20200504 Ver 1_PCN Form Submission_20200413

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200504
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
The Pointe at Town Center
1a. Who is the Primary Contact?*
Kevin Martin
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/13/2020
Nearest Body of Water
Uf to Perry Creek (Stream Index: 27-25-(2))
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude:
35.860911
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.573579
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
W Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
The Pointe at Town Center Buffer SOA 04-01-2020.pdf
1h. Is the project located in any of NC's twe nty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
4 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Triangle Town Center Holding, LLC
2b. Deed book and page no.:
Book: 017685 Page: 02212
2c. Responsible party:
Mark Tipton
2d.Address
Street Address
2013 Rolling Rock Road
Address tine 2
city
Wake Forest
Fbstal / Zip Code
27587
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Province / Region
NC
Country
United States
2f. Fax Number:
121.56KB
r- Yes r No
r Yes r No
U

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 tine 2
Oty
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
2020 signed owner cert.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Raleigh
F_
2. Project Identification
2a. Property Identification Number:
1726681771 &1726585352
2c. Project Address
Street Address
3900 Sumner Blvd.
Address Line 2
city
Raleigh
Postal / Zip Code
27616
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Perry Creek (Stream Index: 27-25-(2))
3b. Water Resources Classification of nearest receiving water:*
CINSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010704
4. Project Description and History
State / Province / lagion
NC
Country
United States
4e. Fax Number:
[phone]
2b. Property size:
+/- 30.5
State / Rovince / Fegion
NC
Country
United States
486.74KB
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 tope, 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?*
r Yes r No r Unknown

4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
usgs.pdf 713.56KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Survey.pdf 225.03KB
4f. List the total estimated acreage of all existing wetlands on the property:
.052
4g. List the total estimated linear feet of all existing streams on the property:
8,463
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 indirect impacts and 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 Stommater Control
Measures (SCM). Specifically, there are stream, riparian buffer and wetland impacts associated with road crossings and riparian buffer impacts associated With utilities and stornwvater
discharges. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
Sumner Wetlands Delineation Map Revised Stream Location3-12-19.pdf 566.95KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
Tasha Alexander of the USACE performed a site visit 8/7/2018 to confirm
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-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:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
Tasha Alexander of the USACE performed a site visit on 8/7/2018 to verify the wetland delineation, see attached email uploaded under 5d1
5d1. Jurisdictional determination upload
Corps email on JD 8-9-2018.pdf 54.94KB
6. Future Project Plans
6a. Is this a phased project?*
r' Yes r No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
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.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
17 Wetlands W Streams -tributaries m Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) �2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*M area*
t
ct 1 Road Crossing t
Headwater Forest W41N5/W61M Yes Both 0.021
(acres)

2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.021
2g. Total Wetland Impact
0.021
2h. Comments:
A portion of W3 is also impacted as shown on teh attached impact maps for the road crosing at Impact #1
3. Stream Impacts
3a. Reason for impact(?) 3b.lmpact type * 3c. Type of impact* �3�name* ��3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1
Impact 1-Road Cross
p 9
Permanent
Culvert
Stream 1
Perennial
Both
3
Average (feet)
145
(linearfeet)
g2
Impact 1-Road Crossing
(Coffer Dam)
Temporary
Other
Stream 1
Perennial
Both
1
Average (feet)
20
(linearfeet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
145 20
31. Total stream and ditch impacts:
165
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Neuse r Tar -Pamlico
r Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact 1-Road Crossing
P
Stream 1
Yes
9,550
6,350
Impact 2-Road Crossing
P
Stream 2
No
7,950
5,300
Impact 3-StornT ater Ouffall (SCM)
P
Stream 1
No
640
450
Impact 4-Utility Crossing
P
Stream 2
No
1,250
950
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 19,390.00 13,050.00
Zone 1 Zone 2
Total combined buffer impacts: 19,390.00 13,050.00
6i. Comments:
Supporting Documentation
Sumner - Impact Maps - 200411.pdf 3.05MB
E. Impact Justification and Mitigation v
1. Avoidance and Minimization

1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
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 mapmum 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 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 avoid stream impacts and minimize buffer impacts. Impact 3 is proposed permanent riparian buffer impacts for a stormwater BMP. The stormwater
drain will feature a dissipater pad at the end to minimize erosion and avoid stream impacts. Impact 4 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.
1b. Specifically describe measures taken to avoid or minimize the 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, either 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. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Only buffer mitigation required for this project, permanent stream impacts are <150' and permanent wetland impacts are <0.1 acre.
6b. If yes, then identify the square feet of impact.
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
38175
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
The Pointe at Town Center Buffer SOA 04-01-2020.pdf 121.56KB
6j. Comments:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r" Level Spreader
r" Vegetated Conveyance (lower SHWT)
r" Wetland Swale (higher SMNT)
P Other SCM that removes minimum 30 % nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:

V Local Government r State
Local Government Stormwater Programs
W Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Raleigh
Comments:
The project percent impervious is 42%.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes
r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes
r No
3b. If you answered "no," provide a short narrative description.
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 past -construction
stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Connection to municipal 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?*
r Yes
r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.

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 Michau)ts Sumac (Rhus michauxii). References: NC Natural
Heritage Program. 2019. Geographic Information System (GIS) data. NCDNCR, Raleigh, NC. Available at http://www.ncnhp.org/. (Accessed: April 1,
2020).
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
f Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on April 1, 2020, 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. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.
Miscellaneous
Comments
Proposed stormwater BMP's are underground sand filters, locations shown on overall plan.
The project engineer has verified that teh City of Raleigh does not require rip rap at either of teh road crossings (see attched PDF)
Miscellaneous attachments not previously requested.
Email string between Raleigh and PE regarding Rip rap at road crossings.pdf 105.01 KB
Signature
f7 By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kevin Charles Martin
Signature
.x Gvk�atmerz r
Date
4/13/2020

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

Neuse 01 Riparian Buffer Credits Statement of Availability

April 1, 2020

Triangle Town Center Holding, LLC
2013 Rolling Road Rd
Wake Forest, NC 27587
Attn: Mark Tipton

RE: Availability of Riparian Buffer Credits for the “The Pointe at Town Center, Raleigh, NC” project
Bank Name: Old Savannah Nutrient Offset & Buffer Bank
Bank Sponsor: Wildlands Holdings II, LLC
DWR Project Number: 2016-0611
Permittee: Triangle Town Center Holding, LLC
Riparian Buffer Credits Needed: 38,175 sq. ft.
Riparian Buffer Credits Available: 100,975.35 sq. ft.
Neuse 03020201 River Basin

Dear Mr. Tipton,

Wildlands Holdings II, LLC currently has sufficient riparian buffer credits from the Old Savannah Nutrient
Offset & Buffer Bank to satisfy the riparian buffer mitigation requirements related to the above-
mentioned project. The project is located within the service area (HUC 03020201) of the Bank.

This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.

Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings II,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

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

Sincerely,

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

Cc: Ms. Katie Merritt, Division of Water Resources (bi-annually)
Mr. Kevin C. Martin, Principal, Soil & Environmental Consultants, PA

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

Neuse 01 Riparian Buffer Credits Statement of Availability

April 1, 2020

Triangle Town Center Holding, LLC
2013 Rolling Road Rd
Wake Forest, NC 27587
Attn: Mark Tipton

RE: Availability of Riparian Buffer Credits for the “The Pointe at Town Center, Raleigh, NC” project
Bank Name: Old Savannah Nutrient Offset & Buffer Bank
Bank Sponsor: Wildlands Holdings II, LLC
DWR Project Number: 2016-0611
Permittee: Triangle Town Center Holding, LLC
Riparian Buffer Credits Needed: 38,175 sq. ft.
Riparian Buffer Credits Available: 100,975.35 sq. ft.
Neuse 03020201 River Basin

Dear Mr. Tipton,

Wildlands Holdings II, LLC currently has sufficient riparian buffer credits from the Old Savannah Nutrient
Offset & Buffer Bank to satisfy the riparian buffer mitigation requirements related to the above-
mentioned project. The project is located within the service area (HUC 03020201) of the Bank.

This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.

Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings II,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

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

Sincerely,

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

Cc: Ms. Katie Merritt, Division of Water Resources (bi-annually)
Mr. Kevin C. Martin, Principal, Soil & Environmental Consultants, PA

Soil & Environmental Consultants, PA
8112 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 •Phone: V Y) 8 6-5900 • Fa%: (919} 8 G-91G7
sandec.cotn
PROPERTY OWNER CERTIFICATION /AGENT AUTHORIZATION
Project Name/Description: _3900 Sumner Blvd.. S&EC Project # 13587
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Field Office: Raleigh
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN):
Site Address:
City, County, State:
1726681771and1726585352
_3900 Sumner Blvd.
Raleigh, Wake County, NC_
PROPERTY OWNER INFORMATION: (address, Phone #and email)
Address: 2013 Rolling Road Road; Wake Forest, NC 27587
Phone: [phone] Email: [e-mail]
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Project Number:
KMProject Manager:
1" = 500'Scale:
7/3/2018Date:
Map Title:
Source:
USGS Map
Summer Pointe II (TTC)
Waker County, NC
USGS Raleigh East Quad
¯0 500 1,000
Feet
13587.W2

Project Number:
KMProject Manager:
1" = 500'Scale:
7/3/2018Date:
Map Title:
Source:
Soil Survey Map
Summer Pointe II (TTC)
Waker County, NC
Soil Survey Sheets 30 & 40
¯0 500 1,000
Feet
13587.W2
275.33,
S0T 29' 16'yq
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SCALE1"= DATE: CAROLINA PROJECT EQUITIES, LLC -IOHN A. EDWARDS 8c COMPANY
150' 3-12-2019 _--_ Consulting Engineers
DRAWN BY NC License F-0289
zCS _ _ _ 333 Wade Ave., Raleigh, N.C. 27605
RALEIGH WAKE COUNTY NORTH CAROLINA Phone: [phone]
FILE No: CHECKED BY. Fax: [phone]
WETLAND DELINEATION MAP E-mail: [e-mail]

PROPSF-1PROPSF-2APROPSF-2BPROPSF-3APROPSF-3BPROPSF-4PROPSF-5PROPUG 2APROPUG 2BPROPUG 1APROPUG 3APROPUG 3BPROPUG 5CPROPUG 5APROPUG 6APROPUG 4A329325320315310305300295290
2872902953003053103153203213203153103043062
9
6 2983
0
0
300290278279287287281290282W1W2W3W4W5W6W7W8STREAM 1STREAM 2EXISTINGCONVEYANCEEXISTING CONVEYANCEEXISTING CONVEYANCE299
28
5
290
295157' RESTRAINED JOINT PIPE (AERIAL)PER DETAIL S-12PROP. PIERS 45' O.C. MAX(FINAL FOUNDATION DESIGN BY OTHERS)PROP. 25'-0" SPAN x 12'-6" RISEMULTI-PLATE ARCHRevisionsNumberDescriptionDateDRAWN BY:CHECKED BY:DATE ISSUED:DRAWING SCALE:JAECO #:EXEXISTINGPROPPROPOSEDAPPROXAPPROXIMATELOCLOCATIONBMBOOK OF MAPSDBDEED BOOKPGPAGEN/FNOW OR FORMERLYROWRIGHT OF WAYEIPEX IRON PIPEEMAGEX MAG NAILECMEX CONCRETEMONUMENTEIREX IRON RODIPSIRON PIPE SETEOPEDGE OF PAVEMENTSSSANITARY SEWERFMFORCE MAINFHFIRE HYDRANTELECELECTRICTBDTO BE DETERMINEDTBRTO BE REMOVEDTBRLTO BE RELOCATEDFPFLOOD PLAINFEMAFEDERALEMERGENCY MANAGEMENT AGENCYESMTEASEMENTTYPTYPICALSWMSTORMWATER MANAGEMENTSFSQUARE FEETACACRELFLINEAR FEETUDOUNIFIED DEVELOPMENT ORDINANCEGISGEOGRAPHIC INFORMATION SYSTEMNCDOTNORTHCAROLINA DEPARTMENT OF TRANSPORTATIONABBREVIATIONSLEGENDJAECOConsulting Engineers and Land SurveyorsNC License F-0289333 Wade Ave., Raleigh, N.C. 27605Phone: [phone]Fax: [phone]E-mail: [e-mail] POINTE ATTOWN CENTER3900 SUMNER BLVD.RALEIGH, NC 27616CAROLINA PROJECTEQUITIES, LLC522-05PROGRESS DRAWINGSDO NOT USE FOR CONSTRUCTION1" = 60'TTJRC04/11/2020OVERALL IMPACT MAPC-101" = 60'15306060IMPACT #1NRB - ZONE 19,550 SFNRB - ZONE 26,350 SFCHANNEL - PERMANENT500 SFCHANNEL - TEMPORARY25 SFWETLAND - PERMANENT900 SFWETLAND - TEMPORARY0 SFSTREAM - PERMANENT145 LFSTREAM - TEMPORARY20 LFIMPACT #2NRB - ZONE 17,950 SFNRB - ZONE 25,300 SFCHANNEL0 SFWETLAND - PERMANENT0 SFWETLAND - TEMPORARY0 SFSTREAM - PERMANENT0 LFSTREAM - TEMPORARY0 LFIMPACT #3NRB - ZONE 1640 SFNRB - ZONE 2450 SFCHANNEL0 SFWETLAND - PERMANENT0 SFWETLAND - TEMPORARY0 SFSTREAM - PERMANENT0 LFSTREAM - TEMPORARY0 LFIMPACT #4NRB - ZONE 11,250 SFNRB - ZONE 2950 SFCHANNEL0 SFWETLAND - PERMANENT0 SFWETLAND - TEMPORARY0 SFSTREAM - PERMANENT0 LFSTREAM - TEMPORARY0 LFUNDERGROUND DETENTION CHAMBERSEDIMENT CHAMBERSAND FILTER CHAMBER
304
W1
W2
W3
W4
W5
W6
W7
W8
30' NRBZONE 120' NRBZONE 230' NRBZONE 120' NRBZONE 2STREAM 1
PROP
STORMDRAIN
EASEMENT
PROP STORMDRAIN
EASEMENT
PROP STORMDRAIN
EASEMENT
PROP STORMDRAIN
EXISTING
CONVEYANCE
A
A
B
B
PROP COFFERDAM
WITH DIVERSION
AND PUMP AROUND
IMPACT #1
0
1" = 30'
7.51530 30
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
1" = 30'
TT
JRC
04/11/2020
IMPACT #1
THE POINTE AT TOWN
CENTER
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.
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE
TEMP STREAM
IMPACTS
LEGEND
PERM STREAM
IMPACTS
IMPACT #1
NRB - ZONE 1 9,550 SF
NRB - ZONE 2 6,350 SF
CHANNEL - PERMANENT 500 SF
CHANNEL - TEMPORARY 25 SF
WETLAND - PERMANENT 900 SF
WETLAND - TEMPORARY 0 SF
STREAM - PERMANENT 145 LF
STREAM - TEMPORARY 20 LF
IMPACT #1 SECTION A-A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
270
280
290
300
310
270
280
290
300
310
10+00 11+00 12+00
130LF 5'x6' BO
X
CULVERT @ 1.
2
%
INV = 280.25±
(MATCH EX)
INV = 278.65±
(MATCH EX)
BURY INVERT 12"
PROP HEADWALL
PROP HEADWALL
ROAD SECTION
MAX 3:1MAX 3:1EX GRADE @ SECTION LINE
PROP GRADE @ SECTION LINE
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
AS SHOWN
TT
JRC
04/11/2020
IMPACT #1 - SECTION A-A
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30
IMPACT #1 SECTION B-B
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
270
280
290
300
310
270
280
290
300
310
10+00 11+00 11+80
EX GRADE @ ROAD CL
PROP GRADE @ ROAD CL
BURY INVERT 12"
130LF 5'X6' BOX
CULVERT @ 1.2%
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
AS SHOWN
TT
JRC
04/11/2020
IMPACT #1 - SECTION B-B
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30
287 290295300290
278
279287
287
281
290
282
STREAM 2
PROP STORMDRAIN
EASEMENT
PROP STORMDRAIN
EASEMENT
30' N
R
B
ZON
E
1
20' N
R
B
ZON
E
2
30' NR
B
ZONE

1
20' NRB
ZONE 2
PROP. 25'-0" SPAN x 12'-6" RISE
MULTI-PLATE ARCH
A
A
B
B
PROP SANITARY
SEWER EASEMENT
IMPACT #2
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
1" = 30'
TT
JRC
04/11/2020
IMPACT #2
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE
TEMP STREAM
IMPACTS
LEGEND
PERM STREAM
IMPACTS
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.
IMPACT #2
NRB - ZONE 1 7,950 SF
NRB - ZONE 2 5,300 SF
CHANNEL 0 SF
WETLAND - PERMANENT 0 SF
WETLAND - TEMPORARY 0 SF
STREAM - PERMANENT 0 LF
STREAM - TEMPORARY 0 LF
IMPACT #2 SECTION A-A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
260
270
280
290
260
270
280
290
10+00 11+00 11+40
EX GRADE @ SECTION LINE
PROP GRADE
@ SECTION LINEROAD SECTION
FOUNDATION BY
OTHERS
82LF 25'-0
"

S
P
A
N

x
1
2
'
-
6
"

R
I
S
E
MULTI-PLA
T
E

A
R
C
H
(CONTEC
H

A
S
L
P

O
R

A
P
P
R
O
V
E
D

A
L
T
E
R
N
A
T
E
)
PROP HEADWALLPROP HEADWALL
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
AS SHOWN
TT
JRC
04/11/2020
IMPACT #2 - SECTION A-A
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30
IMPACT #2 SECTION B-B
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
260
270
280
290
260
270
280
290
10+00 11+00 11+80
FOUNDATION BY
OTHERS
82LF 25'-0" SPAN X12'-6"
RISE MULTI-PLATE ARCH
(CONTECH ASLP OR
APPROVED ALTERNATE)
EX GRADE @ ROAD CL
PROP GRADE @ ROAD CL
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
AS SHOWN
TT
JRC
04/11/2020
IMPACT #2 - SECTION B-B
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30
W8
STREAM 1
PROP STORMDRAIN
EASEMENT
PROP STORMDRAIN
EASEMENT
EXISTING
CONVEYANCE 30' NRB
ZONE 120' NRB
ZONE 2WITH DIVERSION
IMPACT #3
0
1" = 30'
7.51530 30
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
1" = 30'
TT
JRC
04/11/2020
IMPACT #3
THE POINTE AT TOWN
CENTER
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.
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE
TEMP STREAM
IMPACTS
LEGEND
PERM STREAM
IMPACTS
IMPACT #3
NRB - ZONE 1 640 SF
NRB - ZONE 2 450 SF
CHANNEL 0 SF
WETLAND - PERMANENT 0 SF
WETLAND - TEMPORARY 0 SF
STREAM - PERMANENT 0 LF
STREAM - TEMPORARY 0 LF
PROP 8" SS PROP 8" SS PROP 8" SS PROP SS MH
(TYP)299285290295157' RES
T
R
A
I
N
E
D

J
O
I
N
T

P
I
P
E

(
A
E
R
I
A
L
)
PER DET
A
I
L

S
-
1
2
PROP. P
I
E
R
S

4
5
'

O
.
C
.

M
A
X
(FINAL F
O
U
N
D
A
T
I
O
N

D
E
S
I
G
N

B
Y

O
T
H
E
R
S
)
PROP STORMDRAIN
EASEMENT
PROP SANITARY
SEWER EASEMENT
30' NRB
ZONE 1
STREAM 2
20' NRB
ZONE 2 30' NRB
ZONE 1 20' NRBZONE 2IMPACT #4
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
1" = 30'
TT
JRC
04/11/2020
IMPACT #4
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE
TEMP STREAM
IMPACTS
LEGEND
PERM STREAM
IMPACTS
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.
IMPACT #4
NRB - ZONE 1 1,250 SF
NRB - ZONE 2 950 SF
CHANNEL 0 SF
WETLAND - PERMANENT 0 SF
WETLAND - TEMPORARY 0 SF
STREAM - PERMANENT 0 LF
STREAM - TEMPORARY 0 LF
IMPACT #4 SECTION A-A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
260
270
280
290
260
270
280
290
10+00 11+00 12+00
PROP PIERS 45' O.C. MAX
(FINAL FOUNDATION DESIGN BY OTHERS)
157.70

L
F
8" DIP

@

2
.
5
7
%
157.7' RESTRAINED JOINT PIPE FROM MANHOLE TO MANHOLE PER DETAIL S-12
PROP 16" STEEL CASING PIPE
PROP GRADE
50' NEUSE RIPARIAN BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE
(USACE FIELD VERIFIED 180807)
EX GRADE
4.0'
4.0'
SCALE:
DRAWN BY:
CHECKED BY:
DATE ISSUED:
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
AS SHOWN
TT
JRC
04/11/2020
IMPACT #4 - SECTION A-A
THE POINTE AT TOWN
CENTER
0
1" = 30'
7.51530 30