20191629 Ver 1_PCN Form Submission_20191125

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 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?*
G Yes r No
Change only if needed.
BIMS # Assigned
20191629
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Public Sewer Extension via Lowe's
1a. Who is the Primary Contact?*
Mr. Travis Spicer
1b. Primary Contact Email:*
travis.j. spicer@I owes. com
Date Submitted
11/25/2019
Nearest Body of Water
Basal Creek & unnamed tributary of Basal Creek
Basin
Neuse
Water Classification
B, NSW (Basal Creek)
Site Coordinates
Latitude:
35.626907
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.835753
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)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
V

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):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
le. 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:
r 401 Water Quality Certification - E)iress
V 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
Lowe's of Holly Springs - BMU SOA 11-18-2019.pdf
Lowe's of Holly Springs SOA 11-18-2019.pdf
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
O Yes O No
B. Applicant Information
1d. Who is applying for the permit?
r Owner 9 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Brayton Park LLC
2b. Deed book and page no.:
008202-01702
2c. Responsible party:
2d.Address
Street Address
740 Loch Highlands Drive
Address Line 2
City
Raleigh
Postal / Zip Ode
27606
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Guy J. Page/Lula Page Heirs
2b. Deed book and page no.:
006606-00623
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
155.39KB
528.45KB
r Yes r No
r Yes r No

2c. Responsible party:
2d.Address
Street Address
PO Box340866
Address Line 2
city
Brooklyn
Postal / Zip Code
11234
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
James Franklin Kenney Trustee
2b. Deed book and page no.:
012796-02783
2c. Responsible party
2d.Address
Street Address
172 Mooring Buoy
Address tine 2
city
Hilton Head Island
Postal / Zip Code
29928
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Mr. Travis Spicer
3b. Business Name:
Lowe's Home Centers, LLC
3c.Address
Street Address
1605 Curtis Bridge Road
Address tine 2
city
N. Wilkesboro
Postal / Zip (ode
28697
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Matt Bramblett, PE
4b. Business Name:
Hart & Hickman, PC
4c.Address
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
State / Province / legion
SC
Country
USA
21'. Fax Number:
State / Ravine / legion
NC
Country
USA
3e. Fax Number:

Street Address
2923 S. Tryon Street
Address tine 2
Suite 100
aty
Charlotte
Rbstal / Zip Code
28203
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Certification of Authorization -signed 4.3.19.pdf
Slate / Province / Region
NC
Country
USA
4e. Fax Number:
86.56KB
C. Project Information and Prior Project History C"U
1. Project Information
1b. Subdivision name:
(d appropnate)
1c. Nearest municipality/ town:
Holly Springs
2. Project Identification
2a. Property Identification Number:
0648736743, 0948837205, & 0648837540
2c. Project Address
Street Address
Piney Grove Wilbon Road
Address tine 2
CKY
Holly Springs
Fbstal / Zip Code
27540
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Basal Creek & unnamed tributary of Basal Creek
3b. Water Resources Classification of nearest receiving water:*
B; NSW (Basal Creek)
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010901
4. Project Description and History
2b. Property size:
10.5
State / Province / legion
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 consists of an existing sanitary sewer easement along with undeveloped land located adjacent to the easement. Three additional easements epst in the surrounding area
including overhead utility lines and an underground petroleum line. Residential properties are also present surrounding the Site. Please note that the project is occurring within a
permanent easement owned and operated by the Town of Folly Springs. Please also note that a previously permitted force main currently emsts within the easement, which is within the
area of this proposed sewer line extension. An 8-inch force main was constructed in association with the Wildwood Subdivision located adjacent to the east of the Site in order to
connect the pump station to Piney Grove Wilbon Road (SAW-2013-01755).
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G 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)
Figure 1.pdf
366.88KB
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)
Soil Survey.pdf 3.45MB
4f. List the total estimated acreage of all existing wetlands on the property:

5.47
4g. List the total estimated linear feet of all existing streams on the property
2,956
4h. Explain the purpose of the proposed project:*
The project involves the installation of an additional 8-inch force main sanitary sewer line and a 16-inch gravity sanitary sewer line within the extsting permanent easement. This public
sewer line installation is required by the Town of Folly Springs to increase sewer capacity to support the Lowe's of Folly Springs project located along Ralph Stephens Road and other
development in the area.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The sanitary sewer installation will be conducted using open -cut trench techniques with heavy equipment.
4j. Please upload project drawings for the proposed project.
12 IMPACT PLAN.pdf 1.31MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
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:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Dan McCauley
Agency/Consultant Company: Hart & Hickman, PC
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Mr. James Lastinger of USACE made an office determination and concurred with the delineation as submitted on 5/21/19. H&H met with Mr. Ray Milosh of DEQ DWR on 5/13119 for a
buffer determination site review (NBRRO #19-130).
5d1. Jurisdictional determination upload
RE_ Lowe's Home Centers LLC Sewer Line Extension - Holly Springs.pdf 18.51 KB
Determination Letter NBRRO #19-130.pdf 3.02MB
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?
[D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
W Buffers
a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
-li
VAA Conversion P Bottomland Hardwood Forest ]W.tlandA: Yes Corps 0.156
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.156
2h. Comments:
2g. Total Permanent Wetland Impact
0.156

