WQ0040316_Application (FTSE)_20190415

State of North Carolina
D � ^- Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-I6 & SUPPORTING DOCUMENTATION
0�3� �w
�d
Application Number_ (to he completed by DWR)
All items must be completed or the a t lication will be returner)
I. APPLICANT INFORMATION:
I.
Applicant's name: Franklin County Public Utilities (company, municipality, HOA, utility, cic.)
2.
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3.
Signature authority's name: Chris Doherty_ per 15,E NC'AC 021' .0106�bj
Title: Public Utillies Director
4.
Applicant's mailing address: 1630 US Hn I
City: YounLsvillr State: NC Zip: 27596-
5.
Applicant's contact information:
ca
Phone number: [phone] Email Address: [e-mail]
c
H. PROJECT INFORMATION:
E
N
I.
Project name: Freeman Subdivision
o
un
2.
Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
W
a
If a modification, provide the existing permit number: WQ0040316 and issued date: 9/28/2018
0
If new construction but part of a master plan, provide the existing permit number: WQ00
3.
County where project is located: Franklin
U
U
4,
Approximate Coordinates (Decimal Degreesy Latitude- 36.050425 Longitude:-79.509868:
�
5,
Parcel ID (if applicable), 1843-58m7148&I843.57-2964
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher A. Lewis. PF License Number: 047421
Firm: FLM Engineering, Inc
Mailing address: PO Box 91727
City: Raleigh Stale: NC Zip.27675-
Phone number: [phone] Email Address: clewis H-Mmengincering.cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Franklin County WWTP Permit Number: NCO069311
Owner Name: Franklin County -Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (ifdifferent than WWTF):
I. Permit Number(s): WQ32034 / 39185 Downstream ( Receiving) Sewer Size: 8 inch
5%slum Widr{ollrc4ign 5 yy tcm •n 't N i s_f'arxnliw�b�: WQC5 T79
Owner Name(s): Franklin County Public Utilities
FORM: FTA 04-16 Page I of5

V1. GENERAL REQUIREMEN I'S
1. 1 f the Applicant is a Privately -Owned Public (Aility, has a Certificate of Public Convenience and Necessity been attached'?
[-]Yes ❑No ®NSA
?- If the Applicant is a Developer of lots to be sold, has a M�ANXr`b Orrcratiundl lt;rectrlcrrt [ QRkl. [A. I. t been attached?
[]Yes ❑No ®N A
3. ifthe Applicant is a I lumc.Prupert,.Owners Associat.iq% h - on DDcratronal i ORM- I O l) been attached?
❑ Yes ❑Nu ®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 Motcls
❑ School,` preschool I day care ❑ Medical f dental I veterinary facilities ElSwimming Pool.'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollPiher Backwash
❑ Businesses + offices 1 factories ❑ Nursing I lome ❑ Other ( Explain in Attachment)
S. Nature of wastewater. 100 % Domestic/Commercial % Commercial
% Industrial (Sw 15A NCAC 02'1 .01031n)
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 1 JA_ NCAC 02 V .011k!y! ® Yes ❑ No
P, If yes, provide a co of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02'1'.011Jfilt
Daily Design Flow "°
No. of Units
Flow
Single Family Homes
250 gal/day
50
12,500 GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
ga1/
GPD
Talal
12.500 GPD
a See I Ste, NCAC 021 .01.14(bk Id},LeJ1 l and (cX2 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-S 42A-a)-
b Per 15A NCAC 02T ,0114(c), design flow rates for establishments not identified (in table5,[y('�C U?7`^0! I tI shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12.500 GPD (per 1 r1 NCAC 02'1 .01 141
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

VI1. GRAVITY SEVER DESIGN CRITERIA or Applicable) - 02T.0305 44 NIDC(Gravity Sewers ;
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
2,890'
SDR35 PVC
B"
524'
CL350 DIP
N
Y Section 11 & III ofthe MDC for Permitting of Gravity Sewers contains information related to design criteria
r Section ]II contains information related to minimum slopes for gravity sewer(s)
Y 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 i lains):
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 (TDI O
5. Summarize the force main to be permitted ( for this Pump Station):
Size (inches) Length (feet) Material
b. Power reliability in accordance with 11 r;?&-Ac t321Tti;04tit%
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(13)_
i- 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):
r 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 ofall 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 04-1 G Page 3 of 5

