WQ0033035_Regional Office Historical File Pre 2018

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 2, 2008
Mr. Erskine Smith, Interim Town Manager
Town of Mooresville
PO Box 878
Mooresville, NC 28115
Subject: Permit No. WQ0033035
Meadows at Coddle Creek
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Smith,
In accordance with your application received on May 14, 2008, we are forwarding herewith
Permit No. WQ0033035, dated June 2, 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 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.
o0°
NCaro ina
atirrallly
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%a Recycled/10% Post Consumer
Paper

VSm
2
2, 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 14,010 linear feet of 8-inch gravity
sewer,1,388 linear feet of 4-inch force main sewer, a 80 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 44,616 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 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 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 Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Dan Brewer, Chas H. Sells, Inc.
Surface Water Protection Central Files
PERCS

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 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.

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.
1 d. 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 2nd day of June 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033035
3

VstTrac
k Engineering Certification
No. WQ0033035
June 2, 2008
OwnerNVQCSNVWTP PE
Erskine Smith, Interim Town Manager Dan Brewer
Town of Mooresville Chas H. Sells, Inc.
PO Box 878 128 Overhill Drive, Suite 105
Mooresville, NC 28115 Mooresville, NC 28115
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
•. 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 Meadows at Coddle Creek, 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.

F-
0
z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwnerlPermittee:
la, Town of Mooresville
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Erskine Smith, Interim Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
. The legal entity who will own this system is:
El Individual 0 Federal Municipality 0 State/County ❑ Private Partnership 0 Corporation ❑ Other (specify):
d. P.O. Box 878 le. Mooresville
Mailing Address City
f. North Carolina
State
1h. 704-662-3186
Telephone
1 i. 704-662-6298
Facsimile
2. Protect (Facility) Information:
2a. Meadows at Coddle Creek
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Dan E. Brewer, P.E., Vice President, Chas. H. Sells, Inc.
1g. 28115
Zip Code
1j. [e-mail]
E-mail
2b. Iredell
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-662-0100
3c. dbrewer@chash
Phone Number
Project is
E-mail
dification (of an existing permit) If Modification, Permit No.:
Is.corn
2, Owner is Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i,e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
Town of Mooresville
Owner of Wastewater Treatment Facility (VWVTF) Treating Wastewater From This Project
4a. Rocky River WWTP
4b. NC0046728
Name of WWTF WWTF Perrnit No.
5a. Town of Mooresville i5b. 8 inch ! Gravity ;5c.
Owner of Downstream Sewer 'Receiving Sewer Size 0 Force Main
6 The origin of this wastewater is (check all that apply):
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
© Office
Permit # of Downstream Sewer (instruction E
❑ Retail (Stores, shopping centers)
El Institution
El Hospital
Church
0 Nursing Home
❑ Other (specify):
100 % Domestic/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: 44,616 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 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 a
permit is required)
FTA 12/07_ver2

Z
0
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),
Total number of bedrooms: 426 Housing Flow: 426 bedrooms x 104 gal/day/bedroom = 44,304 gal/day
Flow per bedroom: 104 gal/day Amenity Area: 312 gal/day
Total Flow: 44,616 gal/day
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8 inch
4 inch
Length (feet)
14,010
1,388
New Gravity or Additional
Force Main
Gravity
Force Main
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID PS (self chosen as shown on plans/map for reference)
Design Flow Operational Paint Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
0348 80 GPM @ 42' TDH 2 4 inch
Pump Station Location ID (self chosen - as shown on pla
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Length
ap fo
Force Main Length
ft Pump Station Location ID
lw
CL Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, Will the wastewater flow in tame proposed sewer tines 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 sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force s
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ 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
FTA12/07 ver2

4. 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 ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ NIA
Stormwater? ❑ Yes ® No ❑ N/A
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
C. CERTIFICATIONS
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Erskine Smith, attest that this application for Meadows at Coddle Creek has been reviewed by me and is accurate
and complete to the best of my knowledge. ! 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 mi demeanor, which jnay include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation. ,
1 a. //I/ 9-/ Ow4
Signing Offic Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF -THIS ,-
PPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
O OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Dan E. Brewer, attest that this application for Meadows at Coddle Creek 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. ! 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 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. Dan E. Brewer
a,•,,••••„an,n+'`".�,,,,"`�,,r'
Professional Engineer Name j''.• 44. onot,mR0, •hy
2b. Chas. H. Sells, Inc. i ' •a e•'..,„„ r I' qA;
Engineering Firm , e 4 �- g
tEA
_ s
2c. 128 Overhill Drive, Suite 105 ;
1T582
;
Mailing Address = - e
�°�'
2d. Mooresville !2e. NC f f. 28115 1 ' 4'01 N���•••�Q' •±
City State Zip j ''% F, BRA a"' •
71,At`v6A2g. 704-662-0100 2�h. 704-662-0101 2i. dbrewer�a chashsells.com4.Telephone
Facsimile 1 E-mail NEaI, Signature & Date
FTA I2/07_ver2

