WQ0033611_Regional Office Historical File Pre 2018

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
December 4, 2008
Mr. Steve Husemann, Town Manager
Town of Mooresville
PO Box 878
Mooresville, NC 28115
Subject: Permit No. WQ0033611
Brawley School Road Utility Relocations
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Husemann,
In accordance with your application received on November 17, 2008, we are forwarding
herewith Permit No. WQ0033611, dated December 4, 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 from the date of issuance until rescinded and shall be subject to the conditions and limitations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 NCAC2T .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.
One
NCarolina
,Natttrally
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% Recycled110%}Post Consumer
Paper

usemann
g2
December4, 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 4,668 linear feet of 8-inch gravity sewer,
2,675 linear feet of 12-inch gravity sewer, 160 linear feet of 16-inch gravity sewer, 3,750 linear feet of 6-
inch force main, 2,765 linear feet of 8-inch force main, 2,055 linear feet of 12-inch force main and a
200 gallon per minute pump stations (with duplex pumps, on -site audible and visual high water alarm,
and a permanent on -site generator with automatic transfer switch), a 200 gallon per minute pump
stations (with duplex pumps, on -site audible and visual high water alarm, and a permanent on -site
generator with automatic transfer switch), a 830 gallon per minute pump stations (with duplex pumps,
on -site audible and visual high water alarm, and a permanent on -site generator with automatic transfer
switch) a 1,275 gallon per minute pump stations (with duplex pumps, on -site audible and visual high
water alarm, and a permanent on -site generator with automatic transfer switch)and the discharge of
190,650 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 •appr'oVed by :the '
Department of Environment and Natural Resources and considered a part of this ;per.
The sewage and wastewater collected by this system shall be treated in the Town 'of''
Mooresville Rocky River WWTP (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 WQCS00043.
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'ofthls: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 Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Charles Willis, Willis Engineers
Surface Water Protection Central Files
PERCS

I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 !east 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.

I
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 Permittee for 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.
2

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 occurrences 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 4th day of December 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
( 6
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033611
3

r
•
st Track Engineering Certification
Permit No. WQ0033611
December 4, 2008
Owner/WQCS/WWTP PE
Steve Husemann, Town Manager Charles Willis
Town of Mooresville Willis Engineers
PO Box 878 10700 Sikes Place, Suite 230
Mooresville, NC 28115 Charlotte, NC 28277
Complete and submit this form to the permit issuing 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
r, 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 ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Langtree at the Lake, an Iredell
County project for the Permittee, hereby state that, to the best of my abilities, 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Town of Mooresville
Full Legal Name (company, municipality, HOA, utility, etc.
Application Number:
(to be completed by DWG)
1b. Steven C. Husemann
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
1c. The legal entity who will own this system is:
11 Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership El Corpo
0
Mailing Address
Post Office Box 878
1f, North Carolina
State
1 h. 704,662.3186
Telephone
ci . Protect (Facility) Information:
,,,J 2a. Langtree at the Lake
L1. Brief Project Name (permit will rate
Contact Person:
Gre+ Wells, Willis Engineers
Name and Affiliation of Someone V
3b. 794.338.4662
Phone Number
Project is Z New E Modification
704,663.7386
Facsimile
name)
1 e. Mooresville
City
1g. 28115
authorized signing officials
ion ❑ Othr
specify):
Zip Code
1j. shusemannci.mooresville,nc.us
E-mail
2b, Iredell
ho Can Answer Questions. About
an existing permit) I
2. Owner is ® Public (skip to Item 8())
2a. If private, applicant will be.
z
4a.
0
ILL.
z
County Where Projec
his Application
ocated
engineers.com
odification, Permit No,:
❑ Private (go to Item 2(a))
2b, If sold, facititie owned by a (mu
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc, - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item 8(2b))
Town of Mooresville
Owner of Wastewater Treatment Facility (WWTF) Treating Waste
choose one
❑ Public Utility (Instruction C)
• Homeowner Assoc./Developer (Instru
ter From This Project
Rocky River Wastewater Treatment Plant
Name of WWTF
5a. w of Town own Mooresville 5b. 12-inch
Receiving Sewer Size
Owner of Downstream Sewe
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
® Apartments/Condominiums
❑ Mobile Home Park
El School
❑ Restaurant
® Office
Gravi
Force
® Retail (Store
❑ Institution
El Hospital
Ej Church
El Nursing Home
© Other (specify):,
4b. NC0046728
WWTF Permit No.
c Unknown, built in 1980
n D)
Permit # of Downstream Sewer (tnstructio
shopping centers)
100 °%o Dornestic/Commercial
Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
° Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 190,650 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if
permit is required)
PTA 12/(t7

