WQ0043934_Application (FTSE)_20221019

DWR
Division of Water Resources
NC Dept of Environmental Quality
GCT 19 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional Office FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: VIP Oa/3 V to be wi. mplered by DWR;
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Clayton (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ Genera! Partnership ❑ Pnvately-Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Joshua Baird, PE per I; A NUM 3]? r .1 i I061;71
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: [phone] Email Address: Liqmwrville.a stn.
arti c&un
11. PROJECT INFORMATION:
1. Project name: Walton Farms Phase 5&6
2 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
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 39.6966 Longitude:--78.4203
5. Parcel ID (if applicable): 16i02047Z (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. 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: tsummervillet stewartin.com
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek Permit Number: NC0025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0040273
2. Downstream (Receiving) Sewer Information: 8 El Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00110
Owner Name(s): Town of Clayton
FORM: FTA 06-21
Page ! of 5

I. GENERAL REQUIREMENTS
I . lithe Applicant is a Privately -Owned Public Utility. has a Certificate of Public Convenience and Necessity been attached?
El Yes ❑No ®N:A
▪ If the Applicant is a Developer of lots to be sold, has a Developer's Operations] Agreement lFORN1: DEVl been attached?
❑ Yes ❑ No ®NSA
3. If the Applicant is a Home:Property Owners' Association, has an 1I0A1POA 0Dsrational Agreement FORM. l lt_lj and
supplementary documentation as required by I5A NCAC 02T.01 15(c) been attached?
❑Yes ❑No ®N'A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
❑ Residential (Leased)
0 School preschool day care
❑ Food and drink facilities
❑ Businesses offices factories
❑ Retail (stores, centers. malls)
❑ Retail with food preparation/service
0 Medical dental veterinary facilities
❑ Church
❑ Nursing Home
0 Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool.Clubhouse
0 Swimming Pool. Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 °•o Domestic % Commercial % Industrial (See 15,E NCAC 021 .0103{201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under I5A NCAC :121 to 1 ]4()? ❑ Yes ❑ No
If ves, 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'•b
No. of Units
Flow
Residential Single Family
250 gal:day
61
15.250 GPD
gal/
GPD
gal/
GPD
gat/
GPD
gale
GPD
gal:`
GPD
Tour/
15,250 GPD
a See 15A NCAC 02 f .01 14(bl, Id) felt l,.and {e1I21 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 I5A NCAC 02T .01 14(c). design flow rates for establishments not identified [in table I5,\ NCAC 021 t: ] i shall be
determined using available flow data, water using fixtures. occupancy or operation patterns, and other measured data.
R Wastewater generated by project: 15,250 GPD (per 15A NCAC 02 f .0l 14)
Do not include future flows or pre%iously 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:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: I=TA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02 I .0305 & 1IDC (Gray itv Sewers):
I Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1807
PVC SDR-95
Section II & IIi of the MDC for Permitting of Gravity Sewers contains infommtion related to design criteria
• Section Ili 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:
2. Approximate Coordinates (Decimal Degrees): Latitude:" Longitude;
3. TotaI number of pumps at the pump station:
3 Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
If any portion ache force main is less than 4-inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2.0IC. I,b, ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(hii 1):
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry • I 5A NCAC 02T_0305(h)(t )(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)(1)(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 06-2 I Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
I. Does the project comply with all separationsealternatives found in l sA NCAC 021 .03051011.0r ® Yes ❑ No
15A NCAC 02T.0305(t) contains minimum separations that shall be rovided for sew
p
Setback Parameter*
er systems.
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, 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 drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
.r_
36 inches
noncompnance witn U• ' t _U ? it) or (g.?_ see Section X. l of this application
* 15Q,_NCAC 02T,03051g) contains altematives where separations in 02T.{)305(t) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Class lications welLiass
2. Does this project comply with the minimum separation requirements for water maims? ® Yes ❑ No ❑ NA
If no. please refer to I5A NCAC I8C.0406(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?
Please provide supplementary information identifying the areas of non-conformance.
• See the Division's draft separation requirements 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 15A NCAC 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 numberpermitting status in the cover letter if coverage authorization is requi
® Yes ❑ No ❑ N'A
❑ No
® Yes ❑ No
❑ Yes ®No
red.
6. Does project comply with I5A.NCAC 02 C.01Lc1(6) (additional permttslcertifications)_? ® Yes ❑ No
Per 15.E NCAC E u5(c)(6j. 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.'A NCAC 021 f,'402, "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 1SA NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21
Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15 1 N{,IC 021. the \lintrtium Design Criteria tier the Permitting ur Puinp Stater
and I rrce tains i latest and the Gra% tt\ Sew cr Minimum 1hsiian Criteria ! latest %cr,t,1n) as applicable?
Yes [] No
If no, for protects requiring a single variance. complete and submit the Variance, Alternative Design Request applicatic
(VADC 10-14) and supporting documents for review to the Centrai Office. Approval of the request will be issue
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to tonal
review times. For projects requiring two or more variances or where the variance is determined by the Division to be
si_nificant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
_Timothy Summerville attest that this application for Walton Farms Phase 5&6
(Professional Engineer's name from Application item Hi ! ) (P:ojecs Name from Application Item rl-I}
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 furthe
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations
�itnimutn i)e,iiin Criteria forCiravity Se15er; (latest .erstoni, and the Mlininium D&stun Criteria for the Fast -Trick Permittini
of Purim Stations and Force \lain: (latest ieraionl. Although other professionals may have developed certain portions of thi.
submittal package. inclusion of these materials under my signature and seal signifies that 1 have reviewed this material anc
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 S 10,000. as well as civil penalties up to S25,000 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 5thal )
NI, CAR° ,4,,,
�0 .17
North Carolina Professional Engineer's seal, signature, and date:
?��wt, 3■44:
ttttfnirin t ri,,tve
3 Applicant's Certification per 15A NCAC 02T .0106i b): ('
I _ii©S '.Lt-t G 4c attest that this application tt_,r ( 4141vi rG/Ms rive. G -6
n lure t.,';...n•v Name fir ifn .La' r i . •- ; : )
t °inject \amc from Application item II I)
attest that this application has been reviewed by me and is accurate and complete to the best of iffy knowledge.
I understand that if all required parts of this application are not competed and that if all required supporting documentation
and attachments are not included. this application package is subject to being returned as incomplete. 1 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 anti or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated 1 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 t,B. any person who knowingly snakes 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 S10.000 as well as civil penalties up to S25.000 per 'iolation.
Signature: Date:
l
9/A)-/2 0 A
FORT FTA 06-21
Paste 5 of 5

Division of Water Resources
NC Dept of Environmental Qualit)
GCT 19
Raleigh Regional Office
Flow Tracking/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 Natne for which flow is being requested: Walton Farms Phase 5&6
More than one FTSE ma) • be required for a single project if the owner of the Wi3TP is not responsible for all pump
stations along the route of the proposed wastewater flow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Little Creek
b. WWTP Facility Permit #: 0025453
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
All flows are in MGD
LCWRF 2.5 + JoCo 1.4 +
Raleigh 1.75 = 5.65 MGD
0.8434
2.992
0.0153
3.8507
68.2%
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)
Firm
Capacity, *
MGD
NuesePS 1 1.080
(A)
Design
Average Daily
Flow* *
(Firm pt),
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 Available
MGD MGD Flow Capacity***
0.4320 0.2090 0.0208 0.2298 0.2022
ClaytonRal 2.5200 1.0080
0.3440 0.2881 0.6321 0.3759
* 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): Riverwood Gravity
Downstream Permit Number: WQ40273
Page 1 of 6
FTSl_ 04-!6

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.
1.; 7/2?-4()).z_
Signing Official Signature Date
Page 2 of 6
I 'I'S E 04- 16

-11
STEWART
STRONGER BY DESIGN
Walton Farms, Phase 5&6
Town of Clayton, Johnston County, North Carolina
The referenced site is located along the West side of Covered Bridge Road near the
intersection of Loop Road in Clayton, NC. The sanitary sewer extension is to be
built to serve a single-family residential community of 61 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
FLOW
(gal/u/d)
(gal/day)
Single Family
5
Residential
33
Lot
250
8250
Single Family
Residential
28
Lot _
250
7,000
Sub Total 15,250 gal/d.
The flows generated from all phases is what is being requested at this time.
101 WEST MAIN ST. T 919.380.8750
DURHAM. NC 27701 F 919.380.8752

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STEWART
STRONGER BY DESIGN
LETTER OF TRANSMITTAL
TO
NC Dept of Environmental Quality
CCT 1 9 2022
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
L21048
WALTON FARMS PHASE 5&6
COPIES DATE DESCRIPTION
COMPLETED FTSE APPLICATION
1
FLOW TRACKING APPLICATION
1
COVER LETTER
1
STREET LEVEL MAP
1
USGS MAP
CHECK FOR $480
For approval
❑
For review & comment
C
Returned for corrections
For your use
❑
Approved as submitted
C
Returned after review
As requested
❑
Approved as noted
C
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
tsummervilleiAstewminc,com if additional information is required.
SIGNED
COPIED TO
File
101 WEST MAIN ST. T 919.380.875C
DURHAM, NC 27701 IE 919.380.8752