WQ0039967_Application (FTSE)_20200915

UWK
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T'0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: i � (to be completed by DWR)
All to s musLb--ecouto1etgd or the applicatimwill be relgreed
L APPLICANT INFORMATION:
1. Applicant's name: Fuaug.Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Otber
3. Signature authority's name: Ja T. e ers PE per 15A NCAC 02T .01 a
Title: Public ILtilities Director
4. Applicant's mailing address:124N. Main Street
City: a - na State: +)TIC Zip: 22$2b-
5. Applicant's contact information:
Phone number: 19 g2-1400 Email Address: 'me a ua -
II. PROJECT INFORMATION:
1. Project name: VMeadowbrook Subdivision
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0034967 and issued date: Mir , 2018
If new construction but part of a master plan. provide the existing permit number: WQOO
3. County where project is located: ice,
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,576647° Longitude: - 8 5 7
5. Parcel ID (if applicable): 0053457 3457�
05
rn
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
n �
un c�
l . Professional Engineer: Lan on M. L ovelage License Number: 032674
G
Firm: !Lndoftt Enginegbg
Mailing address: I 149 Executive Circle Suite C-Ii
City: -(;iy State: N—C- Zip: 21l l-
n
Phone number. (} 516_-223 Email Address; IlovelaceCa�underfootargincerute.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Qmek WWTP Permit Number: CO 0 1
Owner Name; Town of Fgauay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQQQL259 Downstream (Receiving) Sewer Size: 12 inch
System Wide Callectign Svstem PermitNumberfslfifaMlicablek WQCSQQM
Owner Name(s): Town of Fu a -Varin
t
0
d
FORM: FTA 04-16
Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Opgrational A eement F RM: DE been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Pr e e ' Associat on has an 011erational Agreement(FORM: HOA been attached?
❑ Yes ❑No ®NIA
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
El Businesses /offices /factories El Swimming Paol/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial See 15A N AC 02T .0I03 0
I -0.19 there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .0I 14(f)? ® Yes ❑ No
D f flow x1duction approval letter(
7. Summarize wastewater generated by project: f'PV, F,
Establishment Type (see 02T.0114(tll Daily Design Flow *4b JNo. of Unitsi Flow
Residential - 5 bedrooms 375 gal/day 57 21,375 GPD
Residential - 4 bedrooms 300 gal/day 135 40,500 GPD
gal/ 11 q 2 I GPD
gal/ a•� ��(:9 q0 GPD
- gall 1101-1# kw--f 1 $ � GPD
gay I F GPD
Total 1. 61,875 GPD
a See 15A N!QAC 02T .0I 14 d (a)(]) 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 ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G. • 4�2A�_l.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project 1:'0PD (per 15A NCAC 02T .0114) q
Do not include future flows 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 now flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

vIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & UDC(Gravity Sewers):
I. Summarize gravity sewer to be permitted:
The total amount of
sewer pipe length,
sizes, and materials
were permitted with
the original permit
(Permit No.
WQ0039967)
Size (inches)
Length (feet)
Material
8"
12,869'
SDR35
8"
1,982'
C900
8"
332'
DIP
➢ Section H & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ OversWng lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIU. PUMP STATION DESIGN CRITERIA (If Appllcable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR KAM PUMP 5 ATI N INCLUDE IN TMS PROJECT
1. Pump station number or name:
2. Appmximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with jjA_NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(hxl)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(IXC):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .03 5 &
P �
Yes ❑ No
➢ I5A NCAC 02T.0305fe1 contains altemadves where separations in D2T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classification webaape
D If noncompliance with 021see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes ❑ No ®NIA
Sea the Division's draft separation requirements for situations whore separation cannot be meet
U. No
vanance >s requn�ed hf the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas affected
3. Does the project comply with setbacks found in the river basin rules per 15A N AC 02B 02 0? ❑ Yes ❑ No ® NIA
D This would include 'rout Buffered Streams per 15A NCAC 213. 202
4. Does the project require coverage/authorization under a 404 Nationwide or ®Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105fc116) (additional permits/certifications)? ®yes ❑ No
Per ISA NCAC 02T.0105lc)M- directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priorfty?"
Per 1 JA NCAC 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
D If yes, include an attachment with details for each line, including type (aerial tine, size, material, and location).
High priority lines shall be Inspected by the permittee or its representative at least once every six -months and Inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's Individual System-WIde Collection permit.
FORM: FTA 04-I6 Page 4 of 5

X CERTIFICATIONS:
L Does the submitted system compky with 15A NCAC 02T the Min, 'muimum Desi pa -Criteria for t e Perm itting of PuStations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria,(atest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Apuroval of the reguest h reaulred i)rior Jo subm ittalof the Fast TEAck Anylication aga supl)ortlnedocuments.
2. Professional Engineer's Certification:
1, LANoon1 M. Lo•Jh-L+kCF,
(Professional Engineer's name
Application Item III. I.)
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date;
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
I, —r, Mowas a B. . ���LlG O I1,I 1 e 5 ! �r _attest that this application for
(Signs Au ority's ne & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that If
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
FORM: FTA 04-16
Page 5 of 5

of VVArF, State of North Carolina
O� QG Department of Environment and Natural Resources
Division of Water Quality
1
o -,c Flow TrackinglAcceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Meadow Brook S/D (Modification)
More than one FT SE maybe 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: Terrible Creek WWTP
b. WWTP Facility Permit #: NCO066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All. flows are in MGD
3.000
0.738
1.152
0.062
1.952
65.07%
H. 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)
(D)
(C)
(D)=($+C)
(E)=(A-JD)
Design
Obligated,
Pump Average Daily
Approx.
Not Yet
Total Current
Station Firm FIow"
Current Avg.
Tributary
Flow Plus
(Name or Capacity,* (Firm / pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
Eastern
1.800 0.720
0.240
0.201
0.441
0.279
* The Firm Capacity 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.
*** 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.
Page 1 of 6
FTSE 06-13

Certification Statement:
I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of
Director
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Date
Page 2 of 6
FTSE 06-13

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Ailway, Assistant Town Manaeer
Town of Fuquay-Varina `
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. All way:
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
1FICEIWIM
T"CfllgtWVa"
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10, 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .02190)(3).
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Re less
of the ad'usted desi rn daily wastewater flow rate, it no time shall the wastewater flows exceed the effluent
limits deft
ned in the Town's NPDFS permit for the trey meat facili or exceed the ca aci of the sewers
downstream of anynew ewer extension.
Please submit a separate letter to the Raleigh Regional office that requests flow reductions for
specific previously permitted projects (indicate ennit number, ro'ect namepermitted_ flow, new flow
under reduction and tie difference between them , if you have an _ `'--
matter, please contact Marie Doklovic at [phone] ext. 371, y questions or comments regarding this
Since ,
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% rec:ycled/10% post -consumer paper

1.1 underfoot
ENGINEERING
NCDEQ (Division of Water Resources)
Attn: Ted Cashion
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Mr. Cashion,
1149 Executive Circle — Suite C-1, Cary, NC 27511
919.576.9733 i NCBELS C-3847
September 11, 2020
Via USPS
Re: Meadowbrook Subdivision
Modification to Existing Sewer Permit
The construction for the Meadowbrook Subdivision has moved past Phase 2 which originally only
had Phases 1 and 2 included in the original sewer permit regarding the capacity allocation but
included the entire sewer permit pipe and length for the project. With our submission of the sewer
permit modification, we are requesting the permit be modified to include the additional capacity
to construct the remaining phases of the subdivision (Phase 3 through 9). The total permit pipe
length, material, and sizes are provided on the permit modification form and the additional
capacity request for phases 3 through 9 are provided in section 7 of the permit modification form.
These are also shown below:
Capacity Increases:
Establishment Type (see 02T.0114(n
Daily Design Flow'•6
No. of Units
Flow
Residential - 5 bedrooms
375 gal/day
57
21,375 GPD
Residential - 4 bedrooms
300 gal/day
135
40.500 GPD
Approved Pipe Summary Table:
Size (inches)
Length (reet)
Material
SDR: 5
S..
1.982,
C'900
DIP
Included with our Permit Submittal is the following:
1. Fast Track Permit Application
2. Application Fee ($480.00)
3. Flow Tracking / Acceptance Form
4. USGS Site Map
5. Existing Fast Track Approved Permit
6. Approved flow reduction letter.
Please let me know if you have any questions or comments.
Respectfully:
Eric R. Blocher, PE
Project Engineer
Forward Thinking. Grounded Design.
www.undeifootengineering.com
N"eptOfEnvironntental QlIdiir,
SEP 15 2020
RaIcigh RcgionaJrf'Ice

Cashion, Ted 4
From: Cashion, Ted
Sent: Tuesday, October 13, 2020 3:18 PM
To: Landon Lovelace
Cc: Jay Meyers [e-mail]); Eric Blocher•, Robinson, Jason; Rob Rudloff
Subject: RE: [External] Re: Meadowbrook Subdivision fast track application mod
Thanks Landon, I didn't realize you weren't on the original application.
I checked the original application and it is checked 'yes' so we'll go with that.
We'll have the permit out asap.
thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D EQ:>
006 10 too Gwron.rsw 0"ft
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
1 will be working away from the office most days. 1 will be checking email periodically. if you need immediate assistance please
contact a water resources staff member at our main number, 919-791-4200.
Based on the current guidance to minimize the spread of COV1D-19, DEQ has adjusted operations to protect the health and safety of
the staff and public. Many employees are working remotely or are on staggered shifts. To accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our

offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.
From: Landon Lovelace < love [e-mail]>
Sent: Tuesday, October 13, 2020 3:08 PM
To: Cashion, Ted <[e-mail]>
Cc: Jay Meyers ([e-mail]) <[e-mail]>; Eric Blocher
<[e-mail]>; Robinson, Jason <[e-mail]>; Rob Rudloff
<[e-mail]>
Subject: [External] Re: Meadowbrook Subdivision fast track application mod
External email. Do not click finks or open attachments unless you verify. Send all suspicious email as an attachment to
!report-.soam.[i��
Good afternoon Ted.
I hope this finds you well. Your accounting is correct with regards to the previously permitted flow plus the
additional flow proposed with the amendment. The total permitted flow should be 95,625 gpd.
As far as Item IX.1 goes, that is a good question. The design has not changed from the original permit, however, we do
not have access to the original application; we only have access to the permit issued. That said, I would assume that
through the review and approval by the Town and the State for the original permit, the answer would be the same (and
is likely "yes"). Is there a copy of the original permit application available? Jay, do you have any thoughts?
We truly appreciate you sending these questions and helping to get the permit amendment approved. Thank you. Please
don't hesitate to call with further questions.
Landon M. Lovelace, PE - Principal
1149 Executive Circle, Suite C-1 I Cary, NC 27511
M: 919.244.0494 1Ilo �elaceli:L?tincierir�atengrnee�i�zn.roar
Visit our new website: www.underfootengineering.com
This email and any attachments included are confidential and intended solely for the use of designated recipients. If you are not a
designated recipient, further distribution of this message is prohibited. Please notify the original sender of your receipt and delete
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On Tue, Oct 13, 2020 at 2:06 PM Cashion, Ted <[e-mail]> wrote:

Cashion, Ted
From: Cashion, Ted f]
Sent: Tuesday, October 13, 2020 2:06 PM
To: Jay Meyers [e-mail]); Landon Lovelace; Eric Blocher rr
Cc: Robinson, Jason
Subject: RE: Meadowbrook Subdivision fast track application mod
Forgot to ask another question. What will be the total flow from this project be:
33,750 from Phases 1-2
+61875 rom Phase 3-9
95,625 gpd ???
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
DE
ran. P
cw.�r�,s of cniawraW owe, V
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
1 will be working away from the office most days. l will be checking email periodically. If you need immediate assistance please
contact a water resources staff member at our main number, 919-791-4200.
Based on the current guidance to minimize the spread of COV1D-19, DEQ has adjusted operations to protect the health and safety of
the staff and public, Many employees are working remotely or are on staggered shifts. To accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our

offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.
From: Cashion, Ted
Sent: Tuesday, October 13, 2020 1:36 PM
To: Jay Meyers ([e-mail]) <[e-mail]>; Landon Lovelace
<Lovelace@ underfootengineering.com>
Cc: Robinson, Jason <[e-mail]>
Subject: Meadowbrook Subdivision fast track application mod
Jay and Landon,
Item IX.1. of the application was not marked on the subject application (does the project comply with all separations
found in 15A NCAC 02T .0305(f) & (g )?
Let us know how to mark this box, and to expedite issuance of the permit, we'll mark it for you.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
r
Dron7+wK sl I�n'rprnseu! qu+k��
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
1 will be working away from the office most days. 1 will be checking email periodically if you need immediate assistance please
contact a water resources staff member at our main number, 919-791-4200.
Based on the current guidance to minimize the spread of COVID-19, DEQ has adjusted operations to protect the health and safety of
the staff and public. Many employees are working remotely or are on staggered shifts. to accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.

Forgot to ask another question. What will be the total flow from this project be:
33,750 from Phases 1-2
+61 875 rom Phase 3-9
95,625 gpd ???
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609

J
t
CfPh7�Mi 6! [mrWr+rrtts! pYL��
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
! will be working away from the office most days. 1 will be checking email periodically. If you need immediate assistance please
contact a water resources staff member at our main number, 919.791-4200.
Based on the current guidance to minimize the spread of COVlD-19, DEQ has adjusted operations to protect the health and safety of
the staff and public. Many employees are working remotely or are on staggered shifts. To accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.
From: Cashion, Ted
Sent: Tuesday, October 13, 20201:36 PM
To: Jay Meyers (imeyers@fuguay-varina_ore) <[e-mail]>; Landon Lovelace
<Lovelace underfootensineering.com>
Cc: Robinson, Jason <[e-mail]>
Subject: Meadowbrook Subdivision fast track application mod
Jay and Landon,
Item IX.1. of the application was not marked on the subject application (does the project comply with all separations
found in 15A NCAC 02T .0305(f) & (g)?
Let us know how to mark this box, and to expedite issuance of the permit, we'll mark it for you.

Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion@ncdenr.�ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
DE
MOMYryM N In�ronn�ntN �
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.

I will be working away from the office most days. I will be checking email periodically, if you need immediate assistance please
contact a water resources staff member at our main number, 919-791-4200.
Based on the current guidance to minimize the spread of COVID-19, DEQ has adjusted operations to protect the health and safety of
the staff and public. Many employees are working remotely or are on staggered shifts. To accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.