WQ0041930_Application (FTSE)_20200828

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: v" { b (tube completed by MR) F-dy
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay-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 i 5A NCAC 02T .0106(b)
Title: Public Utilities Director
4. AppIicant's mailing address: 401 Old Honeycutt Road
City: Fuguav-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: [phone] Email Address: imeyers _.fuquay-varina.org
H. PROJECT INFORMATION:
1. Project name: HIdden Valley Subdivision - Phase 13
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/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
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.54' Longitude:-78.76`
5. Parcel ID (if applicable): 0665848737
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler, PE License Number: 026466
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: 919 866-4507 Email Address: iim.chandler(altimmons.com
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 0039437 Downstream (Receiving) Sewer Size: 36 inch
SystemWide Collection 5ystem_Permit_Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuguay-Varina
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[]Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Doerational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Pro ert 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 preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See ISA NCAC 02T .0103(20))
4Is there a Pretreatment Program in effect? []Yes ❑ No
6. Hasa flow reduction been approved under I5A NCAC 02T .0l 14(f)? ® Yes ❑ No
If yes, nrovide a coat/ of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 0ZT.01140
Daily Design Flow 1.e
No. of Units
Flow
Residential - 4 bedroom
300 gal/day
45
13,500 GPD
Cabana / Pool
gav
l
1,300 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gav
GPD
Total
14,800 GPD
a See I SA NCAC 02T .01 I4(b). (,. (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per ISA NCAC 02T AI 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data water using fixtures, occupancy or operation patterns, and other measured data.
oa V-y.
8. Wastewater generated by project: 7 0 GPD (per 15A NCAC 02T .0l 14)
D Do not include future flows or reviously 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):
n,,....'� . rot

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (Peet)
Material
8
3, 114
PVC
8
582
DIP
➢ Section lI & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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
VIII. 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. 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 15A 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 - ISA 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.
➢ 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 or multiple station power outage.
ri...... 7 -r C

IX. SETBACKS & SEPARATIONS — (0213.0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T ,0305 & ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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 tines 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 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
hi h 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 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 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifcation_s webpage
➢ If noncompliance with 02T.0305(f) or („mil. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ NIA
➢ Seethe Division's drat 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 ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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
S. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional perm itslcerdfications)? ® 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 Iines 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 ❑ 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 ISA NCAC 02T.0403(a)(5) or the permilee's individual System -Wide Collection permit.
1 r r

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA 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 VariancefAlternative Design Request application (VADC 10-14) and supporting documents for
review. Aonroval of the request is reouired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Cer�tificat' n: , J
1, �M1a,+ i ' KJI�C �� • attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 Si0,000, 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 15//A++ NCAC 02T .0106(b):
attest that this application for
ignatu a 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. 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 143-215.6B, 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.
Date:
__ ■ , r�4 n -v Be Dona S -P C

of W A TF9 State of North Carolina
O111WG Department of Environment and Natural Resources
v� r Division of Water Quality
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: Hidden Valley Subdivision Phase 13
More than one FTSE may be required for a single project if the owner of the PYWTP 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. ViIWTP Facility Name: North Harnett Regional VrvVTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2.60
d. Estimated obligated flow not yet tributary to the WWTP 0.643
e. WWTP facility's actual avg. flow 1.204
f. Total flow for this specific request 0.015
g. Total actual and obligated flows to the facility 1.862
h. Percent of permitted flow used 71.6%
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 FIow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Hidden 0.720 0.288 0.011 0.114 0.125 0.163
* 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 (pl) 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 I of 6
1♦Tcp m-1 i

Certification Statement:
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.
N
Page 2 of b
V'rVC n� i

