WQ0039437_Application (FTSE)_20170712

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
App] ication Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuouay-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 15A NCAC 02T .0106(b) ��
Title: Public Utilities Director tug: E �� �rl `(di Ok-L c.
4. Applicant's mailing address: 1415 Holland Road
City: Fuquav-Varina State: NC Zip: 27526-
5. Applicant's contact information. -
Phone number: (9-L9) 753-1028 Email Address: [e-mail] Z
n
11. PROJECT INFORMATION: C7
1. Project name: Hidden Valley Subdivision gyp' t _ c
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project 1�
CD �, <
If a modification, provide the existing permit number: WQ00 and issued date:
o�
If new construction but part of a master plan, provide the existing permit number: WQ00 y
3. County where project is located: Wake 0
m
4. Approximate Coordinates (Decimal Degrees): Latitude: 5.547'Longitude:-7$.?6C` 1_0
n
5. Parcel ID (if applicable): 0675141029 y
(or Parcel ID to closest downstream sewer)
11I. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler, PE License Number: 026466
Firm: Timmons Grout)
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-_
Phone number: [phone] Email Address: iim.chandler�u timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP r Permit Number: NCO021636
Owner Name: Town of Fuquav-Varina / f ���`y � ccrS P�, e �►�r �, ��
V. RECEIVING DOWNSTREAM SEWER INFORMA ION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 36 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS00193
Owner Name(s). Town of Fuouav-Varina
FORM: FTA 04-16 Page 1 of 5

Vl. GENERAL REQUIREMENTS
1. 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 ®N/A
3. If the Applicant is a Home/Property
Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
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 15A NCAC 02T .0103(20)1
�bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No
If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(n)
Daily Design Flow'•°
No. of Units
Flow
Residential - 4 bedroom
300 gal/day
210
63,000 GPD
Residential - 3 bedroom
225 gal/day
82
18,450 GPD
gall
0-t
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
81,450 GPD
a See 15A NCAC 02T .0114(b), (d), (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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 81,450 GPD (per 15A NCAC 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 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers};
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
15,580
PVC
8
5,924
DIP
12
1,262
PVC
12
726
DIP
�!�
riff �
➢ Section II & Ill of the MDC for Permitting of Gravijr'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
VIIL 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: Hidden Valley PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.547 Longitude:-78.766'
3. Design flow of the pump station: tU millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 500 gallons per minute at 135 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
10
11612
C-900 PVC
10
850
DIP
1A4 G
6. Power reliability in accordance with 5A NCAC 02T ,03Q5(.bk l ):
® 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)(l)(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 04-16 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 NCAC 02T .0305f o &W, ® Yes ❑ No
➢ 15A NCAC 02T.030911 contains minimum se rations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewcrs 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-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
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 buildin 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
➢ _5ANCAC 02T.0305 contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weblDaee
➢ If noncompliance with 02T.0305 or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ 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
➢ This would include Trout Buffered Streams per l5A N A�. 2B.0202
4. Does the project require coveragerauthorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permitslcertifications)? ® Yes [—]No
Per 15A NCAC 02T.0105LcJL6J, 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.04021 "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:
I. Does the submitted system comply with 15A 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,Altemative 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:
attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 1 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
vL br�i►@S
name & title from Application Item 1.3.)
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution, I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
iiL�Ytr i�i MORA /�' Lt ,
FORM: FTA 04-16 Page 5 of 5

OF wArF9 State of North Carolina
`Oc' aG Department of Environment and Natural Resources
c Division of Water Qualit}
❑ ,c Flow Tracking/Acceptance for Seaver Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuqua),-Varina
Project Name for which flow is being requested: Hidden Valley Sub. 292 Lots
More Man one FTSE' mar he re yulred Jor a single In gjvo q the opt Piet uJ the (VJI'TP is not r'rsponsiM, /ur a111>3urrp
stations along the route oJ'the proposed ua vewater lhm .
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional W%VTP
b. WWTP Facility Permit #: NCO021636
All Jlew.v are en MGD
c. WWTP facility's permitted flow
5.600 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 W\VTP 0.991NIGD
FV Obligated Flow NYT
0.489 MGD
Lillington Obligated Flow NYT
0.101 MGD
HC Obligated Flow NYT
0.326 MGD
Angier Obligated Flow NYT
0.075 MGD
e. WWTP facility's actual avg. 11ow
4.588MGD
FV Actual Flow
1.271 MGD
Lillington Actual Flow
0.778 MGD
HC Actual Flow
2.106 MGD
Angier Actual Flow
0.433 MGD
f. Total flow for this specific request
0.081 MGD
g. Total actual and obligated flows to the facility
5.669 MGD**
FV Actual Avg. + Obligated Flow
1.841 MGD
Lillington Actual Avg,. + Obligated Flow
0.888 MGD
HC Actual Avg. + Obligated Flow
2.432 MGD
Angier Actual -i Obligated Flow
0.508 MGD
h. Percent of permitted flow used
101 %
*North Harnett WWTP is being evaluated by NCDL-:NR-
DWR for planned future expansion.
**d+c+f
Page I of 6
II S l_ 06-1

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
Average Dail)
Finn
Flow"
Putnp Station
Capacity,"
(Firm ' pt).
(Name or Number)
MGD
MGD
Contact
FV
for
SLS 120
14.4
5.76
(B)
(C)
(D)=(8+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Dailv Flow,
Daily Flow.
Obligated
Available
MGD
MGD
Flow
Capacity''•*
upstream
SLS
Capacity
k Info
2.747
2.124
4.871
0.889
* 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 di-ided 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 NNINVTP %here the Available Capacity is c 0.
Ill.
Certification Staten ot:
1 Steve Ward — Director of Public (hiluies 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 trcatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been perfonned in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections 1 and 11 plus all
attached planning assessment addendums for which i am the responsible party. Signature of this
form indicates acceptan of this wastewater flow.
Signing Official Signaturc - -- Date
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Page 2 of 6

PROJECT NARRATIVE
Project Name: Hidden Valley
Location: Fuquay Varina, Wake County, NC
Owner: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Cary, NC 27518
Developer: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Cary, NC 27518
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 scope of this project will include the construction
of 292 residential lot and associated roads in Phases I & 2.
The proposed public sewer extension will provide domestic service to Phases 1 & 2 of Hidden Valley
subdivision on a partial tract of 214.69 acres in Fuquay Varina, NC.
Development Flow Rate: 81,450 gpd
(210) 4 bedroom houses @ 300 gpd/unit
(82) 3 bedroom houses @ 225 gpd/unit
NC Dept of Environmental Quality
Raleigh Regi011al Office

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Project Numbeb754.W1 Map Title: N
o 1,oao 2,000
Project Manager: Figure 1 - USGS Map
SB Pettinger Properties Feet
Scale: 1 1 �00,
Wake County, NC
rr -
source: Soil a Environmental Consultant:
Date: • Wake County GIS
1/18/16 USGS Fuquay-Varina Quad "" "°

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDENR-Raleigh Regional Office Date: 07/10/17 Job #:37913
Division of Water Resources Project: Hidden Valley
3800 Barrett Drive Reference:
Raleigh, NC 27609 Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma nv�ronrnental Qai�iit
1
4
VicinitV Ma
1
5
Flow Acceptance Formes _
1
6
{
Check for $480
Raleigh Regional
0�1-
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.howell(a)timmons.com.
Thank you,
Dexter Howell
Project Manager
M.P.
71If pp"F,
N
0
a
0
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UN

Cashion, Ted
From: Andy Lamm <Andy.Lam [e-mail]>
Sent: Monday, August 21, 2017 10:10 AM
To: Cashion, Ted; Robinson, Jason
Cc: Jim Chandler; Jay Meyers; Dexter Howell
Subject: RE: Hidden Valley Subdivision fast track sewer extension application
Attachments: FTSE for Hidden Valley SD (from Harnett County).pdf
Attached is the FTSE from Harnett County, and yes, you may edit the Owner of the WWTP to Harnett County.
Thanks for your assistance in this,
Andy
T. Andy Lamm, PE
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4941 1 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours.
From: Jim Chandler
Sent: Monday, August 21, 2017 10:00 AM
To: Andy Lamm <[e-mail]>
Subject: FW: Hidden Valley Subdivision fast track sewer extension application
Jim Chandler, PE, LEED AP
Raleigh Residential Group Leader
TIMMONS GROUP 1 www.timmons.com
5410 Trinity Rd Suite 102 1 Raleigh, NC 27607
Office:919.866.4507 1 Fax: [phone] Cell: 919-390-4227
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Cashion, Ted [mailto:[e-mail]
Sent: Monday, August 21, 2017 9:58 AM
To: Jay Meyers ([e-mail]) <imeyers@fuquay-varina.o>; Jim Chandler
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Hidden Valley Subdivision fast track sewer extension application

Cashion, Ted
From: Andy Lamm <Andy. Lamm @tim mons. com >
Sent: Monday, August 21, 2017 10:10 AM
To: Cashion, Ted; Robinson, Jason
Cc: Jim Chandler; Jay Meyers; Dexter Howell
Subject: RE: Hidden Valley Subdivision fast track sewer extension application
Attachments: FTSE for Hidden Valley SD (from Harnett County).pdf
Attached is the FTSE from Harnett County, and yes, you may edit the Owner of the WWTP to Harnett County.
Thanks for your assistance in this,
Andy
T. Andy Lamm, PE
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 919.866.49411 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours.
From: Jim Chandler
Sent: Monday, August 21, 2017 10:00 AM
To: Andy Lamm <[e-mail]>
Subject: FW: Hidden Valley Subdivision fast track sewer extension application
Jim Chandler, PE, LEED AP
Raleigh Residential Group Leader
TIMMONS GROUP l www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4507 1 Fax: [phone] Cell: 919-390-4227
iim.chandlerC�timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Cashion, Ted(mailto:ted.cashion@ncdenr._g_ovj
Sent: Monday, August 21, 2017 9:58 AM
To: Jay Meyers (imeyersPfuguav-varina.org) <imevers(@fuguay-varina.orR>; Jim Chandler
<[e-mail]>
Cc: Robinson, Jason <iason.t.robinson@ncdenr,gov>
Subject: Hidden Valley Subdivision fast track sewer extension application

Cashion, Ted
From: Cashion, Ted
Sent: Monday, August 21, 2017 9:58 AM
To: Jay Meyers {[e-mail]}; '[e-mail]'
Cc: Robinson, Jason
Subject: Hidden Valley Subdivision fast track sewer extension application
Jay and Jim,
We are reviewing the subject application. We need a FTSE form signed by the owner of the WWTP, Harnett
County. We'll continue processing the application upon submittal of this form.
Also item IVA of the application notes the Town of Fuquay-Varina is the owner of the North Harnett Regional
WWTP. With your permission I'll change the owner to Harnett County.
Ted Cashion, CHMM
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
919-791-4254
K.- C..- %"Nothing Compares
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.