20191631 Ver 1_PCN Form Submission_20191126

DWR
Division 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
20191631
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Fayetteville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Providence Creek Subdivision
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/26/2019
Nearest Body of Water
Neills Creek (Neals Creek)
Basin
Cape Fear
Water Classification
WS-IV
Site Coordinates
Latitude:
35.472022
A. Processing Information
County (or Counties) where the project is located:
Harnett
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.808741
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?*
r $240.00
r $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
1c. Primary Contact Phone:*
[phone]
U

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
29 - Residential Developments
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
r 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
Providence Creek SD DIMS Acceptance Letter.pdf
1 h. 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 r No
B.Applicant Information
1d. Who is applying for the permit?
F- Owner W 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:
Harnett Central Holdings, LLC
2b. Deed book and page no.:
DB: 3734; DP: 952
2c. Responsible party:
Harvey Montague
2d.Address
Street Address
10305 Penny Road
Address tine 2
city
Raleigh
Postal / Zip Code
27606
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Bruce Herbert
State / Frmince / Region
NC
Country
USA
2f. Fax Number:
79.79KB
r Yes r No
r Yes r No

3b. Business Name:
Mattamy Homes
3c.Address
Street Address
1210 Trinity Rd. Suite 102
Address tine 2
City
Cary
Postal / Zip Code
27513
3d. Telephone Number:
[phone]
3f. Email Address:*
Bruce. [e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Deborah Shirley
4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Rd., Ste. 104
Address Line 2
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization_Harvey Montague.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Fuquay-Varina
2. Project Identification
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / legion
NC
Country
USA
4e. Fax Number:
[phone]
2a. Property Identification Number:
2b. Property size:
0652-64-0308
231
2c. Project Address
Street Address
1370 Ballard Road
Address Une 2
CKY
State / Province / legion
Fuquay-Varina
NC
Postal / Zip Code
Country
27526
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Neills Creek (Neals Creek)
3b. Water Resources Classification of nearest receiving water:*
WS-IV
41.59KB

3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040501
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Existing conditions consist of wooded land, agricultural fields, a residential structure and an a 42" gravity sanitary sewer outfall within a 40' public utility easement at two locations along
the eastern side of the property. Wills Creek bounds the southeastern property with adjacent wetlands and three perennial tributaries that flow into Neills Creek cross the property.
These perennial tributaries have adjacent wetlands and one of which (stream C) is intermittent above it's confluence with stream D. The general use in the vicinity of the project is rural
residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r 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.pdf
2.83MB
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 2.15MB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 34 acres (1,480,972 SF)
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 7,609 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential development and the infrastructure necessary to access the property.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of a single family residential development and necessary infrastructure. The proposed development includes 374 residential lots, with roads, and utilities.
Specifically, there are stream and wetland impacts associated with two (2) road crossings, and stream and wetland impacts associated with four (4) sanitary sewer
crossings/connections. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
2019.11.18_PC_Impact Maps.pdf 3MB
2019.11.18_PC_Culvert Plan & Profiles.pdf 6.58MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O 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 PyA
Corps AID Number:
AID No. not issued to date, PJD package sent to Emily Greer by Alex Adams in possibly June/July
2019
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Alex Adams
Agency/Consultant Company: Adams Soil Consulting, PLLC
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Per information provided, Alex Adams met with Emily Greer on June 13, 2019.
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r, No
7b. If yes, explain.
Yes, but phased through construction. See attached Phasing Plan and Lot Area Tables.
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?

It is my understanding that there are no other NWP's, Regional General Permits, Individual Permits that are intended to be used to authorize any part of the proposed project. The
history on the permitting and construction of the epsting sanitary sewer that is located on the eastern side of the property is unknown.
D. Proposed Impacts Inventory U
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
17 Wetlands V 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 *
2f. Type of
2g. Impact
Jurisdicition*(?)
area
Impact #1 (W-
Road Crossing-
T
Bottomland Hardwood Forest
Yes
Both
0.003
10)
Construction
L
(acres)
Impact #4 (W-1)
Sanitary Sewer-
P
Bottomland Hardwood Forest
G
Yes
Both
0.254
Permanent -No
(acres)
Permanent Loss
(Permanent
Maintenance Corridor)
Impact #4 (W-2
Sanitary Sewer-
T
Bottomland Hardwood Forest
G
Yes
Both
0.127
Temporary Construction
(acres)
Corridor
Impact #5 (W-4)
Sanitary Sewer-
P
Bottomland Hardwood Forest
G
Yes
Both
0.031
Permanent -No
(acres)
Permanent Loss
(Permanent
Maintenance Corridor)
Impact #5 (W-5
Sanitary Sewer-
T
Bottomland Hardwood Forest
G
Yes
Both
0.010
Temporary Construction
(acres)
Corridor
Impact #6 (W-7)
Sanitary Sewer-
P
Bottomland Hardwood Forest
D
Yes
Both
0.077
Permanent -No
(acres)
Permanent Loss
(Permanent
Maintenance Corridor)
(W-8
Sanitary Sewer-
T
Bottomland Hardwood Forest
DBoth
0.038
Elmpart)06
Temporary Construction
(acres)
Corridor
2g. Total Temporary Wetland Impact
0.178
2g. Total Wetland Impact
0.540
2h. Comments:
2g. Total Permanent Wetland Impact
0.362
Temporary wetland impacts will be brought back to pre -construction contours and the e)dsting adjacent wetland seed source will assist in the
restoration of the wetland vegetation. Compensatory mitigation is proposed for the Permanent -No Permanent Loss impacts, the impacts quantified
within the permanent maintenance easement/corridors.
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
Impact #1-Road Crossing (S
Temporary
Dewatering
UT to Neill's Creek (F)
Perennial
Both
2
58
1A & S-1 D)
Average (feet)
(linearfeet)
S2
Impact #1-Road Crossing (S
Permanent
Culvert
UT to Neill's Creek (F)
Perennial
Both
2
93
1 B)
Average (feet)
(linear feet)
S3
Impact #1-Road Crossing (S-
Permanent
Other
UT to Neill's Creek (F)
Perennial
Both
2
31
1C)-Permanent-No
Average (feet)
(lir�rfeet)
Permanent Loss (Dissipater
Pad)
S4
Impact #2-Road Crossing (S
Temporary
Dewatering
LT to Neill's Creek (H)
Perennial
Both
2
61
2A & S-2D)
Average (feet)
(ling feet)

S5
Impact #2-Road Crossing (S
213)
Permanent
Culvert
LIT to Neill's Creek (H)
Perennial
Both
2
Average (feet)
113
(lirrfeet)
S6
Impact #2-Road Crossing (S-
Permanent
Other
Ur to Neill's Creek (H)
Perennial
Both
2
34
2C)-Permanent-No
Average (feet)
(lines feet)
Permanent Loss (Dissipater
Pad)
37
Impact #3-Sanitary Sewer
Crossing (S-3)
Temporary
Excavation
UT to Neill's Creek (F)
7
Perennial
Both
3
Average (feet)
30
(linearfeet)
3i. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
271
3i. Total stream and ditch impacts:
420
31. Total temporary stream impacts:
149
3j. Comments:
Temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized. Compensatory
mitigation is proposed for the permanent loss stream impacts, the impacts quantified for the culverts and headwalls.
LE. Impact Justification and Mitigation U
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation for the entire property in order to identify natural resources so that impacts could be avoided & minimized to
the maximum extent practicable. Proposed impacts include two (2) road crossings, and four (4) utility crossings. Impact #1 is a proposed road crossing
necessary to access the southern areas of the property. Proposed impacts include permanent perennial stream impacts for a proposed culvert and
headwalls, permanent -no permanent loss stream impacts for a riprap dissipater pad (riprap to be keyed into stream bed and not exceed pre -
construction stream bed elevations), and temporary stream and wetland impacts for construction activities (i.e. pump around/coffer dams). Impacts
have been minimized by utilizing headwall/retaining wall and crossing at a near perpendicular angle. Impact #2 is a proposed road crossing necessary
to access the property from Harnett Central Road. Proposed impacts include permanent perennial stream impacts for a proposed culvert and
headwalls, permanent -no permanent loss stream impacts for a riprap dissipater pad (riprap to be keyed into stream bed and not exceed pre -
construction stream bed elevations), and temporary stream impacts for construction activities (i.e. pump around/coffer dams). Impacts have been
minimized by utilizing headwall/retaining wall and crossing at a near perpendicular angle. This impact is necessary because Phases 1 & 2 will be
constructed initially, with Phases 3-9 happening at a later dates. For fire & safety reasons, more than one point of ingress/egress is recommended.
Additionally, per Article VII. Development Design Guidelines, Section 2.0 Street & Transportation Standards, 2.6.1: "All developments of more than 200
residential units or additions to existing developments that increase the total number of residential units to 200 or more shall provide vehicular access
to at least two (2) public streets. In cases where the property being developed is adjacent to more than one (1) State road, it is encouraged that the
required entrances be located on separate State roads." Impact #3 is a proposed utility crossing necessary to bring sanitary sewer to the west side of
the property. Proposed impacts include temporary perennial stream impacts for an open -cut construction. Stream impacts have been minimized by
crossing the stream at a near perpendicular angle. Bore & Jack or directional drill construction methods could not be utilized because of the grade
adjacent to the stream at the proposed impact location. The grade is such that it is rising as the proposed utility would move farther from the stream,
which makes use of the bore pit extremely difficult, and would require excess excavation. Temporary stream impacts will be brought back to pre -
construction elevations and the stream banks will be stabilized. Impact #'s 4, 5 & 6 are all proposed utility crossings bringing sanitary sewer to the
southern areas of the proposed development. Proposed impacts would include permanent -no permanent loss wetlands impacts within the permanent
maintenance corridor (i.e. change of wetland function, wooded wetland to maintained herbaceous wetland), and temporary wetland impacts for
construction. There are two (2) sections of existing 40' Harnett County Sanitary Sewer easement with an existing 42" gravity sanitary sewer outfall that
the proposed sanitary sewer will connect to. Impacts have been minimized by connecting at the most direct routes and avoiding wetland areas when
practicable. The existing manholes to connect to are within wetland areas which would make excavation the most practicable construction method.
Bore & Jack or directional drill construction methods would impact more wetlands for the bore pits and/or staging equipment. All temporary wetland
impacts will be brought back to pre -construction contours and the existing adjacent wetland seed source will assist in the restoration of the wetland
vegetation.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Per the project engineer, construction techniques such as pump arounds, coffer dams and silt fencing will be utilized.
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)
412
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
4h. Comments
4c. If using stream mitigation, what is the stream temperature:
warm
4e. Riparian wetland mitigation requested:
(acres)
0.36
4g. Coastal (tidal) wetland mitigation requested:
(acres)
S&EC reviewed the NCDWR Approved Mitigation Banks in NC list, only one bank was listed within the 03030004 HUC. S&EC contacted Restoration
Systems (RS) and RS does not currently have any stream or riparian wetland credits available. Therefore we have requested stream and wetland
mitigation through the NC Division of Mitigation Services (NCDMS).
Permanent loss stream impacts (i.e. road impacts) proposing 2:1 mitigation ratio (206 x 2 = 412); and permanent -no permanent loss wetland impacts
(i.e. utility -permanent maintenance corridor) proposing 1:1 mitigation ratio (0.36 x 1 = 0.36).
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
f• No
If no, explain why:
The project is not located within in an area that has one of the NC Riparian Buffer Protection Rules.
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
Local Government Stormwater Programs
r Phase II r NSW r USMP R Water Supply
Please identify which local government stormwater program you are using.
Harnett County
Comments:
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)
U
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), 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?*
(- Yes
IT No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Providence Creek Subdivision project is a residential development. The property is located within Harnett County, and
therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Water
Supply, Watershed Protection Program which limits development densities as well as requires protective riparian buffers. We anticipate that the DWR
will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)

4a. Is sewage disposal required by DWR forth is project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Non -discharge to North Harnett County Regional WWTP, Permit number NC0021636 Approximate Available Capacity is±0.9 MGD
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?
The NC Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally protected species listed within and
within 1 mile of the project boundaries. it was determined based on the search that there is one (1) elemental occurrence that is listed as federally
Threatened/Endangered within or within 1 mile of the project boundaries. The Cape Fear Shiner is federally listed as Endangered and has historically
been found in Neill's Creek. The southeastern property boundary of the project is Neill's Creek, there are no proposed impacts to Neill's Creek.
References: North Carolina Natural Heritage Program. 2019. Geographic Information System (GIS) data, NCDNCR, Raleigh, NC. Available at
http://wmnv.ncnhp.org/. (Accessed: November 25, 2019).
Consultation Documentation Upload
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?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No essential
Fish Habitat was identified near the project (Accessed: November 22, 2019).
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 NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on November 22, 2019. One (1) structure identified
as "Surveyed Only" exists on property. Per the HPOWEB GIS Service and a Historical Architectural Resources Survey Report, Improve US 401 from
North of Fayetteville to North of Fuquay-Varina, R-2609, Cumberland, Harnett and Wake Counties, Multi, ER 11-0210, this structure was identified in
Appendix B Surveyed Resources Not Eligible for the NRHP as "Recommended Not Eligible" because of "common type/lost integrity".
https://fiiles.nc.gov/ncdcr/historic-preservation-office/PDFs/ER % 2011-0210. pdf#page=442
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?
*
r Yes r No
8b. If yes, explain how project meets FEMArequirements:
Utility impact #'s 4, 5 & 6 located within the 100-yearfloodplain. No permanent fill beyond the manholes is proposed within the FEMA 100-year
floodplain.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.

Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
2019.11.18_PC_Phaseing Plan.pdf
1.61 MB
Signature U
® 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:
Deborah E. Shirley
Signature
Date
11/26/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Sead-y
TIM BAUMGARTNER
Mee -tor
Bruce Herbert
Mattamy Homes
1210 Trinity Road, Suite 102
Cary, NC 27513
Project: Providence Creek SD
NORTH CAROLINA
Environmental Quality
November 22, 2019
Expiration of Acceptance: 5/22/2020
County: Harnett
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-di it HUC
Impact Type
Impact Quantity
Cape Fear
Cape Fear
03030004
Warm Stream
Riparian Wetland
412
03030004
0.36
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 at [phone].
cc: Debbie E. Shirley, agent
Sincerely,
V
J e B Stanfill
Ass /Management Supervisor
DECK
®r.erauwa�.rerar�
North Carolina Department of Enwromnental Quality I Division of Mitigation Services
217 W. Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-16S2
919.707.8976

Soil S,c Environmental Consultants, PA.
8412 falls 4 Ncusc Road, SuiIc IOJ, ILdcigh, NC 2761 i • Phone. [phone]M • Pas. [phone]
candcc.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Providence Creek S&EC Project 9 14001
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Emily Greer Field Office: Wilmington Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described
for the purpose of conducting on -site investigations and issuing a determination associated with Waters of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf
and take all actions necessary for the processing, issuance and acceptance of a permit or certification and
any and all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0652-64-0308
Site Address: 1370 Ballard Road
City, County, State: Fuauay-Varina NC 27526
PROPERTY OWNER INFORMATION
Name: Harnett Central Holdinos. LLC
Mailing Address: 10305 Penny Rd., Raleigh NC 27606
Telephone Number: 1 $e_� 9 1.6 I 8 G
Email: f a �`I `r— Nt h k `f-.a s e a-t- Eav_ v 1(. (1( a. t-
�� /d-zs'-I
Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

NC Center for Geographic Information & Analysis
Project Number:
DS
Project Manager:
1" = 2000'Scale:
10/25/2019Date:
Map Title:
Source:
Figure 1 - USGS Map
Providence Creek
Harnett County, NC
2019 NC Lillington Quad
¯0 2,000 4,000
Feet
14001.W3

NC Center for Geographic Information & Analysis
Project Number:
DS
Project Manager:
1" = 1000'Scale:
10/25/2019Date:
Map Title:
Source:
Figure 2 - Soil Survey
Providence Creek
Harnett County, NC
Harnett County Soil
Survey Sheet 5
¯0 1,000 2,000
Feet
14001.W3
240 240235230240235235230
WETLAND"G"30' HARNETT COUNTYRIPARIAN BUFFER (TYP)30' HARNETT COUNTYRIPARIAN BUFFER (TYP)30' HARNETTCOUNTYRIPARAIANBUFFER (TYP.)STREAM "H"STREAM "F"STREAM "E"STREAM "K"STREAM "F"STREAM "F"WETLAND "P"NORTH AREAWETLAND "P"SOUTH AREAWETLAND"D"STREAM "B"(NEILL'S CREEK)WETLANDS "O"WETLANDS "S"WETLANDS "R"WETLANDS "Q"WETLANDS "K"WETLANDS "L"WETLANDS "M"WETLANDS "N"STREAM "L"STREAM "J"STREAM "I"WETLANDS "I"WETLAND"H"STREAM "G"STREAM "D"STREAM "C"WETLANDS "F"WETLANDS "E"WETLANDS"C"WETLANDS"C"WETLANDS"C"STREAM "A"WETLANDS "A"WETLANDS "B"1730 Varsity Drive, Suite 500Raleigh, North Carolina 27606O: 919.233.8091 F: 919.233.80318004000EXISTING CONDITIONS MAPProvidence Creek SubdivisionScale: 1"=400'Date: Nov., 2019
DAVINHALL DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)COTTONWOOD LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)BREAKRIDGE WAY(29' B-B, 50' PUBLIC R/W, & UTILITY EASEMENT)KINDSFORD LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)HARTFORD LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)WINDSWEPT WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GLENNROSE DR.(29' B-B, 50' PUBLIC R/W, & UTILITY EASEMENT)GLENN
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)OLD TREE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GRAY CLIFF CT.
(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)HOLLY CLIFF CT.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)
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E
A
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)OLD TREE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)OLD TREE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)RIVERSTONE DR(29' B-B, 50' PUBLIC R/W)CRABTREE CT.(29' B-B, 50' PUBLIC R/W)BALLARD RD. (SR 1437)(SR-1437, 29' B-B, 50' PUBLIC R/W)BALLARD RD
.

(SR
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)(29' B
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PUBL
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)HARNETT CENTRAL RD. (SR 2215)(SR-2215, 29' B-B, 50' PUBLIC R/W)HARNETT CENTRAL RD. (SR 2215)(29' B-B, 50' PUBLIC R/W)HARNETT CENTRAL RD. (SR 2215)(29' B-B, 50
' PUBLIC R/W)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)P
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DAVINHALL DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)DAVINHALL DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)WINDSWEPT WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)
GLE
NNR
OSE D
R.(29' B-B, 50' PUBLIC R/W &
UTILIT
Y EASE
MENT)BALLARD RD. (SR 1437)(29' B-B, 50' PUBLIC R/W)240 240235230240235235230 IMPACT 4IMPACT 2IMPACT 3IMPACT 5IMPACT 1IMPACT 6BALLARD ROADHARNETT CENTRAL ROAD1730 Varsity Drive, Suite 500Raleigh, North Carolina 27606O: 919.233.8091 F: 919.233.80318004000OVERALL IMPACTS MAPProvidence Creek SubdivisionScale: 1"=400'Date: Nov., 2019
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
O: 919.233.8091 F: 919.233.8031
IMPACT SUMMARY TABLE
Scale: N/A
Providence Creek Subdivision
Date:
Nov., 2019
250
240
230
STREAM "F"
ST
R
E
A
M

"
F
"
WETLAND "P"
NORTH AREA
WETLAND "P"
SOUTH AREA
30' HARNETT COUNTY
RIPARIAN BUFFER (TYP)
LIMITS OF
DISTURBANCE
(TYP)STREAM "K"RETAINING
WALL (TYP)
IMPACT #1 (W-10)
PROPOSED TEMPORARY WETLAND IMPACT
ROAD CONSTRUCTION
(109 S.F.)
IMPACT #1 (S-1C)
PERMANENT-NO PERMANENT LOSS
STREAM IMPACT
ROAD CONSTRUCTION
(AREA:58 S.F., LENGTH 31 LF)
28' x 11' x 2'
DISSIPATER PAD
CLASS B RIPRAP
KEYED-IN AT EX.
STREAMBED
ELEVATION
(1) 42" RCP CULVERT EMBEDDED
1' BELOW STREAMBED
IMPACT #1 (S-1A)
TEMPORARY STREAM IMPACT
ROAD CONSTRUCTION
(AREA:65 S.F., LENGTH 33 LF)
IMPACT #1 (S-1B)
PERMANENT STREAM IMPACT
ROAD CONSTRUCTION
(AREA:170 S.F., LENGTH 93 LF)
IMPACT #1 (S-1D)
TEMPORARY STREAM IMPACT
ROAD CONSTRUCTION
(AREA:32 S.F., LENGTH 25 LF)
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
O: 919.233.8091 F: 919.233.8031
50250
IMPACT 1
Providence Creek Subdivision
Scale: 1"=50'
Date:
Nov., 2019
190
HARNETT CENTRAL
RD
.

(SR
2215
)
(SR
-2215
,
29
'
B
-B
,
50
'
PUBL
IC
R
/W
)91°
190190
IMPACT #3 (S-3)
TEMPORARY STREAM IMPACT
SANITARY SEWER INSTALLATION
(AREA:109 S.F., LENGTH 30 LF)
STREAM "F"
STREAM "F"
STREAM "H"
STREAM "H"
30' HARNETT COUNTY
RIPARIAN BUFFER (TYP)
30' HARNETT COUNTY
RIPARIAN BUFFER (TYP)
RETAINING
WALL (TYP)
LIMITS OF
DISTURBANCE
(TYP)
LIMITS OF
DISTURBANCE
(TYP)
32' x 24' x 2'
DISSIPATER PAD
CLASS B RIPRAP
KEYED-IN AT EX.
STREAMBED
ELEVATION
(1) 48" RCP CULVERT EMBEDDED 1' BELOW STREAMBED
(1) 36" RCP CULVERT
IMPACT #2 (S-2C)
PERMANENT-NO PERMANENT LOSS
STREAM IMPACT
ROAD CONSTRUCTION
(AREA:68 S.F., LENGTH 34 LF)
IMPACT #2 (S-2A)
TEMPORARY STREAM IMPACT
ROAD CONSTRUCTION
(AREA:58 S.F., LENGTH 23 LF)
IMPACT #2 (S-2B)
PERMANENT STREAM IMPACT
ROAD CONSTRUCTION
(AREA:229 S.F., LENGTH 113 LF)
IMPACT #2 (S-2D)
TEMPORARY STREAM IMPACT
ROAD CONSTRUCTION
(AREA:33 S.F., LENGTH 38 LF)
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
O: 919.233.8091 F: 919.233.8031
60300
IMPACT 2 & 3
Providence Creek Subdivision
Scale: 1"=60'
Date:
Nov., 2019
HARNETT CENTRAL
RD
.

(SR
2215
)
(29
'
B
-B
,
50
'
PUBL
IC
R
/W
)
IMPACT #4 (W-1)
PROPOSED PERMANENT-NO PERMANENT
LOSS WETLAND IMPACT
SANITARY SEWER INSTALLATION
(11,081 S.F.)
IMPACT #4 (W-2)
PROPOSED TEMPORARY WETLAND IMPACT
SANITARY SEWER INSTALLATION
(2,779 S.F.)
IMPACT #4 (W-3)
PROPOSED TEMPORARY WETLAND IMPACT
SANITARY SEWER INSTALLATION
(2,762 S.F.)
WETLAND "G"
AREA 2
WETLAND "G"
AREA 2
LIMITS OF
DISTURBANCE
(TYP)
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
O: 919.233.8091 F: 919.233.8031
60300
IMPACT 4
Providence Creek Subdivision
Scale: 1"=60'
Date:
Nov., 2019
200200200IMPACT #5 (W-4)
PROPOSED PERMANENT-NO PERMANENT
LOSS WETLAND IMPACT
SANITARY SEWER INSTALLATION
(1,367 S.F.)
IMPACT #5 (W-5)
PROPOSED TEMPORARY WETLAND IMPACT
SANITARY SEWER INSTALLATION
(200 S.F.)
IMPACT #5 (W-6)
PROPOSED TEMPORARY WETLAND IMPACT
SANITARY SEWER INSTALLATION
(263 S.F.)
STREAM "E"
WETLAND "G"
AREA 1
WETLAND "G"
AREA 1
LIMITS OF
DISTURBANCE
(TYP)
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
O: 919.233.8091 F: 919.233.8031
50250
IMPACT 5
Providence Creek Subdivision
Scale: 1"=50'
Date:
Nov., 2019
STREAM "B"
(NEILL'S CREEK)
IMPACT #6 (W-7)
PROPOSED PERMANENT-NO PERMANENT
LOSS WETLAND IMPACT
SANITARY SEWER INSTALLATION
(3,358 S.F.)
IMPACT #6 (W-8)
PROPOSED TEMPORARY WETLAND IMPACT
SANITARY SEWER INSTALLATION
(766 S.F.)
IMPACT #6 (W-9)
PROPOSED TEMPORARY WETLAND IMPACT
SANITARY SEWER INSTALLATION
(926 S.F.)
WETLAND "D"
AREA 2
WETLAND "D"
AREA 2
LIMITS OF
DISTURBANCE
(TYP)
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
O: 919.233.8091 F: 919.233.8031
50250
IMPACT 6
Providence Creek Subdivision
Scale: 1"=50'
Date:
Nov., 2019
FUTURE CONSTRUCTIONPHASE 1www.mckimcreed.comProvidence Creek SubdivisionPhases 1 & 2NOT FOR CONSTRUCTIONFOR REVIEW PURPOSES ONLY1730 Varsity Drive, Suite 500Phone: [phone], Fax: [phone]Raleigh, North Carolina 27606F-1222D5.11" = 5'1" = 50'PEHHJMKJMKENSD5.X. Storm Crossing.dwgCULVERT CROSSING PLANAND PROFILE VIEW04863-0048NOVEMBER XX, 2019NORTH(GRID)NORTH(GRID)
www.mckimcreed.comProvidence Creek SubdivisionHarnett County, North CarolinaPRELIMINARY PLATFOR REVIEW PURPOSES ONLY1730 Varsity Drive, Suite 500Phone: [phone], Fax: [phone]Raleigh, North Carolina 27606F-1222Providence CreekSubdivisionHarnett County, North CarolinaD5.21" = 5'1" = 50'PEHHJMKJMKENSD5.X. Storm Crossing.dwgCULVERT CROSSINGDETAILS04863-0048NOVEMBER XX, 2019COFFER DAM DETAILTEMPORARY PUMP AROUND DETAILPLAN VIEWFLOWP
DAVINHALL DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)COTTONWOOD LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)BREAKRIDGE WAY(29' B-B, 50' PUBLIC R/W, & UTILITY EASEMENT)KINDSFORD LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)HARTFORD LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)WINDSWEPT WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GLENNROSE DR.(29' B-B, 50' PUBLIC R/W, & UTILITY EASEMENT)GLENNROSE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GREENHAVEN WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)DARBY GALE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)BREAKRIDGE WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)RIVERSTONE DR(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)RENSHAW LN.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GREENHAVEN WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)OLD TREE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GRAY CLIFF CT.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)HOLLY CLIFF CT.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)DARBY GALE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)BREAKRIDGE WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)OLD TREE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)OLD TREE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)RIVERSTONE DR(29' B-B, 50' PUBLIC R/W)CRABTREE CT.(29' B-B, 50' PUBLIC R/W)BALLARD RD.(SR-1437, 29' B-B, 50' PUBLIC R/W)BALLARD RD.(29' B-B, 50' PUBLIC R/W)HARNETT CENTRAL RD.(SR-2215, 29' B-B, 50' PUBLIC R/W)HARNETT CENTRAL RD.(29' B-B, 50' PUBLIC R/W)HARNETT CENTRAL RD.(29' B-B, 50' PUBLIC R/W)PHASE 1PHASE 2PHASE 3PHASE 1PHASE 3PHASE 7PHASE 4PHASE 5PHASE 6PHASE 4PHASE 5 PHASE 4PHASE 5PHASE 2PHASE 6PHASE 1PHASE 6PHASE 3PHASE 5PHASE 6PHASE 4PHASE 3PHASE 4PHASE 5PHASE 4PHASE 8PHASE 7PHASE 8PHASE 7PHASE 8PHASE 5PHASE 3PHASE 7PHASE 9PHASE 7PHASE 9PHASE 5PHASE 1PHASE 4PHASE 1PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PROVIDENCE CREEK DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)DAVINHALL DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)DAVINHALL DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)WINDSWEPT WAY(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)GLENNROSE DR.(29' B-B, 50' PUBLIC R/W & UTILITY EASEMENT)PHASE 6PHASE 1PHASE 4PHASE 8www.mckimcreed.comProvidence Creek SubdivisionHarnett County, North CarolinaPRELIMINARY PLATFOR REVIEW PURPOSES ONLY1730 Varsity Drive, Suite 500Phone: [phone], Fax: [phone]Raleigh, North Carolina 27606F-1222Providence CreekSubdivisionHarnett County, North CarolinaC1.10N/A1"=300'PEHHJMKJMKTCBC1.0 Site Plan.dwgPHASING PLAN ANDLOT AREA TABLES04863-0048June 25, 2019NORTH(GRID)PHASE 347 LOTSPHASE 157 LOTSPHASE 99 LOTSPHASE 817 LOTSPHASE 256 LOTSPHASE 641 LOTSPHASE 454 LOTSPHASE 548 LOTSPHASE 745 LOTS SITE SUMMARY: OPEN SPACE ANALYSIS