State of North Carolina
` Department of Environmental Quality
Division of Water Resources
nhvisJon rat tauter Re!,ources 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: Hidden Valley 13
r
More Aran one FTSE nrut- he required for a singleproject ij'tlre oti-near• q(the 11117P
is nut respumihle fin- rill ptunp
stations along the route of theproposed uustcnat�rJlnti,>,
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 #: N00021636
All flowv are in MGD
c. WWTP facility's permitted flow
7.5 11ZGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
I.20 MGD
Angier Allocated Flow
I.008 MGD
d. Estimated obligated flow not yet tributary to the MNITP
1.415 MGD
FV Obligated Flow NYT
0.643 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.339 MGD
Angier Obligated Flow NYT
0.320 MGD
e. WWTP facility's actual avg. flow
4.682 MGD
FV Actual Flow
1.216 MGD
Lillington Actual Flow
0.714 MGD
HC Actual Flow
2.169 MGD
Angier Actual Flow
0.583 MGD
f. Total flow for this specific request
0.015 MGD
g. Total actual and obligated flows to the facility
6.112 MGD
FV Actual Avg. + Obligated Flow
1.874MGD
Lillington Actual Avg. + Obligated Flow
0.827 MGD
HC Actual Avg. + Obligated Flow
2.508 MGD
Angier Actual + Obligated Flow
0.903 MGD
h. Percent of permitted flow used
81.49%
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:
Page I of 4
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Project Number- 54.W1 Map Title: N
0 1,000 2,000
Project Manager: Figure 1 USGS Map I I i I i i i I
SB Pettinger Properties Feet
Scale: Wake County, NC
Date: Source: Wake County GIS Soil & Environmental Consultants,
ulj fai d a.r rrl, s.r 11,1, II.I-�. ac :ri15 • M..r. Alvf s/►: u, • t.a: illf-
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LYLaLC Vi (FU1 L11 LMU111JU
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 .rlanager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear W. Allway:
Now
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
tp Cl 8 22-061
TM of -1la to
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 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. Regardless
of the adjusted desien daily wastewater flow rate, at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES nermit for the treatment facility or exceed the ca acity 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, pro'ect name�e1:a tted 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.
S ince
C'
f' 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 EmpJover 50% recycled/1017c, post -consumer paper

PROJECT NARRATIVEc
Project Name: Hidden Valley - Phase 13 `,
Location: Fuquay Vara, Wake County, NC pit
°�'ental
Owner: Pulte Home Company, LLC 18 QUafj_
I225 Crescent Green Drive, Suite 250
Raleigh, NC 27607 roal
Developer: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Fuquay Varina jurisdictional limits and is located along NC Hwy 55,
south of the intersection with Truelove Road. The Phase 13 scope for this project will include the
construction of45 single-family residential lots and the cabana/pool amenity center.
The proposed public sewer extension will provide domestic service to Phase 13 of the Hidden Valley
subdivision on a partial tract of 214.69 acres in Fuquay Varina, NC.
Development Flow Rate: 14,800 gpd
(45) 4 bedroom houses ,, 300 gpd/unit
Cabana/ Pool Amenity Center r�z 1,300 gpd

.�000
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office Date: 08/19/2020 Job #: 37913
3800 Barrett Drive Project: Hidden Vallev Subdivision — Ph. 13
Raleigh, NC 27609 Reference:
Copies Sent To: Dept afl;
A mental Qualm,
UU 2
❑ ENCLOSED PLEASE FIND;
❑ WE ARE SENDING UNDER SEPARATE COVER:
��jj a ZD?D
+14eil h Reei" _ .
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement
1
2
Check for $480
1
3
Project Narrative
1
4
USGS ma
1
5
Vicinity Ma
1
6
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.howelle-timmons.com
Thank you,
Dexter Howell
Project Manager
SIGNED:
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Cashion, Ted
From: Dexter Howell <[e-mail]>
Sent: Thursday, October 15, 2020 2:17 PM
To: Cashion, Ted
Subject: [External] Fwd: FTSE
Attachments: image001 jpg; ATT00001.htm; Hidden Valley 13 Town of FV FTSE.pdf; ATT00002.htm;
Parker Pointe Phase 1 & 2 Town of FV FTSE.pdf ATT00003.htm; Judd Place Sewer Town
of FV FTSE.pdf; ATT00004,htm
External email. Do" a dk k-links or open attachments unless you verify.'Send all suspicious email as an -atta6ment to
E ort.syam-IPnc.wv
See attached for Hidden Valley phase 13.
Thanks
Dexter
Sent from my Whone
Begin forwarded message:
From: "Jay T. Meyers, PE" <[e-mail]>
Date: October 15, 2020 at 1:35:48 PM EDT
To: Dexter Howell <[e-mail]>, Tom Spaulding <[e-mail]>,
"Patrick Paine, PE" <[e-mail]>
Subject: Fw: FTSE
Please find your respective FTSE's attached.
0
Jay T_ Meyers, PE I Public Utilities Director
Town of Fuquay-Varina
1415 Holland Road I Mailing Address: 134 N. Main St
Fuquay-Varina, NC 27526
jmeyers0fuquay_varina.oro
919-567-3911
www.fucivay-varina.orct
From: Katherine E. Moore <[e-mail]>
Sent: Thursday, October 15, 202012:13 PM

