20200504 Ver 1_Corps SAW-2020-00674 Email 2 of 2_20211007

Strickland, Bev
From: Kevin Martin <[e-mail]>
Sent: Thursday, October 7, 2021 3:09 PM
To: Goss, Stephanie
Subject: [External] RE: The Pointe at Town Center: DWR Project # 20200504, Corps
SAW-2020-00674 Email 2 of 2
Attachments: Buffer SOA 10-07-2021The Pointe at Town Center -.pdf
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Stephanie, and updated SOA for the buffer mitigation is attached.
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
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From: Kevin Martin
Sent: Wednesday, October 6, 2021 11:19 AM
To: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>; Goss, Stephanie
<[e-mail]>
Subject: RE: The Pointe at Town Center: DWR Project # 20200504, Corps SAW-2020-00674 Email 2 of 2
Second email with geotech info
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
1

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, October 6, 2021 11:16 AM
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 Email 1 of 2
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
[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: 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
2

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
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

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
4

WILDLANDSc
HOLDINGS
Neuse 01 Riparian Buffer Credits Statement of Availability
October 7, 2021
Triangle Town Center Holding, LLC
2013 Rolling Road Rd
Wake Forest, NC 27587
Attn: Mr. Mark Tipton
RE: Availability of Riparian Buffer Credits for the "The Pointe at Town Center" project
Bank Name: North Fork Little River Nutrient Offset & Buffer Bank
Bank Sponsor: Wildlands Holdings V, LLC
DWR Project Number: 2016-0130
Permittee: Triangle Town Center Holding, LLC
Riparian Buffer Credits Needed: 38,175.00 sq. ft.
Riparian Buffer Credits Available: 47,902.72 sq. ft.
Neuse 03020201 River Basin (Upper Falls Watershed)
Mr. Tipton,
Wildlands Holdings V, LLC currently has sufficient riparian buffer credits from the North Fork Little River
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 Upper Falls
Watershed) 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 V,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS w`%x
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Katie Merritt, Nutrient Offset & Buffer Banking Coordinator I NC Division of Water Resources
Mr. Kevin C. Martin, Principal I Soil & Environmental Consultants, PA
Wildlands Holdings V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203