WQ0022105_Application_20180709

Transmittal
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T.704-296-4210
www.unioncountyne.gov
To: NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
RECEIVEDIN COEt3RDW Pd
jut- 5 7018
WGROS
MOORESVILLE REGIONAL OFFICE
Attention: Date: July 2, 2018
Regarding: Sanitary Sewer to serve Rea Road Mixed Use Development, Phase 1 (Modification)
We are sending you: ❑ Copy of letter ❑ Prints
❑ Plans ❑ Shop Drawings
® Other
Copies
Date
No.
Description
1
Cover Letter
1
7/2/18
Fast Track Application
1
7/2/18
Copy of Fast Track Application
1
USGS Topo Map
1
Street Level Map
1
7/2/18
UCPW Flow Form
1
3/2/18
Charlotte Water Flow Letter
1
3/1/18
Charlotte Water Flow Tracking Form
1
5/20/13
Existing Permit
1
5/10/18
15219
$480.00 Check (Application Fee)
These are transmitted and checked below:
® For approval ❑ Foryour ❑ As requested
use
Remarks:
Signed:
\oN
co G Received by:
9
Zp- -----------
9TH CpPp�.
❑ For review and comment
Peter W. Brown
Date:

ISAACS
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
Proiect Narrative
Rea Road Mixed Use Development Phase 1C — Building -D
Union County, North Carolina
The project site is located in the Town of Waxhaw, Union County, N.C. and is an approximate 1.08
acre parcel located at 9817 Suzanne Court near the intersection of Rea Road and Tom Short Road.
The existing lot has one (1) existing 5,006 sf medical/retail building and one (1) proposed 5,154 sf
medical/retail. Sewer flow to be generated by the proposed building will add 1,835 GPD.(please
see the attached calculations) to the previously approved Rea Road Mixed Use Development
Phase 1 Sewer Extension (WQ0022105). The sewer collection system within the project site will be
provided by a series of 8 inch gravity lines owned and maintained by Union County Public Works
(UCPW). The proposed sewer system will tie into existing downstream 8 inch sewer lines (Permit
#WQ0031776) owned by UCPW and will be treated at McAlpine Creek WWTF (WWTF
NC0024970), which is owned by Charlotte Water.
Please see the following in the attached application package:
• One Original and One Copy of Application
• Application Fee of $480 written out to NCDEQ
• Fast Track Application
• Flow Tracking/Acceptance Form
• Site Maps
0 8.5"x11" color copy of USGS topo
o Street level map
PA\Active Projects\Raley Miller\Rea Road Phs 1 Out Parcel I C -Bldg 2 17217\Engineering\Correspondence\P.pplications\NCDWQ\Rea Road
Outparcel 1 C Bldg D Sewer Cover Letter.doc

Sewer Flow Calculations for Rea Road Mixed Use Development Phase 1 (WQ0022105)
Previous Fast Track modification application on May 20, 2013
1. Existing Day Care
a. Use 25 gal/day per student plus employee
b. 69 students plus 9 employees
c. Calculated flow = 78 x 25 gpd = 1,950 gpd
2. Existing CVS
a. Use 100 gal/day per 1,000 s.f. of area stores and shopping centers without food service.
b. Area = 12,900 s.f.
c. Calculated flow = 12,900/1,000 x 130 gpd = 1,677 gpd
3. Existing Kohl's
a. Kohl's analyzed North Carolina flow data of their stores and the average measured flow is 1,145 gpm.
This flow factored at 1.5 = 1,718 gpd.
4. Existing Out Parcel 1 B Buildings A and B
a. Use 130 gal/day per 1,000 s.f. of area for stores and shopping centers with food service.
b. Area = 6,024 s.f. + 4,025 s.f. = 10,049 s.f.
c. Calculated flow = 10,049/1,000 x 130 gpd = 1,307 gpd
5. Existing Out Parcel 1C Building C
a. Use 250 medical/dental office
Calculated 3 bay car wash flow = 3 x 1,200 gpd/bay = 3,600 gpd
b. Remaining allowed building s.f. = 4,050 s.f.
Total Calculated Flows for all existing/proposed/future buildings = 1,950 + 1,677 + 1,718 + 1,307 + 3,600 = 10,252 qpd**
"the exist. modification permit dated 0512012013 lists 10,207 gpd. There was a math error.
Current fast track application modification
1. Existing Day Care
a. Use 25 gal/day per student plus employee
b. 69 students plus 9 employees
c. Calculated flow = 78 x 25 gpd = 1,950 gpd
2. Existing CVS
a. Use 100 gal/day per 1,000 s.f. of area stores and shopping centers without food service.
b. Area = 12,900 s.f.
c. Calculated flow = 12,900/1,000 x 130 gpd = 1,677 gpd
3. Existing Kohl's
a. Kohl's analyzed North Carolina flow data of their stores and the average measured flow is 1,145 gpm.
This flow factored at 1.5 = 1,718 gpd.
4. Existing Out Parcel 1B Buildings A and B
a. Use 130 gal/day per 1,000 s.f. of area for stores and shopping centers with food service.
b. Area = 6,024 s.f. + 4,025 s.f. = 10,049 s.f.
c. Calculated flow = 10,049/1,000 x 130 gpd = 1,307 gpd
5. Existing Out Parcel 1 C Building C dental office and retail space
a. Dental office use 250 gal/practitioners/shift with 10 practitioners for 1 shift
Calculated 10 practitioners for 1 shift = 250 gal x 10 practitioners/shift x 1 shift = 2,500 gpd
b. Shopping center and malls with food service with 1,500 sf for 130 gal/1,000 sf
Calculated 1,500 sf x 130 gal/1,000 sf = 195 gpd
6. Proposed Out Parcel 1 C Building D dental office and retail space
a. Dental office use 250 gal/practitioners/shift with 10 practitioners for 1 shift
Calculated 10 practitioners for 1 shift = 250 gal x 10 practitioners/shift x 1 shift = 2,500 gpd
b. Shopping center and malls with food service with 1,500 sf for 130 gal/1,000 sf
Calculated 1,500 sf x 130 gal/1,000 sf = 195 gpd
Total Calculated Flows for all existing/proposed buildings = 1,950 + 1,677 + 1,718 + 1,307 + 2,695 + 2695 = 12,042 ppd
Difference between current and previous fast track modifications = 12,042 gpd -10,207 qpd = +1,835 ppd

Tuvia, Ori A
From:
Sent:
To:
Cc:
Subject:
Good morning Ori,
Brent Cowan <[e-mail]>
Tuesday, July 10, 2018 9:51 AM
Tuvia, Ori A
Crystal Panico; Anthony Newsome
[External] RE: Rea Road Mixed use Phase 1
There is no new addition of 8" mains with this modification. The only change is the sewer flow. I found the
permit application but I can't find in my files the narrative. If you will scan and email that as a pdf, I will revise
and reissue.
Thanks,
Anthony Brent Cowan, P. E., LEED'AP
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, NC 28217
P:704-227-9402 F:704-527-8335
Web: www.isaacsgrp.com
From: Tuvia, Ori A [mailto:[e-mail]]
Sent: Monday, July 09, 2018 8:24 AM
To: Brent Cowan <[e-mail]>
Cc: Crystal Panico <[e-mail]>
Subject: Rea Road Mixed use Phase 1
Good morning Anthony,
V00IVED/NCDENR/DWR
JUL 9 2018
WQROS
MOORESVILLE REGIONAL OFFICE
I received the application for sewer extension for the subject project and had a question, in the project narrative you
describe adding, besides flow, some 8 inch gravity lines. But in the application itself there is no gravity lines included.
Could you please clarify this to me?
Sincerely,
Ori Tuvia
Environmental Engineer
INC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: [phone] Fax: [phone]
Ori.tuviaancdenr.gov

State of North Carolina
Department of Environmental Quality
D Division of Water Resources
-P- m 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: / U o
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Union County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Crystal Outlaw Panico, P.E. per 15A NCAC 02T .0106(b)
Title: New Development Program Manager
4. Applicant's mailing address: 500 North Main Street, Ste 500
City: Monroe State: NC Zip: 28112-4730
5. Applicant's contact information:
Phone number: 704 296-4239 Email Address: crystal [e-mail]
H. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
RECEIVED/NCDEWWWR
J0) 4 �U18
WORDS
MOORESWLE REGION.AI, ()FF(CE�
1. Project name: Rea Road Mixed Use Development Phase 1
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00022105 and issued date: May 20, 2013
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Union County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.016104° Longitude: -80.800798°
5. Parcel ID (if applicable): 06201008M
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Anthony Brent Cowan License Number: 026462
Firm: The Isaacs Grow, P.C.
Mailing address: 8720 Red Oak Blvd. Ste. 420
City: Charlotte State: NC Zip: 28217 -
Phone number: 704 227-9432 Email Address: bcowan(disaacsgm.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine WWTF Permit Number: NCO024970
Owner Name: Charlotte Mecklenburg Utilites
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00009238 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Union County Public Works
FORM: FTA 04-16 Page 1 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 NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased N Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care N 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: % Domestic/Commercial 100 % Commercial
_ % Industrial (See 15A NCAC 02T.0 103(20)
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes N No
➢ If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow °,"
No. of Units
Flow
Medical office
250 gal/practicioner
6.56
1,640 GPD
Shopping centers with food
130 gal/1,000 sf
1,500 sf
195 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,835 GPD
a See 15A NCAC 021 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.01 14(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: 1 835 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):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
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.
➢ 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.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
D 15A Mr`A(' n9T oinS(f) rnntnins minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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
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
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 see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Anv buildinR foundation
5 feet
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
Anv swimming pools
10 feet
Final earth rade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T 0305(f) or (g), 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 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. 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 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 15A 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 representative at 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:
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?
XYes ❑ No
If No, complete and submit the Variance/Alternative 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:
name from Application Item III.
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:
,?VARQ4ss
:� � FESS%p•.• �i�:
Digitally signed by Anthony
B. Cowan, P.E.
Q` T
Q�
- - SEAL': j
026462
Date: 2018.02.07
:'
11:20:41-05'00'INEEQ
' \Q
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'VY
s��6.p.L../,....."-
i. ........ -s. ..r...... -..ea: 1............
MW, .
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, eftrut o. , r kv attest that this application for
(SignatureAuthority's name & title from Application 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 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• ar�� Qil/ll Date: % �tT
FORM: FTA 04-16 Page 5 of 5

WEDDINGTON QUADRANGLE
NORTH CAROLINA -SOUTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
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CHARLOTTE
W4)TE
March 2, 2018
Mr. Peter Brown
Union County Public Works
500 N Main St
Suite 400
Monroe, NC 28112
SUBJECT: SEWER FLOW ACCEPTANCE
REA ROAD MIXED USED PH I
CLTWATER TRACKING# 2018256
After an analysis of the sanitary sewer associated with the proposed design of project, Rea Road
Mixed Use, it was determined that there is sufficient capacity to accommodate the additional sewer
flow of 1,825 gallons per day for a total revised flow of 12,042 gpd at the assumed connection point
for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see attached NC DEQ FTSE form.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within (2) years of issuance of this flow acceptance and payment for any service connections have
not been received within (2) years of issuance of this flow acceptance letter, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
A Operated by the City of Charlotte

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
bivlslon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: union County Public works
Project Name for which flow is being requested: Rea Road Mixed use PA I
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NC0024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 11.04
e. WWTP facility's actual avg. flow 64.79
f. Total flow for this specific request 0. 012
g. Total actual and obligated flows to the facility 75.83
h. Percent of permitted flow used 76.6%
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) MGD MGD
MGD
MGD
Flow
Capacity***
Six Mile 16.1 7.24
4.3
0.21
4.54
2.7
* 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 FacilityName(Sewer): six Mile Creek Gravity Sewer (254-95-506)
Downstream Permit Number: unknown
Page I of 2
FTSE 04-16

III. Certification Statement:
I Keri Cantrell 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.
,3////b
Date
Page 2 of 2
FTSE 04-16