WQ0030204_Regional Office Historical File Pre 2018

lvEichael Fr Easley, Governor
Witliant G. Ross ,#r, Secretary
ironmentlind Natural. Resources
Alan W. Khmek, P.E, Director
Division of Water Quality
May 5, 2006
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115
Subject: Permit No, WQ0030244
Woodburn Crossing
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Justice:
In accordance with your application received on April 11, 2006, we are forwarding herewith
Permit No. WQ0036264 dated May 5, 2006, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2H .0227 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 2H ,0200 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.
Mooresville Regional Office 610 East Centcc A e.„ S it 01 htor res „ille.
lntemet: www_newaterquality_orq Customer Ser ice- 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50°% Recycled/10% Post Consumer Paper
Phone; (704) 663•d6Ek1 Fax: [phone]
Ni thCarnlina
rralli/

Mr. James Justice
Page 2
May 5, 2006
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 to the Town of Mooresville for the construction and operation of approximately 2,676 linear feet
of 8-inch gravity sewer as part of the Woodburn Crossing project, and the discharge of 39,600 gallons
per day of collected domestic wastewater into the Town of Mooresville's existing sewerage system,
pursuant to the application received April 11, 2006, and in conformity with 15A NCAC 2H .0200; 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 No. NC0046728) prior to being discharged into the receiving
stream.
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.
Sincerely,
,2 .
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WVVfP Permit No. NC0046728)
Wesley Sherrill, Site Solutions
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 (Le.
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 2H .0220, 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 2H .0200; 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 1 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 5ch day of May 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek,i-P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030204
3

Fast Track Engineering Certification
Permit No. WQ0030204
May 5, 2006
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 uhtil 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 the Woodburn Crossing,
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 2H .0200; 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.

Central Files: APS SWP
05/04/06
Permit Number WQ0030204 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
39600
Facility
Facility Name
Woodburn Crossing
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, Manager Town
PO Box 878
Mooresville
Dates/Events
NC 281160878
Scheduled
Orig issue App Received Draft Initiated Issuance
04/11/06
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Apartment complex
Condominium
Subdivision
Wastewater collection
Outfail NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
I USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: 3.�'?
(to be completed by DWQ) 62-014-
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i1. Owner:
la. The Town of Mooresville
Full Legal Name (company, municipality,
HOA, utility, etc.)
lib. James E. Justice, Town Manager
Si nm Official NameandTitle
Signing
alc. The legal entity who will own this
(Please.0206(b)authorized
system
review 15A
is:
ile.
ilg.
11j.
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2b.
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for signing officials!)
■ Individual ■ Federal ® Municipality
■ State/County. ■ Private
Partnership ►li Corporation R Other (specify):
Mooresville
:Id. PO Box 878
I Mailing Address
jif. North Carolina
City
28115
ii State
[1h. 704-663-3800 11. 704-662-7039
Zip Code
Facsimile
2. Project (Facility) Information
2a. Woodburn Crossing
E-mail
Iredell
Brief Project Name (permit will refer to this name)
County Where Project is Located —
13. Contact Person:
q
3a. Phillip E. Hobbs, ASLA with Site Solutions
Name and Affiliation of Someone Who Can Answer Questions About
3b. 704-521-9880
;3c.
I
this Application
[e-mail]
Phone Number
E-mail
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(of an existing permit) If Modification, Permit No.:
€1. Project is ►i New ❑ Modification
I For modifications, attach a separate
phase, changing line size/length,
1 duplicate project information in
sheet clearly explaining the reason for the modification (i.e. adding another
etc.). Only Include the modified information in this permit application - do not
B(7) and B(10-11) that has already been included in the original permit.
B(3)) 0 Private (go to Item 2(a))
2. Owner is ►1 Public (skip to Item
2a. If private, applicant will be:
church, single office, etc.) or
etc. - skip to Item B(3))
etc. - go to Item B(2b))
2b.
If sold, facilities owned by a (must choose one
■ Retaining Ownership (i.e. store,
• Public Utility (Instruction III)
! ■ Leasing units (lots, townhomes,
• Homeowner Assoc./Developer (Instruction IV)
r Selling units (lots, townhomes,
3. Town of Mooresville
1 Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River WWTF 4b. NC0046728
Name of WWTF
Main
; WWTF Permit No.
5a. Town of Mooresvile
5b. • Gravity
5c. Unknown
Owner of Downstream Sewer
Receiving Sewer Size ❑ Force
Permit Number of Downstream Sewer (if known)
. The origin of this wastewater is (check all that apply):
100 % Domestic/Commercial
►.? Residential Subdivision
• Car Wash
►Zi Apartments/Condominiums
■ Mobile Home Park
❑ institution
0 Hospital
% Industrial
■ School
• Church
IN Restaurant
• Nursing Home
% Other eci s
(specify):
IN Office
• Other (specify):
7. Volume of wastewater to be allocated
for this particular project:
allocations
39,600 gallons per day
*Do not include previously permitted
8. If the permitted flow is zero, indicate
be permitted
in
of existing
why:
in subsequent
Permit No.
permits that connect to this line
new flow expected
• Interceptor Line - Flow will
❑ Flow has already been allocated
• Rehabilitation or replacement
sewer with no
TT• fl1 inn A fAt

plirPPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
•
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
Based on an NCDENR flow rate requirement of 120 gpd per bedroom and 330 bedrooms, this project will produce
approximately 39,600 gpd.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" DIP 2676 If
Gravity or Force Main
(use the pull down menu)
ENTER TOTAL LINE LENGTH IN MILES 0.5068
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
O I Location ID
H 1 (self chosen - as shown on Design Flow Operational Point
Q plans for cross reference) (MGD) GPM @ TDH
2
CC
0
LL
Z
H
12. Does the y ......... ................ ..... .. with the Minimum Design Criteria ............. ............_.. _ ...... _... _...... .. __..._..._..__..
sewer"s stem complya for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
X Yes 0 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
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator wltelemetry; 4-wet well storage)
i13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ NIA
14. Does this project involve aerial lines or siphons?
These lines will be considered high priority and must be checked once every six months
TT 4 An HN9 T . .'1 A A 1/4 r

CK APPLICATION for GRAVITY S ERS, PUMP STATIONS, AND FORCE 1i4AINS PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/tt3
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of WaterQuality
regional office (see instructions for addresses) OR indicate the following:
© A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Project Location Reeds Creek Iredell Catawba 11-104(1) WS-IV B
Applican
Submit the 8.5" x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is providedl
Certification:
1, James E. Justice, Town Manager, attest that this application for Woodburn Crossing has been reviewed by me and is
accurate and complete to the best of my knowledge, l 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 well as civil penalties up to
$25, 00© per violation.
1 a.
Signing Official Sig
2. Professional Engine
ion:
Date
1 attest that this application for Woodburn Crossing 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 certain portions of this submittal package may
have been developed by other professionals, 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 $1 0,000 as
well as civil penalties up to $25,000 per violation.
2a. Wesley E. Sherrill
Professional Engineer Name
2b, Site Solutions
Engineering Firm
2c. 2320 West Morehead St
Mailing Address
2d, Charlotte 2e. NC 2f. 28208
City State Zip
2g, 704-521-9850
Telephone
2h. 704-521-8955 2i. [e-mail]
Facsimile E-mail

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TOPO! map panted on 03/28/06 from "North Car©lina.tpo" and "untitdr d.tpg°'
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rn TOPO! 82

03-24-' 06 09:08 FROM-
T-247 P001/00:1 F-415
TOWN OF
111O0RESVI1.LE
PL NN
ENGINEERING
DEPARTMENT
March 24, 2006
Site Solutions
Mr. Phillip Hobbs
2320 West Morehead St.
Charlotte, NC 28208
Re: Woodburn Crossing Subd Flow Acceptance Letter -Hwy 150 & Iredell Ave.
Mr. Hobbs:
Derek Slocum, E!
Civil Engineer
Tow of Mooresville
P. O. Box 573
Mooresville, NC 26115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced project and agreed to
provide potable water service to and accept the sewer flow firm the proposed residential toroth.
The Town of Mooresville's Viiater System Management Plan submitted approximately July 30,
2000, was approved and assigned WSMP No. 00-01958. Mooresville's Water Filter Plant PWS
ID# is 01-49-015. Barth water and sewer systems are owned and maintained by the Town of
Mooresville. Wastewater will be treated by the Town of Mooresville's Rocky River WWTP, NPDES
Permit No. NC0046728. This profit's tweeted input into the WWTP is 39,600 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction has been
completed in accordance with the approved plans and specs. The Town will conduct periodic
inspections during construction and will hold a final inspection prior to accepting the waterlines and
sanitary sewer system into the Town's gfstem. Two reproducible (mylar) copies of the "As -Built"
drawings, on CD (compact disc) format, Mang with your engineer's certification are required to be
submitted to this office prior to acceptance by the Town Of Mooresville.
We took forward to working with you on this project Call me at [phone] if you have
questions.
Sincerely,
Derek Slocum, El
Civil Engineer

Pa
Elaine P Marsha
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TOPO map punted on O3/28/06 from "North Carolina_tpo" and "Untili:Ci.tpg''
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OF WATER^ Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
February 6, 2008
James Justice, Town Manager
Town of Mooresville
P.O. Box 878
Mooresville, North Carolina 28115
SUBJECT: Woodburn Crossing
Permit No. WQ0030204
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on January 4, 2008. A
full review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http:/Jh2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely,
kl 3 Robert Krebs
0 Surface Water Protection Regional Supervisor
Enclosure
Cc: Wesley Sherrill, Site Solutions
Surface Water Protection Section Central Files (certification page only)
North Carolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet httpilh2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
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Fast Track Engineering Certification
Permit No. WQ0030204
May 5, 2006
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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.
I, 1/101-7
been authorized to observe (periodically, ❑ weekly, ['full time) the construction of the Woodburn Crossing,
an lredell 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 2H .0200; 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.
ENGINEER'S CERTIFICATION
❑ Partial Final
51tEralCC_ , as a duly registered Professional Engineer in the State of North Carolina, having
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.