WQ0041458_Application_20200205

d C�ly State of North Carolina
�V Department of Environmental Quality
®3
�d �
2020 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: J (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (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: Steve Ward per 15A NCAC 02T ,0106(b)
Title: Director
4. Applicant's mailing address: PO Box 1119
City: Lillington State: NC Zip: 27546-_
5. Applicant's contact information:
Phone number: 910 893-7575 Email Address: swardehatnett.org
H. PROJECT INFORMATION:
1. Project name: Campbell Pointe Townhomes Phases 5-6
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.421304' Longitude:-78.733585'
5. Parcel ID (if applicable): 110670005404
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew P. Mericle, PE License Number: 041595
Firm: Draper Aden Associates
Mailing address: 114 Edinburgh South Drive, Suite 200
City: Cary State: NC Zip: 27511-
Phone number: 9l9 827-0864 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWI?
Owner Name: Harnett County
Permit Number: NHW WTP NCO021636
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W OOQ 40040 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner Name(s): Hamett County
FORM: ETA 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 ®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))
3,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? []Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow','
No. of Units
Flow
Townhomes (per bedroom)
120 gal/day
111
13,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
13,320 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: 13320 GPD (per 15A 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: ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1202
SDR 35 PVC
8
225
C900 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma 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 (TDM
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 - 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(i)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(fl & (g)
➢ 15A NCAC 02T.0305( contains minimum separations that shall be provided for sewers stems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-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
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305() or (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 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 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
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ®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 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/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
2. Professional Engineer's Certification:
I, AetA'(CS4...1- "Erica attest that this application for
(Professional Engineer's name from Application Item Ill.l.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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):
attest that this application for
name & title from Application Item I.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.
9
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

417" Draper Aden Associates
Engineenng , Surveying Eavb'nnmentaf Services
114 Edinburgh South Drive
Suite 200
Cary, North Carolina 27511
919.827.0864
www.daa.com
January 29, 2020
NCDEQ - Division of Water Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
RE: Campbell Pointe Townhomes PH 5 & 6
Draper Aden Associates Project No. R14245N-05
Project Narrative:
This project is the 5" and 6tn phases of a multifamily townhome community consisting of 83 units and a
total of 111 bedrooms. All gravity sewer mains, with the exception of the main connecting SSMH 12 and
SSMH 6, are SDR-35 PVC. The main from SSMH 12 and SSMH 6 will be C-900 PVC. The total length of
gravity main to be installed includes 1202 LF of 8" SDR-35 PVC and 225 LF of 8" C900 PVC. Each unit
within the proposed phases of development will be served by a 4" SDR-35 service lateral. The termination
point for this phase of the development and permit will be "EXISTING SSMH 4", shown on the previously
submitted asbuilt plans for Phase 4, and constructed under permit number W00040040. From this point,
the system continues on towards the main entrance of the development, constructed under permit
number W00038236. No additional future phases of the development are anticipated at this time.
Please find the following items included with this submission:
• $480 Application Fee
• FTA 04-16: Fast Track Application for Gravity Sewer Extension (x2)
• USE 4-16: Downstream Flow Tracking Form (x2)
• USGS Exhibit Map (x2)
• Street Level Vicinity Map (x2)
Sincerely,
Draper Aden s o i tes
C. Y
T rus Cla ton,VJr.,PE
Y
Regional Growth Leader
Principal
cc: Andrew Mericle, DAA
Alex Amavizca, DAA
Blackybwg • Charlottesville • Manassas • Newport Netis • Rie mtond • firginia Beoch
Fgvetteville • Raleigh

State of North Carolina
Department of Environmental Quality
Division of Water Resources
F,14,Mni, „r Nra ie , ,Ef x, , ,* Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Campbell Pointe Townhomes Phases 5-6
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route oftheproposed wastewaterjlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All 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 1.172 MGD
FV Obligated Flow NYT
0.572 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.339 MGD
Angier Obligated Flow NYT
0.148 MGD
e. WWTP facility's actual avg. flow
4.617 MGD
FV Actual Flow
1.314 MGD
Lillington Actual Flow
0.723 MGD
HC Actual Flow
1.978 MGD
Angier Actual Flow
0.602 MGD
f. Total flow for this specific request
0.013 MGD
g. Total actual and obligated flows to the facility
5.802 MGD
FV Actual Avg. + Obligated Flow
1.886 MGD
Lillington Actual Avg. + Obligated Flow
0.836 MGD
HC Actual Avg. + Obligated Flow
2.330 MGD
Angier Actual + Obligated Flow
0.750 MGD
h. Percent of permitted flow used 77.36%
Page 1 of 4
FTSE 06-13

i .
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Firm / pfl,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
10B 2.020 0.808 0.538 0.156 0.694 0.114
SLS 120 14.4 5.76 2.755 1.013 3.768 1.992
* 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 (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Hamett Regional W WTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve Ward 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 indicates acceptance ohthis w"ewater flow.
Signing Official Signature
II.3/-I3
Date
Page 2 of 4
FTSE 06-13

