WQ0044360_Application (FTSE)_20230802

April 25, 2023
Mrs. Vanessa Manuel
Assistant Regional Supervisor
NC Department of Environmental Quality
Division of Water Resources
3800 Barrett Drive
Raleigh, North Carolina 27609
rRED
gLINCEN011111111
NC Dept of Environmental Q«ality
MAY 3 - 2023
Raleigh Regional office
Re: CCL Label Facility, Fast -Track Sewer System Extension Application
Dear Vanessa,
I hope this letter finds you well. Enclosed is the Fast -Track Sewer System Extension
Application for the CCL Label Facility, located at 7924 Purfoy Road, Fuquay-Varina, North
Carolina. Please find enclosed two copies of the application and all supporting documents. The
purpose of the sanitary sewer extension is to serve a new 32 acre parcel divided into two 16
acre parcels. The northern 16 acre parcel will be developed for a label manufacturing facility.
The remaining 16 acre parcel will remain undeveloped at this time. According to the 0.02T
rules, 125 employeestshift x 25 gpd = 3,125 gpd was utilized to calculate the Average Daily
Flow (ADF) for this facility. The Town of Fuquay-Varina owns/operates the downstream sewer
collection system (WQCS00109). Per the enclosed Flow -Acceptance and Tracking document,
the Town of Fuquay-Varina has adequate sewer capacity to support the project, has approved
the project and accepted the flow. The proposed sanitary sewer extension will be comprised of
approximately 490 If of new 8" sanitary sewer with 2 new manholes. The gravity sewer
extension will connect to the existing gravity sanitary sewer located to the south of the parcels
with a new doghouse manhole. Ultimately, the Town of Fuquay-Varina will own, operate and
maintain the sanitary sewer extension as part of their overall collection system. The proposed
sewer extension will be located within a new 20' Sanitary Sewer Easement. Thank you for your
assistance with this FTA Sewer Extension Permit Application. If you have any questions, or
need any further information, please feel free to contact me directly at [phone] or email
me at gary mccabeO-rlenc.com.
Regards,
&GaryP.E.
Red Line Engineering, P.C.
123 Raleigh Street ■ Fuquay-Varina, NC 27526 0 Office: [phone] ■ www.rienc.com

State of .North Carolina
NC nWR Dept of Invtronmental Quality Department of Environmental Quality
Division of Water Resources
MAY 3 EA,,�RAC SEWER SVSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Dlvlsian of Water Resources CCl�1G
sleigh Regions Ic
Application Nuinber:�>i� 1 b4 40anpleted by MN-R)
All items mast be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Town ofFuquay-Varina (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: Michael Wagner per 15A NCAC 02T .01064b}
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuquay-Varina State: NC Zip: 27526 -
5. Applicant's contact information:
Phone number: ( 919 ) 567 - 3911 Email. Address: mwa);ner((efuc)uay-varina.or):
11. PROJECT INFORMATION:
1. Project name: CCL Label Facility
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.58229 Longitude:-78.77307
5. Parcel ID (if applicable): 0666-66-8874 (or, Parcel iD to closest downstream sewer)
III. CONSULTANT INFORMATION:
i . Professional Engineer: Gary J. McCabe, PE License Number: 032614
Firm: Red Line Enaineerina, PC
Mailing address: 123 Raleigh Street
City: Fuquay-Varina State: North Carolina Zip: 27526 -
Phone number: [phone] Email Address: gary.mccabc(cLrlcnc.com
IV. WASTEWATER TREATMENT FACILITY (W%N'TF) INFORMATION:
1. Facility Name: N Harnett County Regional WWTF Permit Number: NC0021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQOO193 oo c s (gyp l53 47 4"-(t+11'1123
2. Downstream (Receiving) Sewer information: 8 inch ® Gravity J Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSOO193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21 Page l of

VI. GENERAL REQUIRE iIENTS
l . if the Apphcant is a Privately -Owned Publ4c Utility, has a Certificate of Public Conaenience and Necessity been attached:'
El Yes ❑No ®NA
2. if the Applicant is a Developer of lots to be sold, has a Deyelovcr's Operational AlLrecmew JFORM: DFV} been attached"
❑Yes ❑No ®NA
3. If the Applicant is a Home/Property Owners' Association, has an HO;\ POA Operational Agreement 4FOR141: [IOAM and
supplementary documentation as required by I5A NCAC 02T_0I 15(c) been attached"
[:]Ye,; [:]No ®NA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation service ❑ Hote, 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 Horne ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100',o Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(201)
If industrial, is there a Pretreatment Program in effect" ❑ Yes® No
6. Has a flow reduction been approved under 15A NCAC 02T _01 14(t)' ❑ Yes ® No
r If yes, 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 4,1'
No. of Units
Flow -
Business - Factories Excluding industrial
Waste
25 gal?Employccs.shift
125
3,125 GPD
gal+
GPD
gal.'
GPD
gall
GPD
gal.'
GPD
gal.
GPD
Toted
3,125 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)f 1) and (012) 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T_01_14] shall be
determined using available Flow data, water using fixtures, occupancy or operation patterns, and other measured data.
R. Wastewater generated by project: 3,125 GPD (per l5.A_N('A� 02T .01 14)
1� 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 timeti•ame 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. GRAN'ITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (GrmitN Severs);
1. Summarize gra-,ity sewer to be permitted:
Size (inches) Length (feet) Material
R 490 PVC
Section II & III of the MDC for- Permitting of Gravity Sewers contains information related to design criteria
i Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing limes 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 THTS PROJECT
. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total 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):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identity the method of solids reduction per
MDCPSFM Section 2,01 C. I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5A NCAC 02T .0305(h).[J:
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13).
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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

IV SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(0):
I. Does the project comply Nvith all separations/alternatives found in I SA NCAC 021 .0305 I & ? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided lbr sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred. 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V). B. SA, ORW. IIQW. or S13 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 «.ith these waters or classified as WI..
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
[I'noncompliance with 02f.0305(f) or ( L see Section X.1 ofthis application
* 15A NCAC 021.0305(e) contains alternatives where separations in 02T.0305(t) cannot be achieved. Please check "yes'
above if these alternatives are used and provide narrative int'armation to explain.
**Stream classifications can be identified using the Division's NC Surtace lkater Classifications webpauc
2. Does this project comply %%ith the minimum separation requirements for water mains? ® Yes ❑ No ❑ MA
If no, please refer to 15A NCAC 18C.0906(t) for documentation requirements and submit a separate document,
signed. sealed b) an NC licensed PL. verifying the criteria outlined in that Rule.
3. Does the project comply v+ith separation requirements for wetlands? ® Yes ❑ No ❑ WA
Please provide supplementary information identifying the areas of non-conformance.
7 Seethe Division's drab, separution requirements for situations %Nhere 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: Cape Fear ❑ No
f yes. does the project comply w ith setbacks found in the river basin rules per 15A NCAC 0213 .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?
7 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.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance ofthis 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 021.0402. "high -priority sewer" means any aerial sever. sever 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 interferencelconflict boxes require a variance approval.
If yes. include an attachment %%ith details for each line, including type (aerial line. sire, 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 permittee's individual System -Wide Collection permit.
FORM: P"1 A 06-21 Page 4 of 5

X. CERTiFICATIONS:
1. Does the submiued system comply with 15A NC_1C 02T, the; Minimum Design Criteria for the Permitting ol` Punlr Station,
and Force Mains (latest %ersionland 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 Alternative Design Request application
(VADC 10-14) and Supporting documents for review to the Central Office. Approval of the re nest will be issued
concurrently with the approval of the permit, and protects requiring a variance approval may be subject to longer
review times. For ro'ects requiring t►vo 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, Ga J. McCabe PE attest that this application for _{ _CL_Label Facili
(Professional I:ngineer'. name from Application Item IILi,) (Projeci Name Imiti Appltcauon Item II.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 design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Grm-ity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track PermittjW
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 tine 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 NC&C: 56.07 }
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T ,0106(b):
04/26/2023
I, Michael Wagner , attest that this application for CCL Label Facility
(Signature Authority Nano from Application hem 13_) : Projeu Natnc (rain Appl icarKm Icahn iC I I
attest that this application 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, atiftr 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 143-215.6A 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.
Signature: /,/J/. ff/'( Date: 05/01 /2023
FORM: FTA 06-2 l Page 5 of 5

a2LVD t31 AvL-
PCVJ >ep — (P e�)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: CCL Label Facility
More Bran one FTSE may he 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett County Regional WWTP
b. WWTP Facility Permit #: NC 0021636
All flows are in MGD
c. WWTP facility's permitted flow 2.600
d. Estimated obligated flow not yet tributary to the WWTP 0.458
e. WWTP facility's actual avg. flow 1.493
f. Total flow for this specific request 0.003
g. Total actual and obligated flows to the facility 1.951
h. Percent of permitted flow used 75,08%
H. 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
Pump
Pump
Average
Approx
Station
Station
Firm Daily Flow"
Current
(Name or
Permit
Capacity, * (Firm; pn,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity`"
* The Firm Capacity (design flow) 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, 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): ToFV to Kenneth Creek?'NciIsCreek
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Michael Wagner 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.
Signing Official ,lignalurZ Date
Public Utilities Director
Title of Signing Official
(, Lr� srfLu�-T lo►� S � 3 - 6 1�� sc�arz-7 �D J
7! 26 �23
Page 2 of 6
FTSE 1d-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
at It sourt a Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: CCL Label Facility- (TOFV )
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Re..ional WWTP
b. WWTP Facility Permit #: NCO021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
A11 flows are in MGDT
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 3.073 MGD
FV Obligated Flow NYT 0.458 MGD
Lillington Obligated Flow NYT 0.343 MGD
HC Obligated Flow NYT 1.395 MGD
Angier Obligated Flow NYT 0.877 MGD
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
5.266 MGD
1.493 MGD
0.597 MGD
2.568 MGD
0.608 MGD
0.001 MGD (TOFU)
8.340 MGD
1.952 MGD 3
0.940 MGD
3.963 MGD
1.485 MGD
111.20%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 3
FTSE 06-13
COV4
XAV
�31�ti
o• 003
t .,161

11. 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)
(C)
(D)-(B+C) (E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Firm / pt),
Daily Flow,
Daily FIow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
SLS-120 14.4 5.76 3.114 3.104 6.218 -0.458
* 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): North HarnettRegional WWTP
Downstream Permit Number: NCO021636
Ill. Certification Statement:
I 5 I t "a -d 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 wastewat ' flow.
Signing Official Signature Date
Page 2 of 3
FTSE 06-13

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number): SLS-120
Given that:
• The proportion and amount of Obli ated, Not Yet Tribut ir, Daily Flow (C) accounts for
53.89 % and 3.104 MGD of the Available Capacit` (E) in Pump Station
SLS-120 ; and that
• The rate of activation of this obligated, not et tribu ca aci is currently al)t�roximatel+
0.3 MGD per \ ear; and that
• A funded Caoital Pro ect that will provide the re:juired planned caltacit%, namely
TBD is in desicn or under construction with _
Tanned com--letion in TBD or
• The followin. a. dies:
HRW is currentl-. reconcilini:. actual and not- et-tribu::iry flows to
accuratel assess available capacity. The reconciliation is expected to be com leted in
June 2023. Given the size of the vum[, station, the
-ercenta -e of not- '%% et-tribut.� ') , and the rate of activation, this will be the first ste to
determine if ; -otential CIP ;-ro'ect is needed and timeline for am capacit. increase.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
,1111 r-'& ,1
Si... ?in- - D.' �icial Si.. nature / Date
Page 3 of 3
FTSE 06-13

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