WQ0043049_Application (FTSE)_20211203

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 'zoo 'apC (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Angier (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: Jimmy Cook per 15_A NCAC: 021 .0; (wit b
Title: Utilities Director
4. Applicant's mailing address: PO Box 278.
City: Angier State: NC, Zip: 27501-_
tic
5. Applicant's contact information:
Phone number: [phone] Email Address: ics ok(ir),angier.org ors
11. PROJECT INFORMATION: o„
1. Project name: Kennebec Crossing Subdivision Q.fp `9 pt
g� ?a
2. Application,Project status: ® Proposed (New Permit) ❑ Existing Permit/Project Ore
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 County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.32: Longitude: -78.45
5. Parcel ID (if applicable): 0675302448, 0674390203, 0674391027
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: S. Salman Moazzam
Firm: ESP Associates. Inc.
Mailing address: 2200 Gateway Centre Boulevard, Suite 216
City: Morrisville State: HQ Zip: 27560-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: NHRWWTP Permit Number: NC0021636
Owner Name: Harnett County
License Number: 028116
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQS00183 Downstream (Receiving) Sewer Size: 15" inch
tem Wide CQllectinn_SystattuDi umberls)Lif wplicable): WQCS00I83
Owner Name(s): Town of Angier
FORM: FTA 04-16
Page 1 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 ®N A
2. If the Applicant is a Developer of lots to be sold, has a Deve er s 0 era orial greemept (FORM: DEV) been attached?
❑ Yes ❑No ZN; A
3. If the Applicant is a })pimiPropeiy Owriely Association, Wag' O teraEionul Agreement (FORM; HQA) been attached?
❑ Yes ❑No ®N!A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool :' day care
❑ Food and drink facilities
❑ Businesses / offices , factories
0 Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental veterinary facilities
❑ Church
0 Nursing Home
0 Car Wash
O Hotel and/or Motels
❑ Swimming Pool !Clubhouse
❑ Swimming Pool/Filter Backwash
O Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial :°%o Commercial
% Industrial (See 15A NCAC Q2't .0) 03(2o))
�ls there a Pretreatment Program in effect? D Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC AC. 027 .01 1 4{I)? ® Yes ❑ No
If ves. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see O'I".0i I41fn)
Daily Design Flow'.b
No. of Units
Flow
Single Family Residential
360 gal/day
83
29,880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
29,880 GPD
a See 15A NCAC 02T Q.I I4{b}. (d1.101 I) and ( () 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 (i.. 42A-.1).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA NCAC 02T,Q114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 29 880 GPD (per I SA NCAC 02T .0114)
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 & MDCGravlty Sewer*;
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,021
SDR 35 PVC
8
81
DIP
• Section Il & 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 of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Muins7;
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 I5A NCAC 02T .031 hj):
❑ 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 Tess 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.
➢ 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(1)):
1. Does the project comply with all separations found in 13A NCAC 0;.. _03051f) )
➢ 15A NCAC 02T.0305(f} contains minimum separations that shall be rovided f r
El Yes ❑ No
p o sewer
Setback Parameter*
systems.
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
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 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
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
➢ .# !CAC 02T.0305W) contains alternatives where separations in 02T,0305 1l cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications w_ttsagg
➢ If noncompliance with 02T_O305(f) rar i g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N. A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the altemative 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 1 5A NCAC 12B .0200!
This would include Trout Buffered Streams per 15A NCAC'-B.0202
4. Does the project require coveragerauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 49.1k BufferPerroitting Branch
® Yes ❑ No ❑ N.A
®Yes El No
5. Does project comply with 1 A lr* AC 02T.0IO5(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAQ 02T.Q I G5(c)(6l, 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 ,SSA 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.
El Yes ®No ❑NA
➢ 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 I5A NCAC 02 f, the Mi iwum Des(grt criteria fir the Permitting of lump Stations
and Fps Mains jlatest version, and the r vity Sewer Minimum Dean Criteria O tell 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 required prior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's Certification:
1,
(Professional Engineer's name from Application Item
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 I43-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 02T .0106(b):
(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. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. l 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.
... attest that this application for
1, I`1'l°111`f 1 (o U'\ ).A'' ).(PL UIattest that this application for
NOTE - In accordance with General Statutes 143- I54A and i43-2].. 1 3, 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: - ? /
FORM: FTA 04-16 Page 5 of 5

tr
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Angier _
Project Name for which flow is being requested: Kennebec Crossing
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 #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
All flows are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
2.000 MGD
0.653 MGD
0.182 MGD
0.565 MGD
0.600 MGD
5.234 MGD
1.344 MGD
0.676 MGD
2.568 MGD
0.646 MGD
.030 MGD*
7.264MGD
2.070 MGD
0.858 MGD
3.130 MGD
1.245 MGD
h. Percent of permitted flow used 96.85%
*HRW is currently under design for a WWTP Plant upgrade.
Il. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Page 1 of 4
FTSE 06-13

the WWTP:
List pump stations located between the project connection point and
Pump
Station
(Name or
Number)
CONTACT
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm 1 pf),
MGD
Approx.
Current Avg.
Daily FIow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
TOFV FOR UPSTREAM SLS
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
CAPACITY INFO
SLS 120 14.4 5.76 3.558 1.885 5.473 .257
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
I Glenn McFadden certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indi}ates acceptance of this wastewater flow.
(LW( / t-r Pg. r
Signing jicial Signature Date
Page 2 of 4
FTSE 06-13

DWR
I)I%Rion of latter Resoair
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: Kennebec Crossing Subdivision
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 WWTP
b. WWTP Facility Permit #: NC0021636
All flows are in MGD
c. WWTP facility's permitted flow 1.008
d. Estimated obligated flow not yet tributary to the WWTP .6003
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
.6248
.0298
I.254
1.24.4°•a
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
PS 3
Firm
Capacity, *
MGD
.270
(A)
Design
Average
Daily Flow"
(Firm:' pfl,
MGD
.108
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Tributary Flow Plus
Avg. Daily Daily Flow, Obligated
Flow, MGD MGD Flow
Available
Capacity***
.056 .0032 .05632 .213
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, 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

III. Certification Statement:
I Ni •l (Oa- certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
p(
Sigrpfg Official Signature
QuWL W04K9
Title of Signing Official
t '
v(ec-vi-
Page 2 of 6
11-19-)-(
Date
FTSE 10-18

$ESP
Department of Environmental Quality
Division of Water Resources
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
November 24, 2021
NC Dept of Environmental Quality
DEC - 2021
Ralc{gb Regional Office
RE: Kennebec Crossing
ESP Project: HX39.401
Fast Track Sewer System Extension Application — Cover Letter
This application is for a proposed sanitary sewer extension for a Kennebec Crossing
subdivision located on Kennebec Church Road and comprises of 83 single-family residential
lots on 28.2 acres. Each single-family lot is projected to produce a wastewater volume of
360 GPD, resulting in a total wastewater volume of approximately 29,880 GPD. An 8"
gravity line will service the subdivision and will connect to an existing manhole to the north
of the site.
The proposed sewer will consist of the following:
• 8" SDR35 PVC gravity sewer 3,021 LF
• 8" DIP 81 LF
• Sewer Manholes 20
• Gravity Lateral Connections 83
In addition to this letter, the following items are included in the application package:
1. 2 copies of the Water and Sewer Construction Drawings
2. $480 application fee
3. Fast Track Application (FTA 04-16)
4. USGS Topographic Map
5. Project Vicinity Map
Please contact me if you have any questions or comments.
Sincerely,
ESP Associates, Inc.
Salman Moazzam, P.E.
DirectI919.415.2718
smoazzarn esDassociates.com
2200 Galer+tia} Ce lln EON d., Sulu? 211 Plurris+ille, \'C 60
1'IurI)C: !l l .678.1070 lay rir'1.h7 7.1?S
xrnw.rspassearial+.S.( Iut

NC Dept of Environmental Qualit)
DEC ~ 3 2021
Raleigh Regional Office

+ESP
2200 Gateway Centre Blvd., Suite 216
Morrisville, North Carolina 27560
[phone] - Phone
[phone] - Fax
www.espassociates.com
TO: Department of Environmental Quality (NC DEQ)
Division of Water Resources
1628 Mail Service Center
Raleigh, NC 27699-1628
COPY TO:
(A) Addressee
(B) ESP Main Protect File
(C) PM's Protect File
LETTER OF TRANSMITTAL
ESP Project Name: Kennebec Crossing
ESP Project No. HX39.401
Attention: NCDEQ - DWR
Date: November 24, 2021
We are Sending:
ElEnclosed []Change Order
Samples DComputalions
[]Literature []Specifications
[]Copy of Letter []Compact Disk
Originals
Sepia(s)
Print(s)
2 Set(s) of Plans
❑ Under separate cover
Copies Dated Sheet
1
2
Description
FTA Cover Letter;.,.
FTA Application (One original & one climnp,mtC FBXir0111:
FTSE - Flow Tracking form =.
1
1
1
2
USGS Map
Vicinity map
nic - 3
Check - $480 fee
Construction Plans
These are Being Sent:
For Your Approval
For Your Use
For Your Review and Comment
For Your Signature
For Bids Due
LlIalciE. C$ton l oftcu
Approved as Noted n Corrected and Returned
Approved as Submitted ❑ As Requested
Approved as Changed
Returned for Corrections
Returned After Loan to Us
By: n Courier
Qx UPS
n Mail
[]Other
REMARKS:
Please see the Fast Track Application for sewer extension with the required submittal documents with this transmittal. Let me know if there are any questions
Thanks.
Signed & Date
'If enclosures are not as noted, kindly notify us immediately
Salman Moazzam, PE
smoazzam esi associatcs uur.1
Direct: 919.576.5454
11/24/2021