WQ0043331_More Information (Requested)_20220408

Strickland, Bev
From: Nikole Kennerly <[e-mail]>
Sent: Friday, April 8, 2022 9:54 AM
To: Lowe, Alexander
Cc: Timothy Kennerly
Subject: RE: [External] Ridgemont Subdivision Section 3 & 4 - Fast Track Sanitary Sewer
Application Submittal
Attachments: 21-022 - Section 3B - 4B - Flow Acceptance Letter FTSE-10-18 1.pdf
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Good Morning Mr. Lowe,
Thank you for the quick response to this application! Tim is out of the office but I have attached a revised first page of
the FTSE to read "Town of Mocksville" as requested. Please let us know if there is anything else you need.
Thank you!
Nikole L. Kennerly, PE
President/Owner
KENNERLY
ENGINEERING & DESIGN, INC.
12133 N. NC Hwy 150, Ste. F
Winston-Salem, NC 27127
Ph: 336.775.2118
Fax: [phone]
Ce11:704.340.2003
[e-mail]
www.kennerlyenoineering.com
From: Lowe, Alexander <[e-mail]>
Sent: Friday, April 8, 2022 9:34 AM
To: Timothy Kennerly <[e-mail]>
Cc: Nikole Kennerly <[e-mail]>
Subject: RE: [External] Ridgemont Subdivision Section 3 & 4 - Fast Track Sanitary Sewer Application Submittal
Good morning Mr. Kennerly:
Thank you for your patience while I was away. I have begun reviewing your application, and I have just one small request
for revision:
On the FTA, the Town of Mocksville is listed as the applicant, and Mr. Gamble as the signatory. However, on the FTSE
"Davidson Land Development" is listed in the first line "Entity Requesting Allocation". In this case, I believe the "entity"
listed on the FTSE should be the Town of Mocksville as it is the stated owner of the subject project.
i

If you could adjust page one of the FTSE to reflect that change and send it over to me as a pdf, I will insert it into the
application packet as a revision. In the meantime I will begin writing your permit, and should have it ready to elevate to
Jenny for a signature by the end of the day today.
Thank you!
Alex Lowe (he/him)
Environmental Specialist II
Division of Water Resources
Department of Environmental Quality
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Cell: [phone]
Office: [phone]
From: Lowe, Alexander
Sent: Friday, April 1, 2022 2:51 PM
To: Timothy Kennerly <[e-mail]>
Cc: Nikole Kennerly <[e-mail]>
Subject: RE: [External] Ridgemont Subdivision Section 3 & 4 - Fast Track Sanitary Sewer Application Submittal
Good afternoon, Mr. Kennerly:
Your submission for the Ridgemont Subdivision project has been received. I will begin reviewing it this afternoon, and
will reach out if I find any place where revision might be necessary.
Please know that I will be out of office with family for most of next week, so email will be the best way to contact me or
follow up.
I look forward to working with you to get your project underway.
Best Regards,
Alex Lowe (he/him)
Environmental Specialist II
Division of Water Resources
Department of Environmental Quality
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Cell: [phone]
Office: [phone]
From: Timothy Kennerly <[e-mail]>
Sent: Friday, April 1, 2022 2:07 PM
2

To: Graznak, Jenny <[e-mail]>
Cc: Nikole Kennerly <[e-mail]>; Lowe, Alexander <[e-mail]>
Subject: RE: [External] Ridgemont Subdivision Section 3 & 4 - Fast Track Sanitary Sewer Application Submittal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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Good Afternoon Jenny,
Thank you for the information regarding the permit.
Wanted to let you know we are dropping off the permit application, Flow Acceptance, calculations, and maps for your
use this afternoon.
Hopefully, everything will be acceptable, and the permit can be issued with some conditions regarding not constructing
in the streams, wetlands, or floodplain until the necessary Corp and DWQ Permits are granted.
Please call or e-mail if you have any questions
Thanks
Tim
Timothy S. Kennerly, PE
Vice President/ Senior Engineer
AO_ KENNERLY
EfoorhreRmigo $ ¢+0M, .
12133 N. NC HWY 150, Ste. F
Winston-Salem, NC 27127
Ph: [phone]
Fax: [phone]
[e-mail]
From: Graznak, Jenny <[e-mail]>
Sent: Thursday, March 31, 2022 9:54 AM
To: Timothy Kennerly <[e-mail]>
Cc: Nikole Kennerly <[e-mail]>; Lowe, Alexander <[e-mail]>
Subject: RE: [External] Ridgemont Subdivision Section 3 & 4 - Fast Track Sanitary Sewer Application Submittal
Yes, you can submit the application and then describe the NW 58 and 401/404 certifications. The rules state that Fast
Track applications must include "documentation that other environmental permit or certification applications that are
needed to properly construct and operate the facilities permitted under this Subchapter are being prepared, have been
applied for, or have been obtained, such as 401 certifications, erosion and sedimentation control plans, and stormwater
3

management plans." I have copied Alex Lowe on this email, who will process the application. Our office will like highlight
something in the permit which states that the 401/404 are required to be obtained before construction of those areas.
Thank you,
Jenny Graznak
Assistant Regional Supervisor
Winston Salem Regional Office
Division of Water Resources
Department of Environmental Quality
450 West Hanes Mill Road, Suite 300
Winston Salem NC 27105
336-776-9695 office
336-403-7388 mobile
[e-mail]
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
From: Timothy Kennerly <[e-mail]>
Sent: Wednesday, March 30, 2022 3:18 PM
To: Graznak, Jenny <[e-mail]>
Cc: Nikole Kennerly <[e-mail]>
Subject: [External] Ridgemont Subdivision Section 3 & 4 - Fast Track Sanitary Sewer Application Submittal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon Jenny,
Hope you are doing well.
I have a quick question for you on the Fast Track Sanitary Sewer Permit. I have the forms filled out and signed by the
Town Manager. I am working with a wetlands group to get the NW 58 permit for a stream crossing and floodplain
crossing for connecting the proposed sanitary sewers to the existing outfalls. The permits have been filed with the ACOE
and we are waiting on the permits to come back and to go to Sue Homewood for the 401/404 certifications. My
question is would it be possible to submit the application and calculations for review and in the Cover Letter for the
project list and describe the NW 58 ad 401/404 certifications? Would the project be permitted with an exception that
the stream crossings and floodplain crossing could not be accomplished until the NW 58 and 401/404 certifications are
granted?
The reason I am asking these questions is that with rules being revised concerning wetlands and stream crossings along
with the ACOE being short-handed in reviewing applications we have already spent five (5) months working on the
permits.
Any help would be greatly appreciated.
Please call or e-mail if you have any questions.
4

Thanks
Tim
Timothy S. Kennerly, PE
Vice President / Senior Engineer
KENNERLY
iidr- eFt 7a s. trE is , rk
12133 N. NC HWY 150, Ste. F
Winston-Salem, NC 27127
Ph: [phone]
Fax: [phone]
timothy. [e-mail]
5

KENNERLY
ENGINEERING & DESIGN, INC.

ENGINEERING 6 DESIGN, INC.
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KENNERLY

Q3&R
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Mocksville
Project Name for which flow is being requested: Ridgemont Subdivision Section 3A
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Dutchman's Creek WWTP
b. WWTP Facility Permit #: NC0021491
All flows are in MGD
c. WWTP facility's permitted flow 0.98
d. Estimated obligated flow not yet tributary to the WWTP 0.041
e. WWTP facility's actual avg. flow 0.483
f. Total flow for this specific request 0.0266
g. Total actual and obligated flows to the facility 0.550
h. Percent of permitted flow used 55%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Dutchman's Creek WWTP
Downstream Permit Number: NC0021491
Page 1 of 6
FTSE 10-18