WQ0033491_Regional Office Historical File Pre 2018 (2)

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 15, 2008
Mr. Steve Husemann, Town Manager
Town of Mooresville
PO Box 878
Mooresville, NC 28115
Subject: Permit No. WQ0033491
Brawley School Road Utility Relocations
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Husemann,
In accordance with your application received on October 6, 2008, we are forwarding herewith
Permit No. WQ0033491, dated October 15, 2008, to the Town of Mooresville for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
No ;Naturally
Mooresville Regional Office 610 East Center Ave., Suite 301
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
Paper •
Mooresville, NC 28115 Phone: [phone] Fax: [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer

Voice mail messages or faxed irifofmafibri is perrriissible, 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 11 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 15th day of October 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(24
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ003349!
3

USE THE TAB KEY TO MOVE FROM HELD TO FIELD!
Owner/Permittee:
la. Town of Mooresville
Full Legal ._. �,...,._.... �.____
Name (company, municipality, HOA, utility, etc.
1 b, Erskine Smith- Interim Town Manager
Signing Official Name and Title (Please review
lc.
ce
0 1ds
LL
? 1f.
z
0 1 h,
z
to this name
4a. Rocky River Wastewater Treatment Facili
Application Number:
(to be completed by DWO)
A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corp
PO Box 878
Mailing Address
North Carolina
State
704-662-3186
Telephone
704-662
Facsimile
2. Project (Facility) Information:
2a, ,Brawfey School Rd Utility Relocati
Brief Project Name (permit will refs
3, Contact Person:
3a. Allison Kraft / Ryan Rase- Town E gineers
Mooresville
City
1g, 28115
Zip Code
esrnith rr7ci.maoresv
E-mail
2b, Iredell
County Where Project
L/91
anon ❑ other (specify):
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-797-4066
Phone Number
Project
2. Owner is Public (skip to Item B(3))
2a. If private, applicant will be:
xisting permit) If f4lodi
akraft
E-mail
cation, Permit No.:
❑ Private (go to Item 2(a))
2b. If sold, facitliti
Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
us
moaresville.nceus
0
d by a (must choose one)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
Town of Mooresville _
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b NC0046728
Name of WWTF WWTF Permit No.
Town of Mooresville 5b. F'FM +24"
Owner of Downstream Sewer :Receiving Sewer Size':,
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
® Apartments/Condominiums
❑ Mobile Home Park
School
Restaurant
Office
Gravity
Force Main
Permit # of Downstream Sewer (Instruction E
❑ Retail (Stores, shopping centers)
Institution
❑ Hospital
El Church
El 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. 0 gallons per day
*Do not include future flows or previously permitted allocations
It the permitted flow is zero, indicate why:
❑l Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
Fr

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).
Flow is zero (0)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if nec
Size (inches)
8"
24"
Length (feet)
1917
2110
New Gravity or Additional
Force Main
Gravity
Force Main
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessa
Pump Station Location ID
NIA
(self chosen - as shown on plans/map for reference
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID
f chosen as shown on planslmap for re
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator MATS;
2 - portable generator wIMTS
Force Main Size Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
© Yes No If Yes, permit number of 2rcdd 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
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
*See attached letter correspondence from the Town of Mooresville stating the ability to clean 500 LF of sanitary sewer line.
ETA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings -- General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No N/A
Stormwater? ❑ Yes ❑ No N/A
15. Does this project include any high priority lines, (see 15A NCAC 02T ,0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These Pines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1a.
Owner/Permittee's Certification: (Sign
e of Signing Official and Project Name)
1, Erskine Smith , attest that this application 'forBrawley School Rd Utility Relocation has been reviewed
by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of this application
are not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
pe f/tiepop to $25, 000 *r violation.
Signing Official Signa
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI i IAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY,
ito TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z'
ate
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, R rgnW. t-faas PE , attest that this application for Brawtey School Rd Utility 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 Criterial
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 subrnittal package, inclusion of these materials
under my signature and seal signifies that 1 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 143-215.68, any person who knowingly
makes any false statement, mpresentatiion, 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. Ryan W Hager, P.E.
Professional Engineer Name
2b, W. K. Dickson & Co., Inc,.
Engineering Firm
2c. 401 4th Street SW Ste 201
Mailing Address
2d. Hickoy
City
2e. N.C. 2f. 28602
State Zip
2g. 828-327-6911 2h. 828-327-9164 2i. [e-mail]
Telephone Facsimile E-mail
FTA 12/07

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
(WSCAS-12/07)
FOR SEWER SYS 1'hMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are 'followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
http://h2o.enr.state.nc.us/percs/
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ If the entire project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the project is within 100 feet of any surface water
or wetlands, this form must be completed for the pertinent sections.
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA-12/07) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion of the project
area that is within 100 feet of a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12/07 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office.
✓ The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location iD's for each different
waterbody (where the sewer Line is within 100 feet of such waterbody) and corresponding
classifications should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: http:llwww.enr.state.nc.uslhtml/regionaloffices.html.
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS-12/07

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACH ENT
FOR SEWER SYSTEMS
A• ►licant N
Town of Mooresville
Professional Engineer Name
Location
ID
Ryan W. Hager, PE
Name of Waterbody1 County
UT of Reeds Creek Iredell
Name
Brawley School Rd Utility Relocations I4CDOT#R36338
Engineering Firm Name
River
Basin
Catawba
W.K. Dickson & Co., Inc.
rbody Stream
ndex No,
Waterbody
Classification
11-104-(2j WS-IV,B;CA
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 t 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-12/07
Page 1 of 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Narne: Town of Mooresville_
Project Name for which flow is being requested: j3rawley School Rd Utility Relocations
More than one F7SE-10/07 may be required for a single project if the owner oft& WWTP is not responsible for all
pump stations along the roue of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Rocky River Wastewater Treatment Facility
b. WWTP Facility Permit NC0046728
c. WWTP facility's permitted flow
d.. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent ofpermitted flow used
All flows are in MGD
Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Putrip Station Name
N/A
Approx, Capacity, 1VIGD .Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
cR5141"10 i'7714 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed. in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed avejSection1 an4Jkf6r which I am the responsible party. Signature of thisform indicates
accept- c T this watwaj4 flow. •
Sig
Date

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

For example:
On January .15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
The first Form FTSE-10/07 submitted after January.15, 2008 may have numbers like this:
c. _6.0 MGD •
d. = 0.5 MGD
e. = 2.7 MGD
f.=0.015.MGD
g. = 3.215 MGD
h.=53.6%
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h.=55.8%
Each subsequent. Form FTSE-10/07 will be updated in the same manner.
Section II
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section III
Form FTSE-10/07 must be signed by the appropriate official as per 15A NCAC 02T .0106.

Town of Mooresville
NORTH CAROLINA
August 11, 2008
NCDENR J WQ Division
Mooresville Regional Office
Non -Discharge Permitting Unit
610 East Center Avenue Suite 301
Mooresville, North Carolina 28115
OFFICE. OF THE To MANAGER
Re: Brawley School Road Utility Relocation
Compliance to Minimum Design Criteria for Gravity Sewer
Mooresville, North Carolina
WKD # 60486.00.H1 -1
Gentlemen:
This letter is to confirm the aforementioned project's compliance with North Carolina
Administrative Code 15A NCAC 02T .0305(i)(2) stating "the maximum separation between
manholes shall be 425 feet unless written documentation is submitted with the application
that the owner/authority has the capability to perform routine cleaning and maintenance on
the sewer at the specified manhole separation".
A portion of this important project involves the relocation of an 8-inch gravity sanitary sewer
line that crosses Interstate 77 north of the proposed Brawley School Road interchange. The
North Carolina Department of Transportation (NCDOT) requires that sewer manholes cannot
be placed inside the control access limits of the interstate. This forces the manhole separation
at the interstate crossing to be 567 feet. The Town of Mooresville has adequate equipment
and personnel to routinely clean 600 feet of sewer line with the proper accessibility to the
manholes.
POST OFFICE Box 878 • Ma.' REsvULF E. NORTH CAROLINA 28115 • PHONE: 704-663 • FAX: [phone]

We trust that the information provided sufficiently confirms that the Town of Mooresville is in
compliance with the aforementioned regulation. Please contact our office if there are any
questions.
Sincerely,
Town of Mooresville
'l /(
Erskine Smith
Interim Town Manager
cc: Mr. Ryan Rase - Town of Mooresville
Mr. Ryan Hager - WK Dickson
L/ 10418/Water Production Demands

EXISTING LAKE,,,,_
NORMAN REGIONAL
"PUMP STATION
PROPOSED 24"
FORCE MAIN
RELOCATIN
,mow:
EXISTING 24"
FORCE, MAIN
PROJECt NUMBER
Kei86.0O.CL
,wKICKSON
community infrastructure consultants
ewer, pcmrnit<dwq
231 16th AVENUE, NE
HICKORY, NC 28601
(82S) 327-6911
Office Localione:
North Carolina
South Carolina
Georgia
Florida
EXISTING 8"
SANITARY SEWER
EXISTING 20"
FORCE MAIN
PROPOSED 8"
SANITARY SEWER
RELOCATII
EXISTING 12"
SANITARY SEWER
EXISTING 18"
SANITARY SEWER`
EXISTING 8"
;.,SANITARY SEWER'—�
PROPOSED 8"i..
.SANITARY SEWER
RELOCATION
PROPOSED 24" b FORCE MAIN
RELOCATION`�i
BRAWLEY SCHOOL RD.
UTILITY RELOCATIONS
NCDOT# R3833B
USGS MOORESVILLE QUADRANGLE

Permit Number WQ0033491
Central Files: APS_ SVvP„
10/14/08
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee. browder
Permitted Flow
0
Facility
Facility Name
Brawley School Road Utility Relocations
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
lredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Mooresville Government - Municipal
Dates/Events
Orig Issue
10/15/08
Owner Affiliation
James Justice
Town Of Mooresville
Mooresville NC 281150878
App Received Draft Initiated
10/06/08
Scheduled
Issuance
Public Notice issue
10/15/08
Effective •Expiration
10./15/08
Regulated Activities Re . ues e•IRecei ed Events
Apartment complex
Church
Condominium
Restaurant
Retail
Stormwater collection
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

corn nunet intro tructure consultants
October 2, 2008
NCDENR I WQ Division
Mooresville Regional Office
Non -Discharge Permitting Unit
610 East Center Avenue Suite 301
Mooresville, North Carolina 28115
Re: Brawley School Road Utility Relocation
NCDOT R3833B
Fast Track Sewer Application
Mooresville, North Carolina.
WKD # 60486.00.HI -I
Gentlerr en:
We are submitting, on the behalf of the Town of Mooresville, the Fast -Track Application for 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.
lrri'
Ryan W. Hager, PE.
Enclosure
cc: Ryan Rase — Town of Mooresville
Corey Bousquet — NCDOT
COfNR SEWER, Vey+ R3.H$3B'V 20 Sep'& App Lettter.Mtoc

Fast Track Enoineerinq Certification
Permit No. WQ0033491
October 15, 2008
©wnerNVQCSr DTP PE
Steve Husemann, Town Manager Ryan Hager
Town of Mooresville WK Dickson & Co., Inc.
P© Box 878 401 4th Street SW Ste 201
Mooresville„ NC 25115 Hickory, NC 28602
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 thus project
Changes to the project should be clearly identified on the record drawings or in written su
modifications are required for any y changes,resulting in non-compliance with this permit
minimum design criteria,
ry form. Permit
tions or
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
fl Partial Final
I, ,yn/, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ([periodically, El weekly, full time) the construction of Brawley School Road Utility
Relocations, 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
61t 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.