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).
The Wastewater Flow Calculations are provided in Section 2 of the Design Notes for Langtree at the Lake,
Contract 1.0 — Sewer Facilities
•
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
•
See Attachment 1 for Summary of Sewer Lines, Force Mains and Pump Stations.
Q11.
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D 1Pump
Station Location ID (self chosen - as shown on planslmap for reference)
Z
2
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
U,
.Z
O_
H .
Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
a.
CC
- 0
U.
Design Flow
(MGD)
Operational Point
GPM CTDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
F-
2
c
Pump Station Location ID (self chosen - as shown on plans/map for reference)
dDesign
oi
Flow
(MGD)
Operational CTDH Point
GPM
G
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
IN
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ►/ No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the
Mains (latest
applicable?
0 Yes
Variance
in the attached
sewer
►1
requested
system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
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
for Section 4.03B regarding'minimum velocityin a portion of the force main tor Contract 1.0. See Section 5
Design Notes for Contract 1.0 — Sewer Facilities.
FTA12/07

cii• ;
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes • No ►l NIA
Sedimentation and Erosion Control Plan? 1/ Yes • No 0 N/A
Stormwater? ❑ Yes • No ►i N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)1 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, Steven C. Husemann, attest that this application for Langtree at the Lake has been reviewed by me and is accurate
and complete fo 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 143-215.68,
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.
/1_
1 a. ���':2t3.,v0 ,
•
Sig in Official Signature -, '_, Date _
N
Z
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS -
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
O OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
0
H
a
0
1L
H
CC
LLI
()
V
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Charles A. Willis, attest that this application for Langtree at the Lake 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. 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 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
i have reviewed this material and have judged it fo 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. Charles A. Willis, P.E.
•iCARO
Professional Engineer Name
oat' ['
e
2b. Willis Engineers
41�c"-
��..0ESS-
`
Engineering Firm
A
�`
c. 10700 Sikes Place, Suite 230
66.
4 yre
li
: jf
Mailing Address
; 4'61*V I
2d. Charlotte e. NC
21. 28277
cf' " 'c't ,
City
State
Zip__,
l P�'
2g. 704.377.9844 2h. 704.377.2965
i. [e-mail]
20C
iTelephone
Facsimile
E-mail
NC PE Seal, Signature & Date
FTA12107

Town of Mooresville Attachment I
Langtree at the Lake
for Fast -Track Application
The following information is provided for Items 10 and 11 in Section B - Permit
Information of the Fast -Track Application submitted for the Langtree at the Lake project.
10. Summary of Sewer Lines to be Permitted
Size (inches) Length (feet) New Gravity or Additional
Force Main
On -site Sewers for The Landings at Langtree development
4,668 Gravity
Force Mains for the Pump Stations serving The Landings at Langtree (Contract 1.0)
2,085 FM from Landings East P/S
1,665 FM from Landings West P/S
2,765 Common FM
2,055 Common FM
New Sewers associated with providing hydraulic capacity in sections of the existing Mount
Mourne Elementary School Sewer (Contract 2.0)
2,270
405
160
Parallel Gravity Sewer
Replacement Gravity Sewer
Replacement Gravity Sewer
Willis Engineers
1969001(34)
Page 1 of 2 October 2008

Town of Mooresville Attachment I
Langtree at the Lake for Fast -Track Application
11. Summary of Pump Stations w/ associated Force Mains to be Permitted
Pump Station Location ID Landings East (new pump station at the Landinqs at
Langtree development)
Design Flow Operational Point
Power Reliability Option Force Main Force Main
(MGD) GPM TDH 1 - permanet generator w/ATS; Size Length
2 - portable generator w/MTS
0.288 MGD 200 gpm @ 78 ft
6 in 2,085 ft
Pump Station Location ID Landings West (new pu p station at the Landings at
Langtree development)
Design Flow Operational Point
(MGD) GPM 0: TDH
0.288 MGD 200 gpm @ 78 ft
Power Reliability Option Force Main Force Main
1 - permanet generator w/ATS; Size Length
2 - portable generator w/MTS
6 in 1,665 ft
Pump Station Location ID Existing Hospital Pump Station (additional capacity for an
existing pump station)
Design Flow Operational Point Power Reliability Option Force Main Force Main
(MGD) GPM @ TDH 1 - permanet generator w/ATS; Size Length
2 - portable generator w/MTS
1,195 MGD 830 gpm @ 149 ft N/A N/A N/A
Pump Station Location ID Existing West Branch Pump Station (additional capacity for
an existing pump station)
Design Flow Operational Point (_ -PoWer Reliability Option Force Main Force Main
(MGD) GPM @ TDH 1 - permanet generator w/ATS; Size Length
2 - portable generator w/MTS
1.836 MGD 1,275 gpm 184 ft N/A N/A N/A
Willis Engineers
1969.001(34) Page 2 of 2 October 2008

W A 7-$ State of North Carolina
�4G Department of Environment and Natural Resources
7 Division of Water Quality
Y Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Town of Mooresville
Project Name for which flow is being requested: Langtree at the Lake
More than one FTSE-10/07 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: Rocky River Wastewater Treatment Plant (Mooresville)
b. WWTP Facility Permit #: NC0046728
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
5.200
1.644
2.966
0.190
4.800
92.30%
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Hospital 0.52 0.09
West Branch
1.03 0.23
III. Certification Statement:
I, Steven C. Husemann certify that, to the best of my 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 II for which I am the responsible party. Signature of this form indicates
accept.. ce of this,
igning Official Signature
71A0i°
Date

LOCATION IC AS SHOWN ON THE
WATERSHED CLASSIFICATION ATTACHMENT
(FORM WSCAS- Y 2/07)
QUADRANGLE: MOORESVILLE, NC
INEERS
TOWN OF MOORESVILLE
LANGTREE AT THE LAKE
SEWER FACILITES
NOVEMBER 20O8
PROJECTmmi,C£'Y
ALA.: ..,�.
I °° = 2000`

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
• licant Name
Town of Mooresville
Professional En w ineer Name
Charlie A. Willis, P,E.
ocation
ID
1
2
3
Name of Waterbody'
Lake Norman
County
Iredell
Project Name
Langtree at the Lake
En » ineerin . Firm Name
Willis Engineers
River
Basin
Catawba
terbody Stream
Index No.
Waterbody
Classification
11-(75)
WS-IV, B, CA
Unnamed tributary to Work
Creek
Work Creek
4
5
Unnamed tributary to West
Branch Rocky River
West Branch Rocky River
Iredell
Iredell
Catawba
11-105
WS-IV, B, CA
Catawba
11-105
WS-IV, B, CA
Iredell
Iredell
Yadkin
13-17-3
Yadkin
13-17-3
If unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary joins,
l certify that as a Registered Professional Engineer in the State of
NorthCarolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM. WSCAS-12/07 ***
FORM: WSCAS-I2/07

EX:), LOCAI ION IC) AS SHOWN ON THE
WATERSHED CI ASSIF10A`ON ArrACHMEN1
(FORM W5CAS-1 2/07)
OUADSAN3I,E- MOORESV
ENGINEERS
TOWN OF MOORESVILLE
LANGTREE AT THE LACE
SEWER FACILITES
200B

Permit Number WQ0033611
Central Files: APS_ SWP_
12/03/08
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
190650
Facility
Facility Name
Langtree at the Lake
Location Address
.. Owner
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name
. Town of Mooresville
Dates/Events
Orig Issue
12/04/08
Scheduled
App Received Draft Initiated Issuance
11/17/08
Owner Type
Government - Municipal
Owner Affiliation
James Justice
Town Of Mooresville
Mooresville NC 281150878
Public Notice Issue
Regulated Activities ReauestedlR
Apartment complex
Condominium
Office
Retail
Wastewater collection
Outfall NULL
Effective Expiration
12/04/08 12/04/08
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin