WQ0041637_More Information (Received)_20200422

Strickland, Bev
From: Vince Townsend <[e-mail]>
Sent: Tuesday, April 28, 2020 9:29 AM
To: Henderson, Justin L
Subject: RE: [External] woodland heights of burlington phase 3 - sanitary sewer extension
application
Attachments: NCDEQ-Sewer-App-16-051 7.pdf
• 1 External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ort.s am nc. ov
Justin,
Thanks for reaching out this morning, your email had slipped off my screen and out of my mind.
It appears that I incorrectly checked the "Yes" box in Paragraph VI, item 3. of the FTA 04-16 form.
Tom Holderby (managing member of Woodland Heights of Burlington Phase 3, LLC), the developer intends to retain
ownership of the sewer system to be placed in Woodland Heights of Burlington Phase 3. Tom has no plans to sell the
system and intends to maintain the system as the owner. The units in the development are planned to be rental units,
similar to those he owns next door.
I have attached a revised page 2 of 5 of the FTA 04-16 form in case you need it.
Please let me know if you need anything else.
Best Regards,
Vince Townsend
Vincent C. Townsend, PE, PLS
Green Mountain Engineering, PLLC
7A Wendy Court
Greensboro, NC 27409
www.greenmountainengineers.com [greenmountainengineers.coml
Office 336.294.9394
Cell 336.255.8395
From: Henderson, Justin L <[e-mail]>
Sent: Friday, April 24, 2020 10:37 AM
To: Vince Townsend <[e-mail]>
Subject: RE: [External] woodland heights of burlington phase 3 - sanitary sewer extension application
Vince,
I didn't see the DOA — HOA Form.
Justin Henderson
Environmental Specialist II
Winston Salem Regional Office
Division of Water Resources

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From: Vince Townsend<[e-mail]>
Sent: Tuesday, April 21, 2020 3:08 PM
To: Henderson, Justin L <[e-mail]>
Cc:'David Bowman' <[e-mail]>
Subject: [External] woodland heights of burlington phase 3 - sanitary sewer extension application
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Justin,
Attached please find a digital copy of the our submittal package for the fast -track sewer application for Woodland
Heights of Burlington Phase 3.
As we discussed a paper copy will be delivered tomorrow, we'll drop it off in the box on the third floor in an envelope
addressed to your attention.
I have copied David Bowman of the City of Burlington with this email so he will be aware of our progress.
Please let me know if you need anything else.
Best Regards,
Vince Townsend
Vincent C. Townsend, PE, PLS
Green Mountain Engineering, PLLC
7A Wendy Court
Greensboro, NC 27409
www.greenmountainengineers.com [greenmountainengineers.com
Office 336.294.9394
Cell 336.255.8395
N

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ®No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[]Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
® Yes [:]No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(t)? ❑ Yes ❑ No
➢ If yes provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Dwelling Unit - 3 bedroom
360 gal/day
120
43,200 GPD
Dwelling Unit - 2 bedroom
240 gal/day
120
28,800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
72,000 GPD
a See 15A NCAC 02T .0114(b) (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 72.000 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5