WQ0041329_Application (FTSE)_20191122

I4
State of North Carolina
Department of Cnvirontnentai Qunlity
Division of Writer Resources
1SA NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: !�0 U L ( �717
G (Ia be coinoelcd by nWR)
All items must be coat leted or the Rrmllcatlon will be returned
1. APPLICANT INFORMATION:
I.
Applicant's name: TQ%vn ofFugttav-Varina (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ IndividuaI ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public
Utility
❑ Federal ❑ Stale/County ® Municipal ❑ Other
3.
Signature authority's name: Jay T. Meyers. PE per 15A NCAC_02T.0I06(b)
Title: Public Utilities Director
4.
Applicant's mailing address: 401 Old Honeycutt Road
Z
City: FucUav-Varina Stale: ihLC Zip: 27526-_
a
5.
Applicant's contact information:
o
Phone number: 919 567-3911 Email Address: imeyersQfuquay-varina.ore
Do
11. PROJECT INFORMATION:
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I.
Project name: Arlington Meadows
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CD
2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/project
p
co
If a modification, provide the existing permit number: WQ00� and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
�
3.
County where project is located: Wake
4.
Approximate Coordinates (Decimal Degrees). Latitude: 35_ .s60908 Longitude: - 8.77 85985°
5.
Parcel ID (if applicable): PIN 0665399098 AND 066529926J
(or Parcel ID to closest downstream sever)
I1I. CONSULTANT INFORMATION:
1. Professional Engineer: Thomas Spaulding License Number: 019375
FirnuSaulding.&Norrls..PA
Mailing address: 972 Trinity Rd
City: Raleigh State: NC Zip: 2Z607-
Phone number: 919 85 -7990 Email Address: IOM(aspauldingnorris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION;
1. Facility Name: Harnett Cgunly WTTP Permit Number: W 6b
Owner Name: Hamett County 1
V. RECEIVING DOWNSTREAM SEWER INFORMATION ordifferent titan WNVTF):
4. Permit Number(s): WQ0040793 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection Sys(em_Perin it Numbers) (if antplicable): WQCS00193
Owner Name(s): Town of Funuay_Varina
FORM: FTA 04-16 Page I ors

Vl. GENERAL REQUIREMENTS
I. If the Applicnni is a Privately -Owned Public Utility, has a Certificate of Public Convenience mrd Necessity been nitached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Deveio cr's Operational Agreement FOR • DED been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners' Association has an O eralional 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 preparationtservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Fflter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 1 D0 % Domestic/Comtnercial _ _% Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under I5A NCAC 02T .0114(f)7 Yes l,� No
D irves, provide n cony or now reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 211.01140
Daily Design Flow
No, of Units
Flow
Single Family Units
300 gol/day
90
27,000 GPD
gav
GPD
gav
GPD
gov
GPD
gall
GPD
gall
GPD
Total
27,000 GPD
c/
a See I SA NCAC 021' .0114(b). (d), (e)(I) and (e)(2) for caveats to wastewater design now 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 ns defined
In G,S.d2A-4). -- --
b Per I5A NCAC 02T .01 14(c), design now 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: 27,QQ0 GPD (per 15A NCAC 02T.01 14)
D Do not include future flows or previously permitted allocations
ifpermitied 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:
❑ Rehab! Iitation or replacement of existing sewer with no new flow expected
❑ Other (Explain).
FORM: PTA 04-16 Page 2 or5

VII.
Vlll.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & iNDC fQrnvity Sewers):
I. Summarize gravity sewer to be permitted:
Size (incites) Length (feet) Material
8 6,162 PVC
ti 1,151 DIP
D Section lI &III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity setver(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) —02'r .0305 & MDC (Puffin Stnlions/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: �° Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of titre pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (incites) Length (feet) Material
6. Power reliability in accordance with , 5A NCAC 02T .0305 h I :
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(l)(B)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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(h)(1)(C)
or
❑ Portable pumping unit with pluggedentergency pump connection and telemetry - 15A NCAC 02T.0305(h)(I)(C):
D it shall be demonstrated to the Division that tine portable source is owned or contracted by the applicant (draft agreement)
and Is compatible with tite station.
D 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 tite case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS— (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305ff) & (g) ® Yes ❑ No
I5A NCAC 02T.0305 contains minimum separations that shall be provided for server s stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer Including In benclied trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private orpublic watersupply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, Impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any,building foundation
5 feet
My basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
> 15A NCAC 02T.0305fe1 contains alternatives where separations in 02T.0305 cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
D If noncompliance with 02T.0305(f) or (gh see Section X ofthis application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required If the alternative design criteria specified is utilized in design and constriction
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ®N/A
D This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragelauthorizntioti under a 404 Nationwide or
Individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
® Yes [--]No
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 c 6 directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this perni t 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 -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siplion, or sewer
positioned parallel to streambnnks 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 line, size, material, and location).
High priority litres shall be inspected by the permlttee or Its representative nt least once every six -months and Inspections
documented per ISA NCAC 02T,0403(a)(5) or the perntitee's individual System -Wide Colleefion perntil.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply will, 15A CAC 02L the Minimum Design Criteria for the Permitting of emu§ ntians
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria flatesl version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10- I4) and supporting documents for
review. Approval of (lie reguest. is re uir•ed prior to submittal of the Fast Tracts An plientioa and support Indocuments.
2, Professional Engineer's Certification:
M
s name from Application Item III,I.)
that this application for
has been reviewed by me and Is accurate, complete and consistent with the h,forniatlon supplied in the plans, specitications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 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 (Incest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals niny 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 $10,000, 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 I5A NCAC 02T .0106((b)::
r 10{ C 0 1 t l� t
1, a -r r "i LF %� i� t V fl 1 !� r attest that this application for
(Signs tre Auth rity's nanik & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if ail required pails of
this application are not completed and that if all required supporting documentation and attachments are not Included, this
pplication package is subject to being returned as inoomplete. 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 thal 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,
Signature:
1�
X/V/1 Date, 11.0 0J f 7
FORM: FTA 04-16 Page 5 of 5

_ State of North Carolina
Department of Environmental Quality
Division of Water Resources
M, Ision of %Vater Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Arlington Meadows S/D Phase 1-6
r
More than one FTSE may be required far a single project if the owner of the WI-VTP is not responsible for all pump
stations along the route of the proposed irastimaterjlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
A11 flows are in MGD
c. WWTP facility's permitted flow
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.146 MGD
FV Obligated Flow NYT
0.570 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.324 MGD
Angier Obligated Flow NYT
0.139 MGD
e. WWTP facility's actual avg. flow
5.000 MGD
FV Actual Flow
1.402 MGD
Lillington Actual Flow
0.800 MGD
HC Actual Flow
2.151 MGD
Angier Actual Flow
0.647 MGD
f TotaI flow for this specific request
_ 0.027 ,MGD
g. Total actual and obligated flows to the facility
6.173 MGD
FV Actual Avg. + Obligated Flow
1.999 MGD
LiIlington Actual Avg. + Obligated Flow
0.913 MGD
HC Actual Avg. + Obligated Flow
2.475 MGD
Angier Actual + Obligated Flow
0.786 MGD
h. Percent of permitted flow used 82.31 %
Page 1 of
FTSE 06-13

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
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow* *
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Firm i pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 2.755 0.995 3.7503 2.010
* 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.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
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 waste)ater flow.
Signing Official Signature
14 - .2.3-1 f
Date
Page 2 of 4
FTS Ew 06-13

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. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
NCDENR
NORTH CAROLINA DEPARTMENT of
ENVIRONMENT AIM NATURAL RESOURCES
lw:ECEEIIAM
NIJV 0 8 2001
Subject: Town of Fuquay-Varina
FIow Reduction Approval
Wake County
d -Va"
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 .0219(1)(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. Reeardless
of the adiusted desiLen daily wastewater flow rate at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES vermi t for the'treatment facilitit or exceed the cai3acitv of the sewers
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name, permitted flow, new flow
under reduction and the difference between, them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since ,
C'
Gregory I, Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-16 t 7 Telephone [phone] Fax 919-7I5-6048
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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SCALE 1:24 000 FUQUAY-VARINA, NC
1 0.5 0 KILOMETERS 1 2 2016
1000 500 0 METERS 1000 2000
1 0.5 0 1
MILES
1000 0 1000 2000 3m 4000 5" 6000 7000 4000 10000
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MLINGTON ME"'
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TRUE HOMES
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649 BREKONRIDGE CENTRE DR.
c
FUQUAY-VARINA, WAKE COUNTY NORTH CAROLINA
SUITE 104
cm c
SEWER PERMIT
MDNROE NC 2e„o
DATE : 1i/21/20i9
USGS QUAD 'FUQUAY-VARINA'
S&N FIRM CERT. #: C-1875
PROJECT ENGINEER:
C+
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
THE SPAULDING GROUP, PA
BD
n
9
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planning civil engintering
161IJnefF nRadSuittlolRaleigbNC27�
PROJECT SURVEYOR:
Pb ne(919)954 7990 Fax [phone]
ROBINSON & PLANTE, PLC

FUTURE SEWER
(PHASE 7-10)
F,
PHASE 10 ;
,
PHASE B
RO'10
PJIASE 8
�- EXISTING SE+
(BY OTHERS)
aLINGTON A AWWS
FUOUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
SEWER PERMIT
STREET LEVEL MAP
THE SPAULDING GROUP, PA
pknniad civil cadiueriea
1611 j*AffP=Jm AmdS"101 Rdd A NC176W
AMBER FOREST DRIVE
7
' n� % PHASE 4
P Sfl 3
PHASE •`_.�
PHASE 5
% • 1 i'
I PHASE6T
,.1
RUE HOMES
!649 BREKONRIDGE CENTRE [
;UITE 104
IONROE, NC 28110
DATE : 11/21/2019
S&N FIRM CERT. #: C-1875
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
BD
PROJECT SURVEYOR:
ROBINSON & PLANTE, PLC
PROPOSED
SEWER
(PHASE 1-6)
PROPOSEDI
SITE

THE SPAULDING GROUT; PA
planning - civil engineering
Arlington Meadows
Project Narrative:
The proposed Arlington Meadows Development is located at 1401 Angier Road, Fuquay
-Varina, NC 27526. The site is approximately 3,200 LF south of the intersection of S
Judd Parkway SE and Angier Road. The ultimate project includes infrastructure
construction for 172 Single Family Residential Units. The enclosed permits are for
infrastructure construction associated with phases 1-6 (90 units). The homes in Phases 1-
6 will be served by 6,162 LF of 8" PVC and 1,151 LF of DIP sewer mains with a
proposed flow of 27,000 GPD. A sanitary sewer outfall will be constructed within
acquired easements through the Niels Crossing Subdivision and connect to a proposed
sewer outfall currently under construction by the adjacent Geneva Subdivision. Please
see enclosed Utility Plans.
Project Schedule:
Construction of Arlington Meadows is anticipated to begin in November of 2019.
Infrastructure construction for phases 1-6 is estimated to be complete by May of 2020.
Complete build -out of phases 1-6 and issuance of certificates of occupancy is expected to
be complete by May 2021.
NCDept of Environn+ental Quality'
Gov 7 7 Mg
Ra'16911 Itcgioi}al O r1 icc

Q
0
THE SPAULDING GROUP, PA
planning - civil engineering
TRANSMITTAL
To:
NCDENR- Water Quality
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 276o9
Sending:
®
Attached
❑
Shop Drawings
❑
Copy of Letter
❑
Total Quantity
NC Dept of Environmental Quality
NOV 2 7 2019
Raleigh Regional Office
Date: 11/21/2019
Attention. Jason Robinson
Job Number: 891
Re: Arlington Meadows Phase 1-6
Fuquay-Varina, Wake County
Fast -Track Application PKG
❑ Under Separate Cover via:
❑ Prints ❑ Plans ❑ Other:
❑ Change Order ❑ Samples
❑ Reproducible ❑ Specification
Copies
Date
Description
1
11-21-2019
$480.00 Review Fee
2
11-21-2019
Project Narrative, Cover Letter
2
10-16-2019
Fast Track Application for Gravity Sewers
2
10-16-2019
FTSE (Fuquay-Varina and Harnett County)
2
10-05-2019
USGS Map (Color)
P2
10-05-2019
Vicinity Map
2
11-21-2019
1 Watershed Classification Form
Transmitted far:
® Your use
❑ As Requested
❑ Review and Comment
Comments:
Mr. Robinson,
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Please see enclosed Fast Track Application (FTA 04-16) and accompanying documents for review
And approval. Please contactme with any questions. Thank you.
Copy to:
Tom Spaulding, PE
Phone: [phone]. Fa& [phone] ■ 1611 Jones Franklin Road Suite 101 + Raleigh, NC 27607

Cashion, Ted
From: Allen, Trent
Sent: Friday, December 20, 2019 2:09 PM
To: Cashion, Ted; Brantley, Mark
Cc: Robinson, Jason
Subject: RE: Fuquay subdivision to discharge 27,000 gpd to N. Harnett WWTP
Ted,
We do not have a problem with the added flow.
Trent Allen
Fayetteville Regional Supervisor
Division of Water Resources
910 433 3336 office
Trent.Allen (a)ncdenr.eov
225 Green Street —Suite 714
Fayetteville, NC 28301
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties
From: Cashion, Ted
Sent: Thursday, December 19, 2019 4:29 PM
To: Allen, Trent <[e-mail]>; Brantley, Mark <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Fuquay subdivision to discharge 27,000 gpd to N. Harnett WWTP
Hi Trent and Mark,
Fuquay has a fast track sewer extension application in with us to build 90 homes with 27,000 gpd going to N. Harnett
WWTP.
Just checking with yall to ensure you're ok with this??
We'll cc you on the permit.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office