WQ0030361_Regional Office Historical File Pre 2018

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 8, 2006
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115
Subject: Permit No. WQ0030361
Caldwell Ave. Relocation
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Justice:
In accordance with your application received on May 16, 2006, we are forwarding herewith
Permit No. WQ0030361 dated June 8, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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
collectioh facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncwaterguality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
No ° hCarolina
Vatura!!j

111111PrJames Justice
Page 2
June 8, 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 451 linear feet
of 8-inch gravity sewer as part of the Caldwell Ave. Relocation project, and the discharge of 0 gallons
per day of collected domestic wastewater into the Town of Mooresville's existing sewerage system,
pursuant to the application received May 16, 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 VVVVTP (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,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0046728)
Daniel Shabeldeen, WK Dickson & Co., Inc.
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 shalt 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 21- .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 feast 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 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 8th day of June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klim P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030361
3

pIPPr7
Fast Track Engineering Certification
Town of Mooresville
Permit No. WQ0030361
June 8, 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 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 El Final
1, , 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 Caldwell Ave.
Relocation project, Iredell County 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
06/07/06
Permit Number WQ0030361 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
0
facility
Facility Name •
Caldwell Ave. Relocation
Location Address
Owner
Permit Classification
Individual
Permit Contact Affiliation
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
DateslEvents
NC 281150878
Orig Issue
App Received Draft Initiated
05/16/06
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Re. uestedlReceived Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

VUSECK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application N
Number:
(to be completed by DWQ)
i1. Owner:
1a. Town of Mooresville
goo?)
PAGE 3
Z Full Legal Name (company, municipality, HOA, utility, etc.)
0, 1 b. James E. Justice, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2 1e. The legal entity who will own this system is:
w ❑ Individual 0 Federal ® Municipality ❑ State/County 0 Private Partnership ❑ Corporation 0 Other (specify):
O !id. P.O. Box 878 le. Mooresville
z Mailing Address City
!If. North Carolina 1g. 28115
Z State Zip Code
• 1 h. [phone] it i. [phone]
d" € Telephone l Facsimile E-mail
.
1j. [e-mail]
U_ 2. Project (Facility) Information:
J 2a. Caldwell Ave. SyRelocation 12b. lredell
C' ` Brief Project N e (permit will refer to this name) I County Where Project is Located
<!3. Contact Person:
3a. Derek Slocum- Town Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
Phone Number
3c. [e-mail]
E-mail
11. Project is ® New 0 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
Z ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
O 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
�- 3. Town of Mooresville
IY
0.
Iu-
Z
j Owner of Wastewater Treatment Facility (W TF) Treating Wastewater From This Project
4a. Rocky River Wastewater Treatment Facility
Name of WWTF
4b. NC0046728
j WWTF Permit No.
5a. Town of Mooresville 5b. 8"
Owner of Downstream Sewer Receiving Sewer Size
® Gravity
0 Force Main
15c. WQ0013196
Permit Number of Downstream Sewer (if known)
I-- 6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
% Industrial
Other (specify):
. Volume of wastewater to be allocated for this particular project: 0 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ interceptor Line - 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
FTA 117/f11 - PPv "A nn/115

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
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(I)(3).
Flow is zero (0)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
_._. ._..._..._.._._.....__....._.—... ......_.....
Size (inches)
I_.
Length (feet) Gravity or Force Main
(use the pull down menu)
8"
451 I Gravity
J
I
ENTER TOTAL LINE LENGTH IN MILES
0.085
11. Summary of Pump Stations
Location ID
(self chosen - as shown on
_..,., plans for
to be Permitted (attach additional sheets
Design Flow ; Operational Point
(MGD) GPM @ 7DH
_
as necessary)
Power Reliability Option
(1- dual line feed; 2- permanent generatorw!ATS; 3-
portable generator wltelemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
►i Yes • No if no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes.
These-lines_will be_consideted_bloh_Driority_and_musib.e_checked once_everv_six.months
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept installed lines more than 10% fatter than
corrected prior to submitting the final engineering certification..
�l Yes 0 No ❑ N/A
■ Yes ■ No 1/ N/A
■ Yes ■ No ® N/A
■
slopes? El
the minimum slope. Lines installed outside this tolerance should be
FTA f17/M - RPv 7 n4/fly

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
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1. Use the Division's guidance
(FAST -TRACK SEWER
necessary). This document
regional office (see instructions
document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
is available from our web site or by contacting the appropriate Division of Water Quality
for addresses) OR indicate the following: _._.-.....------._.........-.--—....................-.-.........._....-.........._....--....,. _......._-....
is not needed because all parts of the project are at least 100 feet away from any down slope
• A Stream Classification
AND,
is not needed because the design does not depend on wet well storage as a power reliability
station near a Class C down slope waterbody.
■ A Stream Classification
option for any pump
Location ID on Map
(self chosen - as shown on I Name of
map for cross-reference) Waterbody j County
River Basin
Waterbody Stream
Index
Waterbody
Classification
USGS Quad Map -Longview UT of Reed's Creeki Iredell
Catawba
11-104-(1)
WS-IV,B
Mooresville
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
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1. Applicant's Certification:
1, James E. Justice, attest that this application for Caldwell Ave. Sewer Relocation
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 am 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, 000 per violation.
la. M.t,(P6
Signing Official Signature Date
2. Professional Engineer's ification:
/ attest that this application for Caldwell Ave. Sewer Relocation 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 potions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that!
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. Daniel Shabeldeen, PE.
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Professional Engineer Name
2b. WK Dickson & Co., Inc.
1 :
_;
41001,
Engineering Firm
2c. 401 4th St. SW Suite 201
Mailing Address / .
,2d. Hickory 2e. NC 21f. 28602 S7
City State I Zip l0"lb
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PROPOSED CREEK
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1 fKt, +K 1000 Not
CALDWELL AVE. EMERGENCY SANITARY SEWER
U.S.G.S. LOCATION MAP
MOORESVILLE, NORTH CAROLINA

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crommunity infrastructure consultants
May 10, 2006
NCIDENR tiVQ Division
Mooresville Regional Office
Non -Discharge Permittingn t
610 East Center Aven Lie State 301
Mooresville„ North Carolina .28115
Re: Caldwell Ave. Sewer Relocation
Fast Track Sewer Application
Mooresville, NC
\WKD 60144.0011H
Gentlemen:
• •'••••••:••••"...'''''4:k.
trtt1,41 ;T '
lt4titritot t
We are submitting, on the behalf of the Town of Mooresville, the Fast -Track Application f or the
referenced project. Enclosed are two copies of the executed application form, color vicinity map and
application fee, Please contact our office if there are any questions.
Sincerely,
W. K. Dickson & Co, Inc.
Ryan VV. Plager, PE
Enclosure
co: Mr, Derek Slocurn - Town of Mooresville
\Prol•Kismooresvate601 440.01•MocomePts 1.„.„APIxovaMErnerEency :Sewer \ NCDENR Sewer:%601 44 • NCDENR •SevOr 11010 05 00640C.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
June 4, 2007
Town of Mooresville
P.O. Box 878
Mooresville, North Carolina 28115
Attn: Jamie Justice, Town Manager
SUBJECT: Caldwell Ave. Relocation.
Permit No. WQ0030361
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on May 24, 2007. 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://h2o.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,
c/o, 'Robert Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Ryan Hager, WK Dickson
Surface Water Protection Section Central Files (certification page only)
One Pretreatment, Emergency Response and Collection Systems Unit Internet http:/1h2o.enr,nc.state.uslndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

FS�
t Track En ineerin • Certification
Town of Mooresville
Permit No. WQ0030361
June 8, 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 anv 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
11 `` ❑ Partial []'Final .
l?'/4 J W /443 ER- , 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 Caldwell Ave.
Relocation project, lredell County 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:
, �0F ?�
SE mil'
//1/ f i I l PG\\\5'
Ili
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
F IOORESVILLE 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.

c a urrrunity trtrz siructu c nsut nts
May ? ,, 2007
North Carolina E)c partnnt of Envirus! ent & Natural Reset rr :es
wAooresvidie Regional Office
Surface Water Prratection
610 East Center ,venue, Su to 301
Mooresville, N.C. 28115
RE: Caldwell Ave. Emergency Sanitary Sewer Relocation
Engineer's Certification and Record Drawings
Town of Mooresville
Pernait o.: AA/Q(1030361
WKD No :60144.00.HI-A
To thorn It MayConcern:
n behalf of the To of Mooresville we are submitting one ofay of th aforera entiont
record drawings and the Fast Track Engineering ertin' anon Form.
pr
ect
If you have any quest 'ioras or require aciclitional infornatican, please o not hesitate to call,
irrcerely,
W.K. DICKSON ., INC.
Ryan W. Mager, PE
Erick. ores
cc: Derek: to urrr - Town of tvtc r
sUl rlwaRI
d Record Owg 052 207,doc