WQ0042722_Application (FTSE)_20210803

NC Dept df Environmental Quality
Division of Water yKes
State of North Carolina
AUG 2 201 Department of Environmental Quality
Division of Water Resources
RWIFJIr,%C�RAC SEWER SYSTEM EXTENSION APPLICATION
FTA 04- 6 & SUPPORTING DOCUMENTATION
Application Number: � W 5Zf2z- .tc t_- completed by DWR) 2
J Ms
All items must be com leted or the a lication will be returned ! 2�
�l
I. APPLICANT INFORMATION:
I . 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 ISA NCAC 021 .0100(h!
Title: Engineering Director NC Dept of Environmental Quality
4. Applicant's mailing address: PO Box 879
City: Clayton State: NC Zip: ?.7520-_____ ALI j 2021
5. Applicant's contact information:
Phone number: [phone] Email Address: engineerine(a,townofclavtonnc.o4aleigh Regional Office
11. PROJECT INFORMATION:
1. Project name: Camel Street Townhomes Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.654k Longitude:-78,4533"
5. Parcel ID (if applicable): 05E99012C
(or Parcel ID to closest downstream sewer) 1-r"�•
Z715
III. CONSULTANT INFORMATION:
1. Professional Engineer: Penny Sekadlo, PE r
��l��y_WyYyFirm: Penny Engineering Design �I' NIA 1Cn
AW 2=
GLENWOOD
—H 0 M rmS—
Glenwood Homes LLC
PO Box 90427
Raleigh, NC 27675
License Number: 11921
l�2Q�(a&A0 tr►-�
24798T
ew�ucM �u+�uxc wr�o �nusr w�+awr�r
�•
NORTH CAROLINA
.s��
66.112/531
PAY TO THE ORDER OFPJOPTIf uAYLoI_INA DErA{LTM�NT OF �NVliz0NlMl�NTAL °-0
QVA{�! TY
O y 1 H f a 0/ 10 o DOLLARS
MEMO

Vl. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes []No SMA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational ALreement FORM: DEV1 been attached?
❑ Yes []No ®N/A
3. If the Applicant is a HLimelPropen)- Owners' Association, lias an Operational ALreerner7t; i'(JEt'0 A i0A1 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 andlor Motels
❑ School 1 preschool i day care ❑ Medical/ dental..' veterinary facilities ❑ Swimming Pool !Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % DomesticlCommercial °fo Commercial
_ % Industrial (See 15A NC'AC' 02 [' .0103{20i)
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCK 02 .0 4 ? ❑ Yes ❑ No
Ify-es, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114t f))
Daily Design Flow •,n
No. of Units
Flow
62 three -bedroom townhouses
250 gatiday
62
15,500 GPD
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
15,500 GPD
a See 15.A NC'AC' 02T .0I 14(h f. Id )4 (e E[ r) and te)Q 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 15_ AC T.�1 I #� shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15.500 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T.0305 & Mj)C(i �8�itr Sewers]:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,008
SDR35 PVC
8
f 413
C900 PVC
8
t 162
DIP
➢ Section 11 & 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)— 02'1.0305 & MDC: (Pump SlaEions/Force Mains]:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PR03ELI
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 l 5A NS`1 jaj_Dj45(h H I l:
❑ Standby power source or pump with automatic activation and telemetry - 1 SA 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 - 1 SA 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.
D 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 & I5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 021 .030516 & I ul ® Yes ❑ No
➢ 15A NCAC 02T.0305() contains minimum separations that shall he nmvided fnr sewer cvcremv
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-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
AnX buil ing foundation
5 feet
Any basement
10 feet
To slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Draina e s stems and interceptor drains
5 feet
Any swimming Is
10 feet
Final earth grade vertical
36 inches
➢ 15A IICAC 02T.0305N contains alternatives where separations in 02 030. S{ fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Waier Cla�sifIcatiens webaaee
➢ If noncompliance with 43T.0N5(o or (izI, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No Z 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 35A NC,�LC 02B .0_'0i_' ®Yes ❑ No ❑ N?A
➢ This would include Trout Buffered Streams per 15A 'xl r C 213.0202
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 & B��( cr Permitting Branch
5. Does project comply with ; SA NCAC 02T.01051cli6) (additional permitsJcertifications)? ® Yes ❑ No
Per 15 .'��.'CAC. (121.0105(c)i6), 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 Jg vAt0?T,{14{12, "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 I5A 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 II SA INC C 02T, the Minimum Design Crit "ia for th Permitliog of Pump Statisou
a-ryd.Fgrce..hlains ilatest version). and the r,7ti it} Sew r ifinimum Design ('riteria 11.ate�t 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 r uired prior to submjtfti of the Fast Track Application and sup[)ortinr documents.
2. Professional Engineer's Certification:
I, Penny Sekadlo, P.E._
(Professional Engineer's name from Application Item I1I.1.)
attest that this application for
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):
_attest that this application for
(Signature Authorits name a 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. 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 143.21 .6. and 14.3-2.I .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.
I
Signature:._ Dattc,
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
;5 Department of Environmental Quality
.� Division of Water Resources
r
Division of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Camel Street Townhomes 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: Little Creek
b. WWTP Facility Permit M 0025453
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 + JoCo 1.4 +
Raleigh 1.0 = 4.9 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.7165
e. WWTP facility's actual avg. flow 3.019
£ Total flow for this specific request 0.0155
g. Total actual and obligated flows to the facility 3.792
h. Percent of permitted flow used 0.774
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)
Design
Average
Approx.
Firm
Daily Flow**
Current
Pump Station Capacity, *
(Firm / pf),
Avg. Daily
(Name or Number) MGD
MGD
Flow, MGD
Clayton/Raleigh 2.5056
1.0022
0.3680
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0,2335
0.6015
0.4007
* 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): Clayton/Raleigh Pump Station
Downstream Permit Number: W CS00110
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Joshua 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.
Signature
71,z(, 12').21
Date
Page 2 of 6
FTSE 04-16

re
<
Az

Penny Engineering Design
Project Narrative for
Camel Street Townhomes SubdivisionNC Dept of Environmental Quality
Located in Clayton, NC
June 30, 2021 AUG 2 201
To Whom It May Concern: Raleigh Regional Office
Camel Street Townhomes is a proposed 62-unit townhouse subdivision. The proposed 8"
sewer lines serving the development will tie into an existing sewer main in the southern portion
of the property. Approximately 1,600 linear feet of new 8-inch sewer mains with 56 new services
will connect to the existing 10" main to serve the subdivision. Lots 1-6 will be served by the
existing sewer main in Camel Street.
The sewer system was designed in accordance with NCDEQ's Gravity Sewer Minimum
Design Criteria and the Town of Clayton's standards and specifications. Construction is
expected to begin in July 2021.
Please contact me if you require additional information. You can reach me via email at
Penn.,Engineer�L)aol.com or by telephone at [phone].
Submitted by
Penny Sekadlo, P.E.
Penny Engineering Design