WQ0045466_Application (FTSE)_20240426

Burd, Tina J
From: Burd, Tina J
Sent: Friday, May 31, 2024 11:11 AM
To: [e-mail]; '[e-mail]'
Cc: Cocanower, Jordan M; Tharrington, Tom
Subject: WQ0045466 - Sidbury Station - Phase 3 Sewer Extension
The Wilmington Regional Office of the Division of Water Resources,Water Quality Operations Section received the Fast
Track Sewer System Extension Application (FTA)and $600.00 fee for the subject project on April 26, 2024. The project
has been assigned to Jordan Cocanower, cc`d. Please note that the FTA has been revised and requests the applicant to
identify if this project is ARPA funded. If you omitted this information from the FTA, please contact Bryan Lievre,email
below, so that we can update our records. Otherwise,you will be contacted by the applicable staff member if additional
information is needed.
i
i
Staff Reviewer Counties Served Contact Information
Tyler Benson Brunswick, Columbus, Duplin & Pender tyler.bensonL@deq, nc,gov I
Jordan Cocanower Carteret, New Hanover&Onslow iord an.coca nower de .nc. ov
Bryan Lievre All -ARPA Projects Only IEan_lieure@Aq%nc.goy
Tom Tharrington All—Coordinator, Please Copy on All Emails [e-mail]
1. Please provide a copy of the entire application in digital format to your assigned reviewer indicated above. The
application and drawings should be provided as separate files.
2. Please indicate in the subject line of the email the permit number(if available), name of the project, and county
where the project is located.
Please be advised that the construction of the proposed activities may not commence until the sewer permit is issued.
Best Regards,
Tina Burd
Administrative Associate 11
Wilmington Regional Office
Division of Environmental Assistance &Customer Service
Phone [phone]
New email: [e-mail]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
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1

v MCKIM&CREED ENGINEERS
v
S U R V E Y O R S
P L A N N E R 5
April 26, 2024 a'�c � )035(40)
Tyler Benson A
127 Cardinal Drive Extensi
Wilmington, NC 28405
RE: Sidbury Station-Pha Z 7 �
Sewer Extension Permit E
Dear Mr.Benson,
On behalf of Cape Fear 1 CPti�,' StiS1 bmit this
permit application for the iL c. ,..___ _ / allation of
approximately 10,833 LF of 8" C-900 gravity sewer to se, _ Station—
Phase 3, a new residential development in New Hanover County. Please find
enclosed the following documentation:
• Two (2) copies of application form
• Two(2) copies of FTSE form
• Two(2) copies of 8.5 x 11 USGS Topographic Map
• Two(2) copies of =8.5 x 11 street map
• $600 check(permit fee)
Thank you for your assistance on this project.
Sincerely, j
McKim & Creed, Inc. RECENED/NCLIF IHIOWR
APR 2 6 t,
Water Ouality 5 -,.lnd
243 North Front Street Operations-S
Wilmington Flee "icv
Wilmington, NC 28401
Rick Moore, PE
9 10.3 4 3.10 4 8 Cc:Jeff Theberge, PE, CFPUA
Fax [phone]
www mckimcreed corn

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21&SUPPORTING DOCUMENTATION
Application Number: WQ Q0 15' (4(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ❑State/County ❑Municipal ®Other Authority
3. Signature authority's name:Jeff Theberpe,PE per 15A NCAC 02T.0106(b)
Title:Engineering nag Manager
4. Applicant's mailing address:235 Government Center Drive
City:Wilmington State:NC Zip:28403-
5. Applicant's contact information:
Phone number: 9( 140)332-6673 Email Address:[e-mail]
II. PROJECT INFORMATION:
I. Project name:Sidbury Station—Phase 3 .Se,430-r 654e"s(c)v1
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:WQ0042271
3. County where project is located:New Hanover
4. Approximate Coordinates(Decimal Degrees):Latitude: 34.3288' Longitude: -77.8393'
5. Parcel ID(if applicable): R01900-002-004-000,R01900-002-009-000(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
RECEIVED/NCDENR/DWR
1. Professional Engineer:Richard A. Moore PE License Number:025503
Firm:McKim&Creed,Inc. APR 2 6 2-024
Mailing address:243 North Front St.
Water OualitY Regional
City:Wilmington State:NC Zip:28401- Operations section
Wilmington Regional Ottice
Phone number:Q.LQ)343-1048 Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:James A.Loughlin(Northside)WWTP Permit Number: NC 0023965
Owner Name:Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0042271
2. Downstream(Receiving)Sewer Information: 8 inch 0 Gravity 0 Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00012
Owner Name(s):Cape Fear Public Utility Authority
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(FORUM:DEV)been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOAi 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(f)? ®Yes ❑No
➢ If yes,provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow',b No.of Units Flow
Residential Units 225 gpd/unit(75 GPD/bedroom) 278 62,550 GPD
gat/ GPD
gal/ GPD
gal/ GPD
gat/ GPD
Total 62,550 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.0114]shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:62,550 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 tinteframe 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):
RECEIVED/NCDENR/DWR
APR 2 6 ;
Water ouality Regional
operations Section
Wilmington Regional pKlce
FORM: FI'A 06-21 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" 10,833 C-900
D 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
VUI. 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:
2. Approximate Coordinates(Decimal Degrees):Latitude: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: million 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): RECEIVED/NCDENR/DWR
Size(inches) Length(feet) Material APR 2 6 2024
Water Quality Regional
Operations section
Wilmington Regional office
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.Lb.❑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 06-21 Page 3 of 5

f
IX. SETBACKS &SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(1-)& (L! ? ®Yes [:]No
15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer s vstems: I
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) 12 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-I waters of Class 1 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 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
➢ If noncompliance with 02T.0305(f)or(g),see Section X.1 of this application
*15A NCAC 02T.030.5(I 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.
i
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpaLe
- I
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A j
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/seaied 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 sevaration 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 .0.200? ❑Yes ❑No
Y This includes Trout Buffered Streams per 15A NCAC 213.0202 j
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 15A NCAC 02T,0105ic1(6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC 02T.0105(c)(6 i,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,stonnwater 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 varianec 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 06-21 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/Alternative 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 moiects requirine a variance approval may be subject to toneer
review times.For projects 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:
I, Richard A.Moore ,attest that this application for Sidbury Station—Phase 3
(Professional Engineer's name from Application item 111.1.) (Project Name from Application Item 11.1)
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 Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.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. 56.0701)
rrrr..fr,­.........................
North Carolina Professional Engineer's seal,signature,and date: ��`�� A o4 I
RECEIVED/NCDENR/DWR S AL `•'
025503 =
APR 2 6 -T?4 �,'••.Facltv���. �4
cs '••.......•• o
Water Quality Regional y�R� A'
Operations Section ................................. i t•U I LU ```. 'r�'{I�
Wilmin ton Re tonal Office
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3. Applicant's Certification per 15A NCAC 02T.(fi1" ):
1, Jeff Theberge Engineering Manager attest that this application for Sidbury Station—Phase 3
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.1)
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,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: lQ14y Date: aI
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
� .rr.}....a Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: DR Horton, Inc.
Project Name for which flow is being requested: Sidbury Station Phase 3
.Vor•e than one FTSE maybe 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: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit#: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 5.016
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.062550
g. Total actual and obligated flows to the facility 15.740
h. Percent of permitted flow used 98.4
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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
174 WQ0042271 1.008 0.288 0.000 0.240 0.240 0.048
177 WQ0042271 0.526 0.138 0.000 0.135 0.135 0.004
*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 Capflf9,9(§&DENR/DWR
Downstream Facility Name(Sewer): Cape Fear Public Utility Authority
APR 2 6 2324
Downstream Permit Number:
Water Quality Regional
Page 1 of 6 operations section
g Wilmington Regional office
FTSE l 0-18

III. Certification Statement:
i
I Jeff Theberge, CFPUA Eng. Mgr 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.
I
Sign n ff cal Sii mature 1AD(o
Title of Signing Official
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Page 2 of 6
FTSE 10-18

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dlvlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: DR Horton, Inc.
Project Name for which flow is being requested: Sidbury Station Phase 3
More than one FTSE may be required for a single project if the owner of the IVIVTP is not responsible for all pump
stations along fire route of Ilse proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Lou hlin Northside) WWTP
b. WWTP Facility Permit#: NPDES NC 0023965
All flows are in MGD {
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 5.016
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.062550
g. Total actual and obligated flows to the facility 15.740
h. Percent of permitted flow used 98.4
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11. Complete this section for each pump station you are responsible for along the route of this proposed f
wastewater flow.
f
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
174 WQ0042271 1.008 — _ 0.288 0.000 0.240 0.240 _0.048
177 WQ004227I 0.526 0.138 0.000 0.135 0.135 _ 0.004
i
* 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): Cape Fear Public Utility Authority
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Downstream Permit Number:
Page f of 6 i
FTSE 10-18

l
III. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr_ 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.
Sign n JJ .al Si irature D e
Title of Signing Official I
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Page 2 of 6
FTSL 10-18

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