WQ0044666_Application (FTSE)_20231016

State of North Carolina
W XV of Envii-ottmental 1 Department of Environmental Quality
Division of Water Resources
Division of Water Resources AUG 15 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Raleigh Regional
Application Number: �2t? p p ,to be completed b% D"A)
All items must be completed or the annlication will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Colbrick. LLC (company, municipality, FIOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State. -County ❑ Municipal
3. Signature authority's name: Gregory_ J._Sanchez per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 5425 Page Road, Ste. 100
City: Durham State: NC Zip: 27703-
5. Applicant's contact information:
Phone number: [phone] Email Address: __..
❑ Privately -Owned Public Utility
❑ Other
11. PROJECT INFORMATION:
1. Project name: SOS 1 & II Manufacturing
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: Lee
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.527522 Longitude:-79.1601 1 1
5. Parcel I (if applicable): 9654-26-8768-00 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: John F. Phillips, P.E. License Number: 10130
Firm: Diehl & Phillips, P.A.
Mailing address: 1500 Piney Plains Road, Ste. 200
City: C r State: NC Zip: 27518
Phone number: [phone] Email Address: ifphiilips a,bellsouth.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: NCO02 147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity J Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00047
Owner Name(s): City of Sanford
FORM: FTA 06-21 Page I 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 Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑ No ❑ 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) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/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: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ 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.0I14(f))
Daily Design Flow a'"
No. of Units
Flow
Manufacturing & office (no showers or food
preparation)
25 gal/day/employee
145
3625 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3625 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3625 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
6 1.351 PVC
.. 1
A- 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 requirements is not allowed and a violation of the MDC
Vlll. 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: SOS I & II Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.527522 Longitude:-79.1601 1 1
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0446 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): 30 gallons per minute (GPM) at 10_6 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
1 2 1 1,980 1 PVC (SDR 21)
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0IC. Lb. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(hH I ):
® Standby power source or ❑ Standby pump
r 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)(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 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS . (02B .0200 & 15A NCAC 02T .0305(f)):
I . Does the project comply with all separations alternatives found in 15A NCAC 02T .0305(f) & (.,, ? ® Yes ❑ No
15A NCAC 02 f.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
'Water mains (vertical - water over sewer preferred, including in benched trenches)
Separation Required
18 inches
18 inches
'-Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
IS 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 I I 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)
36 inches
If noncompliance with 02T.0305(f) or(gl. see Section X.I of this application
* 15A NCAC 02T.0305W, contains alternatives where separations in 02T.0305(fl 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 Classifications weblpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ NIA
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 dra_fl 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: ®No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage. --'authorization under a 404 Nationwide. -individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number -permitting status in the cover letter if coverage;'authorization is required.
6. Does project comply with I SA NCAC 02T.0 I 05(c)(6) (additional perm its:'certifications)? ® Yes [—]No
Per 15A NCAC 02T_0105Lc6J, 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 15A 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 I5A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-2 t Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable`?
❑ Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance;AIternative 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 reguirinz a variance approval may be subject to Ionizer
review times. For proiects 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:
1, , attest that this application for _
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item IL 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 de-,ign has been prepared in accordance with the applicable regulations,
Minimum Deign Criteria for Gravi Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Pernt'ttin
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, 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 NC&QWt&Lq1)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Gret=_oa J. Sanchez , attest that this application for SOS I_& 11 Manufacturing
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item H.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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. l 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. 1 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 143-215.6A 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.
Signature: Date: 5�
FORM: FTA 06-21 Page 5 of 5

DocuSign Envelope ID: OCD4E32B-5441-4E3B-ACDC-087E1C6C8DB3
DWR
OL
iii�
Division of Water Resources
Application Number: FT-357
Entity Requesting Allocation: City of Sanford
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: SOS - Colon @ Brickyard
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: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO024147
All flows are in MGD
c.
WWTP facility permitted flow:
12.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
2.0616
e.
WWTP facility's actual average flow:
3.4800
f.
Total flow for this specific request:
0.00363
g.
Total actual and obligated flows to the facility:
5.5453
h.
Percent of permitted flow used:
46%
II. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D) = (B+C)
(E)=(A-D)
Pump
Pump
Firm
Design
Approx.
Obligated,
Total Current
Available
Station
Station
Capacity'
Average
Current
Not Yet
Flow Plus
Capacity3
(Name or
Permit
Daily Flow'
Avg. Daily
Tributary
Obligated
Number)
Number
(Firm/nf)_
Flow,
Daily Flow,
Flow
MGD
MGD
MGD
MGD
MGD
MGD
Little Buffalo
#WQ0040285
6.3648
2.5459
1.3046
0.6678
1.9725
0.5734
zBig_Buffalo
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
x
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
x
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
x
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
1. The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now that
can be achieved with the largest pump taken out of service.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. 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)
Downstream Permit Number:
City of Sanford Collection System
WQCS00047
III. Certification Statement
Page 1 of 6 FTSE 10-18

DocuSign Envelope ID: OCD4E32B-5441-4E3B-ACDC-087E1C6C8DB3
I, Paul Weeks, Jr. PE, 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 11 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.
Docu Signed by:
BBC39E6667844B9...
Signing Official Signature
Utilities & Engineering Director
Title of Signing Official
08/01 /23
Date
Page 2 of 6 FTSE 10-18

ti
NC Dept of rnv�ronmental Quality
STATE OF NORTH CAROLINA
COUNTY OF
AUG 15 2023 Permit No.
DEVEI.OPER'S O�F'0;4*WE' EMENT
This AGREEMENT made pursuant to G_S. 143-215. t (d 1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION: and
COLBRICK, LLC
, a corporation.,general partnership reizistered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in LEE County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as SOS I & II MANUFACTURING (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215. l to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5, The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, COLBRICK INDUSTRIAL PARK, INC. (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDcclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
r-r%nx ♦. r\r'{ r n-r 1 n
rb--- Y „r`$

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said govemmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ics) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Richard E. Rogers, Jr.
Director, Division of Water Resources
(Date)
TriProperties, Inc.
Name of D O ER
B: _
(Signatu )
Gregory J. Sanchez, Manager
Print Name and Title
(Date)
FORM: DEV 03-19 Page 2 of 2

tv �rlX+!r{}1ki11k`.fltili Quality
DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS
1500 Piney Plains Rd., Suite 200
Cary, North Carolina 27518
Telephone [phone] ... Fax [phone]
Water Quality Section - NCDEQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
WILLIAM C. DIEHL, P.E.
Raleigi, i(A ggk)tial 0 W F. HILLIPS, P.E.
. ALAN F.
KEITH, P.E.
_.t.#;l Of Erfi4roinmenta.
August 1, 2023
.:JJ G - 4 20.
Re: Fast Track Application for Sewer System Extension
SOS Manufacturing I & II
Sanford, NC
Dear Reviewer:
Raleigh Regitnil Off.'
Please find enclosed one review check # 15740, in the amount of $480.00, and one
original and one copy of:
• Fast Track Application Form FTA 05-21
• Flow Tracking Acceptance Form FTSE 04-16
• USGS Map of Project area
• Street Map of Project area
• Developer's Operational Agreement Form DEV
The proposed sewer system extension consists of a private wastewater collection
system, a private duplex grinder pump station with standby power generator and
automatic transfer switch, and a private force main to serve two proposed
manufacturing buildings and one existing contractor's office building. The collected
wastewater will be 100% domestic in nature.
The collected wastewater will be pumped to an existing City of Sanford wastewater
manhole, and then conveyed through the City's collection system to the Big Buffalo
Wastewater Treatment Plant.
Please contact me if you have any questions regarding this application.
cc: Mr. Samuel R. Nye, PE
Yours very truly,
Diehl & Phillips, P.A.
� -I. r1j4- - W
John F. Phillips, P.E.

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DIEHL & PHILLIPS, P.A.
CONSUL I ING I.NGINI.1.R5 WILLIAM C. 1NI,I I1.. F.F.
1500 fine% Plaids Road. SUlle 200 .101 IN V. 11IILLIPS.
Cary. North Carolina 27518 ALAN R. KI;ITI1. 1'.1:.
Telephone [phone] — Fax [phone]
TRANSMITTAL
NC Dept ul' ►:1vlrortrnentai Quality
TO: Ms. Theresa Williams
Administrative Specialist AUG 15 2023
Water Resources
Water Quality Regional Operations Section (WQROS) Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive
Raleigh, NC 27609
FROM: John F. Phillips, P.E.
RE: SOS I & II Manufacturing
Sewer Extension Application
Lee County
DATE: August 15, 2023
No. Of Description I Remarks
1 Form FTA with original signature
1 Developers Operational Agreement
with Ori4inal Signature

Wild, Elaine
From:
John Phillips <[e-mail]>
Sent:
Monday, October 16, 2023 11:34 AM
To:
Wild, Elaine; [e-mail]
Cc:
[e-mail]; Sam Nye
Subject:
[External] RE: SOS I & II Manufacturing_Additional Information Request
Attachments:
FTSE SOS Revised.pdf, USGS Map- Revised. pdf, FTA Updated Page 2.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good Morning Elaine,
I offer the following information in response to your Additional Information Request:
1. An updated Page 2 of the FTA is attached, and Section V1.6 has been completed to indicate there is not an active
Flow Reduction Approval.
2. The developer's representative has confirmed the buildings to be served by this sewer system extension will not
include showers or food preparation facilities, and a notation to that effect has been added in the table in
Section VI.7 in the updated Page 2.
3. The City of Sanford has revised the Project Name on the FTSE, and the revised FTSE is attached.
4. The USGS map has been updated with the items listed in the Application Instructions, and the updated map is
attached.
Please advise if you require anything else to complete your review and approval of this application.
Thank you,
John Phillips, P.E.
Diehl & Phillips, P.A.
From: Wild, Elaine <[e-mail]>
Sent: Thursday, October 12, 2023 4:11 PM
To: [e-mail]; John Phillips <[e-mail]>
Cc: [e-mail]
Subject: SOS I & II Manufacturing_Additional Information Request
Hello Gregory and John,
After reviewing the Fast Track Sewer System Extension Application (FTA) for SOS I & II Manufacturing, additional
information is required in order to further process the application. Please provide the following information by
November 11, 2023, and note that the requested information must be submitted within 30 days of this request, or the
applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T .0107.
1. Section V1.6. of the FTA was not completed. Please resubmit an updated Page 2 of the FTA indicating whether or
not there is an active Flow Reduction Approval.

2. Section V1.7. of the FTA states that the wastewater generated by the project is for manufacturing and office
spaces. Please verify that the manufacturing buildings will not include showers or food preparation. [15A NCAC
02T .0114]
3. The project name listed on the Flow Tracking for Sewer Extensions (FTSE) Form does not match the project
name listed on Page 1 of the FTA or the narrative. Please submit a new FTSE with the correct project name or a
statement from the receiving WWTF indicating that the project named on the FTSE, "SOS — Colon @ Brickyard,"
is for "SOS I & II Manufacturing".
4. The topographical map submitted was not sufficient. According to Section F of the Application Instructions, an
8.5-inch x 11-inch color copy of a USGS Topographic need to clearly identify the project area, including the
closest surface waters, general location of the gravity sewer, pumpstations, and force mains, and the
downstream connection points for the receiving sewer. Please provide the required maps according to the
application requirements.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the
application or accompanying supporting information may be modified to make it complete. The staff shall advise
the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as incomplete.
Any resubmittal of a returned application shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 has
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section
12.14(a)J.
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
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