The wetland impact involves the conversion of a forested wetland into a maintained utility corridor. In accordance with the USACE Wilmington District
Regional Conditions, a permanently maintained corridor along a utility right-of-way within a forested wetland is considered a permanent impact.
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1 Open -cut trench Temporary Other Basal Creek(SCB) Perennial Corps 87
Average (feet) (linearfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
31. Total temporary stream impacts:
0
87
3i. Total stream and ditch impacts:
87
3j. Comments:
The temporary stream impact involves an open -cut trench to install the sewer lines. Upon completion of the sewer line installation, the stream will be
restored to pre -construction conditions.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
17 Meuse
r Tar -Pamlico
r Catawba
r Randleman
r Goose Creek
r Jordan Lake
r Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Conversion to maintained corridor
P
Basal Creek
Yes
2,004
6,142
Open -cut trench
T
Basal Creek
No
2,178
610
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 2,178.00 610.00
Zone 1
Zone 2
Total Permanent impacts: 2,004.00
6,142.00
Zone 1
Zone 2
Total combined buffer impacts: 4,182.00 6,752.00
61. Comments:
Permanent impacts to the buffer are located in forested areas that will be converted to a maintained corridor. Temporary impacts to the buffer are
located in areas of emergent vegetation that will be restored to pre -construction conditions after construction.
Supporting Documentation
12 IMPACT PLAN.pdf 1.31MB
E. Impact Justification and Mitigation v
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:

Avoidance
The proposed project is located within a 40-foot permanent sanitary sewer easement with a 10-foot temporary construction easement located east of
Piney Grove Wilbon Road in Holly Springs, Wake County, North Carolina. The easement is located on three tax parcels (Parcel #s 0648736743,
0948837205, and 0648837540). The easement is owned and operated by the Town of Holly Springs.
H&H reviewed State and Federal Threatened and Endangered Species databases for the Site and conducted a screening survey of the Site and
surrounding area for Federal Threatened and Endangered Species, and none were identified. H&H also reviewed the National Registry of Historic
Places (NRHP) for Sites located in Wake County, North Carolina; the North Carolina State Historic Preservation Office (NC SHPO) GIS viewer; and the
Site and surrounding area via visual reconnaissance for the potential presence of historic, cultural, and/or archeological sites. No recorded sites were
noted on or adjacent to the Site. No structures were observed on -Site. H&H requested comment on the Site from the United States Fish and Wildlife
Service (FWS), North Carolina Wildlife Resources Commission (WRC), and NC SHPO. Agency responses are included in Appendix D.
The easement and area of proposed sewer installation avoid the majority of the water resources within the vicinity of the Site. Wetland 'B', Wetland 'C',
and Stream Channel 'A' along with the riparian buffers of Stream Channel WWII be completely avoided by the project.
Minimization
To minimize Site impacts, the proposed Site plan was designed to avoid Waters of the US to the maximum extent practicable. The sewer line
installation is fully located within a permanent easement and temporary construction easement that are located outside the majority of the water
resources within its vicinity. Of the 5.47 acres of wetlands on -Site, the developer is proposing to impact only 0.156 acre of wetlands. In accordance
with the USACE Wilmington District Regional Conditions, the wetland impact involves the conversion of a forested wetland into a maintained utility
corridor, which is considered a permanent impact. Furthermore, of the 2,956 linear feet of streams located on -Site, the sewer developer is proposing
to temporarily impact only 87 linear feet of stream. The sewer lines will be installed using open -cut trench techniques within the stream and throughout
the easement, and the stream will be restored to pre -construction conditions and contours upon the completion of the installation.
In addition, during installation, good erosion and sediment control practices will be followed. Extensive silt fencing will be used on the construction
easement perimeter and along stream and wetland boundaries.
Mitigation
In accordance with the USACE Wilmington District Regional Conditions for Nationwide Permit #12, mitigation is required for the conversion of forested
wetland into permanently maintained utility corridors for impacts greater than 0.1 acre of wetlands. Due to the planned conversion impacts of 0.156
acre of wetlands, compensatory mitigation is proposed in the form of purchasing mitigation banks from an approved private mitigation bank. A North
Carolina Wetland Assessment Method (WAM) form has been completed for Wetland 'A', where the conversion impacts are proposed. The WAM form
is included in Appendix F. The WAM rating for Wetland 'A' is medium quality. Because Wetland 'A' is of medium quality, a mitigation ratio of 2:1 is
proposed. Therefore, the developer proposes to purchase a total of 0.32 wetland mitigation credits from the Falling Creek Stream and Wetland
Mitigation Bank.
According to the Table of Uses of the Neuse Buffer Rule, non -electric utility line perpendicular crossings that disturb greater than 40 linear feet but
equal to or less than 150 linear feet of riparian buffer with a maintenance corridor greater than 10 feet in width is allowable with mitigation. Due to the
planned permanent impacts of 2,003.76 square feet to Zone 1 and 6,141.96 square feet to Zone 2 of the riparian buffer, compensatory stream buffer
mitigation is proposed in the form of purchasing mitigation credits from an approved private mitigation bank. At a 3:1 ratio for Zone 1 Buffer impacts,
the developer is proposing to purchase a total of 6,011.28 Zone 1 Buffer mitigation credits from the Wolfe Mitigation Bank. At a ratio of 1.5:1 for Zone
2 Buffer impacts, the developer is proposing to purchase a total of 9,212.94 Zone 2 Buffer mitigation credits from the Wolfe Mitigation Bank.
Due to the temporary nature of the stream impact, compensatory stream mitigation is not proposed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:

Avoidance
The proposed project is located within a 40-foot permanent sanitary sewer easement with a 10-foot temporary construction easement located east of
Piney Grove Wilbon Road in Holly Springs, Wake County, North Carolina. The easement is located on three tax parcels (Parcel #s 0648736743,
0948837205, and 0648837540). The easement is owned and operated by the Town of Holly Springs.
H&H reviewed State and Federal Threatened and Endangered Species databases for the Site and conducted a screening survey of the Site and
surrounding area for Federal Threatened and Endangered Species, and none were identified. H&H also reviewed the National Registry of Historic
Places (NRHP) for Sites located in Wake County, North Carolina; the North Carolina State Historic Preservation Office (NC SHPO) GIS viewer; and the
Site and surrounding area via visual reconnaissance for the potential presence of historic, cultural, and/or archeological sites. No recorded sites were
noted on or adjacent to the Site. No structures were observed on -Site. H&H requested comment on the Site from the United States Fish and Wildlife
Service (FWS), North Carolina Wildlife Resources Commission (WRC), and NC SHPO. Agency responses are included in Appendix D.
The easement and area of proposed sewer installation avoid the majority of the water resources within the vicinity of the Site. Wetland 'B', Wetland 'C',
and Stream Channel 'A' along with the riparian buffers of Stream Channel WWII be completely avoided by the project.
Minimization
To minimize Site impacts, the proposed Site plan was designed to avoid Waters of the US to the maximum extent practicable. The sewer line
installation is fully located within a permanent easement and temporary construction easement that are located outside the majority of the water
resources within its vicinity. Of the 5.47 acres of wetlands on -Site, the developer is proposing to impact only 0.156 acre of wetlands. In accordance
with the USACE Wilmington District Regional Conditions, the wetland impact involves the conversion of a forested wetland into a maintained utility
corridor, which is considered a permanent impact. Furthermore, of the 2,956 linear feet of streams located on -Site, the sewer developer is proposing
to temporarily impact only 87 linear feet of stream. The sewer lines will be installed using open -cut trench techniques within the stream and throughout
the easement, and the stream will be restored to pre -construction conditions and contours upon the completion of the installation.
In addition, during installation, good erosion and sediment control practices will be followed. Extensive silt fencing will be used on the construction
easement perimeter and along stream and wetland boundaries.
Mitigation
In accordance with the USACE Wilmington District Regional Conditions for Nationwide Permit #12, mitigation is required for the conversion of forested
wetland into permanently maintained utility corridors for impacts greater than 0.1 acre of wetlands. Due to the planned conversion impacts of 0.156
acre of wetlands, compensatory mitigation is proposed in the form of purchasing mitigation banks from an approved private mitigation bank. A North
Carolina Wetland Assessment Method (WAM) form has been completed for Wetland 'A', where the conversion impacts are proposed. The WAM form
is included in Appendix F. The WAM rating for Wetland 'A' is medium quality. Because Wetland 'A' is of medium quality, a mitigation ratio of 2:1 is
proposed. Therefore, the developer proposes to purchase a total of 0.32 wetland mitigation credits from the Falling Creek Stream and Wetland
Mitigation Bank.
According to the Table of Uses of the Neuse Buffer Rule, non -electric utility line perpendicular crossings that disturb greater than 40 linear feet but
equal to or less than 150 linear feet of riparian buffer with a maintenance corridor greater than 10 feet in width is allowable with mitigation. Due to the
planned permanent impacts of 2,003.76 square feet to Zone 1 and 6,141.96 square feet to Zone 2 of the riparian buffer, compensatory stream buffer
mitigation is proposed in the form of purchasing mitigation credits from an approved private mitigation bank. At a 3:1 ratio for Zone 1 Buffer impacts,
the developer is proposing to purchase a total of 6,011.28 Zone 1 Buffer mitigation credits from the Wolfe Mitigation Bank. At a ratio of 1.5:1 for Zone
2 Buffer impacts, the developer is proposing to purchase a total of 9,212.94 Zone 2 Buffer mitigation credits from the Wolfe Mitigation Bank.
Due to the temporary nature of the stream impact, compensatory stream mitigation is not proposed.
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):
W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Wolfe Mitigation Bank (buffer credits) & Falling Creek Stream & Wetland Mitigation Bank (wetland
credits)
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.32
Riparian buffer 15224.22
Attach Receipt and/or letter
Lowe's of Holly Springs - BMU SOA 11-18-2019.pdf
Lowe's of Holly Springs SOA 11-18-2019.pdf
155.39KB
528.45KB
3c. Comments
The applicant proposes a 2:1 mitigation ratio for impacts to the wetland that involve permanent conversion to a maintained corridor.
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.

r Yes r No
6b. If yes, then identifythe square feet of impact.
6c. Reason for impact
6d. Total impact
(square feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
Conversion to maintained corridor
2,004
3
6,012
Zone 2 Conversion to maintained corridor 6,142 1.5 9,213
6f. Total buffer mitigation required
15225
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
Lowe's of Holly Springs - BMU SOA 11-18-2019.pdf 155.39KB
6j. Comments:
The applicant proposes payment into the Wolfe Mitigation Bank.
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?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r 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 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
The project does not require a Stormwater Management Plan because no new impervious area is proposed and the project is limited to only underground infrastructure.
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
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No
Comments:
The public sewer installation project will be funded by the Town of Holly Springs and Lowe's Home Centers, LLC.
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.
The project is in accordance with a requirement from the Town of Holly Springs. Additional phases and/or impacts to Waters of the US are not planned
or proposed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes f- 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)?'
(- Yes r No
(- Unknown
51. 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?
DEQ Natural Heritage Program, Fish & Wildlife Service online databases, and on -Site reconnaissance.
Consultation Documentation Upload
20190917_LTRSNi_Ellis _Bramblett_Hart&Hickman-HollySpringsSewerProject.pdf
179.36KB
Final USFWS Letter.pdf
1.37MB
Final WRC Letter.pdf
1.38MB
NCWRC Scoping_Hart&Hickman_ Piney Grove Sewer Wake County.pdf
92.79KB
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?*
http://vmw.habitat.noaa.gov/protection/efh/efhmapper/
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The National Registry of Historic Places, NC State Historic Preservation Office databases, and on -Site reconnaissance.
7c. Historic or Prehistoric Information Upload
ER 19-2628.pdf 96.56KB
Final SHPO Letter.pdf 1.53MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*

FEMA Flood Insurance Rate Map #3720064800J
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
W By checking the box and signing below, I certify that:
• 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:
Danielle C. Clark
Signature
Date
11/25/2019
u

