WQ0043933_Application (FTSE)_20221019

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DWR
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
NC Dept of Environmental Quality
GCT 19 2022
I.
II.
Application Number:Q tO93 93 be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Town of Clayton (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: Joshua Baird. PE per I 5A NCAC 02T .0106{b}
Title: Director of Engineering
4. Applicant's mailing address: 111 E. Second Street
City: Clayton State: NC Zip: 27520-
5. Applicant's contact information:
Phone number: 919 359-5002 Email Address: [e-mail]
PROJECT INFORMATION:
1.
2.
3.
4.
5.
Project name: Riverwood Ranch Phase IA-2D
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
County where project is located: Johnston
Approximate Coordinates (Decimal Degrees): Latitude: 39.6966` Longitude: -78.4203
Parcel ID (if applicable): 16i02047Z (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Summerville License Number: 036418
Firm: Stewart
Mailing address: 101 West Main Street
City: Durham State: NC Zip: 27701-
Phone number: [phone] Email Address: tsummervilleta`�istewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek Permit Number: NC0025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ37147
2. Downstream (Receiving) Sewer Information: 8 inch
® Gravity 71 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00110
Owner Name(s): Town of Clayton
FORM: FTA 06-21
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 Dc...eloper's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No El N/A
3. if the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes No ®N.A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
O Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NC'AC 02 r .0103{20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes ❑ No
6. Has a flow reduction been approved under .5.4 NCAC 02T .01 E4(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow Lb
No. of Units
Flow
Residential — Single Family
250 gal/day
202
50,500 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
50,500 GPD
a See E 5A NCAL' 02T .0I E4t'i), (dj le]( E ) and (e)t2) 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 50,500 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
8465
PVC SDR-35
> Section II & I1I 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Riverwood Ranch Pump Station #1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.7066 Longitude: -78.4223°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.16 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 112.2 gallons per minute (GPM) at 110.43 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
2,626
C900 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with t 5A NCAC 02T' .Q30, ,hf l j:
Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(l)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
I. Does the project comply with all separations/alternatives found in 15A NIC:AC:1)2T .0305[j) fl (g)? ® 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)
18 inches
'Water mains (vertical - water over sewer preferred, 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
**My 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
_
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drams
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*I 5.1k NC 02T.0305(4 contains alternatives where separations in 0 T.0305(fl cannot be achieved. Please check "yes"
above if these altematives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NL' Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N.•A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft serraration reaukononLi for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse River
If yes, does the project comply with setbacks found in the river basin rules per 1 5.3k NC:AC 02B .0200?
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
➢ Please provide the permit numberipermitting status in the cover letter if coverage/authorization is requ
❑ No
® Yes ❑ No
❑ Yes ®No
ired.
6. Does project comply with I5A NCAC 02T.0105(0(5) (additional permits/certifications)? ® Yes D No
Per 15A NC'AC 02T_0105c){61, directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 1 5A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for she Permitting of Purnp Stations
and Force 1atns (latest version), and the Gravity Sewer Minimum Desiitn Criteria (latestversion) as applicable?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Timothy Sununerville , attest that this application for Riverwood Ranch
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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,
Minimum Design Criteria for Gravity Sewers ( latest version), and the Minimum Design Criteria for the Fast -Track Permitting
cif Purnp Stations and Force Mains (latest ersion). 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 $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Joshua B. Baird , attest that this application for Riverwood Ranch Phase 1A-2D
(Signature Authority Name from Application Item [.3.)
(Project Name from Application Item 11.1)
attest that this application 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 143-2]5.tiA and ]43-215.6B, 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.
Signature:
10/12/2022
Date:
FORM: FTA 06-21 Page 5 of 5

Lionitrit
NC Dept of Environmental Qualit)
GCT 19 2022
Raleigh Regional Office
Division of Water Resources FlowTracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Riverwood Ranch Phase 1A-2D
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: Little Creek
b. WWTP Facility Permit #: NC0025453
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 + JoCo 1.4 +
Raleigh 1.75 = 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.8587
e. WWTP facility's actual avg. flow 2.992
f. Total flow for this specific request 0.0505
g. Total actual and obligated flows to the facility 3.9012
h. Percent of permitted flow used 69.1%
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 Station
(Name or
Number)
NuesePS 1
ClaytonRal
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated
MGD MGD Flow
Available
Capacity***
1.080 0.4320 0.2090 0.0360 0.2450 0.1870
2.5200 1.0080 0.3440 0.3033 0.6473 0.3607
* 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): Unk
Downstream Permit Number: WQ37147
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Joshua B. Baird 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 of this wastewater flow.
.i
o
10/12/2022
Signing Uncial Signature Date
Page 2 of 6
FTSE 04-16

STEWART
STRONGER BY DESIGN
NC bept of Environmental Qua ilk
.
GCT 192022
aieigh Region Office
Riverwood Ranch, Phase 1 &2
Town of Clayton, Johnston County, North Carolina
The referenced site is located along the northwest of Covered Bridge Road and
Prichard Road in Clayton, NC, The sanitary sewer extension is to be built to serve
a single-family residential community of 202 units constructed in 2 phases. Below
is a table estimating the flows for this system at the ultimate build -out. The
following flow rates have been determined the allocation that has been approved
for the Town of Clayton:
TOTAL
PHASE
USE
#
UNIT
G/D/SF
(gal/u/d)
FLOW
(gal/day)
Single Family
5
Residential
83
Lot
250
20,750
Single Family
6
Residential
119
Lot
250
29,750
Sub Total 50,500 gal/di
The flows generated from all phases is what is being requested at this time.
101 WEST MAIN ST. T 919.380.875C
DURHAM, NC 27701 F 919.380.8752

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STEWART
STRONGER BY DESIGN
LETTER OF TRANSMITTAL
TO
NC Dept of Environmental Qualit}
OCT i92022
Raleigh Regional Office
FROM
NCDEQ - DWR
TIM SUMMERVILLE
FTSE PERMITTING AND REVIEW
3800 Barrett Drive
[phone]
Raleigh, NC 27609
DATE
SENT VIA
10.19.2022
Hand Delivery
PROJECT NUMBER
PROJECT NAME
L20046
RIVERWOOD RANCH PHASE 1-2
COPIES DATE
DESCRIPTION
1
COMPLETED FTSE APPLICATION
1
FLOW TRACKING APPLICATION
1
COVER LETTER
1
STREET LEVEL MAP
1
USGS MAP
1
CHECK FOR $480
For approval
EI
For review & comment
E
Returned for corrections
For your use
❑
Approved as submitted
C
Returned after review
As requested
❑
Approved as noted
G
Resubmit copies for approval
COMMENTS
Please find enclosed Fast Track Sewer Application and all supporting documents
including plans and submittal fee. Contact me at 919.740.3397 or
tsummerviileastewart 1c.cnm if additional information is required.
SIGNED COPIED TO
File
101 WEST MAIN ST. T 919.380.875C
DURHAM, NC 27701 F 919 380.8752