WQ0033370_Regional Office Historical File Pre 2018 (2)

r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 18, 2008
Mr. Steven Husemann, Interim Town Manager
Town of Mooresville
413 N. Main Street
PO Box 878
Mooresville, NC 28115
Subject: Permit No. WQ0033370 Modification
The Residences at Morrison Plantation
Phase 1
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Husemann,
In accordance with your application received on November 5, 2008, we are forwarding herewith
Permit No. WQ0033370, dated November 18, 2008, to the Town of Mooresville for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Noy` Carolina
Nturally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer •
Paper

Mr. Husemann
Page 2
November 18, 2008
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 1,664 linear feet of 8-inch gravity sewer
and the discharge of 65,894 gallons per day of domestic wastewater in conformity with 15A NCAC 2T;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of
Mooresville Rocky River VVVVTP (NPDES Permit No, NC0046728) prior to being discharged into the
receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Mooresville. Mooresville must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit WQCS00041
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
for Co een H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
William McAnally, Taylor Wiseman & Taylor
Surface Water Protection Central Files
PERCS

I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSIONPERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permitteeo the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T, the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B ,0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility

y
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrerices shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 18th day of November 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033370 Modification
3

Fast Track Engineering Certification
Permit No. WQ0033370
November 18, 2008
Own er/WQCSANWTP PE
Steven Husemann, Town Manager William B. McAnally
Town of Mooresville Taylor Wiseman & Taylor
PO Box 878 700 Forest Point Circle, Suite 116
Mooresville, NC 28115 Charlotte, NC 28273
Complete and submit this form to the permit ssuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial LI Frla
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (LI periodically, E weekly, El full time) the construction of The Residences at Morrison
Plantation Phase 1, an Iredell County project for the Permittee, hereby state that, to the best of my abiiities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions

0
2
0
2
USE THE TAB KEY TO MOVE FROM HELD TO FIELD!
Owner/Permittee:
la. Town of Mooresville
Full Legal Name (company, municipality, HOA, u
1b..._ C. F.AI ANU lt)r t
Signing Official Name and Title (Please review 15A NAC 2T .0106 (b)`°for authorized signing officia
Application Number:
Ito be completed by DWQ)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ✓ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1d. 413 N. Main Street
Mailing Address
f. North Carolina
State
1 h, 704-663-3800
Telephone
704-662-6298
Facsimile
2. Protect (Facility) Information:
2a, The Residences at Morrison Plantation Phase 1
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. William B. McAna9 PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
e. Mooresville
City
lg. 28115
Zip Code
E-mail
2b, Iredell
County Where Project is Lo
3b, 704-527-2535
Phone Number
I$ © New
2. Owner is ✓" Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Mooresville
Owner of Wastewater Treatmen
4a.
ing permit)
3c. bmcanally e@taylorwtse
E-mail
Lion, Permit No.: WQQ003
© Private (go to Item 2(a))
2b„ If sold, facilities owned by a (must choose one
Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
ted
n.com
Facility (WWTF) Treating Wastewater From This Project
L44L( TetAh'wt ago&4b. 4C--OO4 i 71,2
5a. Town of Mooresville 5b. 12-inch /Gravity
Owner of Downstream Sewer 'Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
✓ Apartments/Condominiums
Mobile Home Park
School
❑ Restaurant
El Office.
Permit # of Downstream Sewer (Instru
El Retail (Stores, shopping centers)
El Institution
Hospital
0 Church
EJ Nursing Home
Other (specify):
on E)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment st
spedify):
7. Volume of wastewater to be allocated or permitted for this particular prp)ect: 65,894 z allons pereday
*Do not include future flows or previously permitted allocations \
8, If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits thatConnect to this line
❑ Flow has already been allocated in Permit No.
CO Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NAC 02T .0303 to determine if
permit is required)
FTA 07

cz-
0
010
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
See attached Engineers Report
10. Summary of SewerLines to be Pe ed (attach additional sheets if necessary)
Size (inches)
8
Lengthrrt)
/ 1,644
New Gravity or Additional
Force Main
New Gravity
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/AT ; Force Main Size Force Main Length
GPM @TDH
2 - portable generator wIMTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow OGPM ©TDhl rational Point Power Reliability Option
pe.. .
(MGD) 1 permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
El Yes El No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
/ Yes El No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