Agent Certification of Authorization
I, , representing the prospective developer of the approximate 2,500-
foot sanitary sewer line extension located northeast of Bayham Drive and east of Piney Grove-
Wilbon Road which is represented by portions of Parcel Numbers 0648736743, 0648837205, and
0648837540 in Holly Springs, Wake County, North Carolina, certify that I have authorized Hart
& Hickman, PC to act on prospective developer’s behalf and take all actions necessary to the
processing, issuance, and acceptance of a Preliminary Jurisdictional Determination and 401/404
permitting for this property.
Prospective Developer’s Signature Agent’s Signature
Name/Title: Matt Bramblett
Company: Hart & Hickman, PC
3-29-19
Date Date
Travis Spicer
Travis Spicer/Dir. Const. and Dev
Lowe's Home Centers, LLC
4.3.19
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
SITE MAP: APEX, NC 2002
TITLE
PROJECT
SITE LOCATION MAP
SEWER LINE EXTENSION
PINEY GROVE WILBON ROAD
HOLLY SPRINGS, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
03-20-19 0
1FAK-120
SITE
SCA
SCB
EPHEMERAL DRAINAGE
2923 South Tryon Street, Ste. 100
Charlotte, North Carolina 28203
704-586-0007 (p) 704-586-0373 (f)
License # C-1269 / #C-245 Geology
SOIL SURVEY MAP
PROPOSED SEWER LINE EXTENSION
PINEY GROVE WILBON ROAD
HOLLY SPRINGS, NORTH CAROLINA
DATE: 5-7-19
JOB NO. FAK-120
REVISION NO. 0
FIGURE NO. 2
PROJECT
TITLEN
APPROXIMATE
0 650 1,300
SCALE IN FEET
WAKE COUNTY SOIL SURVEY
SOIL SURVEY: WAKE COUNTY, NC 1970
SHEET 90
CHECKED BY: BTSDRAWN BY: CRDDESCRIPTION
PRE-BID SET
REVISIONS
POST BID SET
ISSUE DATEISSUE DATE
DATE
THIS DRAWING IS THE PROPERTY OF LOWE'S
HOME CENTERS, INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART IS
PROHIBITED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT 2007 ALL RIGHTS RESERVED
R336.658.4000 (V)336.658.3257 (F)
DRAWING NUMBER:
ORIGINAL
ISSUE DATE:
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
LOWE'S HOME CENTERS, LLC
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
11/14/2019

Wildlands Holdings V, LLC · Wildlands Engineering, Inc · 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

Neuse 01 Riparian Buffer Credits Statement of Availability

November 19, 2019

Lowe’s Home Centers, LLC
1605 Curtis Bridge Road
North Wilkesboro, NC 28697
Attn: Travis Spicer

RE: Availability of Riparian Buffer Credits for the “Lowe’s of Holly Springs Public Sewer Line
Extension” project
Bank Name: Wolfe Mitigation Bank Instrument
Bank Sponsor: Wildlands Holdings, V, LLC
DWR Project Number: 2018-0580
Permittee: Lowe’s Home Centers, LLC
Riparian Buffer Credits Needed: 15,224.22 sq. ft.
Riparian Buffer Credits Available: 78,672.51 sq. ft.
Neuse 03020201 River Basin (Upper Falls Watershed)

Dear Mr. Spicer,

Wildlands Holdings V, LLC currently has sufficient riparian buffer credits from the Wolfe Mitigation
Bank Instrument to satisfy the riparian buffer mitigation requirements related to the above-mentioned
project. The project is located within the service area (HUC 03020201 Upper Falls Watershed) of the
Bank.
This letter is simply a statement of availability of credits as of the date written. The letter is not a
guarantee of availability as credits will be sold on a first come, first serve basis. An invoice for this
transaction will be sent upon your request and we will formally reserve both the credits and price
quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings V,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings V, LLC · Wildlands Engineering, Inc · 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ex. 120
M: [phone]

Cc: Danielle Clark, Hart & Hickman, PC

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Statement of Availability

November 19, 2019

Lowe’s Home Centers, LLC
1605 Curtis Bridge Road
North Wilkesboro, NC 28697
Attn: Travis Spicer

RE: Availability of 0.32 Riparian Wetland Credits for the “Lowe’s of Holly Springs Public Sewer Line
Extension” project
Bank Name: Falling Creek Stream and Wetland Mitigation Bank
Bank Site: Falling Creek Site
Bank Sponsor: Wildlands Holdings, III, LLC
USACE Action ID: 2015-00940
Riparian Wetland Credits Needed: 0.32 credits
Riparian Wetland Credits Available: 9.5 credits
Neuse 03020201 River Basin

Dear Mr. Spicer,

Wildlands Holdings III, LLC has the above-mentioned riparian wetland credits from the Falling Creek
Stream and Wetland Mitigation Bank: Falling Creek Site to satisfy the mitigation requirements related
to the above-mentioned project. The project is located within the service area (HUC 03020201) of the
Bank.
Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ext. 120
M: [phone]

Cc: Danielle Clark, Hart & Hickman, PC

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

September 20, 2019

Matt Bramblett
Hart & Hickman
3921 Sunset Ridge Road, Suite 301
Raleigh, NC 27607

Re: Extend Sewer Line, Piney Grove Wilbon Road, Holly Springs, H&H FAK-120, Wake County,
ER 19-2628

Dear Mr. Bramblett:
Thank you for your letter of August 21, 2019, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
[e-mail]. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer