20190515 Ver 2_401 Application_20191106

q c(9 os Vol �-
Preliminary ORM Data Entry Fields for New Actions C I�
SAW — 2018 - 1806 BEGIN DATE [Received Date]:
f>
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Presley Site
2. Work Type: Private IV—/] Institutional ❑ Government ❑ Commercial ❑
3. Project Description / Purpose [PCN Form 133d and 133e]:
Residential Development
4. Property Owner / Applicant [PCN Form A3 or A4]:
Presley Development LLC; POC: Sean Cooney
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Mr. Dan Zurlo
6. Related Action ID Number(s) [PCN Form 65b]: SAW-2018-01806
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
North of the Union Road and New Hope Road intersection in Gastonia, North Carolina
35,182055,-81.115505
8. Project Location -Tax Parcel ID [PCN Form 131a]: 3562776203
9. Project Location — County [PCN Form A2b]: Gaston
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Gastonia
11. Project Information — Nearest Waterbody [PCN Form 132a]: UT t0 Catawba Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03050101
Authorization: Section 10 ❑ Section 404 IV] Section 10 & 404 ❑
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 29
❑ Regional General Permit #
Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Ms. Catherine Janizack
Charlotte Regulatory Satellite Office
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801
Date: October 29, 2019
Mr. Alan Johnson
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301
Mooresville, NC 28115
Subject: Presley Site
Gastonia, North Carolina
SAW-2018-01806, DWR#19-0515
CWS Project No. 2019-0127
LETTER OF TRANSMITTAL
WE ARE SENDING YOU: Update to NWP 29
ON BEHALF OF: Presley Development, LLC, POC: Mr. Sean Cooney
ATTACHMENTS INCLUDED:
NO.
DESCRIPTION
A
Agent Authorization
B
Updated PCN
C
Additional Impacts
D
Previous NWP 29 Authorization SAW-2018-01806
E
I WQC 4139 Authorization DWR#19-0515
THESE ARE TRANSMITTED as checked below:
✓ For verification and signature ❑ Revisions per field visit ❑ As requested ❑ As submitted
REMARKS: Ms. Janizack. we are submitting an update to a previously approved NWP 29
application for your verification and signature. Additional stream impacts (S4-S5) are
proposed in addition to previously permitted stream impacts (S1-S3), resulting from the
extension of an existing culvert under Union New Hope Road.
Please do not hesitate to contact Dan Zurlo at 717-460-3466 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
L�
Dan Zurlo
Project Scientist
Christine Geist, PWS, CE
Principal Scientist

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representative(s) of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
I, Sean Cooney , representing, Suncrest Real Estate and Land ,
hereby certify that I have authorized Dan Zurlo of Carolina Wetland Services, Inc. to act on
my behalf and take all actions necessary to the processing, issuance, and acceptance of this
request for wetlands determination / permitting and any and all standard and special conditions
attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Agent's signature
07-25-18
Date Date
7/25/2018
Completion of this form will allow the agent to sign
all future application correspondence.

OW ATFR��OG
_
Office Use Only:
Corps action ID no.
DWQ project no. _
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Presley Residential
2b. County:
Gaston
2c. Nearest municipality / town:
Gastonia
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
4 Star Investors LLC
3b. Deed Book and Page No.
4549-0097
3c. Responsible Party (for LLC if
applicable):
Sean Cooney
3d. Street address:
P 0 BOX 2494
3e. City, state, zip:
Gastonia, NC 28053
3f. Telephone no.:
602-481-4301
3g. Fax no.:
N/A
3h. Email address:
[e-mail]
Page 1 of 14
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Agent Other: Developer
4b. Name:
Sean Cooney
4c. Business name
(if applicable):
Presley Development LLC
4d. Street address:
2701 East Camelback Road, Suite #180
4e. City, state, zip:
Phoenix, Arizona, 85016
4f. Telephone no.:
02-481-4301
4g. Fax no.:
N/A
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Daniel Zurlo
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e. Telephone no.:
717-460-3466
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 14
PCN Form —Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
3562776203
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.182055 Longitude:-81.115505
1 c. Property size:
314 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Sugar Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Catawba River (03050103)
3. Project Description
3a. 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 area consists of an undeveloped forested parcel, with on -site elevations ranging from 670-740 feet above
mean sea level (Figure 2). Land cover within the project area consists of deciduous forest, mid -successional mixed
forest, and forested wetlands (Figure 3).
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web
Soil Survey of Gaston County (Figure 4) and the NRCS 1989 Soil Survey for Gaston County (Figure 5), current and
historic on -site soils consist of eight different soil types (Table 1). Of the on -site soils, two are listed on the Web Soil
Survey as containing hydric inclusions.
3b. List the total estimated acreage of all existing wetlands on the property: 0.525 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,838 If of stream channel
3d. Explain the purpose of the proposed project:
The purpose of this project is to construct a residential subdivision which will provide needed housing in Gastonia, NC, a rapidly
growing suburb of Charlotte.
Page 3 of 14
PCN Form —Version 1.4 January 2009

Describe the overall project in detail, including the type of equipment to be used:
This application is a modification to a previously authorized NWP 29 (SAW-2018-01806, NC ID 19-516).
The project proposes to disturb 146 wooded acres to construct a residential development on Gaston County tax parcel
3562776203. The site will be cleared and graded in preparation for construction.
Previously Permitted Impacts
Site preparation will involve the installation of a 100 ft, 60" corrugated metal pipe (CMP) culvert within intermittent Stream B
that will result in 120 If of permanent impacts (S1) and 40' of total due to dewatering and retaining wall construction (S2)
(Attachment D). In accordance with regional condition for all nationwide permits 3.6.1., the culvert will be buried 1 ft below
the bed of the stream. These impacts to Stream B result from the need for a road crossing that will connect the northern
and southern portions of the site. Plans for proposed grading and development of the Presley Residential Site are shown in
Attachment A.
Additional Impacts
Additionally, the culvert supporting the Union New Hope Road crossing of Stream C will be extented to support widening of
Union New Hope Road resulting in 27 If of permanent impacts (S4) and 50' of total temporary impacts due to dewatering
and retaining wall construction (S5) (Attachment D). In accordance with regional condition for all nationwide permits 3.6.1.,
the culvert will be buried 1 ft below the bed of the stream.
Permanent stream impacts total 147 If.
Temporary stream impacts total 138 If
Erosion and sedimentation control measures will be installed. Water will be diverted around the construction area. The
proposed structure will be placed in line with the stream. The new culvert structure will be a 60" CMP with retaining walls.
Water will be pumped around the work area during construction by temporary flexible hose and 10' riprap pits upstream and
downstream of the proposed pipe. Equipment to be used includes a track hoe, dump truck, pumps, various hand tools,
possibly a crane to move construction material such as reinforced bars of steel, and concrete buckets to place concrete.
Page 4 of 14
PCN Form —Version 1.4 January 2009

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
Yes
the Corps or State been requested or obtained for this
property / project (including all prior phases) in the
past?
4b. If the Corps made the jurisdictional determination,
Preliminary Final
what type of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: CWS
Name (if known):
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Request for Preliminary Jurisdictional Determination was submitted to the USACE (SAW-2018-01806). A field site visit
was conducted with Corps Project Manager Catherine Janiczak on October 4, 2018. A PJD was issued for the site on
October 24, 2018.
5. Project History
5a. Have permits or certifications been requested or
Yes No Unknown
obtained for this project (including all prior phases) in
the past?
5b. If yes, explain in detail according to "help file" instructions.
This application is a modification to a previously authorized NWP 29 (SAW-2018-01806, NC ID 19-616).
6. Future Project Plans
6a. Is this a phased project?
Yes t No
6b. If yes, explain.
This is Phase 1 of a two phase residential development. Phase 2 work will avoid wetlands and streams to maximum extent
practicable.
Page 5 of 14
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
Wetlands Streams — tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f. Area
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary
W1
W2
W3
€
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary m
(feet)
feet)
S1
P
Culvert
Stream B
INT
Corps
5 ft
120
S2
T
Temporary Dewatering
Stream B
INT
Corps
5ft
40
S3
T
Open -cut Trench
Stream B
PER
Corps
5ft
48
S4
P
Culvert
Stream C
INT
Corps
3ft
27
S5
T
Temporary Dewatering
Stream C
INT
Corps
3ft
50
3h. Total stream and tributary impacts
285
Page 6 of 14
PCN Form —Version 1.4 January 2009

3i. Comments:
Summary of impacts:
Permanent Impacts (loss of waters): 147 If
Permanent (no loss of waters): 0 If
Temporary impacts: 138 If
Total: 285 If
Page 7 of 14
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
-
Choose One
Choose
O2
-
Choose One
Choose
03
-
Choose One
Choose
04
-
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose One
P2
Choose One
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts re uire mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporar T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
Yes/No
B2
_
Yes/No
B3
_
Yes/No
B4
_
Yes/No
B5
_
Yes/No
B6
_
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 8 of 14
PCN Form -Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
To avoid and minimize the impacts to jurisdictional waters of the U.S., the Presley residential site was delineated and the
results of that delineation informed the final site plans. The site was designed in order to minimize impacts to waters of U.S.
as just one unavoidable stream crossing is proposed.
Rejected Alternative- No Build Option
A 'No build' alternative was considered during the planning of this project. The purpose of the project is to construct a
residential subdivision to serve Gastonia, NC, a rapidly growing suburb of Charlotte. A 'No Build' alternative would not
meet project goals. Therefore, this alternative was removed from consideration.
Preferred Site Plan
The preferred site plan has minimized impacts to Waters of US to the maximum extent practicable. Impacts to Stream B
(120 If, S1; 40 If, S2) were unavoidable (Attachment D). Multiple design limitations have been imposed to the proposed
development from the City of Gastonia and NCDOT. City Planning has indicated that there is future planning for Union
Road to be extended beyond its intersection with Union New Hope Road as a four -lane highway. Though Union Road will
be constructed as a two-lane road for this development, a future thoroughfare alignment was incorporated into the design
to obtain City approval. Due to the anticipated size and traffic volume a turn signal will be installed at the Union Road and
Union New Hope Road intersection and Union New Hope Road will be widened to have turn lanes for ingress and egress
of the proposed subdivision. This proposed road widening and the need for BMP #3 makes re -configuring the proposed
road crossing so that the proposed road does not cross Stream B not plausible under a nationwide permit. Any
reconfiguration of the alignment to avoid Stream B would create impacts to Stream B from BMP #3 which is not allowable
under a nationwide permit.
The preferred site plan has designed the road crossing of Stream B to be at the closest angle to perpendicular as
possible given design constraints. The width of the crossing was limited to the necessary area to allow traffic to pass
safely in two directions. Due to sinuosity of the stream, the 100 If culvert will impact 120 If of stream.
Additionally, as a result of the planned widening of Union Road, the culvert supporting the crossing of Stream C must be
widened to support to the road widening. This will result in only an additional 27 If of permanent impact to Stream. Total
permanent streams total 147 If.
One additional impact will occur as an open cut trench sewer line crossing totaling 48 If (Attachment D, S3). A waiver of
the 40 ft wide construction corridor for utility lines is requested for this activity.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation control measures will be properly installed and inspected in accordance with the latest
NPDES permit. Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the
work area to prevent sedimentation of downstream aquatic resources and all work will be conducted in the dry. Impacts
will be minimized by strict enforcement of Best Management Practices for the protection of surface waters, restrictions
against the staging of equipment in or adjacent to waters of the US. This project will follow all conditions of NWP 29 and
WGC 4139. All temporary impacts will be removed, and channel bed and banks will be restored to existing elevations.
Equipment to be used includes a track hoe, dump truck, pumps, various hand tools, possibly a crane to move
construction material such as reinforced bars of steel, and concrete buckets to place concrete. Typical heavy equipment
will be used in the grading operations (bulldozers, excavators, dump trucks, graders, etc.).
Page 9 of 14
PCN Form —Version 1.4 January 2009

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?
❑ Yes Z, No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose One
Type: Choose One
Type: Choose One
Quantity:
Quantity:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
4c.
If using stream mitigation, stream temperature:
Choose One
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
El Yes ®No
Page 10 of 14
PCN Form — Version 1.4 January 2009

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 11 of 14
PCN Form —Version 1.4 January 2009

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
The site is not adjacent to protected NC Riparian Buffers.
❑ Yes Z No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
>24
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Development of the site will require the construction of BMP's in accordance with the Gaston County Stormwater Control
Ordinance.
Site stormwater run-off from developed areas will be routed through BMP's before discharge. The project is currently
under review by the Gaston County. Approval is expected within the next few weeks.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Gaston County
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is this project?
Gaston County
® Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Z No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
El HOW
HQ
HOW
4a.
Which of the following state -implemented stormwater management programs apply
El
(check all that apply):
❑ Session Law 2006-246
El Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 14
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
Yes No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
JQ1, Yes No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
Yes No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
Yes No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This is Phase 1 of a two phase residential development. There are additional waters of the US on the site that may be
impacted by development of Phase 2. Structural Stormwater Control measures will be implemented to manage
stormwater runoff from the site and minimize impacts to the existing stream.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
On -site sewage will be treated off site at a Gaston County treatment plant.
Page 13 of 14
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes $# No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
To determine which protected species are listed as occurring or potentially occurring within the project vicinity, and prior
to conducting the on -site field investigation, CWS consulted the United States Fish and Wildlife Service (USFWS)
Endangered and Threatened Species and Species of Concern by County for North Carolina online database for
Mecklenburg County. In addition, CWS performed a data review using the North Carolina Natural Heritage Program
(NCNHP) Data Explorer on February 19, 2019 to determine if any record occurrences of federally -listed, candidate
endangered, threatened species, or critical habitat were located within the project limits. The results of the desktop review
and habitat assessment are included in the Protected Species Habitat Assessment Report (Attachment E).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http:/twww.habitat.noaa.gov/protection/efh/habitatmapper.htmi
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
Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the NC State Historical Preservations Offices HPO GIS Website (http://gis.ncdcr.gov/hpowebn indicates there
are no historical sites within the project limits. One historically preserved site within 0.5 miles of the Project area (Craig
Farmstead, GS0320). A request for determination of effect was requested from SHPO but no response has been issued
as of the time of this PCN submittal.
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? https://msc.fema.gov/portal/search
10/29/19
Mr. Daniel Zurlo
Applicant/Agent's Signature (Agent's
Applicant/Agent's Printed Name
signature is valid only if an authorization letter
Date
from the applicant isprovided.)
Page 14 of 14
PCN Form —Version 1.4 January 2009

INTERMITTENT STREAM
\\ \\ \ EXISTING TOP OF BANK
\ Q`
EXISTING BOTTOM OF BANK //,✓/ / / �� ! ��% ' ,
p �
CULVERT INLET NEEDED FOR _
CONSTRUCTION OF RETAINING \ \\ \ \//
WALLS AND DEWATERING / / ,
\
/ — ///\� 21 WHO
10' RIP -RAP SUMP PIT WITH 0
TEMPORARY PUMP AROUND. , \ 2
22. WILLOW
STREAM PUMP AROUND DURING
CULVERT CONSTRUCTION. AS
NEEDED.
PROPOSED RETAINING WALL
7 LF OF ADD 0 AL MPACTS S4
EXISTING STREAM FOR THE
ROPOSED CULVERT EXTENSION
PF UE TO ROADWAY WIDENING
ND PROPOSED GRADING.
�— 7 LF OF PROPOSED 48" RCP
// / -1111, G
0 15 Y
5 G
ol
PROPOSED ROADWAY // / / / / /// s / -1-l7 I_F 4 -
WIDENING/IMPROVEMENTS; PROPOSED TAINING WALL
PROPOSED STREET
CONNECTION TO EXISTING t, a / / / / �QQ�DWALL
UNION ROAD / / \ CUILVERT THE
REMAIN AND
/ m / / ` \
OQ 30 LF OF TEMPORARY IMPACTS AT
/ / / \\ / r/ / / / / /• / �\ EXISTING CULVERT OUTLET NEEDED
FOR CONSTRUCTION OF RETAINING
WALL.
10' RIP -RAP SUMP PIT FOR
TEMPORARY PUMP AROUND
DISCHARGE.
N
ColeJenest PRESLEY RESIDENTIAL UNION NEW HOPE ROAD - CULVERT EXTENSION/ROAD WIDENING - PLAN VI
& Stone PRESLEY DEVELOPMENT, LLC Project No. 4561 Issued8.12.19 SCALE: 1"=20'
0 10' 20' 40'

GENERAL NOTES
1.) STREAM BEDS ARE NOT TO BE
DISTURBED FOR ANY REASON OUTSIDE OF
PERMITTED DISTURBED LIMITS.
2.) SILT FENCE TO BE INSTALLED PRIOR TO
WALL CONSTRUCTION TO PREVENT /
ACCIDENTAL DISTURBANCE.
/ BMP #5
/ FUTURE THOROUGHFARE
/ ALIGNMENT
PHASE 1 \/
DEVELOPMENT /
TEMPORARY SEWER ,
CROSSING DISTURBANCE
BMP #4
PHASE 1 STREAM
\ IMPACTS
BMP #2
\ � BMP #1
\ BMP #3
AMENITY
FUTURE PHASE 2
DEVELOPMENT
BMP #6
ADDITIONAL PHASE 1 STREAM IMPACTS FOR
ROADWAY WIDENING/ CULVERT EXTENSION
ti
ColeJenest PRESLEY RESIDENTIAL OVERALL SITE PLAN PHASING MAP
& stone PRESLEY DEVELOPMENT, LLC Project NO.4561 Issued8.12.19 SCALE: 1"=500'
I
0 250' 500' 1000,

690
77.42 LF OF 48" 0 1.829b--\
665
PROPOSED GRADE
PROPOSED RETAINING WALL
PROPOSED STORM MANHOL
------- 690
EXISTING HEADWALL TO BE
REMOVED
685
'ULVERT DUE TO
DENING WORK
700
695
EXTENDING
ROADWAY
EXISTING STREAM GRADE
680
27.87 LF OF 48' 0 0.50%
675
EXISTING1,48" CULVERT
"0
t0
N 04
rl-
OD OD
r- r-
to
to
to to
(0 to
to to
670
665
—1+00 —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
PROFILE
700
695
X
700
675
675
PROPOSED 48" PIPE I-KUM
PROPOSED HEADWALL TO
PROPOSED MANHOLE JUNCTION.
670
670
SCALE:
1 =5' V
0 2.5'
5'
10,
665
1
665
SCALE:
V=50' H
0 0
C� C�
00 co
CC) ()R
FO F0
OD 00 04 04
(0 (0
to (0
0 25'
50'
100,
—0+50
0+00
0+50 1+00 1+50
CROSS SECTION
ColeJenest PRESLEY RESIDENTIAL UNION NEW HOPE ROAD - CULVERT EXTENSION/ROAD WIDENING - PLAN VIEW
& Stone PRESLEY DEVELOPMENT, LLC Project No. 4561 Issued 8.12.19

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01806 County: Gaston U.S.G.S. Quad: NC -Belmont
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Preslev Development LLC
Sean Cooney
Address: 2701 East Camelback Road, Suite 180
Phoenix, AZ 85016
Telephone Number: 602-481-4301
E-mail: scoonevasuncrestreal.com
Size (acres) 314 Nearest Town Gastonia
Nearest Waterway Sugar Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.182055
Longitude:-81.115505
Location description: The proiect area is located 0.391 miles West of the intersection Union New Hone Road and Craialand
Lane in Gaston County. PIN: 3562776203.
Description of projects area and activity: This verification authorizes:
1.) The permanent impact of 120 linear feet of Stream B (intermittent) for a culvert
2.) The temporary impact of 40 linear feet of Stream B (intermittent) for temporary dewatering
3.) The temporary impact of 48 linear feet of Stream B (perennial) for an open -cut trench
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 4/18/2019, and the enclosed plans Overall Site Plan Phasing Map dated
04/10/2019 Culvert Crossing -Plan View dated 02/12/2019. Utility Plan dated 04/10/2019, & Phase 1 Temporary dated 4/18/2019.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,
a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Catherine M. Janiczak at 704-510-1438 or Catherine.M.Janiczak(a,usace.army.mil.
Corps Regulatory Official: Date: 6/20/2019

Expiration Date of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/Pp=l 36:4:0
Copy furnished:
Agent: CWS, Inc.
Aliisa Hariuniemi
Address: 550 E. Westinehouse Boulevard
Charlotte, NC 28273
Telephone Number: 980-259-1222
E-mail: aliisa(a),cws-inc.net

Action ID Number: SAW-2018-01806County: Gaston
Permittee: Presley Development LLC, Sean Cooney
Project Name: Presley Development LLC Development
Date Verification Issued: 6/20/2019
Project Manager: Catherine M. Janiczak
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Catherine M. Janiczak
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

GFNFRAL NOTES S1- Culvert Crossing
1.) STREAM BEDS ARE NOT TO BE 120 If pf permanent impacts
DISTURBED FOR ANY REASON OUTSIDE OF (Detail Sheet 1)�
PERMITTED DISTURBED LIMBS.
2.) SLT FENCE TO BE INSTALLED PRIOR TO S2- Temporary Dewatering
WALL CONSTRUCTION TO PRE%ENT 401f of temporary impact Detail
ACCIDENTAL DISTURBANCE, p ry p ( z
��,� 1 �:'
3-) STREAMS ARE NOT TO BE DISTURBED Sheet 2 -:� M t!`l - 7
FOR BORING OPERATIONS, BEFORE OR
AFTER PIPE INSTALLATION.
/ BMP #5
/ FUTURE THOROUGHFARE I �+ ,. r /r _4;,i
ALUGNMENTPHAc
SE I
ILL J�. 1 / ,`j)� i l ,•
DEVELOPMENT
/
FUTURE PHASE 2
j BMP 04 ` DEVELOPMENT
PHASE I STREAMIMPACTS
BMP #2
-- T )
BMP g1 J BMP /6
\ BMP /3 j y 0:i r
-� -� Phase 2 Union
New Hope Road
-
� - - Connection
tHM new HOPE RDAD
© & Stop rlsst
PRESLEY RESIDENTIAL OVERALL SITE PLAN PHASING MAP ti
storTe PRESLEY DEVELOPMENT, LLC Project No.4561 Issued4.10.19 SCALE: 1^=500'
0 250' 500' tow

INTERMITTENT STREAM Detail Sheet 2
EXITING 'TOP B K
_.\ EXISTING 807M
RIP -RAP SUMP PIT FOR
IEMPORARY PUMP AROUND
DISCHARGE. \ \ \ \\\\\\\,. / \ / \ \
\
S2�, \ \ oor
11 \ \ \
20 tF OF TEMPORARY IMPACTS AT
CULVERT OUTLET NEEDED FOR
CONSTRUCTION OF RETAINING - _ ///"` �^
\ 'WALLS AND DEWATERING \ STREAM PUMP AROUND DURING WT
\ CULVERT CONSTRUCTION 12,Q
PROPOSED RETAINING WALL PROPOSED RETAINING WALL \
100 LF OF PROPOSED 60" CMP -� i �� 20 LFCULVETEMPORARY
NEEDEDMPAACTS AT \
(12" EMBEDMENT DEPTH) \ FOR
! \ \� \ CONSTRUCTION OF RETAINING \
\\ ` \ WALLS AND DEWATERING
\ S1: 120 LF OF IMPACTS TO RIP -RAP SUMP PIT WITH
THE EXISTING STREAM FOR \ \ TEMPORARY PUMP AROUND.
THE PROPOSED CULVERT
\ N
ColeJenest PRESLEY RESIDENTIAL CULVERT CROSSING - PLAN VIEW
s Stone PRESLEY DEVELOPMENT, LLC Project No. 4561 Issued 2.12.19 SCALE: V" 20'
0 10, 20' 40'

a
OColeJenest PRESLEY RESIDENTIAL
& Stone PRESLEY DEVELOPMENT, LLC
F17=1 hA7ER LINE
= SEWF� Ll%E
F=::] STORY UNE
UTILITY PLAN
PfojectNo.4561 lssued4.10.19 SCALE: 1"=500'
0 250, 500, 1000,

ColeJenest
& Stone
RESLOPE EXISTING STREAM
BANK TO ORIGINAL CONTOURS
AND STABILIZE WITH NATIVE
PLANT SEED. MIX PER EROSION
CONTROL NOTES. INSTALL
NORTH AMERICAN GREEN
S-75BN MATTING OR EQUAL
ON STREAMBANK WHEN
SEEDING IS COMPLETED.
\` \ \ \ \ \ \ O\ -
'STREAM PUMP AROUND DURING
,CULVERT CONSTRUCTION
' 10' RIP —RAP SUMP PIT WITH
.TEMPORARY PUMP AROUND.
N
PRESLEY RESIDENTIAL PHASE 1 TEMPORARY SEWER CROSSING
PRESLEY DEVELOPMENT, LLC Project No.4561 Issued4.18.19 SCALE: V=20'
0 10' 20' 40'

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Mr. Sean Cooney
Presley Development, LLC
2701 East Camelback Rd., Ste. #180
Phoenix, AR 85016
NORTH CAROLINA
Environmental Quality
14 May 2019
DWR# 19-0515
Mecklenburg County
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Presley Development
Dear Mr. Cooney:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated April 18, 2019 and
received by the Division of Water Resources (the Division) on April 23, 2019. After reviewing
your application, we have determined that this project is covered by Water Quality General
Certification Number 4139 which can be viewed on our web site at
https://deg nc gov/about/divisions/water-resources/water-resources-permits/wastewater-
branch/401-wetlands-buffer-permits/401-401-isolated-wetlands-waters-program The General
Certification allows you to use Nationwide Permit Number 29 once it is issued to you by the U.S.
Army Corps of Engineers (COE). Please note that you should get any other federal, state or
local permits before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
This approval is only valid for the purpose and design that you described in your
application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new Certification. If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in
the future) exceed 300 linear feet, compensatory mitigation may be required. If the
property is sold, the new owner must be given a copy of the Certification and approval
letter; and is thereby responsible for complying with all conditions. 15A NCAC
02H .0506 and 15A NCAC 02H .0507
2. The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced. 15A NCAC 02H .0502 (e)
DE QJ� North Carolina Department of Environmental Quality I Division of Water Resources
_ Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
o.wm of Emhpm�nYl O� %'� 704.663.1699

3. Approved Impacts:
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
88 linear ft.
120 linear ft.
Wetland
0 acre
0 acre
4. Diversion Ditches and other storm water conveyances as related to the sediment and
erosion control measures shall be matted and/or stabilized to reduce sediment loss and
turbidity. This includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506
(b)(3) and (c)(3)
5. Barefll slopes in excess of 10 feet in height and within 30 feet of surface waters shall be
matted. 15A NCAC 02H .0506 (b)(3) and (c)(3)
6. Water Quality/Stormwater: Please provide documentation showing that water quality
from the development will not be impaired. A storm water management plan (Gaston
County) in lieu of such documentation is acceptable if approved by a delegated or state
authority. 15A NCAC 2H .1000
7. Stormwater discharge structures at this site shall be constructed in a manner such that
the potential receiving streams (of the discharge) will not be impacted due to sediment
accumulations, scouring or erosion of the stream banks. 15A NCAC 02H .0506(b)(5)
8. Use of native vegetation and other soft stream bank stabilization techniques is
recommended where practicable instead of riprap or other bank hardening methods. If
riprap is necessary, it shall not be placed in the streambed, unless approved by DWR.
9. During the construction of the project, no staging of equipment of any kind is permitted in
waters of the U.S., or protected riparian buffers. 15A NCAC 02H .0506(b)(3)
10. No rock, sand or other materials shall be dredged from the stream channel except where
authorized by this Certification. 15A NCAC 02H.0506(b)(3)
11. The permittee shall report to the Mooresville Regional Office any noncompliance with
this certification, any violation of stream or wetland standards [including but not limited to
sediment impacts, and any violation of state regulated riparian buffer rules. Information
shall be provided orally within 24 hours (or the next business day d a weekend or
holiday) from the time the applicant became aware of the circumstances. A wrttr
submission shall also be provided within 5 business days of the time the applicant
becomes aware of the circumstances. The written submission shall contain a description
of the noncompliance, and its causes; the period of noncompliance, including exact
dates and times, if the noncompliance has not been corrected, the anticipated time
compliance is expected to continue; and steps taken or planned to reduce, eliminate,
and prevent reoccurrence of the noncompliance. The Division may waive the written
submission requirement on a case -by -case basis. 15A NCAC 026 .0200
12. The Permittee shall ensure that the final design drawings adhere to the permit and to the
permit drawings submitted for approval. 15A NCAC 02H .0507 (c) and 15A NCAC
02H .0506 (b)(2) and (c)(2)

13. Upon completion of the project, the applicant shall complete and return a "Certificate of
Completion" form to the 401 /Wetlands Branch of the Division using the following link:
https://edocs.deq.nc.gov/Forms/Certificate-of-Completion. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute 150B
by filing a written petition for an administrative hearing to the Office of the Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service.
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS. FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
Mr. William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699.
Sincerely,
Docu5i9neu.
Cey�
,
A ,4CG631AF2742'...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Cathy Janiczak, Army Corps of Engineers, Charlotte, email
Christine Geist, CWS, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401
Wetland & Buffer Permitting Unit, North Carolina Division of Water Resources, 1617 Mail Service Center,
Raleigh, NC, 27699-1617. This form may be returned to NCDWR by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project for the Permittee hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature Registration No. Date