WQ0040549_Application (FTSE)_20181126

btate of ivortti Laroltna
Department of Environmental Quality
Division of Water Resources
Division of Water Resources I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: e7 (to be completed by DWR) V
All items must be completed or the application ww be returned ( _ r
I. APPLICANT INFORMATION:
!I d v�
L Applicant's name: Town of An ier NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ GeneraI Partnership ❑Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: limmv Cook per I5A NCAC. 02T .0 i 06fb)
Title: Public Utilities Director
4. Applicant's mailing address: PO Box 278
City: Angier State: NC Zip: L750I-
5. Applicant's contact information:
Phone number: 919 331I-6708 Email Address: icook1§Aq&iqL=
IL PROJECT INFORMATION:
L Project name: Bellewood 5u division
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennit/Project
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/ Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,5 0071 ° Longitude:-78.746820�
S. Parcel ID (if applicable): 06744 )- 206 and 674- 9.4319
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer:.ioel Smith. PELicense Number, 028822
Firm: Timmons Group
Mailing address: 5410 Trinity RoadSuite 102
City: Raleigh State: NC Zip: 27607-�
Phone number: 919 866-4953 Email Address: ioel.smith@ti imons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Harnett Count Public Utilties
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: hi— inch
5yszem Wide Coilcction System Perri± {i .mber(s)-pli.cab 6: WQCSC50 ! 3
Owner Name(s): Town of An icr
FORM: FTA 04-I6
Page I of 5

WATfi
NpF
P� Department
State of North Carolina
of Environment and Natural Resources
4
�_ t=
Division of Water Quality
f� Y Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Angier
Project Name for which flow is being requested: Bellewood Subdivision
Mnre than one FTSE rnat. he required for a .single pr eject ff the oltnrrr of the 9717P is not responsible for all pemrp
stations along the route of the praposed u,ast,nearer ;/lox.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Re onal WWTP
b- WWTP Facility Permit t: NCO021636
C. WWTP facility's permitted flaw
All flows are in Af D
Fuquay Varina Allocated Flow
7.5 MGD
2.60 MOD
Lillington Allocated Flow
1.20 MGD
Angier AIlocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP
1.157 N1GD
FV Obligated Flow NYT
0.652 MGD
Lillington Obligated Flow NYT
0.113 MOD
HC Obligated Flow NYT
0.326 MGD
Angier Obligated Flow NYT
0.066 N1GD
e. WWTP facility's actual avg. flow
FV Actual Flow
4.335
Lillington Actual Flow
1.253 NIGD
HC Actual Flow
0.700 MGD
Angier Actual Flow
1.873 NIGD
0.509 MGD
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
0.079 MGD
5.571 NIGD
FV Actual Avg. + Obligated Flow
1.905 MGD
Lillington Actual Avg. + ObIigated FIow
0.813 MGD
HC Actual Avg. + Obligated Flow
2.199 NiGD
Angier Actual + Obligated Flow
0.654 NIGD
h. Percent of permitted flow used
74 25%
Page I of 6
FTSE 06-13

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 Developer's Operational Agreement (FORM_ DEV) been attached?
[:]Yes ❑No ®NIA
3. If the Applicant is a Home/Prouerm Owners' Association, has an Operational 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 prepamtion/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 °ru Commercial
_ % Industrial (See. 15A NCAC 02T__0103(20))
1 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(i)? ❑ Yes ® No
�w If yes. Provide a cony of now reduction aanroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140.)
Daily Design Flow'-e
No. of Units
Flow
Residential - 4 bedroom
480 gal/day
164
78,720 GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GAD
Total 7
78,720 GPD
U/
a See 15A NCAC 02T_01 14fb), fd). te)(1) and .(ems 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 G.S. 42A4).
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 o17on patterns, and other measured data.
8. Wastewater generated by project: 78,720 GPD (per 15A NCAC 02T .01 14)
r 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

VII.
GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC(Gravity Sewers
Vlll.
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1 7,773 PVC
Section II & IH 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 of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/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. OperationaI 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):
6
Size (inches) Length (feet) Material
Power reliability in accordance with 1_5A NCAC 02T _0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B).
1W Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
t 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)(I)(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.
:- 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-I6 Page 3 of 5