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Draper Aden Ass
* Engineering • Surveying • EnvironmetOEWWR
0 3 2020 Letter of Transmittal
To: NCDEQ - Division of Water Resources WQe 1.28.20
Water Quality Section — =A T�TI ), y IF P¢Q1?rNu#PLbrpr: R14245N-05
Fayetteville Regional Office Project Name: Campbell Pointe
225 Green Street, Suite 714 Townhomes Phases 5 & 6
Fayetteville, NC 28301-5095 Phone No. 919.826.0864
cc: File
We are sending you via: ❑ UPS
❑ USPS
® Hand Delivered
❑
®
Attached ❑ Under separate cover
❑
Shop Drawings ❑ Prints
❑ Plans
❑ Specifications
❑ Samples
❑
Copy of letter ❑ Plats
❑ Proposal
❑ Change Order
❑ Report
❑ Other:
Copies
Date
No.
Description
2
12.31.19
1
Fast Track Application for Gravity Sewer Extension (FTA 04-16)
2
12.31.19
2
Downstream Flow Tracking Form (FTSE 4-16)
1
8.21.19
3
$480 Application Fee
2
1.28.20
4
USGS Exhibit Map
2
1.28.20
5
Street Level Vicinity Map
These are transmitted as checked below:
® For approval ❑ Returned for corrections ❑ Resubmit copies for review
❑ For your use ❑ Submit copies for distribution
❑ As requested ❑ Return corrected prints
® For review and comment ❑ Prints returned after loan to us
❑ FOR BIDS DUE: ❑ Other:
REMARKS:
Please contact me directly (919-827-0876; [e-mail]) should you have any immediate
questions, concerns, or if you determine anything is missing and I will fix it as soon as possible.
Thank you,
Printed Name: Alex C. Amavizca, EIT Signature:
Title: Project Engineer
P:\R14\200\R14245N\R74245N-05\CORRESP\20 0128 -State Sewer Submission\LOT 20 0128 - NCDEQ DW R Sewer.docx
114 Edinburgh South Drive • Suite 200 • Cary, NC • 27511 • 919.827.0864 • www.daa.com
Blacksburg • Charlottesville • Manassas • Newport News • Richmond • Virginia Beach
Fayetteville

State of North Carolina
DEQ/IDVVR Department of Environmental Quality
D,W.ftH ..' i L d 0 3 2020 Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
"61vislon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: PO Box 1119
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: sward(phamett.org
II. PROJECT INFORMATION:
1. Project name: Campbell Pointe Townhomes Phases 5-6
2. Application/Project status: ® Proposed (New Permit)
❑ Privately -Owned Public Utility
❑ Other
FEB 0 3 2020
y.` 00
�
❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.421304' Longitude:-78.733585°
5. Parcel ID (if applicable): 110670005404
Select Bank and Trust 005334
Winston 104proup LLC - as tzssisat -
Corjstructiori (Ycct UFZSnieV- check Fraud
2323 Keith Hills Road Protecticnfor8eemew
Lillinqton, NC 27546 8/21/2019
$ `480.00
0
DOLLARS e
MP
FORM: FTA 04-16 Page 1 of 5

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Permit Number WQ0041468
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
stephanie.zono
Coastal SWRule
Permitted Flow
13,320
Facility
Central Files: APS _ SWP
2/4/2020
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Campbell Pointe Townhomes Phases 5-6 Minor Fayetteville
Location Address County
Harnett
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Harnett Regional Water
Non -Government
Owner Affiliation
Steve Ward
Director Interim Public Utilities of
PO Box 1119
DateslEvents
Lillington NC 27546111
Scheduled
Ong Issue App Received Draft Initiated Issuance
2/4/2020 2/3/2020
Regulated Activities
Wastewater collection
Outfall
Public Notice Issue Effective Expiration
2/4/2020 2/4/2020
Requested/Received Events
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin