WQ0040574_Application (FTSE)_20191207

ti State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlslon of Water Resources FTA 0.3-16 & SUPPORTING DOCUMENTATION
Application Number: `ildi) — o r7(to becompintcdby D1VR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
I . Applicant's name: Town of Flglua -Varina. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State.. -County ® Municipal ❑ Other
3. Signature authority's name: Jay T. Meyers., PE per 15 (' 0') 01 Oh(l)_y
Title: Public Utilities Director
4. Applicant's mailing address, 401 Old H n tt Road
City: Fuquay-Varina State: N_Q Zip: 27526-
5. Applicant's contact information:
Phone number: (919) 53-1028 Email Address: im r f -v rina r,
IL PROJECT INFORMATION:
I. Project name: Purfoy South Subdivision - Phases 1-5
2. Application.'Project status: ® Proposed (New Permit) ❑ Existing Pcrmit/ProjectTb
0
If a modification, provide the existing permit number: WQ00 and issued date:
CZ
O
0
wz^~.,
If new construction but part of a master plan, provide the existing permit number: WQ00
as
3. County where project is located: Wake�
a�
2Sr.t
4. Approximate Coordinates (Decimal Degrees): Latitude: IL5A Longitude:
•
t
�
e�
5. Parcel ID (if applicable): 0665597186 and 0665899420
W
LLt
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
A
I. Professional Engineer; Jim Chandler. PE License Number; 026466
z
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suitq102
City: R_ aleieh State: hK Zip: 2 07-
Phone number: (919) 66-4502 Email Address: Vim h n I rg
- -timmons,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name-
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s), WQ9.QJ2437 Downstream (Receiving) Sewer Size: n1 inch OA&A Valle-1
�S �otrGlAalll�
/
Syst •m Widq'olleetion System Permit Numberis) fil'appGcab00_ 1
lc): WQCS93
Owner Name(s): Town of F -V rip
FORM: FTA 04-16
Page 1 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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a ftuvelol2gr's Operational Agreement (FORM: DEV been attached?
❑ Yes ❑No ®NIA
3. if the Applicant is a Home,-v i•ation- llaa an n i Agreemcnit I F R - FIQA been attached?
❑ Yes ❑No ®N-A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
El Residential Leased ❑Car Wash
❑ Retail with food preparation -'service ❑ Hotel and/or Motels
❑ School/ preschool iday care ❑ Medical i dental iveterinary facilities ❑ Swimming Pool !Clubhouse
ElFood and drink facilities ❑ Church
El Businesses!" offices;` factories El Swimming Pool -'Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater, II f10 °/o DomesticlCommercial _% Commercial
Industrial (Se� 15A NCAC 0,- D103 20 )
1ls there a Pretreatment Program in effect? ❑ Yes [:]No
6. Hasa flow reduction been approved under 1 >A NCAC 02T 01 14 ? ® Ycs [_—]No
If yes, provide a copy of flow reduction aporoval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.011.1(f)1 Daily Design Flow'''
No. of Units
Flow
Residential - 4 bedroom 300 gal/day
149
44,700 GPD
Residential - 3 bedroom 225 gal/day
95
21,375 GPD
[�
(} tf
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
66,075 GPD
a Sec.k5A NCAC 2T 01 14 L27r I ,na a 2a 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in J 5. 4)..A ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operatio patterns, and other measured data.
8. Wastewater generated by project: 66.075 GPD (per I "A N A 02T 01 14)
:- 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

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
9,438
PVC
8
1,384
C900
8
236
DIP
Section II & 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)
Oversizing lines to meet minimum slope requirement is not allowed and a violation or the MDC
V111. PUhIP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NI DC I Purno Stations,Torce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Purfoy South Subdivision Pump ti n
2. Approximate Coordinates (Decimal Degrees): Latitude: 35,562571 Longitude: -78,782336
3. Design flow of the pump station: 0.OR5 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 204.0 gallons per minute at 89.6 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6 6,623 C-900
6. Power reliability in accordance with 154 NCAc T 03 I :
® 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(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
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.
i 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 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCACO2T .0105(f) &1UJ
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched 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 or public water supply source, including any wells, WS-1 waters of Class I or
Class it impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hi 17h 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
Any basement
10 feet
Top slope 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
I SA 1vt_:AC 027.03054g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's . t}rface Warr flassi 0caiin- wch m c
If noncompliance with 02T.0305(f) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
i See the Division's draft separation requirements for situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
i 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 0213 0200? ® Yes ❑ No ❑ N. A
This would include Trout Buffered Streams per 15A NQAQ 2130202
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 Permittma Branch
5. Does project comply with 15A NCAC 02T OI05(c)(6) (additional permitslcertiftcations)? ® Yes []No
Per 15A NCAC 02T.0I05(c)(6), directly related environmental permits or certification applications arc 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 -priority?"
Per 15A NCACO2T.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
If yes, include an attachment with details for each line, including type (aerial line, 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 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A N A ' O"T, the Migimilai I)csi m Urit!�ria forforlbe P •rm' iti , of ['lime statiollw
ti. 1ale-st ycriionand llte Ciiraviiy._ ewer Adini ti Detiitiln C'ritcria 0.1tes, yergioll as applicable?
®Yes ❑No
If No, complete and submit the Variancc,'Altcrnative Design Request application (VADC 10-14) and supporting; documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
�I ]l _ _ _ _attest that this application for
(Professional Engineer's name from Application Item Ill.l.)
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 143-215.68, 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 15A NCAC 02T .0106(b):
i?u61 iG
Autikrity's name & title from Application item 1.3.)
;Qo-e"Vk GAR O %
Oa�ESS10O
y 0264
attest that this application for
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. 1 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 14315,6A and I43-215.6A, 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: Date:
FORM: FTA 04-16 Page 5 of

USGS Map
Fuquay-Varina — North Carolina
7.5- Minute Series
"
3s

NOR
VICINITY MAP

.t
OF W ATF9 State of North Carolina
`Ors QG Department of Environment and Natural Resources
cry r Division of Water Quality
p Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: Purfoy South Phases 1-5
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: North Harnett Regional WWTP _
b. WWTP Facility Permit #: NCO021636
All floivs are in MGD
c. WWTP facility's permitted flow 2.60
d. Estimated obligated flow not yet tributary to the WWTP 0.642
e. WWTP facility's actual avg. flow 1.204
f. Total flow for this specific request 0.066
g. Total actual and obligated flows to the facility 1.912
h. Percent of permitted flow used 73.5%
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 pt),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
—*—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 (pQ 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 7
FTSE 06- 13

Certification Statement:
I Jay T. Meyers, PE, 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.
_ _ J 4�!°r�#g
#ng Off — Signature Date
Page 2of7
FTSE 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
l~uquay-Varina, North Carolina 27526
Dear Mr. Allway:
W'J
IT
� i �
NCDENR
ENVIRONMENT ANo NAruRAL RESOURCES
P CEPAM
um of A -Vat"
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 .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 atl 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. Regardless
of the adiusted design daily wastewater now rate. fit no time shall the wastewater flows exceed the effluent
limits defined in the Town's,NPDLS permit for the treatment facility or exceed the capacity 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 pernutted projects (iudicate permit number, project nnmel�ermittetl ilo�r, new_llow
under redaction and tie difference_betwegtt If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since
Lr
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 Affirmntive Action Employer 505/h recyC1cd/10% post -Consumer paper

State of North Carolina
Department of Environmental Qualit%
Division of Water Resources
Flow Tracking/Acceptanee for ScNi er Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fut uay-Varina
Project Name for -which flow is being requested: Purfoy South Phases 1-5
11ow 111m l (lire' FT:ih' mm ere ifthc <m.e1e'r of thr If ff'l!' 1� nol re.yptpnsihlr Jrr1 all puny;
moticuevahmg th. rcnur of1hc1)+•01)oved 11wSlr,rulc 1 iln„
l- Complete this section only if you are the owner tit the %N astc% atcr treatment plant.
a. WWTP Facilitv Narne: North Harnett Rc�iunal W" TP
h. WWTP Facility Permit rt: NC'0021 636
All lort�v are in JIGD
c- \VWTP facility's permitted tlo%% 7.5 NIGD
Fuquay Varina Allocated Flo% 2.60 MGD
L,illington Allocated Flow 1.20 NIGD
ingier Allocated Flow 1.008 MGD
Estimated obligated flow not yet tributary to the W\VTP 1.227 NIGD
FV Obligated Flow NYT 0.042 1lGD
l-illinuton Obligated Flow NYT 0.1 13 MGD
HC Obligated Flow NYT 0.327 :ti1GD
Angier Obligated Flow NYT 0.14_5 MGD
C. WWTP tiieilitN''S actual 110X% 4.7S31IG❑
FV Actual Flow 1.321 1•IGD
Lillingtun Actual Flow 0.773 MGD
HC Actual Flow 2.074 ,1iGD
Angier Actual Flay 0.583 11GD
E Total flint• for this specific request 0.1166 INIGD
g- Total actual and obligated flows to the facility 6.046 11CD
FV Actual Avg. + Obligated Flow 2.029 NIGD
L.illington Actual Avg. + ObligatedFlowe0.880 NIGD
HC Actual Avg. + Obligated Flow 2.401 NIGD
Angier Actual + Obligated Flow- 0.730 MGD
h. Percent of pennitted tluwv used 811.61 `%
Pd�-'e 1 ut'4
I- I S L. 06-1

11. Complctc this section fi-sr each pump station you are rest oniiblc for along the route Of thiw
proposed �sastewaler Ilo"
l-ISt puny stations located bet%4-een the project
connection point and the W "TP-
(:\1
[1i1
ft 1
tE7)=llt4('}
Dc�im
t ►Sxheatr�l.
Pully
Ak etauc-t).lit\.
ApproN
N.+t ) C:
)! mal C urrml
Slaliou
Firm
E14.111 t' .
Currrtu A�
I t1butar..
HmN Ptu,
(Name or
C ANCEt7. '
(1'uritl PI).
path Hm%.
l kmh H,y,5
t li,h_utccl 1� atlah t
Number)
MGD
IN K,1)
\ICU
INIG 7
1 bm ( ttiactt5 "~
SLS 121) 14.4 5.70 2.516 1.{t2I 3.S37 I.'72.+
* The Firm Capacily of any pump station is defined a..s the mammt mi pumped tlo,% that
can he achieved iiith the lar!,est pump taken out of service.
Deign Avura-e flail%- blow is the first capacitN of the pump station divided h\ a peaking
factor (pf) not less than 2.5.
*" A Planning Assessment Addendum shall be attached for each pump station located
bemcen the project connection point and the \VNVh[ where the A%ailable CapacRN is < 1).
Dom nstream Facility Name (Sewer): ,`orb Harnett Regional WW 1 P
Qou nsircam Pennit Number: NCO0216 3h
111. Certification Stutemenr.
I Steve L\ and certify to the hest of mt knl,>,,.ledue that the addition of
the \plume of \%astcwater to be I,ertttittecf in this project has been evaluated along-' the roUte to the:
receivin(y wastek,atcr treatment facility a;tcf that the flint from this project is not anticipated to
cause anV capacity re:hatcd sanitary sewer overlicm s or o\ erhurdea any downsiream pump station
Ln route to the recei�inu treatment plant under normal circum5tanccs. giVen the implemetltatlori (It'
the planncd imprmemenk identified in the planning assessment where applicable. Thi: analysis
has been performed in accordiincc with local established pohcio and proccdure; using the hc,t
a\ailable data. Thi.s certification applies to thoSe items listed above it) Sections I and Il plu> all
attached planning assessment addendums for which I am the re�,ponsiblc party. Signature of this
forin indicates acceptance ot'tl 6, wastewater llwx.
jr
t`r
Sr!Zllin- Ql cicd St;1t<t are Alto
pa-v 2 t4 4

PROJECT NARRATIVE
Project Name: Purfoy South — Phases 1-5
Location: Fuquay Varina, Wake County, NC
Owner: Stephens Road Partners, LLC
150 Towerview Ct.
Cary, NC 27513
Developer: Stephens Road Partners, LLC
150 Towerview Ct.
Cary, NC 27513
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
NC Dent of Cnvirortmental Quality
" _ i Zola
Raleigli Regional OffIce
The proposed project is inside Fuquay Varina jurisdictional limits and is located along Purfoy Road,
south of the intersection with Holland Road. The scope of this project will include the construction of
244 residential lot and associated roads in phases 1-5.
The proposed public sewer extension will provide domestic service to Phases 1-5 of Purfoy South
Subdivision on a 108.46-acre tract of land (Phases 1-5) in Fuquay Varina, NC.
Development Flow Rate: 66,075 gpd
(149) 4 bedroom houses @ 300 gpd/unit
(95) 3 bedroom houses @ 225 gpd/unit

�0•
NC Dept of Environmental Qual
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS. DEC — 2018
Raleigh Regional Office
TRANSMITTAL
TO: NCDENR-Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Date:1216118 Job #:40697
ProjectPurfoy South Phases 1-5
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Flow Acceptance Form/ Certification Statement
1
6
Check for $480
1
7
NCDENR Letter Dated Nov. 8 2001 -- Flow Reduction
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or dexter.howelia-timmons.com.
Thank you,
Dexter Howell
Project Manager
SIGNED:
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Cashion, Ted
From:
Watts, Johnathan C
Sent:
Friday, January 25, 2019 9:42 AM
To:
Cashion, Ted
Cc:
Robinson, Jason; Deck, Erin M
Subject:
RE: [External] Re: Purfoy South Subdivision - Phases 1-5 fast track sewer extension
application
Hi Ted;
At 63% of actual flow this office does not object.
Johnathan Watts
Environmental Specialist
Division of Water Resources
Department of Environmental Quality
910.433.3322 office
910.486,0707 fax
iohnathan.watts(cDncdenr.gov
225 Green St. 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, January 24, 2019 4:14 PM
To: Watts, Johnathan C <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: FW: [External] Re: Purfoy South Subdivision - Phases 1-5 fast track sewer extension application
Hi Johnathan,
Fuquay wants to discharge 66,000 gpd to N. Harnett WWTP from a subdivision. Just checking to make sure FRO is ok
with this.
We'll issue the permit sometime next week and cc you if all is good.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, January 24, 2019 2:08 PM
To: Jay Meyers ([e-mail]); 'Jim Chandler'
Cc: Robinson, Jason; Deck, Erin M
ses 1-5 fast track sewer extension applicatio
Subject: RE: Purfoy South Subdivision - Phan
Jay and Jim F j ✓
Following up on the email below. We're ready to issue the permit upon submittal of the FfSE form signed by Harnett
Co. You may email the form to us.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Nothing Compares
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From: Cashion, Ted
Sent: Wednesday, January 09, 2019 5:13 PM
To: Jay Meyers ([e-mail]) <[e-mail]>; Jim Chandler
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Purfoy South Subdivision - Phases 1-5 fast track sewer extension application
Hi Jay and Jim,
We are reviewing the subject application. We need a FTSE form signed by Steve Ward of Harnett Co. acknowledging
acceptance of the 66,075 gpd. We'll continue drafting the permit upon submittal of this form. You may email this
completed form to us.
Thx
ted
Ted Cashion

Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
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.

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, January 09, 2019 6:13 PM
To: Jay Meyers ameyers@fuquay-varina_org); 'Jim Chandler'
Cc: Robinson, Jason; Deck, Erin M
Subject: Purfoy South Subdivision - Phases 1-5 fast track sewer extension application
Hi Jay and Jim,
We are reviewing the subject application. We need a FTSE form signed by Steve Ward of Harnett Co. acknowledging
acceptance of the 66,075 gpd. We'll continue drafting the permit upon submittal of this form. You may email this
completed form to us.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
}'`Nothing Compares �...
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.