I\. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC orr .0305(Q):
1. Does the project comply with all separations found in 1 A N AC' 02T,_{l3U21 & W, ❑ Yes ® No
15A NCAC 02T.03051 I) contains minimum senarations that shall be provided for sewer systemst
Setback Parameter'
Separation Rc uired
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 ordrinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands sec 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
'See Note
Y 15A NCAC02T.0305t}1 contains alternatives where separations in 03T.0 n f) cannot be achieved.
**Stream classifications can be identified using the Division's NNC Surfure Water Ciassiffcations Aebnm=
r If noncompliance with 02T'.0305i f) or cut_ sec Section X of this application
'Three storm sewer c osstngs are proposed that do not meet the requ red 24' separation DIP antl concrete cradles are proposed to Ihes,: locations
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
i See the Division's draft separation requirements for situations where separation cannot be meet
y No variance is required if the alternative design criteria specified is utilized in design and construction
i- As built documents should reference the location of areas cf ected
3. Does the project comply with setbacks found in the river basin rules per I5A NCAC (,)'R. ,020_0? ® Yes ❑ No ❑ N/A
This would include Trout Buffered Streams per 15A NCAC 213.{Ztg
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 4()(_& 13ufTer Permittine Branch
5. Does project comply with 15A NCAC'0? r.0 i0%;kt)) (additional permits/certifications)? ® Yes ❑ No
Per 1.5A WAC 02T_ 1051c 16Y, 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 !.SA 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 ❑ 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 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A VCAC 02 f, the \linimuin Uesien [ nteria fnr3hc Permittiny. of f uRIP ' tMQJIs
.uid Force Nlains tlatcxtycOnni, and the Cro0z% . C3�Kr ;iniRium Des+gn C riterin [latest wersiostt as applicable'
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application(VADC 10-14) and supporting documents for
review. Approval or the renuest is required prior to_submittai of the Fast Track Application and supporting -documents.
2. Professional Engineer's Certification:
1, —(f.!4E ISTOesee A. LF- attest that this application for
(professional Engineer's name from Application Item III -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 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 143-215.6B, 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. r1i1+++,+�
or
North Carolina Professional Engineer's seal, signature, and date: ��.• '•.
d
5 L
21 =
1"PHER P";.0'Lill
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, C�+Q1S`C(}�(r t�y_ ►L,u r 1 REC� QfL attest that this application for
(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 acondition
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 143-215.15A and 143-2!5.6B- 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 w 1i xc civil penalties up to $25,000 per violation.
_ Wte:. b Ct
FORM: FTA 04-16 Page 5 of 5

FLMENGINEERING
TRANSMITTAL
NC Dept of Environmental Quality
Date: April 11, 2019
To: Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Water Quality Section, Jason Robinson or Ted Cashion
Reference: Freeman Subdivision — Sewer Resubmittal
We are sending the following items.
APR 15 2019
Raleigh Regional Office
Co ies
Description
Date
2
Cover Letters
2019-04-11
1
Application Fee of $480.00
2019-04-11
2
Freeman Subdivision Fast Track Sewer Applications
2019-04-11
1
CD with Electronic Copy of Application and Supporting Documents
2019-04-11
These items are transmitted;
For Review & Comment As Requested E7 For Your Use :A For Approval
Jason or Ted_
Per our email correspondence, please find attached the resubmittal application for the Freeman
Subdivision. As requested, the application indicates a modification. Per our correspondence, the
flow tracking has not changed, and therefore has not been resubmitted.
Sincerely,
FLM Engineering, Inc.
Christopher A. Lewis, Principal
clewis c-D-fimenaineerina.com
�D 2019 FLM Engineering, Inc, Page 1 of 1 April 11, 2019
PO Box 91727, Raleigh, NC 27675 p 1919.423.8975

FLMENGINEERING
April 11, 2019
Jason Robinson & Ted Cashion
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Freeman Subdivision
Public 8" Gravity Sewer - Resubmittal
Mr. Robinson & Mr. Cashion:
NC Dept of Environmental Quality
APR 1 J; 2019
Raicigh Regional Office
This letter is to accompany the resubmittal package for the Freeman Subdivision public gravity
sewer application form FTA 04-16.
Per our previous submittal, Lawrence Homes, Inc. is proposing a 183-lot single family subdivision
comprising approximately 49.16 acres. The site is located northwest of Youngsville on NC HWY
96 on Franklin County Parcel ID Nos. 1843-58-7148 and 1843-57-2964. The project will be
constructed in four phases. This submittal package is for the first phase only which is comprised
of 50 lots.
NCDEQ had previously reviewed and approved the Phase 1 wastewater collection permit on
September 28, 2018 under permit number WQ0040316; however, due to hardships in obtaining
the necessary utility easements for the original sewer outfall design, a newly proposed outfall
alignment has been proposed
As before, since this project lies in Franklin County's jurisdiction, we have utilized the agreed upon
wastewater design flow rate of 250 gallons per day per lot. Thus, the total wastewater flow
generated by this project is expected to be 12.500 gallons per day (GPD).
This revised first phase sewer system consists of 19 proposed public 4' diameter manholes and
7 proposed public 5' diameter manholes, 2.890 feet of 8-inch SDR35 PVC and 524 feet of 8-inch
CL350 DIP_ As noted in the application, there are three locations in which the proposed sewer
does not meet the required 24" of separation from storm sewers. In those three locations concrete
cradles have been proposed at the crossing point and the proposed sewer materials are specified
as 8-inch CL350 DIP.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis, PE
Principal
919.802.7146
clewis@flmengineering_ cam
....2019 F1-M Engineering, Inc. Page 1 of 1 April 11, 2019
PO Box 91727, Raleigh, NC 27675 p 1919610 1051