20200504 Ver 1_Corps SAW-2020-00674 Email 1 of 2_20211006

Strickland, Bev
From: Kevin Martin <[e-mail]>
Sent: Wednesday, October 6, 2021 11:16 AM
To: Phillips, George L CIV USARMY CESAW (USA); Goss, Stephanie
Subject: [External] The Pointe at Town Center: DWR Project # 20200504, Corps
SAW-2020-00674 Email 1 of 2
Attachments: cover letter_revised PCN_10-6-21.pdf; revised 10-6-21 PCN_FillableForm_v4_
04042021.pdf; Sumner - Impact Maps revised - 9-29-21.pdf; Photo Stream 2_May 12
2020 at span.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Lyle and Stephanie, at long last I have the revised impact maps for this project. As requested a
geotechnical report was conducted (copy attached) and the arch span design was revised
based on that (see plans and footing correspondence.pdf). I have attached a updated PCN
form, a cover letter to this email. The geotech report and footing correspondence in in a
second email due to size. Let me know if you have questions or need anything else.
am attaching a photo at the span location as a reminder of what an unstable "grand canyon"
we are dealing with, there is a 4' tall soil auger in the photo for scale. We did NCSAM on both
Streams let me know if you want copies, since mitigation thresholds are no reached I assumed
you do not need them.
They both came out as "MEDIUM" quality.
Stream 1 was full of sandy sediment and appeared to still be aggrading. I didn't find anything
in it beyond amphipods. I think it's intermittent, but I originally put perennial on the PCN
application and JD so I left it that way in this revision. I didn't run a DWR stream form on it, but
suspect I'd come up in the high 20's somewhere. So, it could be barely perennial.
Stream 2 (at the span location) while very deeply incised in essentially a deep gully/trench, and
very unstable banks in places, had very clean, clear water, good substrate & habitat, fish,
salamanders, crayfish, etc. (see attached photo set w/ close up of stream and critters). It's
definitely perennial.
Kevin C. Martin
Principal
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone] Office Phone
[phone] Fax
[phone] Mobile
kmartin©sandec.com
Visit us at SandEC.com!
1

This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a
matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you
are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic
communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you
From: Phillips, George L CIV USARMY CESAW (USA) [mailto:[e-mail]]
Sent: Friday, September 10, 2021 9:34 AM
To: Kevin Martin <[e-mail]>
Subject: RE: The Pointe at Town Center: DWR Project # 20200504, Corps SAW-2020-00674
Hey Kevin,
I did not withdraw the application so you can revise the original PCN form with updated impacts and a cover letter and I
will work to process the application. NCDWR may have closed out the file and may require a new application.
Permanent fill within the channel for arch culvert installation would be considered a permanent impact.
Please provide the geotech report and recommendations with you additional information submittal.
Also, please separate out the culvert impacts from the dissipater impacts.
Let me know if you have any questions or concerns.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
From: Kevin Martin <[e-mail]>
Sent: Wednesday, September 8, 2021 8:35 AM
To: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] RE: The Pointe at Town Center: DWR Project # 20200504, Corps SAW-2020-00674
Lyle, just checking to see if you had a chance to review the revised plans and impacts, if they
are OK with you I can revise the original PCN form with updated impacts and a cover letter so
you can process the application.
Kevin C. Martin
Principal
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
2

Raleigh, NC 27615
[phone] Office Phone
[phone] Fax
[phone] Mobile
[e-mail]
Visit us at SandEC.com!
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a
matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you
are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic
communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you
From: Kevin Martin
Sent: Wednesday, August 18, 2021 12:36 PM
To: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>; Goss, Stephanie
<[e-mail]>
Subject: The Pointe at Town Center: DWR Project # 20200504, Corps SAW-2020-00674
Lyle and Stephanie, we finally have a revised designed based on a geotech report and the
contech recommendations (which I can send if you want them), let me know what you think of
this and if it looks OK I will submit a more formal response to your comments from last year.
As a reminder Originally 24' (22'± between footers) — span was proposed
Currently 38' (30'± between footers) — detail attached is proposed.
Even with the much wider span they were still so close to the channel bank on the east side
and at a small area at the north that after talking to Lyle I suggested they propose small
channel impacts at those locations (see page 7) impact amounts are listed on Page 1 and will
still be below 0.02 acres of stream, it seems to me that from a linear foot standpoint that
stream impact would be temporary since the stream channel will remain open (not piped) but
will just be realigned. Do you agree Stephanie?
Kevin C. Martin
Principal
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone] Office Phone
[phone] Fax
[phone] Mobile
[e-mail]
Visit us at SandEC.com!
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a
matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you
are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic
communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you
3

S&
EC
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
s andec.cozn
To: RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
Attn: Lyle Phillips
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
From: Kevin C. Martin
Soil & Environmental Consultants, PA
October 6th, 2021
S&EC Project #13587
NC DWR, Raleigh Regional Office
Attn: Stephanie Goss
3800 Barrett Drive
Raleigh, NC 27609
Re: The Pointe at Town Center
DWR Project # 20200504, Corps SAW-2020-00674
Raleigh, Wake County, NC
On behalf of the applicant, Triangle Town Center Holding, LLC (Attn: Mark Tipton) please find attached
a revised PCN application form and supplemental information addressing comments by the USACE and
NCDWR. The applicant is requesting approval to utilize Nationwide permit 29 from the USACE and
associated the 401 Water Quality Certifications as well as a Buffer Authorization from N.C. Division of
Water Resources (NCDWR). Impacts are below wetland and stream loss mitigation thresholds but Impact
2 will require buffer mitigation.
The proposed project is a residential apartment complex. For more details see the attached site plans,
maps and PCN form. The proposed impacts are for fill for two road crossings (NWP29). Impact 1 is a
culverted crossing. Impact 2 is an arch span but due to width and height of the incised stream footings
cannot be constructed without impacting the stream channel. We have chosen to consider these to be
permanent impacts underneath the span, only the temporary construction access at each end of the span
is considered temporary. The arch span is required to avoid backwater on the adjacent upstream
property. No rip rap is required at the arch span. An aerial sewer line is proposed that has no stream or
wetland impacts and is deemed allowable by the buffer rules.
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
The Pointe at Town Center
Project Type
Residential Apartments
Owner / Applicant
Triangle Town Center Holding, LLC
County
Wake
Nearest Town
Raleigh
Waterbody Name
UT to Perry Creek
Basin
Neuse
Class
C; NSW

IMPACT SUMMARY
Stream Impact (total ac):
0.03379
Perennial loss (USACE mitigation if >0.02)
0.01779
intermittent loss
0
Perennial Temporary
0.0143
Intermittent Temporary
0
Perennial Rip Rap
0.0017
Intermittent Rip Rap
0
Wetland Impact (total acres):
0.021
Headwater Loss (2:1 mitigation USACE if
over 0.1 ac)
0.021
Headwater Conversion (1:1 mitigation USAGE)
0
Headwater Temporary
0
Open Water Impact (acres):
0.0
Total Stream Impact (linear feet):
290
Perennial Temporary
50
Intermittent Temporary
0
Intermittent Rip Rap
0
Perennial Rip Rap
20
Perennial loss
220
Intermittent loss
0
Zone 1 Buffer
18,200 sqft
Zone 2 Buffer
12,710 sqft
Total Buffer (Zone 1 and 2)
30,910 sqft
Attachments: (USACE and DWR)
Revised Pre -construction Notification (PCN) Application Form
Revised Impact Exhibits (9 pages)
Geotechnical Report
Footing Correspondence

NORTH CAROLINA
Environmental Quality
Water Resources
Office Use Only
Corps Action ID no. [Click to enter.] Date received: [Click to enter.]
DWR project no. [Click enter.] Date received: [Click to enter.]
Site Coordinates:
Latitude (DD.DDDDDD): 35.860911
Longitude (DD.DDDDDD): 78.573579
Form Version 4, April 4, 2021
Pre -Construction Notification (PCN) Form
(Ver. 4, April 4, 2021))
For Nationwide Permits and Regional General Permits and corresponding Water Quality Certifications
Please note: fields marked with a red asterisk * are required. The form is not considered complete until all
mandatory questions are answered.
The online help file may be found at this link:
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf
The help document may be found at this link:
http://www.saw.usace.armv.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-
Permits/Pre-construction-Notification/
Before submitting this form, please ensure you have submitted the Pre -Filing Meeting Request Form as
DWR will not be able to accept your application without this important first step. The Pre -Filing Meeting
Request Form is used to satisfy 40 C.F.R. Section 121.4(a) which states "At least 30 days prior to
submitting a certification request, the project proponent shall request a pre -filing meeting with the certifying
agency." In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all certification requests must
include documentation that a pre -filing meeting request was submitted to the certifying authority at least 30
days prior to submitting the certification request.
Attach documentation of Pre -Filing Meeting Request to this Application.
Date of Pre -filing Meeting Request (MM/DD/YYYY) *: N/A
DWR ID # 20200504 Version 1 (If applicable)
Page 1 of 21 PCN Form - Version 1.5, September 2020

A. Processing Information
County (counties) where project is located: *
Wake Additional (if needed).
Is this a NCDMS project? *
(Click yes only if NCDMS is the applicant or co-
applicant)
❑ Yes III No
Is this a public transportation project? *
(Publicly funded municipal, state, or federal road, rail,
or airport project)
❑ Yes Z No
Is this a NCDOT project? *
❑ Yes Z No
If yes, NCDOT TIP or state project number:
Click to enter.
If yes, NCDOT WBS number: *
Click to enter.
1 a. Type(s) of approval sought from the Corps: *
III Section 404 Permit (wetlands, streams, waters,
Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal
waters, Rivers and Harbors Act)
Has this PCN previously been submitted? *
III Yes ❑ No
Please provide the date of the previous submission. *
4/13/2020
1 b. What type(s) of permit(s) do you wish to seek
authorization? *
III Nationwide Permit (NWP)
IIIRegional General Permit (RGP)
❑ Standard (IP)
This form may be used to initiate the standard/ individual permit process with the USACE. Please contact your Corps
representative concerning submittals for standard permits. All required items can be included as attachments and
submitted with this form.
1 c. Has the NWP or GP number been verified by the Corps? *
o Yes ❑ No
NWP number(s) (list all numbers ):
NWP 29
RGP number(s) (list all numbers ):
Click to enter.
Are you a federal applicant?
❑ Yes III No
If yes, please provide a statement concerning compliance with the Coastal Zone Management Act *
Click to enter text.
ld. Type(s) of approval sought from DWR (check all that apply): *
III 401 Water Quality Certification — Regular ❑ 401 Water Quality Certification— Express
❑ Non-404 Jurisdictional General Permit III Riparian Buffer Authorization
❑ Individual 401 Water Quality Certification
Page 2 of 21 PCN Form - Version 1.5, September 2020

Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be
able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request.
To read more information on when this form is needed prior to application submission:
https://www.epa.gov/sites/production/files/2020-07/documents/clean water act section 401 certification rule.pdf
To view the form: https://edocs.deq.nc.gov/Forms/DWR-Pre-Filing-Meeting-Request
Is this a courtesy copy notification
❑ Yes ❑x No
1 e.
Is this notification solely for the record because written approval is not required? *
For the record only for DWR 401 Certification: *
❑ Yes ❑x No
For the record only for Corps Permit: *
❑ Yes ❑x No
1f.
Is this an after -the -fact permit/certification application? *
❑ Yes ❑x No
1 g.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts?
„ Yes ❑ No
If yes, attach the acceptance letter from mitigation bank or in -lieu fee program.
1 h.
Is the project located in any of NC's twenty coastal counties? *
❑ Yes ❑x No
1 i.
Is the project located within an NC DCM Area of Environmental
Concern (AEC)? *
El Yes ❑x No El Unknown
1j.
Is the project located in a designated trout watershed? *
❑ Yes ❑x No
If yes, you must attach a copy of the approval letter from the appropriate Wildlife Resource Commission Office.
Trout information may be found at this link: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Agency-Coordination/Trout.aspx
Page 3 of 21 PCN Form - Version 1.5, September 2020

B. Applicant Information
1 a.
Who is the primary contact? *
Kevin Martin
1 b.
Primary Contact Email: *
[e-mail]
1 c.
Primary Contact Phone: * (###)###-####
[phone]
1 d.
Who is applying for the permit/certification? * (check
all that apply)
J Owner ❑ Applicant (other than owner)
1 e.
Is there an agent/consultant for this project?*
J Yes ❑ No
2. Landowner Information
2a. Name(s) on Recorded Deed: *
Triangle Town Center Holding, LLC
2b. Deed Book and Page No.:
Book: 017685 Page: 02207
2c. Contact Person (for corporations):
Mark Tipton
2d. Address *
Street Address:
2013 Rolling Rock Road
Address line 2:
Click to enter.
City:
Wake Forest
State/ Province/ Region:
NC
Postal/ Zip Code:
27587-6271
Country:
USA
2e. Telephone Number: * (###)###-####
[phone]
2f. Fax Number: (###)###-####
Click to enter.
2g. Email Address: *
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Name: *
Mark Tipton
3b.
Business Name (if applicable):
Triangle Town Center Holding, LLC
3c.
Address: *
Street Address:
2013 Rolling Rock Road
Address line 2:
Click to enter.
City:
Wake Forest
State/ Province/ Region:
NC
Postal/ Zip Code:
27587-6271
Country
USA
3d.
Telephone Number: * (###)###-####
[phone]
3e
Fax Number: (###)###-####
Click to enter.
3f.
Email Address: *
[e-mail]
Page 4 of 21
PCN Form - Version 1.5, September 2020

4. Agent/ Consultant (if applicable)
4a. Name: *
Kevin Martin
4b. Business Name:
Soil & Environmental Consultants, PA
4c. Address: *
Street Address:
8412 Falls of Neuse Road, Suite 104
Address line 2:
Click to enter.
City:
Raleigh
State/ Province/ Region:
NC
Postal/ Zip Code:
27615
Country:
USA
4d. Telephone Number: * (###)###-####
[phone]
4e Fax Number: (###)###-####
Click to enter.
4f. Email Address: *
[e-mail]
Agent Authorization Letter:*
Attach a completed/signed agent authorization form or letter. A sample form may be found at this link:
https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/Pre-
construction-Notification/
Page 5 of 21 PCN Form - Version 1.5, September 2020

C. Project Information and Prior Project History
1.
Project Information
1 a.
Name of project: *
The Pointe at Town Center
1 b.
Subdivision name (if appropriate):
Click to enter.
1 c.
Nearest municipality/town: *
Raleigh
2.
Project Identification
2a.
Property identification number (tax PIN or parcel ID):
1726682647
2b.
Property size (in acres):
+/-28.99
2c.
Project Address:
Street Address:
3900 Sumner Blvd
Address line 2:
Click to enter.
City:
Raleigh
State/ Province/ Region:
NC
Postal/ Zip Code:
27616
Country:
USA
2d.
Site coordinates in decimal degrees (using 4-6 digits
after the decimal point): *
Latitude (DD.DDDDDD): * 35.860911
Longitude (-DD.DDDDDD): *-78.573579
3.
Surface Waters
3a.
Name of nearest body of water to proposed project: *
UT to Perry Creek (Stream Index: 27-25-2(2))
3b.
Water Resources Classification of nearest receiving
water: *
C;NSW
The Surface Water Classification map may be found at this link:
https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e125ad7628f494694e259c80dd64265
3c.
In what river basin(s) is your project located? *
Neuse
Choose additional (if needed)
3d.
Please provide the 12-digit HUC in which the project is
located: *
030202010704
The Find Your HUC map may be found at this link:
https://ncdenr.maps.arcgis.com/apps/Publiclnformation/index.html?appid=ad3a85a0c6d644a0b97cd069db238ac3
Page 6 of 21 PCN Form - Version 1.5, September 2020

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: *
The existing conditions on the site consists primarily of heavily wooded land. There are two (2) perennial streams
the bisect through the property and connect to a stormwater pond that is adjacent to the property. One runs east -
west while the other runs south -north. A non -jurisdictional drainageway that does not appear on the soil survey or
usgs topo quad also runs through and connects to the pond on the western side. The general land use in the
vicinity of this project is primarily commercial and residential development. Triangle Town Center and Sumner
Blvd bounds the property to the North. Commercial development and a pond bounds the property to the West.
Wooded Land and East Millbrook Middle School bounds the property to the South. Residential properties bound
the property to the East.
4b. Have Corps permits or DWR certifications been obtained for this
project (including all prior phases) in the past? *
❑ Yes Z No ❑ Unknown
If yes, please give the DWR Certification number and/or Corps
Action ID (ex. SAW-0000-00000):
[Click to enter.]
[Click to enter.]
Attach any pertinent project history documentation
4b2. Is any portion of the work already complete? *
❑ Yes ❑x No
If yes, describe the completed work.
Click to enter text.
4c. List of other certifications or approvals/denials received from other federal, state or local agencies for work
described in this application not related to the 404 or 401.
Click to enter text.
4d. Attach an 81/2 x 11" excerpt from the most recent version of the USGS topographic map indicating the location of
the project site.
4e. Attach an 81/2 x 11" excerpt from the most recent version of the published County NRCS Soil Survey map
depicting the project site.
4f. List the total estimated acreage of all existing wetlands on the
property:
.052 acres
4g. List the total estimated linear feet of all existing streams (intermittent
and perennial) on the property:
8,463 linear feet
4g1. List the total estimated acreage of all existing open waters on the
property:
0 acres
4h. Explain the purpose of the proposed project: *
The purpose of this project is to construct residential development and associated infrastructure.
4i. Describe the overall project in detail, including the type of equipment to be used: *
The overall project consists of a multi -family residential development and the construction of roadway
infrastructure, utilities, multi -family lots, mailbox kiosk and Stormwater Control Measures (SCM). Specifically,
there are stream, riparian buffer and wetland impacts associated with road crossings and riparian buffer impacts
associated with utilities. Equipment typically used for construction and earthwork such as backhoes, bulldozers,
excavators, graders, pavers etc. will be utilized for this project.
4j. Attach project drawings/site diagrams/depictions of impact areas for the proposed project.
4k. Will this activity involve dredging in wetlands or waters? *
❑ Yes ❑x No
If yes, describe the type of dredging, the composition of the dredged material, and the locations of disposal area.
Click to enter text.
Page 7 of 21
PCN Form - Version 1.5, September 2020

5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or in
proposed impact areas?
„ Yes ❑ No ❑ Unknown
Comments:
Click to enter text.
5b. If the Corps made a jurisdictional determination,
what type of determination was made? *
❑x Preliminary ❑ Approved ❑ Emailed concurrence
❑ Not Verified ❑ Unknown ❑ n/a
Corps AID number (ex. SAW-0000-00000):
SAW-2007-03636
5c. If 5a is yes, who delineated the jurisdictional
areas?
Name (if known): Kevin Martin
Agency/Consultant Company: Soil & Environmental
Consultants, PA
Other: Click to enter.
5d. List the dates of the Corps jurisdictional determination or State determination if a determination was made by
either agency.
Tasha Alexander of the USACE performed a site visit on 8/7/2018 to verify the wetland delineation, see attached
email.
5d1. Attach jurisdictional determinations.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑x No
6b.
If yes, explain.
It is my understanding that there are no intended future phases beyond the property boundaries shown.
Therefore, no additional NWP, Regional General Permits, or IP are anticipated.
Are any other NWP(s), regional general permit(s), or individual permit(s) used, or intended to be used, to
authorize any part of the proposed project or related activity? This includes other separate and distant crossings
for linear projects that require Department of the Army authorization but don't require pre -construction
notification.
No
7.
Addresses of adjoining property owners, lessees, etc. whose property adjoins the waterbody (if more than can be
entered here, please attach a supplemental list)
Click to enter.
8.
Scheduling of activity:
Click to enter.
Page 8 of 21 PCN Form - Version 1.5, September 2020

D. Proposed Impacts Inventory
1. Impacts Summary
1 a. Where are the impacts associated with your project
(check all that apply):
❑x Wetlands
❑x Buffers
❑ Pond Construction
❑x Streams - tributaries
❑ Open Waters
2. Wetland Impacts
If there are wetland impacts proposed on the site, complete this table for each wetland area impacted.
2a.
Site #
2a1.
Impact
Reason/Type
2b.
Impact
Duration
2c.
Wetland Type
2d.
Wetland Name
2e.
Forested
?
2f.
Jurisdiction
Type
2g.
Impact Area
(ac)
W1
Road/
Driveway
Crossing
Permanent
Headwater
Forest
W3/W4/W5/W6/W7
Yes
Both
.021
W2
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W3
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W4
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W5
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W6
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W7
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W8
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W9
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W 10
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W 11
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W12
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W13
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W14
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W 15
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
2g1. Total temporary wetland impacts
0 ac
2g2. Total permanent wetland impacts
.021 ac
2g3. Total wetland impacts
.021 ac
2h. Type(s) of material being discharged and the amount of each type in cubic yards:
Click to enter text.
2i. Comments:
Click to enter text.
Page 9 of 21
PCN Form - Version 1.5, September 2020

3. Stream Impacts
If there are perennial or intermittent stream/ tributary impacts (including temporary impacts) proposed on the site,
complete this table for all stream/ tributary sites impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated local government
Site #*
3a
Impact
Reason*
3b.
Impact
Duration*
3c.
Impact Type*
3d.
Stream Name*
3e.
Stream
Type*
3f.
Jurisdiction
Type*
3g.
Stream Width
(avg ft) *
3h.
Impact length
(linear ft) *
S1
Road Crossing
Permanent
Crossing/
Culvert
Stream 1
Perennial
Both
6
145
S2
Road Crossing
— RipRap
(Permanent -
No permanent
loss)
Permanent
Other
Stream 1
Perennial
Both
4
20
S3
Road Crossing
— Coffer Dam
Temporary
Other
Stream 1
Perennial
Both
1
20
S4
Road Crossing
Permanent
Crossing/
Culvert
Stream 2
Perennial
Both
5
75
S5
Road Crossing
— Temporary
Construction
Access
Temporary
Other
Stream 2
Perennial
Both
20
30
S6
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S7
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S8
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S9
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S10
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S11
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S12
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S13
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S14
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S15
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S16
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S17
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S18
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S19
lick to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S20
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
3i1. Total jurisdictional ditch
impact:
0 linear ft
3i2. Total permanent stream
impacts:
240 linear ft
3i3. Total temporary stream
impacts:
50 linear ft
Page 10 of 21
PCN Form - Version 1.5, September 2020

3i4. Total stream and ditch
impacts:
290 linear ft
3j. Comments:
Click to enter.
Page 11 of 21 PCN Form - Version 1.5, September 2020

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., individually list all open water impacts in the table below.
4a.
Site #*
4a1.
Impact Reason
4b.
Impact
Duration*
4c.
Waterbody Name*
4b.
Activity Type*
4e.
Waterbody
Type*
4f.
Impact area
(ac)*
01
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
02
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
03
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
04
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
05
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
4g. Total temporary open water impacts
0 ac
4g. Total permanent open water impacts
0 ac
4g. Total open water impacts
0 ac
4h. Comments:
Click to enter.
5. Pond or Lake Construction
If pond or lake construction is proposed, complete the table below. (*This does NOT include offline stormwater
management ponds.)
5a.
Pond ID
#
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (ac)
5d.
Stream Impacts (ft)
5e.
Upland
Impacts (ac)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
P2
Choose one
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
P3
Choose one
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
5f. Total
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
5g. Comments:
Click to enter.
5h. Is a dam high hazard permit required?
❑ Yes ❑ No
If yes, permit ID no.:
Click to enter.
5i. Expected pond surface area (acres):
Click to enter.
5j. Size of pond watershed (acres):
Click to enter.
5k. Method of construction:
Click to enter.
Page 12 of 21 PCN Form - Version 1.5, September 2020

6. Buffer Impacts (DWR requirement)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts.
6a. Project is in which protected basin(s)?
(Check all that apply.)
❑x Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Jordan ❑ Goose Creek ❑ Randleman
❑ Other: Click to enter.
Site #*
6b.
Impact Type*
6c.
Impact Duration*
6d.
Stream Name*
6e.
Buffer
Mitigation
Required?*
6f.
Zone 1 Impact*
(sq ft)
6g.
Zone 2 Impact*
(sq ft)
B1
Crossing/ Culvert/
Bridge
Permanent
Stream 1
Yes
9,550
6,350
B2
Crossing/ Culvert/
Bridge
Permanent
Stream 2
No
7,400
5,400
B3
Utility Lines
Permanent
Stream 2
No
1,250
950
B4
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B5
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B6
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B7
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B8
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B9
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B10
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B11
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B12
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B13
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B14
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B15
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B16
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B17
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B18
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B19
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B20
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter
Click to enter.
6h. Total temporary impacts:
Zone 1: 0 sq ft
Zone 2: 0 sq ft
6h. Total permanent impacts:
Zone 1: 18,200 sq ft
Zone 2: 12,710 sq ft
6h. Total combined buffer impacts:
Zone 1: 18,200 sq ft
Zone 2: 12,710 sq ft
6i. Comments:
.;lick to enter.
Please attach supporting documentation (impact maps, plan sheets, etc.) for the proposed project.
Page 13 of 21 PCN Form - Version 1.5, September 2020

E. Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts through project design: *
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to
identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable.
Impact 1 is proposed permanent and temporary wetland, stream and riparian buffer impacts for a road crossing.
This road crossing is necessary for access to the central portion of the property. Stream and riparian buffer
impacts at Impact 1 have been minimized by utilizing headwalls and a cofferdam with diversion and pump
around. Impact 2 is proposed permanent stream and riparian buffer impacts for a road crossing. The road
crossing is necessary to connect the west side of the property to the east side. Arched culvert has been utilized
to minimize stream & buffer impacts. Impact 3 is proposed permanent riparian buffer impacts for an aerial
sanitary sewer crossing. The aerial crossing was proposed to avoid stream impacts. Note that temporary stream
impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
1 b.
Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques: *
The project will require an approved Erosion & Sediment Control Plan, reviewed and approved by the City of
Raleigh. Typical measures such as silt fence, riprap outfalls, tree protection fencing, sediment basins will be
required for this project. At stream crossing 1, a coffer dam with a pump around will be utilized to dewater the
stream before construction activities take place within the stream bed.
2. Compensatory Mitigation for Impacts to Waters of the U.S., Waters of the State, or Riparian Buffers
2a. If compensatory mitigation is required, by whom is it required? *
(check all that apply)
❑ DWR ❑ Corps
2b. If yes, which mitigation option(s) will be used for this
project? * (check all that apply)
❑ Mitigation Bank
❑ In Lieu Fee Program
❑ Permittee Responsible Mitigation
3. Complete if using a Mitigation Bank (Must satisfy NC General Statute143-214.11 (d1).)
3a. Name of mitigation bank:
Click to enter.
3b. Credits purchased/requested:
Type: Choose one
Quantity Click to enter.
Type: Choose one
Quantity Click to enter.
Type: Choose one
Quantity Click to enter.
Attach receipt and/or approval letter.
3c. Comments:
Click to enter.
4. Complete if Using an In Lieu Fee Program
4a. Attach approval letter from in lieu fee program.
4b. Stream mitigation requested:
Click to enter. linear feet
4c. If using stream mitigation, what is the stream temperature:
Choose one
Page 14 of 21
PCN Form - Version 1.5, September 2020

NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington
District's RIBITS website: (Please use the filter and select Wilmington district)
https://ribits.usace.army.mil/ribits apex/ ?p=107:27:2734709611497::NO:RP:P27 BUTTON KEY:0
4d.
Buffer mitigation requested (DWR only):
Click to enter. square feet
4e.
Riparian wetland mitigation requested:
Click to enter. acres
4f.
Non -riparian wetland mitigation requested:
Click to enter. acres
4g.
Coastal (tidal) wetland mitigation requested:
Click to enter. acres
4h.
Comments:
Click to enter.
5. Complete if Providing a Permittee Responsible Mitigation Plan
5a. If proposing a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
including mitigation credits generated.
Click to enter.
5b. Attach mitigation plan/documentation.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — DWR requirement
6a. Will the project result in an impact within a protected riparian buffer
that requires buffer mitigation?
❑ No
„ Yes
If yes, please complete this entire section — please contact DWR for more information.
6b. If yes, identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required in the table below.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Road Crossing
9,550
3
28,650
Zone 2
Road Crossing
6,350
1.5
9,525
6f. Total buffer mitigation required
38,175
6g. If buffer mitigation is required, is payment to a mitigation bank or
NC Division of Mitigation Services proposed?
❑ No
o Yes
6h. If yes, attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
6i. Comments:
Click to enter.
Page 15 of 21 PCN Form - Version 1.5, September 2020

F. Stormwater Management and Diffuse Flow Plan (DWR requirement)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers
identified within one of the NC Riparian Buffer Protection Rules?
o Yes ❑ No
1 b.
All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the
project is subject to a state implemented riparian buffer protection program, include a plan that fully documents
how diffuse/dispersed flow will be maintained.
All Stormwater Control Measures (SCM) must be designed in accordance with the NC Stormwater Design
Manual (https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-
guidance/stormwater-bmp-manual).
Associated supplement forms and other documentation must be provided.
What Type of SCM are you
providing?
(Check all that apply)
❑ Level Spreader
ElVegetated Conveyance (lower seasonal high water table- SHWT)
❑ Wetland Swale (higher SHWT)
❑x Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flow through the
buffer
For a list of options to meet the diffuse flow requirements, click here.
Attach diffuse flow documentation.
2.
Stormwater Management Plan
2a.
Is this an NCDOT project subject to compliance with NCDOT's
Individual NPDES permit NCS000250?
El Yes ❑x No
2b.
Does this project meet the requirements for low density projects as
defined in 15A NCAC 02H .1003(2)? *
❑ Yes ❑x No
To look up low density requirements, click here:
http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environmental%20quality/chapter%2002%20-
%20envi ronmental%20management/subchapter%20h/15a%20ncac%2002h%20.1003.pdf
2c.
Does this project have a stormwater management plan (SMP)
reviewed and approved under a state stormwater program or state -
approved local government stormwater program? *
❑x Yes ❑ No
❑ n/a — project disturbs < 1 acre
Note: Projects that have vested rights, exemptions, or grandfathering from state or locally implemented
stormwater programs or projects that satisfy state or locally -implemented stormwater programs through use of
community in -lieu programs should answer "no" to this question.
2d.
Which of the following stormwater management program(s) apply?
(Check all that apply.)*
❑x Local Government
❑ State
If you have local government approval, please include the SMP on their overall impact map.
Local Government Stormwater Programs *
❑x Phase II El USMP
❑x NSW ❑ Water Supply
Page 16 of 21
PCN Form - Version 1.5, September 2020

Please identify which local government stormwater program you are using. *
City of Raleigh
State Stormwater Programs *
❑ Phase II ❑ HOW or ORW
❑ Coastal Counties ❑ Other
Comments:
Click to enter.
Page 17 of 21 PCN Form - Version 1.5, September 2020

G. Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local)
funds or the use of public (federal/state) land? *
❑ Yes
❑x No
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 (North Carolina) Environmental
Policy Act (NEPA/SEPA)? *
El Yes
El No
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 letter.) *
❑ Yes
❑ No
Comments:
Click to enter.
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),
Federally Non -Jurisdictional Wetlands /Classified Surface Waters
(15A NCAC 2H. 1400) DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
❑ Yes
❑x No
2b.
If you answered "yes" to the above question, provide an explanation of the violation(s):
Click to enter.
3.
Cumulative Impacts (DWR Requirement)
3a.
Will this project (based on past and reasonably anticipated future
impacts) result in additional development, which could impact nearby
downstream water quality? *
❑ Yes ❑x 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 Pointe at Town Center project is a residential development. Additionally, the
project is located within the City of Raleigh ETJ, therefore the adjacent properties that have potential for
development will have the following regulations to protect downstream waters: 1) the Neuse River Basin Riparian
Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in
addition Best Management Practices may be required that control nitrogen if diffuse flow cannot be achieved; 2)
the Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal
Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater management requirements.
We anticipate that the DWR will advise us if any additional information is needed.
3c.
If yes, provide a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWR
policy. (Attach .pdf)
Page 18 of 21
PCN Form - Version 1.5, September 2020

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? *
Yes ❑ No ❑ N/A
4b. If yes, 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.
Connection to municiple sewer.
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? (IPAC weblink: https://www.fws.ciov/ioac/ ffws.ciovl)
o Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species
Act impacts? *
❑ Yes Z No
5c. If yes, indicate the USFWS Field Office you have contacted.
Choose one
5d. Is another federal agency involved? *
❑ Yes Z No ❑ Unknown
If yes, which federal agency?
Click to enter.
5e. Is this a DOT project located within Divisions 1-8? *
❑ Yes Z No
5f. Will you cut any trees in order to conduct the work in waters of the
U.S.?
„Yes III No
5g. Does this project involve bridge maintenance or removal? *
❑ Yes ❑x No
5g1. If yes, have you inspected the bridge for signs of bat use such as
staining, guano, bats, etc.? Representative photos of signs of bat use
can be found in the NLEB SLOPES, Appendix F, pages 3-7.
❑ Yes ❑ No
Representative photos of signs of bat use can be found in the NLEB SLOPES, Appendix F, pages 3-7. Link to
NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed NLEB-SLOPES&apps.pdf
If you answered yes to 5g1, did you discover any signs of bat use? *
❑ Yes ❑ No ❑ Unknown
If yes, please show the location of the bridge on the permit drawings/ project plans
5h. Does this project involve the construction/ installation of a wind
turbine(s)? *
El Yes ❑x No
If yes, please show the location of the wind turbine(s) on the permit drawings/ project plans (attach .pdf)
5i. Does this project involve blasting and /or other percussive activities
that will be conducted by machines, such as jackhammers,
mechanized pile drivers, etc.? *
o Yes ❑ No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this
activity on the property (attach .pdf)
Page 19 of 21 PCN Form - Version 1.5, September 2020

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 are one (1) elemental occurrences that are listed as federally Threatened/Endangered
within or within 1-mile of the project boundaries. This species is Michaux's Sumac (Rhus michauxii). References:
NC Natural Heritage Program. 2019. Geographic Information System (GIS) data. NCDNCR, Raleigh, NC.
Available at http://www.ncnhp.org/. (Accessed: October 6, 2021).
Attach consultation documentation.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as
an Essential Fish Habitat? *
El Yes ❑x No
Is there submerged aquatic vegetation (SAV) around
the project vicinity? *
El Yes ❑x No El Unknown
Will this project affect submerged aquatic vegetation? *
❑ Yes ❑x No ❑ Unknown
Explain: Click to enter.
6b.
What data source(s) did you use to determine whether your site would impact 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.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data):
http://gis.ncdcr.gov/hpoweb/
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 (e.g., National Historic Trust designation or
properties significant in North Carolina history and archaeology)? *
El Yes ❑x No
7b.
What data source(s) 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 October 6,
2021, no historic listings or study list entries or determined eligible listings were identified within the property
boundaries. Additionally, no structures exist within the property boundaries
7c.
Attach historic or prehistoric documentation.
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
❑ Yes ❑x No
8b. If yes, explain how the project meets FEMA requirements.
Click to enter.
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
Page 20 of 21
PCN Form - Version 1.5, September 2020

H. Miscellaneous
Comments:
Proposed stormwater BMP's are underground sand filters, locations shown on overall plan.
Attach pertinent documentation or attachments not previously requested
I. Signature *
❑x By checking the box and signing below, I, as the project proponent, certify to the following:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete, to
the best of my knowledge and belief;
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time;
• The project proponent hereby agrees 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");
• The project proponent hereby agrees to conduct this transaction by electronic means pursuant to Chapter 66,
Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• The project proponent hereby understands that an electronic signature has the same legal effect and can be
enforced in the same way as a written signature; AND
• As the project proponent, I intend to electronically sign and submit the PCN/online form.
Full Name: * Kevin C. Martin
Signature: * Kevin C. Martin
Date: * 10/6/2021
Page 21 of 21 PCN Form - Version 1.5, September 2020

VV
N
N /F
BROUGHTON & BAILEY
PROPERTIES II
PIN: 1726.07-58-1335
DB 15085, PG 227
BM 1987, PG 694
ZONE: IX-3-PK
USE: VACANT
/
N /F
BLBJ ASSOCIATES
PIN: 1726.07-58-3676
DB 3434, PG 113
BM 1990, PG 176
ZONE: IX-3-PK
USE: VACANT
/
N/F
TDC BLUE III LLC
PIN: 1726.07-57-3863
DB 15764, PG 2527
BM 1982, PG 798
ZONE: IX-3
USE: FLEX WAREHOUSE
PROP
UG 5A
N /F
VEREIT MT RALEIGH (SUMNER) NC, LLC
PIN: 1726.07-59-3170
DB 16719, PG 889
BM 2004, PG 588
ZONE: CX-3-UL
USE: COMMERCIAL
V
IMPACT #1
NRB - ZONE 1
NRB - ZONE 2
CHANNEL -PERMANENT
CULVERT
RIPRAP
CHANNEL -TEMPORARY
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM -PERMANENT
CULVERT
RIPRAP
STREAM -TEMPORARY
IMPACT #2
NRB-ZONE 1
NRB - ZONE 2
CHANNEL -PERMANENT
CULVERT
RIPRAP
CHANNEL -TEMPORARY
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM -PERMANENT
CULVERT
RIPRAP
STREAM -TEMPORARY
IMPACT #3
NRB - ZONE 1
NRB - ZONE 2
CHANNEL
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM -PERMANENT
STREAM -TEMPORARY
PROP RIPRAP #3
- (CONNECT TO & REVISE c,
EX AS REQUIRED)
�I
STREAM 2
9,550 SF
6,350 SF
425 SF
75 SF
25 SF
900 SF
0 SF
145 LF
20 LF
20 LF
7,400 SF
5,400 SF
350 SF
0 SF
600 SF
0 SF
0 SF
75 LF
0 LF
30 LF
1,250 SF
950 SF
0 SF
0 SF
0 SF
0 LF
0 LF
%oo
i *O4
,o.ose
�o.o EXISTING
/:*i0,
`�
I JDISCHARGE TO EX. CONVEYANCE /
/ -
C* J / (TO BE PERMITTED W/ USACE) r /
/ /i- ) ll /, ' / /
/� / / /r / r / /
/ /7 111 / //
1 \ ///
l ) III /
CONVEYANCE
/ I PROP
I UG 4B
DISCHARGE TO
EX. CONVEYANCE
(TO BE PERMITTED
W/ USACE) \
\
— w VV
---SS
DISCHARGE TO
EX. CONVEYANCE
(TO BE PERMITTED
W/ USACE)
1 I
PROP RIPRAP
#1
EX POND
(APPROX LOC)
•
•
I '\
•
N/F
G&I VIII CBL TTC LLC
PIN: 1726.07-69-0059
DB 16290, PG 1698
BM 2000, PG 1518
ZONE: CX-3-UL
USE: POND ,/
1
1
EXISTING CONVEYANCE
w----w----ww
DISCHARGE TO EX. CONVEYANCE .— —
(TO BE PERMITTED W/ USACE) _V —
PROP RIPRAP _ _ — — `>
_ _ c��
#2 290
PROP
UG 5C
N/F
WAKE COUNTY BOARD OF EDUCATION
PIN: 1726.11-57-8127
DB 13625, PG 1724
BM 2007, PG 1284
ZONE: R-10
USE: SCHOOL
l
— — PROP
_UG5D-
/
/
/
/
/ / /
=w——w----w_
/
/
/
/
/0
I
---\
11lna
i Iirl
'71), ; I � -
'may
�'1�,\ 10
( / —�'
----- -- - -_
-- I\70'
/ /�/ \\\ \/ /
/ ( � / / / / / / �' \ \\ \ \
I 4 . — \ \\ I\
I I 1 : I
of I I
I \I
\ \
\
N
\ \ \
OH— — — —
PROP
OH
G\3C
OH— — —
SF-2A
0
\ � y
320
PROP UG 2A —
310
\I
\
oo �0
N
Q — \
WV _ 290
N
60
1
EXISTING—
— CP V6ANCE
N/F
FOX ROAD LLC
PIN: 1726.07-78-2806
DB 9435, PG 853
BM 2013, PG 500
ZONE: CX-4-CU
USE: VACANT
N
SS---�'
STREAM 1
30 15 0
/
/
/
/ /I
/ I
/ I
/ 330
/
60
1"=60'
N/F
DUKE ENERGY
PROGRESS INC
I PIN: 1726.07-77-0967
DB 15289, PG 2437
BM 2017, PG 1035
ZONE: R-1
USE: STATE ASSESSED
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
FINAL I/INAWING
FO
t
REVIEW PU
POSES s_
[ HF, PINT El: AT[
I OWN C EN✓1v ER
3900 SUMNER BLVD.
RALEIGH, NC 27616
CA OLINA P I
E UITIES, LLC
•
Call
before you dig.
LEGEND
UNDERGROUND DETENTION CHAMBER
SEDIMENT CHAMBER
SAND FILTER CHAMBER
OVERALL IMPACT MAP
Revisions
Number
Description
Date
3
PER CONSULTANT COMMENTS
04/11/20
4
PER CONSULTANT COMMENTS
04/14/20
5
PER CORPS COMMENTS
05/24/21
6
PER CORPS COMMENTS
08/18/21
7
PER CORPS COMMENTS
09/29/21
JAECO #: 522-05
DRAWING SCALE: 1" = 60'
DRAWN BY: TT
CHECKED BY: JRC
DATE ISSUED: 02/25/2020

310
300
290
280
270
ROAD SECTIO
z
PROP GR
ADE @ SECT
ION LINE
PROP HEADWALL -N
INV = 278.65+
(MATCH EX)
EX GRADE
@ SECTION LINE
130LF 5'x6' BOX �o
CULVERT @
.-.- ................
..-.-.•:� ii • O.• OO.❖.❖.❖•❖.❖.❖.•
.. i.❖::�.•O.•OO.e�❖.❖.•.O.❖.❖.❖.❖.❖.❖.•.�
.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;..;.;.;.;.;.11..oe.._ BURY INVERT 12"
CLASS 1 R PRAP W/
GEOTEXTILE LINER
PROP HEADWALL
INV = 280.25+
(MATCH EX)
10+00
11+00
IMPACT #1 SEC ION A A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
IMPACT #1 - SECTION A -A
SCALE:
AS SHOWN
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:08/18/2021
30
12+00
15 7.5 0
310
300
290
280
270
30
1"=30'

310
300
290
280
270
PROP GRADE @ ROAD CL
130LF 5'X6' BOX
\CULVERT @ 1.2°/
I I
EX GRADE © ROAD CL
BURY INVERT 12"
10+00
11+00
IMPACT #1 SECTION
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
IMPACT #1 - SECTION B-B
SCALE: AS SHOWN
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:08/18/2021
11+80
310
300
290
280
270
30 15 7.5 0
30
1"=30'

•
•
•
•
•
IMPACT #1
NRB - ZONE 1
NRB - ZONE 2
CHANNEL -PERMANENT
CULVERT
RIPRAP
CHANNEL -TEMPORARY
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM - PERMANENT
CULVERT
RIPRAP
STREAM -TEMPORARY
50' NEUSE RIPA N
BUFFER MEASURED FRO
TOP OF BANK EITHER SID
(USACE FIELD VERIFIED
180807)
9,550 SF
6,350 SF
425 SF
75 SF
25 SF
900 SF
0 SF
145 LF
20 LF
20 LF
guft wows
MIND MIND
♦`
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
290-
30
15 7.5 0
1"=30'
IMPACT #1
30
IMPACT #1
THE POINTE AT TOWN
CENTER
SCALE:
1"=30'
DRAWN BY: TT
CHECKED BY: JRC
DATE ISSUED:08/18/2021
This certifies that wetland
delineation shown hereon is g�
based on field survey by John A.la
Edwards and Company of
wetland flags placed by Soil &
Environmental Consultants, PA.
111p^lllllllll//11
411llllllllll
— PROP
COFFERDAM
WITH DIVERSION
AND PUMP
AROUND
/
NEUSE/RIPARIA
/ BUFFER NK EIJRE�OM
TOPOF�ANK EITHE SIDE �
(USACE FIELD RIFTED
18080.p.
EXISTING
CONVEYANCE
LEGEND
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
-III-I I
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
TEMP STREAM
IMPACTS
PERM STREAM
IMPACTS
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE

290
280
270
260
ROAD
SECTION
PROP GRADE
@ SECTION LINE
PROP HEADWALL
J
LESS ARCH
85 LF BOTTa, GECOf' OR
ICONTEC �TERNATEI
APPROVED
PROP HEADWALL
EX GRADE
@ SECTION
I
LINE
"'
.
.
•
FOUNDATI I
N BY
OTHERS
10+00
IMPACT #2 SECI ION A A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
11+00
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
IMPACT #2 - SECTION A -A
SCALE: AS SHOWN
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:08/18/2021
11+40
290
280
270
260
30 15 7.5 0
30
1"=30'

290
280
270
PROP GRADE @ ROAD CL
Ci
I
85 LF BOTTOMLESS ARCH
(CONTECH "BRIDGECOR" OR
APPROVED ALTERNATE)
i
i
i
i
i
EX GRADE @ ROAD CL
260 —
FOUNDATION BY
OTHERS
10+00
11+00
IMPACT #2 SECTION 1g e 1g
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
IMPACT #2 - SECTION B-B
SCALE: AS SHOWN
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:08/18/2021
11+80
290
280
270
260
30 15 7.5 0
30
1"=30'

IMPACT #2
NRB - ZONE 1
NRB - ZONE 2
CHANNEL -PERMANENT
CULVERT
RIPRAP
CHANNEL -TEMPORARY
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM -PERMANENT
CULVERT
RIPRAP
STREAM -TEMPORARY
7,400 SF
5,400 SF
350 SF
0 SF
600 SF
0 SF
0 SF
75 LF
0 LF
30 LF
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
50' NEU E RIPARIAN
BUFFER MEA URED FROM
TOP OF BANK ITHER SIDE \
(USACE FIELD VERIFIED
180807) \
30
15 7.5 0
BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE
(USACE FIELD VERIFIED
180807)
IMPAC
#2
30
1"=30'
IMPACT #2
SCALE:
1"=30'
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:09/29/2021
This certifies that wetland
delineation shown hereon is .
based on field survey by John A.
Edwards and Company of
wetland flags placed by Soil &
Environmental Consultants, PA.
111p^lllllllll//11
411llllllllll
LEGEND
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
-III-I I
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
TEMP STREAM
IMPACTS
PERM STREAM
IMPACTS
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE

290
280
270
260
I I
50' NEUSE RIPARIAN BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE JI
(USACE FIELD VERIFIED 180807)
PROP GRADE
(FINAL FOUNDATION DESIGN BY OTHERS)
EX GRADE
PROP 16" STEEL CASING PIPE
RESTRAINED JOINT PIPE FROM MANHOLE TO
I
MANHOLE PER DETAIL
4.0'
S-12
157.7'
\-_
\ I
l.�
10+00
11+00
IMPAC I #3 SEC I ION A A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
IMPACT #3 - SECTION A -A
SCALE: AS SHOWN
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:08/18/2021
12+00
30 15 7.5 0
290
280
270
260
30
1"=30'

IMPACT #3
NRB - ZONE 1
NRB - ZONE 2
CHANNEL
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM -PERMANENT
STREAM -TEMPORARY
1,250 SF
950 SF
0 SF
0 SF
0 SF
0 LF
0 LF
50' NEUSE RIPARIAN
BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE
(USACE FIELD VERIFIED
180807)
/ / /,
///
/
/ 7
/
/ /
/
/ / /
/ /
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
30
•
•
7 — /
/
•
•
•
•
/•
•
j STREAM 2
20' NRB
ZONE 2
30' NRB
ZONE 1
15 7.5 0
30' NRB
ZONE 1
IMPACT #3
30
1"=30'
IMPACT #3
SCALE:
1"=30'
DRAWN BY: TT
THE POINTE AT TOWN
CENTER
CHECKED BY: JRC
DATE ISSUED:08/18/2021
This certifies that wetland
delineation shown hereon is
based on field survey by John A.‘
Edwards and Company of
wetland flags placed by Soil &
Environmental Consultants, PA.
111p^lllllllll//11
411llllllllll
50' NEUSE
BUFFER ME
TOP OF BAN
(USACE FIEL
180807)
IPARIAN
SURED FROM
K EITHER SIDE
VERIFIED
LEGEND
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
-III_II
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
TEMP STREAM
IMPACTS
PERM STREAM
IMPACTS
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE