TAR-PAM
RIPARIAN BUFFERS
Checked By
Designer
Drawn By
Scale
Date
Job No.
Sheet No.HATCHER CREEK WETLAND/BUFFER DELINEATION EXHIBIT 1
OXFORD GRANVILLE COUNTY NORTH CAROLINA
1 inch = 250 ft.
GRAPHIC SCALE
0 125 250
WithersRavenel
Engineers | Planners | Surveyors
NOTES:
1) WETLAND/BUFFER DELINEATION PERFORMED BY WR ON 03/03/2020 & 05/06/2020.
2) WETLAND/STREAM/BUFFER/FEMA LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION,
GRANVILLE CO. GIS DATA AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON TAR PAMLICO RIVER BASIN BUFFER RULES.
4) DELINEATION VERIFIED BY USACE VIA DESKTOP DETERMINATION ON 3/4/2021 (SAW-2020-01434).