WQ0041696_Application (FTSE)_20200511

r1 ( State of North Caroline
Department of Environmental Quality
W Division of Water Resources
-` --�- ` s 1SA NCAC 02T -0300 — FAST TRACK SEER SYSTEM EXTENSION APPLICATION
9DIVISlon of hiller Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. L✓ (to be enmotted by MR)
All Itsms must b"ompleted Or the a u e r red
I. APPLICANT INFORMATION:
1. Applicanes name: cill Qf Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation 0 General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Weeks, E per I M NCAC 02T. I d
Tide: it E ittctr M
4. Applicant's mailing address: 725 E. Wca&rsyooa Sueet o
IF
City: Unford State: iC Zip:t
3T.�Q _
5. Applicant's contact information.. a
o �
Phone number. ice) 2U-$Q1R Email Address: Pa 1.W e f net El
o
13. PROJECT INFORMATION: ,
I. Project came: T wa
c>
2. Application/11mject status: ® Proposed (New Permit) Q 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: Lee
4. Approximate Coordinates (Decimal Degrees): Latitude; 35.4388 Longitude:-7L2IM3
S. Parcel ID (if applicable): 2011I 29 M
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer. ! fflfFFoster, P£ License Number. 028291
Firm: CEQMVpbr
Mailing address; 301 010GEWd Read, u' 220
City: $atralr State: K Zip: 27603
Phone number. a 9} W7_M Email Address: Ieff(4cerinauninc.enm
IV. WASTEWATER TREATMENT FACII,ITY (WWTF) INFORMATION:
I. Facility Name: City gf SggfoW Permit Number NCO024147
Owner Name: gjty of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if differeat than WWTF):
1. Permit Number(s): WQ— Downstream (Receiving) Sewer Size: $ inch
SYSM Wt it 'u if gpRl cable): WQCs
OwnerName(s): City of Sanford
FORM. FTA 04-16
Pagel of 5

VL GENERAL REQUIItEMFNTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attacbed?
❑ Yes ONO ®N A
2. If the Applicant is a Developer of lots to be sold, has a 12evelooer's Oaerst' a[ Aareemrnt fFOtZM L1EV) bean attached?
❑ Yes [:]No ON A
3. If the Applicant is a erati a been. attached?
0 Yes ONO [DNA
4. Origin of wastewater. (check all that apply):
❑ Residential Owned 0 Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ® Retail with food prepamdou/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: Domestic Commercial W Commercial
% Industrial(See 1 AC OI qA=
--0,Is there a Pretreatment Program in of%ct7 ❑Yes ®No
6. Has a flow reduction been approved under I-5A N&AC 2 14 ? ❑ Yes ® No
D lfves, provide 01,921 gw r uc.gon aoprgval setter
7. Summarize wastewater generated by project;
Estabilshment Type (see 02T.Q 114
Retail Business
Restaurant Full Service
Daily Design Flow °-b No, of Uttlts Flow
100 gal/1000 sf 1 11.8 1 1200 GPD
40 gal/seat
gal/
gall
gall
gal/
24
Total
960 GPD
GPD
GPD
GPD
GPD
2160 GPD
a See 1 A i l4 a e%J,)" for caveats to wastewater design flow rates (i.e., minimum flow r
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential prop" located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42 .
b Per 15A NCAC 02T .Ol 14(c), design flow rates for establishments not identified (in table 15.A NCA_Cshall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 2,M GPD (per I LA KAQ OZT .0114)
>a 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 Perrait Number.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain);
FORM; FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (Ii Applicable) - 02T.0305 & NEDC (!Qtavirvwen :
L Summarize gravitysewer to be permitted:
Size (inches) Length (feet) Material
8 270 SDR 21 PVC
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement Is not allowed and a vfalation or the MDC
VE9. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .03U5 & om tati ore airy :
CONTLUTE FOR EACH PUM STATION INCL IN THUS PRO,UECT
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 points) of the pump(s): gallons per minute at feet total dynamic head [UD10
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 A305fh?f 11:
El Standby power source orpuwith automatic wautomatic activation and telemetry - ISA NCAC 02T .0305(h)(1)(H):
D 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 now 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 contacted 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 scbedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FfA 04-16 Page 3 of 5

DL SETBACKS & SEPARATIONS — (o2B .0200 & 15A NCAC 02T .0305(Q):
1. Does the project comply with AU separations found in 15A NCAQ 02T .0305 f1 & fat
r contains alternatives where separations in 02T.0305( f) cannot be achieved.
D •'Stream classifications can be identified using the Division's NC S Foo-Water Classifications w
> If noncompliance with (12LMO(() Or W see Section X of this application
® Yes 0 No
2. Roes the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes
> Seethe Division's draft aeparation requirements for situations where separation cannot be meet Cl N0 ®N A
D No variance is required if the alternative design criteria specified is utilized io 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 15 0213.02097 ❑ Yes [:)No Z M A
> 'This would include Trout Buffered Streams per I SA NCAC 2l3 202
4. Does the project require coverage authonzation under it 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
> Information cube obtained from the AM & Buffer Permittingpranch
5. Does project comply with 15A ZAC 02 LQJQ2_cM(additional permitvicertificstions)? ® Yes ❑ No
Per 15A NCAC 02111=0502)(61,directly related environmental permits or certification applications are baing 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 plaits, etc.).
6• Does this project include any sewer collection lines that are deemed "high -priority?"
Per ISA NCAC 02T.0402 "high -priority sewer" means "any eerial 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 ®NA
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location),
iiilgh priority Imes shall be Inspected by the permlttee or Its repremtadve at least once every WI -months and Inspections
documented per 15A NCAC 02T.0403(a)(5) or the permltee's Individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

X CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T. the MinitnUrn Dastgn.Criteria for the P
and F i t v i and the GnIvity w i C it t vgr3ionI as applicable?
to yes ❑ No
If No, complete and submit the Variance/Alterastive Design Request application (VADC 10-14) and supporting documents for
review. Approval of theUrmuest Is rtgulred. 2ELor to sambatMal orthl Fast Tree...—
2. Professional Engineer's Certification:
Engineer's name from
1.)
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 beat
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, ar 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 $25,000 per violation.
North Carolina Profenlonal Engineer's seal, signature, and date: ,.•''t`-i►'+ GARO ��'�.,
REAL
091 x
• tt
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, J \1 L �`� attest that this application for
(Signature Authority's Ka—d: title Emm An licatinn rem _I
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 arc not completed and that if all required supporting documentation and attachments arc not included, this
Application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge aystem 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 arc 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 — Lo accordance with General Statutes 4 - I A and 143-215.0 any person who knowingly makes any false
statement, representation, or certification is any application package shall be guilty of a Class 2 misdemeanor, which may
include a fire not to exceed S 10,000 as wal et ' alties up to 525,000 per violation.
FORM: FTA 04-16
Page 5 of 5

PROJECT NARRATIVE
The proposed Tramway Commercial is located on a+/-1.73 acre portion of an overall +/-
4.98 acre tract within the within the City limits of Sanford. It is located near the northeast
corner of the intersection of Jefferson Davis Highway (US Hwy. 1/15/501) and Tramway
Road (NC Hwy 78) behind the existing Hardees and The Scrubbin' Board III. The
proposed development will consist of approximately 12,000 square feet of retail
commercial business with an overall flow rate of 2,160 gpd. The project will be
constructed within a single phase and will be served via gravity flow. The remaining +/-
3.25 acres will be developed as a retail use, but the parcel will remain vacant for the present.
Below is the calculation of the flow allocation required:
Retail Business @ I00 gal / 1000 sf = 1,200 gpd
Restaurant Full Service & 40 gal /_seat = 960 gpd
Permitted Flow = 2,160 gpd
There is an existing 8-inch sanitary sewer main located in the east side shoulder of Jefferson
Davis Highway. This will be the proposed connection location.
Dept of Enviconmertal Quality
�C SJ P
g�leigh Regional Office

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dlvtsion of Waier Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Sanford _
Project Name for which flow is being requested: Tramway Commercial
More than one FTSE may be required for a single projer! T ehe owner of the WTfTp is not responsible for all pump
stations along the route of the proposed wastewater flow.
z
1. Complete this section only if you are the owner of the wastewater treatment plant. v
a. WWTP Facility Name: City of Sanford Big Buffalo WWTF
b. WWTP Facility Permit #: NCO024147
All flows are in MGDg
c. WWTP facility's permitted flow 12.00000 0
d. Estimated obligated flow not yet tributary to the WWTP 0.9450
e. WWTP facility's actual avg. flow 5.7330 _ p
f. Total flow for this specific request .002160
g. Total actual and obligated flows to the facility 6.6780 ca
h. Percent of permitted flow used 55.65%
I1. 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)
($)
(C)
(D)a(B+C) (E)-(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow*
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, (Firm p0,
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
flow, MGD
MGD
Flow Capacity'•
* The Firm Capacity (design slow) 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
(pl) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): CLtX of Sanford
Downstream Permit Number: 23960
Page 1 of 6
1~TfiF 10-1 R

III. Certification Statement:
I Paul M. Weeks Jr. 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
to k.
Signing Official Signature Date
Title of fining OjjkZ
Page 2 of 6
FTC F 1 fl_ ] R

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CE GROUP
301 GLENWO00 AVE SUITE 720
RALEIGH NC 27603
PHONE. [phone]
mvW cegmuoriccam
TRAMWA Y COMMERCIAL
LEE COUNTY, NC
USGS OVERLAY EXHIBIT
MA Y 8, 2020
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NORTH
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SCALE: 1" = 2,000'

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v -W--" VICINITYMAP
CE GROUP MAY 8, 2020 NORTH
30f GLENMOU AVE SUITE 220
RALEIGH NC 27603
PHONE [phone],000 1,000' 0 2.000'
w.v-.vcegmupr nc tom
SCALE: 1 2,000'

TO: NCDEQ -- DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting — Fast Track Sewer
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mall: eff ce rou lnc.com
Transmittal
DATE. May 5, 2020
PROJECT No• 200-123
Tramway Commercial
Sanford, NC
REMARKS Please let us know if you require any additional information.
CC: CE Group, Inc
Signed
WSULW11T ICES SINE 99