Pir
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes 0 No / N/A
Sedimentation and Erosion Control Plan? ✓ Yes ❑No ❑ N/A
❑ Yes ❑ No /N/A
Stormwater?
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, StE11EN (. 45EMj4NA) , attest that this application for The Residences at Morrison Plantation — Phase 1 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. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as we las civil penalties up to $25,000 per violation.
C. CERTIFICATIONS
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
Date-_
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR. PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, William B. McAnally, PE. attest that this application for The Residences at Morrison Plantation — Phase 1 has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. l 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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that l have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application 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.
2a. William B. McAnally, PE
Professional Engineer Name.
'2b. Taylor Wiseman & Taylor
Engineering Firm
2c. 700 Forest Point Circle, Suite 116
Mailing Address
2d. Charlotte 2e. NC 2f. 28273
City State Zip
2g. 704-527-2535 2h. 704-527-2537 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal. Signature & Date
FTA 12/07

TAYLOR WISEMAN &TAYLOR
ENGINEERS I SURVEYORS I SCIENTISTS
700 Forest r Circle Suite 116 alai-Imre, NC 28273
4
DWQ-Surfcce Wafer
Nts, Dee Browder
North. Carolina Department of Envirounent
and Natural Resources
Division of Water Quality
Mooresville Regional Office
61.0 E.. Center venue, Suite 301
Mooresville, North. Carolina 28115
Dear Ms. Browder:
27,2537 fax www.taylorwkernan,corn
November 3, 2008
11. 03020
Re: 'file Residences at
Morrison Plantation — Phase I.
Town of Mooresville
lredell County, MI'.
'\1odifkauon to ‘Vastewa ter
Collection System Extension
Permit No, ‘VQ0033370
On behalf of our client. Atlantic Realty Partners, Inc.., we are submitting the following information in
support of a Fast Track: Application Modification (FTA 12/07) for the above referenced project:
'Phase 1 - ;Modification
• One (1) original and one (1) copy of the PAST -TRACK APPLICATION (PTA 12/07)j.0r
GRA virry SEWERS., PUMP S14.11ONS, AND FORCE MAINS requesting a modification to
Permit No, WQ0033370 for Phase 1 of the. above referenced project.
• One ( original and one (1) copy of the How Tracking/ Acceptance for Sewer Extension
Permit App feu (ions (FT.S.E- 10/07) in support of a mod ificirti on .to Permit .No. WQ00333'70 for
Phase 1 of the above referenced project.
• Application review fee in the amount of $480,00 (check .81019)
• Two (2) copies of The Residences at Morrison Plantation Construction Plans, prepared by
Taylor Wiseman & Taylor, Drawing Number NC-03020, Sheet No.'s 7-1.4, 2.3,26-29 &
12-36 of 38 and revised to October 3, 2008.
Two (2) copies of The Residences at Morrison Plantation Phase 1 PraskivratisT Row
COculations and Construction Speci:'fications, revised to September 8, 2008.
if you have any questn. is or concerns, please contact me at 704-527-2535.
'rhank you for your consideration of this matter,
Very truly yours,
31 „° 11.1W
B. McAnally,
R.egional Manager
Enclosure
cc: Benjamin D Curran Atlantic Realty Partners,
Jason Fish; Atlantic Realty Partners, Inc.
1 /1
°LOS 103.NC1)FNR.,S LAVER.,.thni.o.r/t,a mendecLpha5o ,,/sewor,,,,ex lens nppowo doc

State of North Carolina
Department of ]nvironment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: adri
Project Name for which flow is being requested:
Yi€
rasa €14,1417
More than one FTSE-10/07 may be required for a single project If the owner J the WWTP is not responsible fOr all
pump stations along- the route of the proposed lvastewater flow„
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.. WWTP Facility Name: eV kir
b. WWTP Facility Permit (.0
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
c a
H. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WW"TP
Pump Station Name
Approx.. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
46116 0
ctcr; gg ,99
0 4'1
111. Certification Statement:
, certify that, to the best of rn.‘,/ knowledge, 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. 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 1I for which I am the7espoiisible party, Signature of this form indicates
acceptance q tlns waste
Signing (.„Signature
icias oc5
Dale

ry
Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE—10/07)
Section 1
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at Tess
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]

For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MOD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
The first Form FTSE-10/07 submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.0I5 MGD
g. = 3.215 MGD
h.=53.6%
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.5I5 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8%
Each subsequent Form FTSE-10/07 will be updated in the same manner.
Section II
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section III
Form FTSE-10/07 must be signed by the appropriate official as per 15A NCAC 02T .0106.

Central Files: APS SWP
11/17/08
Permit Number WQ0033370 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer B
Extensions
Primary Reviewer
dee.browder
Permitted Flow
64486
Facility
Facility Name
The Residences at Morrison Plantation Phase 1
Location Address
Owner
Owner Name
Town of Mooresville
Dates/Events
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
James Justice
Town Of Mooresville
Mooresville NC 281150878
Orig Issue App Received
09/02/08 11/17/08
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfail NULL
Scheduled
Draft Initiated Issuance
Public Notice Issue
11/18/08
es
Effective Expiration
11/18/08
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin