WQ0045015_Application (FTSE)_20231211

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: Vgfflbt1/Li5A15 (to becompletedbyDWR)
All items must be completed or the notification will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Aberdeen (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: Joe Wood per 15A NCAC 02T .0106(b)
Title: Public Works Director fAt±/;LlVtU
4. Applicant's mailing address: PO Box 785. DEQ�IDWR
City: Aberdeen State: NC Zip: 28315- DEC I I 0q003
5. Applicant's contact information: )1.62—rm
Phone number: 910 994-7012 Email Address: iwood@townofaberdeen net WQROS
'=AYErrmlo I rormnNAI (}MrF
II. PROJECT INFORMATION:
1. Project name: Utility Improvements to serve Montrose
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 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: W000_
3. County where project is located: Moore
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.13972' Longitude:-79.40611 °
5. Parcel ID (if applicable): 00049504 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David T. Upchurch, PE
Firm: D & L En ing eerieg PLLC
Mailing address: 150 S. Page Street
City: Southern Pines
Phone number: (9.LO) 684-8646
State: NC Zip: 28387-.
License Number: 9570
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Moore County Water pollution Control Plant Permit Number: NCO037508
Owner Name: Moore County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ_
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Moore County
FORM: FTA 10-23 Paget 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(201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(t)? ❑ 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.0114(f))
Daily Design Flow a s
No. of Units
Flow
Single Family Residence
225 gal/day
73
16,425 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
16,425 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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: 16425 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. ' Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3781
PVC
➢ Section II & Ill 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. 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 (fmn 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 identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
f. ' Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (2)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be Drovided for 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
2Water 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-I waters of Class I or
Class II 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 (g). see Section X.1 of this application
• 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ 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 draft 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 2B 0202
5. Does the project require coveragelauthorization 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 15A 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 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 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1 � Odes 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?
to Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I• OdJ i O 'ram �+u r a k A E. attest that this application for
(Professional Engineer's name from AmAcation Item III.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, 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 submittalpackage, inclusion ofthese 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, .--RUC. wuack TtiVAie_.WO(1-4 1Jtt'eC'tOC attest that this application for
(Signature Authority's name & title from Aoolication Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned t o
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 civilpenalties up to $25,000 per violation.
FORM: FTA04-16 Page 5 of 5

State of North Carolina
`'' Department of Environmental Quality
c
tt Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Moore county Dept. of Public Works
Project Name for which flow is being requested: Montrose
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: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC0037508
AlI lows are in MGD
c. WWTP facility's permitted flow 10.0000 KI f -tIVtU
d. Estimated obligated flow not yet tributary to the WWTP 1.07017 nr`�'�DW
e. WWTP facility's actual avg. flow 4.95800 R
f. Total flow for this specific request 0.02220 flFf t 1
g. Total actual and obligated flows to the facility 6.05037
h. Percent of permitted flow used 60.5037
1- III. Complete this section for each pump station you are responsible for along the routelof thiisr't�NAI OFFICE
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 / pO,
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
—*—The Firm Capacity of any pump station is defined as the maximum pumped now 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 (pi) 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): Moore Co. Water Pollution Control Plant
Downstream Permit Number: WQC00034
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Randy Gould, 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.
Title —of Signing Of
/�/o6�l z3
Page? of'6
FISF 10-IS

State of North Carolina.
Department of Environmental Quality
5 Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Aberdeen Public Works
Project Name for which flow is being requested: Montrose
More than one FTSE may be required fora single project ifthe 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: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC0037508
All flows are in MGKULtl Vt;U
c. WWTP facility's permitted flow 10.000 n�h�dWR
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow DEC t 1
f. Total flow for this specific request 0.016425
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used FAYET1x1°Vffl " � ^ r�i NAL
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(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 / pf),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MOD MOD
MGD
MGD
Flow Capacity***
* 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 Flowis the firm capacity of the pump station divided by a peaking
factor (pt) 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): Moore Co. Water Pollution Control Plant
Downstream Permit Number: unknown
III. Certification Statement:
Page I of 6
I�'1CI9IIZlSCi

I _)n2 Wo"a certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16

ELMS
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Project Cover Letter
Utility Improvements to serve Montrose
The new 8" gravity sewer mains to serve the Montrose will connect to the existing sewer line located
within an existing sewer easement to the East of the proposed project area. The new 8" gravity sewer
will extend 3,656 If into the proposed development and serve 74 homes. The sewer will include 29 new
4' dia. Manholes. This Sewer Improvements Project will serve 74 single family homes @ 225 gpd/home
for a total proposed flow 16,650 gpd.
Downstream Sewer Evaluation
The County of Moore has their own Hydraulic Model of their sewer system and does their own Sewer
Evaluation prior to issuing the Flow Acceptance Letter and they had adequate capacity in the existing
sewer mains and at the WWTP to handle the additional flow.
KtutivtU
DEQ/f WR
DEC 1 1
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Downstream Sewer Evaluation
Montrose
Town of Aberdeen, NC
8" Diameter PVC Pipe at 0.40% grade
74 Single Family Townhomes at 225/GPD = 16,650 GPD
16,650 gpd times 2.5 Peak Factor = 41,625 GPD
MODEL:
Input Parameters
Data
Manning n for material
0.012
Slope (fUft)
0.004
Pipe diameter (in)
8
Slope min. (8"-18" pipe)
0.004
Slope min. (21"-36" pipe)
FALSE
Output
Pipe Diameter (ft)
0.667
X-sex area (1/2-full)
0.174
Hydraulic Radius
0.167
Hydraulic Radius A 2/3
0.303
Slope A 1/2
0.063
Velocity (ft/s)
2,378
Flow (cfs)
0.415
Flow (gps)
3.104
Flow (gpd) 1/2 Pipe
268.163
Flow (gpd) 314 Pipe
402.244
Flow (gpd) Full Pipe
536,325
Existing Gravity Sewer has sufficent capacity to handle current and future flow.
Existing Gravity Sewer has 16,250 gpd existing flow.
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DEC 1 1
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State of North Carolina
DWR
Division of Water Resources
Entity Requesting Allocation:
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Aberdeen
Project Name for which flow is being requested:
Montrose
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: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC 0037508
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
10.0000
1.07017
4.92200
0.01643
6.00860
60.0860
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / p fl,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(k3+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
X 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): Moore County Public Utilities
Downstream Permit Number: WQCS00034
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Gould, 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 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 capac�to transport and treat the proposed new wastewater.
re
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18