IX. , SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(_o & (g)
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes []No
Setback Parameter*
5e aration 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 CIass 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
AnX basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
". 15A NCAC 02T,0305(e) contains alternatives where separations in 0.2_T.0305(f1 cannot be achieved.
**Stream classifications can be identified using the Division's N_ C Surface Water Classifications webpag_e
If noncompliance with 02T.0305(Q,pjJj.)h see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ N; A
t See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
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
i- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragefauthorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
r Information can be obtained from the 401 & Buffer Permittinu Branch
5. Does project comply with 15A NCAC 02T_0105(cN6] (additional permitsicertifications)? ® 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 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 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 ❑ N-A
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:
1. Does the submitted system comply with I5.A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity, Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance. Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reQuest is re uired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Da., _V_ attest that this application for
(Professional Engineer's name from Application Item Ill. I.)
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. 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 (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 143-215.613, 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.
...... ........
North Carolina Professional Engineer's seal, signature, and date:
SEAL _
28822�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
ht C6JK ��— V� 111 s5 I,I,iic-Ar attest that this application for
(Signature Authority's name & 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 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. 1 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.
Signature: Date: �y J
FORM: FTA 04-16 Page 5 of 5

pF VJATF,g RaleighRsional NCO State of North Carolina
O� PG Department of Environment and Natural Resources
T. Division of Water Quality
❑ -c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Angier
Project Name for which flow is being requested: Bellewood Subdivision
More than one FTSE mqr he required far a .Tingle project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wasteivater flow.
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
All 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
1.157 MGD
FV Obligated Flow NYT
0.652 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.326 MGD
Angier Obligated FIow NYT
0.066 MGD
e.
WWTP facility's actual avg. flow
4.335 MGD
FV Actual Flow
1.253 MGD
Lillington Actual Flow
0.700 MGD
HC Actual Flow
1.873 MGD
Angier Actual Flow
0.509 MGD
f.
Total flow for this specific request
0.079 MGD
g.
Total actual and obligated flows to the facility
5.571 MGD
FV Actual Avg. + Obligated Flow
1.905 MGD
Lillington Actual Avg. + Obligated Flow
0.813 MGD
HC Actual Avg. + Obligated Flow
2.199 MGD
Angier Actual + Obligated Flow
0.654 MGD
h.
Percent of permitted flow used
74.25%
Page 1 of 6
FTSE 06-13

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 Angier
Project Name for which flow is being requested: Bellewood Subdivision
More than one FTSE may he required for a single project ythe owner of the H'W TP is not responsihle 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. XVWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021626
c. WWTP facility's permitted flow All flows are in MGD
1.008
d. Estimated obligated flow not yet tributary to the WWTP 0.06624
C. WWTP facility's actual avg, flow 472
f. Total flow for this specific request 0.07872
g. Total actual and obligated flows to the facility 0.61696
h. Percent of permitted flow used 61.2%
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)
Design
(B)
(C)
(D)=(B+C)
(E)-(A-D)
Pump
Station
Pump
Station
Average
Firm
Approx.
Obligated,
Not Yet
Total Current
Nam eor
Numr)MGD
Permit
Daily Flow**
Capacity, * (Firm / pf),
Current
Avg. Daily
Tributary
Daily Flow,
Flow Plus
Obligated
Available
MGD
Flow, MGD
MGD
Flow
Capacity***
* The Firm Capacity (design t]o�r) of aay pump station iy defined as the maximum pumped flow
that can be achieved with the largest pump taken out ofservice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pi) 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): Town of Angier, NHRWWTP
Downstream Permit Number: WQs00183,NC0021636
Page 1 of 6
FTSE 10-18

11. 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)
Design
(B)
(C)
Obligated,
(D)-(B+C) (E)=(A-D)
Average Daily
Firm FIow"*
Approx_
Not Yet
Total Current
Pump Station Capacity.* (Firm / pfl.
(Name or Number)
Current Avg.
Daily Flow,
Tributary
Daily Flow,
Flow Plus
Obligated Available
N1GD G D
MGD�
N1GD
Flow Capacity""'•
SLS 120 14.4 5.76
2.747
0.931
_
3.678 2.082
* The Firm Capacity of an� p station is defined as
as
the pumped flaw that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm rapacity 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.
Certification Statement:
i Steve Ward — Directorof Public Utilities 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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptancefif tj- wastewater flow.
o1grung v11rctat 31gnature Dale
I'TSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section I1 where Availablc
Capacity is < 0.
Pump Station (Name or Number):
Given that:
Page 2 of 6
FTSE 06-I j

III. Certification Statement:
I HenryJames Cook Jr. 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 Iocal 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
IF I
aigni UUICIar Signature
UPS
Title of Signing Official
)_6~)B
Date
Page 2 of 6
FTSE 10-18

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USGS
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North Carolina
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PROJECT NARRATIVE
Project Name: Bellewood Subdivision
Location: 8500 S NC 55 HWY, Wake/Harnett County, NC
Owner: Greenfield Bellewood, LLC - Matt Brubaker
8601 Six Forks Road, Suite 270
Raleigh, NC 27607
Developer: Greenfield Bellewood, LLC — Matt Brubaker
8601 Six Forks Road, Suite 270
Raleigh, NC 27607
Consultant: Timmons Group
Joel Smith, PE
5410 Trinity Road, suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Town of Angier's jurisdictional limits and is located along S NC 55
HWY, south of the intersection of S NC 55 HWY and Kennebec Church Road. The scope of this
project will include the construction of a 164 lot subdivision. The project is anticipated to generate
the following wastewater flows:
I20 GPD/BEDROOM @ 4 BEDROOMS/ UNIT @ 164 UNITS � 78,720 GPD

NC Dept of Environmental
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ-Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
NOV 2 6 2018
Raleigh Regional Office
Date: 11 /26/18 Job #:41155
Project: Bellewood Subdivision
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
1
6
Check for $480
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. howellCa7timmons_com.
Thank you,
Dexter Howell
Project Manager
SIGNED:
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Cashion, Ted
From: Jimmy Cook <[e-mail]>
Sent: Tuesday, January 08, 2019 11:47 AM
To: Cashion, Ted; Danielle Kirk
Subject: [External] Bellewood subdivision
Attachments: Scan0002.pdf
•xternal email. Do not click links of open attachments unles {1.sus semail an
e
ME
Mr. Cashion,
Here is the information you requested for the Bellewood subdivision.
The downstream sewer size is 12".
If you have any questions please call me at 919-796-6772
Jimmy Cook
Town of Angier

Cashion, Ted
From: Watts, Johnathan C
Sent: Wednesday, January 02, 2019 7:43 AM
To: Cashion, Ted
Cc: Robinson, Jason, Deck, Erin M
Subject: RE: fast track sewer extension application
Hi, Mr. Cashion;
FRO has no objections. Hope all is well your way.
Johnathan Watts
Environmental Specialist
Division of Water Resources
Department of Environmental Quality
910.433.3322 office
910.486.0707 fax
lonnathan.watts0,ncdenr.Qov
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: Monday, December 31, 201810:52 AM
To: Watts, Johnathan C <johnathan. [e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: fast track sewer extension application
Hi Johnathan,
Hope all is good at FRO.
We have a fast track sewer extension application from the Town of Angier for a 164 home subdivision with 78,720 gpd
going to the North Harnett WWTP. Is the FRO OK with this flow to the WWTP?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality

Raleigh Regional Office
919-791-4254
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Email correspondence told from this address may be subject to the North Carolina Public Records Law and may be
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Cashion, Ted
From: Cashion, Ted
Sent: Monday, December 31, 2018 11:07 AM
To: '[e-mail]'; '[e-mail]'
Cc: Robinson, Jason; Deck, Erin M
Subject: Bellewood Subdivision fast track sewer extension application
Joel and Jimmy,
We are reviewing the subject fast track application. Please provide the receiving downstream sewer permit number and
sewer size as required in Item V. of the application. We'll continue drafting the permit upon submittal of this info.
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 Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.