To: Jay T. Meyers, PE <[e-mail]>
Subject: FTSE
CAUTION: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Good afternoon,
Attached is the FTSE for:
Hidden Valley 13
Parker Point Phase 1 & 2
Judd Place Sewer
Have a great day!
Katherine Moore
Engineering Office Assistant
Harnett Regional Water
700 McKinney Parkway
PO BOX 1119
Lillington, NC 27546
[phone]
V3e.v Water & Sevier Locations
v5 ww,harnett.vater.or �

U,
Cashion, Ted
From:
Cashion, Ted
Sent:
Saturday, October 1Q 2020 11:41 AM
To:
Dexter Howell; Jim Chandler
Cc:
Robinson, Jason; Jay Meyers
Subject:
RE: [External] RE: Hidden Valley Subdivision - Phase 13 fast track sewer extension
application
Following up on the email below. We need a USE form signed by Harnett County for this project before issuing the
permit.
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 E Qt TF- y_ it.A ~ f'
Dr/Y4tirt1 W [mYpiwecd Dratq�
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.
I 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 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 <[e-mail]>
Sent: Thursday, October 1, 2020 6.32 PM
To: Dexter Howell <[e-mail]>; Jim Chandler <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Jay Meyers <[e-mail]>
Subject: Re: [External] RE: Hidden Valley Subdivision - Phase 13 fast track sewer extension application

Dexter,
We'll need a FTSE form signed by Harnett County approving acceptance of the wastewater.
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
Subscribe to Collection System & Sewer Permittincic 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.
From: Dexter Howell <[e-mail]>
Sent: Thursday, October 1, 2020 3:30 PM

Cashion, Ted
From:
Sent:
Allen, Trent
Friday, October 2, 2020 1:24 PM
To:
Cashion, Ted
Cc:
Robinson, Jason
l
Subject:
RE: [External] RE: Hidden Valley Subdivision - Phase 13 fast track sewer extension
application
No problems with the North Harnett taking the flow. Have a good weekend.
Trent Allen
Fayetteville Regional Supervisor
Division of Water Resources
910 433 3336 office
[e-mail]
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: Friday, October 2, 20201:16 PM
To: Allen, Trent <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Re: ]External] RE: Hidden Valley Subdivision - Phase 13 fast track sewer extension application
Hi Trent,
We have a fast track sewer application in house for Fuquay for a subdivision and 14,800 gpd.to N. Harnett
WWTP.
Do you have any issues with N. Harnett taking this flow?
Hope all is good in FRO and all are healthy.
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.p,ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted <[e-mail]>
Sent: Thursday, October 1, 2020 6:32 PM
To: Dexter Howell <Dexter.Howell 2 timmons.com>; Jim Chandler <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Jay Meyers <ime ers fu ua-varina.or >
Subject: Re: [External] RE: Hidden Valley Subdivision - Phase 13 fast track sewer extension application
Dexter,
We'll need a FTSE form Signed by Harnett County approving acceptance of the wastewater.
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
Subscribe to Collection System & Sewer Permitting U dates
Email correspondence to and from this address may be subject to the North Carolina Public Records Cow and may be
disclosed to third parties unless the content is exempt by statute or other regulation.