CHAS. H. SIT4LS INC. TRANSMITTAL
128 Overhill Drive, Suite 105. Mooresville, NC 28117
Phone: [phone]
Fax: [phone]
To: Dee Browder
Company: NCDENR
Address: 610 E. Center Ave Suite 301
ville, NC 28115
Proiect
CHS#
4/08
Meadows © Coddle Creek
066038
Re:
Hand Delivered
FOR YOUR:
0 Approval
0 Use 0 Information 0 Review & Comment 0 Record 0 Distribution
WE TRANSMIT THE FOLLOWING:
COPIES DATE
1 14/08 Check for Sewer Permit Check #2063 480.00
REMARK:
Dan E. Brewer
DESCRIPTION
NC DENR RC
surface Water Pro 'an

To:
CHAS. H. SELLS, INC.
9 28 Overbill Drive, Suite 105, Mooresville, NC 28117
Phone: [phone]
Fax: (704) 662_0101
Dee Browder
© Approval Cl Use 0 Information
WE TRANSMIT THE FOLLOWING:
COPIES
FTA Application
Color Map
Date:
CiyvuS-
05/05/08 NC DEN 4
c don
DESCRIPTION
application
Distribution
Flow Acceptance Form filled out by Town of Illloot esville
Watershed Classification Attachment
REMARKS:
Mrs, Browder,
NC DENR MRO
DWQ-Surface Water Pro
Attached is the revised sewer permit application with the revised flows on it. The review was
submitted with the original submittal on 3/3/08. Please call if you have any questions.
Tomtit" `Qfai, P.E.
Project. Engineer
Con

Central Files: APS SWP
06/02/08
Permit Number WQ0033035
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
44616
Facility
..Facility Name
Meadows at Coddle Creek
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Mooresville Government - Municipal
Owner Affiliation
James Justice
Town Of Mooresville
Mooresville NC 281150878
DateslEvents
Orig issue App Received Draft Initiated
06/02/08 05/14/08
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue Effective Expiration
06/02/08 06/02/08
Reuuested/Received Events
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

Towri of Mooresville
Rotary River WWTP NC0046728
Wastewater Allocations
Allocated Wastewater Flows
Permitted Commercial
As Of:
41112008
Total Housing Permitted Flow Flaw Remaining
Permit number Facility Sewer Permit Date Units (gpd) April 1 2008
W0003029 42" Rocky River 6/24/2005 0 0 0
W00031966 Phase 11 Rocky River Outfell 7)1712007 0 0 0
W00031404 Harbor Square 3/712007 NIA 2,412 2,412
W00031484 Legacy Village •• 3127/2007 118 60,757 60,757
W0002940 Live -Work Units -Singleton Road 10/13/2005 15 6,432 6,432
W00031315 Lot20 Lakeside Park 2/812007 N/A 8,220 8,220
W00031280 Lowe's Corporate Headquarters 1/31/2007 N/A 75,000 75,000
W00032500 Mooresville Crossing 11 12/10/07 12,350 12,350
W00030492 Oak Tree Commercial 7/10/06 NIA 17,554 17,554
W00031953 Oates Road Commercial 7/17/2007 13,600 13,600
W00032401 Pine Lake Preparatory School 11/14/2007 NIA 22,500 22,500
W00032270 Rocky River Promenade (Private) 10/312007 N/A 4,800 4,800
WQ0032797 Mayhew Promenade 3/19/2008 27,000 27,000
W00030266 Mooresville Crossing 5222006 NIA 52,766 5,277
WQ0029305 Mooresville Town Square 1(11/2006 N/A 31,536 18,922
WQ0018541 Morrison Plantation Phase III 6/30/2000 N/A 159,840 123,912
WQ0029533 Mt Mourne Springs 11/1712005 N/A 3,500 360
WQ0024523 Plantation Pointe 10/29/2004 NA 29,639 14,820
W00012372 Imprimis Business Park 8/20/2002 NA 1,250 500
W00030774 Timber Ridge Expansion Project 9/13/2006 N/A 8,750 0,750
WQ0030328 Village at Byers Creek '''• 12292006 216 • 113,005 89,113
Yadkin Valley Bank 7126f2004 NIA 4,000 1,383
• ' Revised Flow per Permit Reduction.
Original Flows:
Legacy Village: 64,533
Live -Work: 6,912
Byers Creek: 123,373
Permitted Residential Subdivisions
Total Housing Units:
Permitted Commercial Row:
Remaining Commercial Flow
133
654,911
513,661
Facility
Permitted Flow Units Remaining
Sewer Permit Date Total Units (gpd) April 12008
W00032320 Ashtyn Creek Plat Map I 50 18,000 50
• Abberly Green Phil (eq units) 90 32,400 21
W0002456 Huntwyrk Place (Chester Oaks) 32 11,520 22
W0002312 Curtis Pond], II, in 604 • 121
• Curtis Pond 1V 301 108,360 124
W0002469 Cypress Landing TH 130 47,880 20
W0002329 Foxfield 183 • 124
WQ0031027 Emerald Green Village 58 13,440 43
W00029215 Hams Crossing Residential 8/24/005 101 36,360 97
Hampshires Phase 3 92 • 28
W0002415 High Ridge (TH) 50 18,000 46
WQ0029283 Lakeshore Hills 34 16,320 32
WQ0019295 Linwood Farm 337 14
W00018614 The Preserve Cc. Morrison Plantation 6/30/2000 65 59
WQ0031947 Northbridge Crossing 7/13/2007 115 41,400 115
W00030560 Oaks an Main Subdivision 107 37,440 104
WQ0029372 Pecan Hills 243 75,240 219
WQ0032023 Phase 1 Gravel Streets 3 1,200 3
W00032517 Phase 2 Gravel Streets 12/102007 5 1,680 5
W0002083 Station 115 [rH & Condo) 160 49,275 67
WQ002083 Water Oak 200 72,000 2
WQ0024800 Waterlynn 397 142,920 260
WQ0031847 Waterlynn Place 6/15/2007 194 69,840 194
W00031845 Watedynn Place (Private) (eq units) 6115f2007 230 82,640 230
W00030200 Wellesley East Subdivision 88 42,240 76
W00030437 Wellesley West Subdivision 113 37,800 107
W00031772 Wol5Ridge (Billy Nelson Property) 5/30/2007 5 1,800 3
W00030204 Woodburn Crossing 120 39,600 98

FORM WSCAS-I2/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Name
Professional Engineer Na
Thomas D. Graham, P.E.
Pr&"ect Name
Meadows at Coddle Creek
Chas, H. Sells, Inc.
128 Overhill Drive, Suite 105
Mooresville, NC 28117
Location River Waterbody Strea
ID Name of Waterbody' County Basin Index No,
Pond Farm pond Iredell Yadkin 18-17
UT
UT to Rocky River
Iredell Yadkin 1 -17
if unnamed, indicate "unnamed tributary to X", where X is the named wate
Waterbody
Classification
dy to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that r have diligently followed the Division's instructions
far 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-12/07
Paget of I

FORM WSCAS-12!07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Town of Mooresville
Professional Engineer Name nneerin Firm Name
Thomas D. Graham, P,E,
Chas, H, Sells, Inc.
128 Overhill Drive, Suite 105
Mooresville, NC 28117
Location River
ID Name of Waterbody' Coun Basin
Pond Farm pond Iredell Yadkin
UT UT to Rocky River Iredell Yadkin
Waterbody Stream Waterbody
Index No. Classification
13-17
7
I unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary Joins.
l certify that as a Registered Professional Engineer in the State of
North Carolina 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
Page of 1

MEADOWS AT CODDLE CREEK
PROJECT NARRATIVE
The Meadows at Coddle Creek project is located on both the west and east sides of NC 3,
north of the intersection of NC 3 and Rocky River Road in Mooresville, North Carolina.
The project will consist of 243 residences. The project will be built in multiple phases;
with the first phase having 142 residences, for which the allotted sewer capacity needed,
44,616 gallons per day, is being requested under this application. This flow is calculated
using a rate of 104 GPD for each bedroom; each residence will have 3 bedrooms. Also
included in this flow calculation is an amenity area that will have a flow of 312 GPD.

MEADOWS AT CODDLE CREEK
PROJECT NARRATIVE
The Meadows at Coddle Creek project is located on both the west and east sides of NC 3,
north of the intersection of NC 3 and Rocky River Road in Mooresville, North Carolina.
The project will consist of 243 residences. The project will be built in multiple phases;
with the first phase having 142 residences, for which the allotted sewer capacity needed,
44,616 gallons per day, is being requested under this application. This flow is calculated
using a rate of 104 GPD for each bedroom; each residence will have 3 bedrooms. Also
included in this flow calculation is an amenity area that will have a flow of 312 GPD.