WQ0040848_Application (FTSE)_20190607

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CDC
Transmittal
Date: April 22, 2019
Project Name:Nesbitt Farms - Phase 2
CDC Project: 21802
To: Asheville Regional Office
Water Quality Section
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APR 2 3 2019
Water OvMlty li ^'nnf21 Operations
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2090 US Highway 70
Swannanoa, NC 28778
Via: ❑ Mail ❑ Overnight ® Hand Delivered ❑ Pick up @ CDC Office ❑ Digital
Copies
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Date
Description
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4/22/2019
Cover Letter
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4/22/2019
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Fast Track Application
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4/22/2019
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Fee check in the amount of $480.00
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4/22/2019
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Site Ma--
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4/22/2019
MSD Allocation and flow tracking
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VI.2-7119
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Remarks:
J fon�AFoster, P.E.
Cc:
S:AAC'ADAUNIQUE METHODSV I emplates and FonnsV 1 mnsntittaI.dccx
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

A -
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April 22, 2019
State of North Carolina
Department of Environmental Quality
Division of Water Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: Nesbitt Farms Phase 2
CDC Project No.: 21802
Dear Reviewer,
APR 2 3 2019
Water
'nr"'i tea^rations
On behalf of The Farm at Mills River, LLC we are requesting your review and approval of fast
track sewer system extension permit application package for the subject project. The proposed
phase 2 of this project consists of; 29 single-family residential lots that will be sold, and other
appurtenances located at 294 Nesbitt Drive in Mills River.
Please find enclosed the following items for your review and approval:
• Check in the amount of $480.00
• Set of sealed 24"x36" plans
• FTA 04-016 Fast Track Sewer Application
• MSD Allocation and flow tracking
• Site Maps
If you should have any questions or need any additional information during your review, please
do not hesitate to call our office.
Sincerely,
ice)As��
Jason Foster, P.E.
Civil Design Concepts, P.A.
[e-mail]
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street— Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

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nWR State of North Carolina
Department of Environmental Quality
llivision of Water Resources
s ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, ISA NCAC 02T.0300, Division oolicies and good engineering uractices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC I C .0100;
Y Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Y Vacuum sewer systems.
General —When submitting an application, please use the following instructions as a checklist in order to ens re 1-required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Y Be specific as to the system type, number of homes served, flow allocation required, etc.
Y If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or dfb/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certifcation on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0I06(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow TrackingtAcceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Y Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Y Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
Y Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
Y This alternative is only available for average daily flows less than 15,000 gallons per day
Y It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered popping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
Y 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 in the case of a multiple station power outage. (Required at time of certification)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area orthat
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-I6 & SUPPORTING DOCUMENTATION Page 2 of 3

State of North Carolina
Department of Environmental Quality
W Division of Water Resources
ISA NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
"Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W (! W q o q to be completed by DWRI
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Cane Creek Sewer District (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Marcus Jones. P.E. per 15A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: I Historic Courthouse Square, Suite 6
City: Hendersonville State: NC Zip: 28792-_
5. Applicant's contact information:
Phone number: [phone] Email Address: iiia*[e-mail]
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
® Other
I. Project. name: Nesbitt Farms Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Henderson
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4007' Longitude:-82.5484°
5. Parcel lD (if applicable):9641-28.9849
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Jason Foster License Number: 47671
Firm: Civil Design Concepts, PA
Mailing address: 168 Patton Avenue
City: Asheville State: NC Zip: 28801
Phone number: [phone] Email Address: wsugaRcdcao.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Water Reclamation Facility
Owner Name: Metropolitan Sewer District
Permit Number: NCO024911
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ500204 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): W QCS_
Owner Name(s): Cane Creek Sewer District
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. 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 Operational Agreement (FORM: HOA) been attached?
[]Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential 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 % Commercial
_%Industrial (See 15A NCAC 02T.0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a Bow reduction been approved under 15A NCAC 02T .0I 14(f)? ❑ Yes 0 No
D If yes. nrovide a cony of flow reduction aonroval letter
7. Summarize wastewater generated by project:
r 1( as/vm } �
Establishment Type (see 02T.01140
Daily Design Flow ""
No, of Units
Flow
Residential
100 gal/Bedroom
324
32400 D
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GP
Total
32400 6PD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(21 for caveats to wastewater design Row rates (i.e., minimum Row 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 eslablishments not identified [in table 15A NCAC 02T.01 I I shall be
determined using available flow data, w§I6 using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32 400 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) -02T.0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,734
PVC
8
360
DIP
➢ Section 11 & 11I 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 requirement is not allowed anti a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: N/A millions gallons per day (firm capacity)
4. Operational point(s) of the pmnp(s): N/A gallons per minute at N/A feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
N/A
N/A
N/A
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> Ifthe portable power source or pump is dedicated to multiple pump stations, an evaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel tiniefrantes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. , SETBACKS& SEPARATIONS — (02B.0200 & 15A NCACO2T.0305(o):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (a) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum senarationx that shall he nmvided for sewer systeniv
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feel
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
An swimmin ools
10 feet
Finalearth a vertical
36 inches
➢ 15A NCAC 023'.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
➢ If noncompliance with 02T.0305(t) or (2). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes [-]No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02009 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I5A NCAC 02T.0 105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I SA NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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 representativeat least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 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
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Aporoval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
name
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the 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
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
/,/"- —4®sA � i Z C TG' jZ- attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. 1 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:
FORM: FTA 04.16 Page 5 of 5

WO Do 40 yoq
io
Metropolitan Sewerage District
of Buncombe County, North Carolina
Allocation Approval
This approval is not to be used to obtain a building permit
and is for gravity sewer extension only.
Applicant:
STEPHEN BEVERIDGE Date:4/10/2018
Company:
NESBITT FARMS, LLC NESBITT LIVING TRUST
Mailing Address:
294 NESBIT DRIVE, MILLS RIVER, NC 28759
Phone:
828-252-5388(Work)
Project H:
2018101
Project Name:
NESBITT FARMS SUBDIVISION•CCWSD
Project Location:
JEFFRESS ROAD Ft NESBITT DRIVE
PIN:
9641281805 9641289849 9641179991 9641385701
MSD of Buncombe County has approved your request for 32,400 GPD
The connection point (manhole #) will be
The project will consist of (81) SINGLE FAMILY RESIDENCE
Your final aooroval is contineent upon comDliance of the items below:
A GRAVITY ONLY SEWER EXTENSION IS REQUIRED.
Private offsite easement and permission may be required to connect to public sewer
system. Easement must be reviewed by MSD prior to recording.
NCDOT encroachment may be required depending upon actual location of public (MSD)
sewer line at proposed connection point.
Comments:
AP° 9019 i
The North Carolina Department of Environmental Quality (NCDEQ) requires MSD to issue this
approval based on line condition/capacity of the receiving sewer and remaining plant capacity.
This allocation approval will expire on 04/10/2019 if no construction has started.
If you have any questions, please contact MSD.
Kevin J nson -'/
MSD Planning and Development

j
ATR 2 0 2019 State of North Carolina
Department of Environment and National Resources
Division of Water Resources
s perations
Flow Trac ' g/Acceptance for Sewer Extension Permit Applications
bivlston of Water Resources (FTSE-08-13)
Project Applicant Name: STEPHENBEVERIDGE
Project Name for which flow is being requested: 2018101 - NESBITT FARMS SUBDIVISION-CCWSD
More than one FTSE-10/07 may be required fora single project if the owner of the W WTP 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. W WTP Facility Name: Water Reclamation Facility
b. W WTP Facility Permit H: NCO024911
All flows are in MGD
c. W WTP facility's permitted flow:
d. Estimated obligated flow not yet tributary to W WTP:
e. W WTP facility's actual avg Flow:
f. Total flow for this specific request:
g. Total actual and obligated flows to the facility:
40
6.3125
20.9545
0.0324
27.2670
h. Percent of permitted flow used: 68%
11. Complete this section for each pump station you are responsible for along the route of this proposed water flow.
List pump stations located between the project connection point
and the W W'rl'
(A)
(B)
(C)
(D)=(B+C)
Pump Station Firm Design
Approx.
Obligated, Not
'Total Current
(Name or Capacity,* Average Daily
Current Avg.
Yet Tributary
Flow Plus
Number) MGD Flow** (Firm /
Daily Flow,
Daily Flow,
Obligated
pff MGD
MGD
MGD
Flow
Carrier Bridge 22.600 9,040
7.358
1.4769
8.835
* The Firm Capacity of any pump station is defined as the maximum pumped Row 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 W WTP where the Available Capacity is <= 0.
(E)=(A-D)
Available
Capacity
•+s
0.205
ill. i icy y 9tn l� Y P' project
G�Ofp , cerlif that the addition of the volume of wastewater to be permitted in this ro, act has been
evaluated along the route to the receiving wastewater treatment facility and that the flow from this project will not cause any capacity related
sanitary sower overflows or overburden any downstream pump station en route to the receiving treatment plant. This certification applies to
those items listed above in Sections I and 11 fiir which I am the responsible party. Signature of this form indicates acceptance of this
Page I of I FTSE 08-13

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