WQ0023298_Regional Office Historical File Pre 2018

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 18, 2003
Mr. Paul Trotter, President
William Trotter Development Company
1515 Mockingbird Lane, Suite 900
Charlotte, North Carolina 28209
Subject: Permit No. WQ0023298
William Trotter Development Company
Foxfield Phase 2
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Trotter.
In accordance with your application received on November 17, 2003, we are forwarding
herewith Permit No. WQ0023298, dated November 18, 2003, to the William Trotter Development
Company 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This permit shall be effective from the date of issuance until rescinded, and shall be subject to the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 Permiee.
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 Pemiittee'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
919 N. Main Street, Mooresville, NC 28115
Internet http:llh2o.enr.state.nc.usl
Telephone [phone] Fax [phone]
NCDENR
DENR Customer Service Center
Telephone [phone]

• Mr. Paul Trotter
Page 2
November 18, 2003
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 William Trotter Development Company for the construction and operation of
approximately 4,242 linear feet of 8-inch gravity sewer to serve 161 three -bedroom units as part of the
Foxfieid Phase 2 project, and the discharge of 57,960 gallons per day of collected domestic wastewater
into the Town of Mooresville's Rocky River WWTP (NPDES No. NC0046728) existing sewerage
system, pursuant to the application received November 17, 2003 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.
This permit shall become voidable unless the agreement between the William Trotter
Development Company and the Town of Mooresville for collection and final treatment of wastewater is
in full force and effect.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
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 Sonja Williams at (704)
663-1699.
Sincerely,
,v R-Ss
for Alan W. Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Water Quality Section (VWVTF Permit No. NC0046728)
Steven Wilson, DPR Associates, Inc.
Water Quality Central Files
NDPU Files

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 NCAG 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 prior to January 1, 2004 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 §143-215.1 C.

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 Permiftee, 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy, of .the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of .this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed .in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified; you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed.' . A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design ' calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC.27699-161.7.
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 Feiiruary _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 shallnot 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.

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4. ' The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of
the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and we:fare.for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed
parties hereto on the day and year written as indicated by
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Recz
Alan W. Kim , P.E.,
Division of Water Qtinlity
) 1 / / 2003
(Date)
in duplicate originals by the duly authorized representative of the
each of the parties named below::,_
TheWilliam Trotter k42 d"tiQ /13r C9
Name of DEVELOPE
(Signature)
Paul Trotter, President
P ' t Name aqd Title
(Date)

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Full Legal Name (company,
1b. Paul Trotter, President
Application Number:
(to be completed by OWQ) Vim'
Signing Official Name and Tit (Please revi
The legal entity who will own this system
0 Individual 0Federal 0 Municipality 0 State/County 0
d, 1515 Mockingbird Ln„ Suite 900
Street Address
f. NC_
State
lh (704)525_1783
Telephone
Project (Facility)
Foxfield-Phase 2
Brief Project Name (per
Contact Person:
[phone]
Facsimile
0
name)
a. STEVEN S. WILSON, PE
Name and Affiliation of Someone Who Can Answe
b, 704-3321204
Phone Number
Project is dNew
5A NCAC 2H .02t38(b) for authorized signing officials!)
Priv
to Partnership Corporation 0Other (specify).
le. Charlotte
City
1g. 28209
Zip Code
E-mail
12b. Iredell
County
ocated
uestions About this Application
0 Modification (of an existing permit)
SSWILSON atDPRASSOCIATES.NET
E-mail
f Modification, Permit No
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, 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.
Owner is 0 Public (skip to Item 8(3)) E'Private (go to Item 2(a))
a. if private, applicant will be: b, If sold, facilities owned by a (must choose one
0 Retaining Ownership (i.e. store, church, single office, etc.) or
D Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Msresvill
Owner of Wastewa
Rocky JRiver WWTP
er Treatment Facility (WWTF
Name of WWTF
Town of Mooresville
Owner of Downstream Sewer
The origin of this wastewater is
t Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
© School
0 Restaurant
0 Office
© Public Utility (Instruction Ili)
('Homeowner Assoc./Developer (Instruction IV)
astewater From This Project
4b NC0046728
8"
Receiving Sewer Size
k all that apply):
Car Wash
O Institution
O Hospital
0 Church
O Nursing Home
0 Other (specify):
WWTF Permit No.
WQ
Permit Number of Downstream Sewer (if known
. Volume of wastewater to be_permitted in this project 57,960 gallons per day
100 % Domestic/Commercial
% Industrial
% Other (specify):
. If the permitted flow is zero, indicate why.
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
( Flow has already been allocated in Permit No,.
0 Rehabilitation or replacement of existing sewer with no new flow expected

T-TRACK APPLICATION for GRAVITY SEWERS, ELMP STATIONS, AND FORCE MASS
PAGE 4
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(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
161 UNITS X 36OGPD / UNIT = 57,960 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
4,242
NTER TOTAL LINE LENGTH IN MILES
ummary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
self chosen - as shown on Design Flo
plans for cross-reference) (MGD)
Operational Point
GPM TDH
Does the sewer system comply with the Minimum Design Crit
Mains (latest version), the Gravity Sewer Minimum Design Criten
Yes ❑ No If no, please reference the pertinent minimu
variance is requested:
Gravity or Force Main
(use the pull down menu)
GRAVITY
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wttelemetry, 4-wet well storage)
the Fast Track Permitting of Pump Stations and Force
test version) and 15A NCAC 2H .0200 as applicable?
design criteria or regulation and indicate why a
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Have the following perroitslcertifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? gi Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? E. Yes ❑ No ❑ N/A
Stormwater' Yes ❑ No ❑ N/A
Prnmmn -

PIIIIFIF-
T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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 Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream C[assification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ 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
map for cross-reference)
Name of
Waterbody
SITE West Branch Rocky River
County
Irede[I
tf)
.Z
a
River Basin
Yadkin
Waterbody Stream
Index
Waterbody
Classification
13-17-3
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
. Applicant's Certification:
I, Paul Trotter, attest that this application for Foxfield-Phase 2 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 penalties up to $25,000 per
violatton.
la.
Signing fficial Signature
2. Professional Engineer's Certification:
1l 131°3
Date
I attest that this application for Foxfield- Phase 2 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 $10, 000 as well as civil
penalties up to $25, 000 per violation.
2a. STEVEN S. WILSON
Professional Engineer Name
2b. DPR ASSOCIATES, INC.
Engineering Firm
2c. 420 HAWTHORNE LANE
Address
2d. CHARLOTTE
City
2e. NC
State
2f. 28204
Zip
2g. 704-332-1204 2h. 704-332-1210 2i. [e-mail]
Telephone
Facsimile
E-mail
6'oetStiPSOPd200_
0LOd0 CARot ,,Ap3BPg
.. w it AL p ..
N.
a. 3 L
ao n is:• �•.r Q4,,
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°4 fo.3
Seal, Signature & Date
FTA n irl'2 _1 , 1 rEA/C

11/17/03
Permit Number WQ0023298
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
57960
Facility
Status ProJect Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Foxfield Phase 2
Location Address
Owner
MalorlMlnor
Minor
Region
Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name
William Trotter Development Company
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Paul Trotter
1515 Mockingbird Ln Ste 9
Charlotte NC 28209
Scheduled
Orip Issue App Received Draft Initiated Issuance
11/17/03
Regulated Activities
Public Notice issue Effective
11/16 / V3
Requested/Received Events
Apartment complex
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class Subbasin

TOWN OF
MOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
October 9t, 2003
DPR Associates
Mr. Scott Woodward
420 Hawthorne Ln.
Charlotte, NC 28204 -
o*�
M a o4,, - rek Slocum, El
RIVCIERVIE4ii
Engineer
wn of Mooresville
es vi OA'
Re: Foxfield Subdivision Phase 11 Flow Acceptance Letter
Scott:
OCT 2003 P. O. Box 878
Mooresville, NC 28115
DPR ASSOCIATES [phone]
Fax [phone]
The Mooresville Town Board had previously:approved the above -referenced residential
development and agreed to provide potable water service to and accept the sewer flow
from the Foxfield subdivision phase II. The Town of Mooresville Water System
Management Plan was submitted approximately July 30, 2000, was approved and
assigned WSMP No. 00-01958. Mooresville's Water Filter Plant PWS ID# is 01-49-015.
Both 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 development's expected input into the WWTP is 57,960 gpd.
It is -your responsibility, as the engineer of record, to, certify to the•.State that construction has
been -completed 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
utility lines into the Town's system: Two reproducible-(mylar) copies of the "As -Built"
drawings along with your engineer's certification should be submitted to this office prior to
acceptance by the Town.
We look forvvard to working with you on this project. Call me at [phone] if you have
questions.
Sin
erek Slocum, El
Civil Engineer
CC: Wilce Martin, Utilities Director

story rvames
uupJrwwwscctcLAILysWau.uc.LW/ LAJI nuv1.0., nwa u.p.Gap . a,• -ram
NC
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PO Box 29622 Raleigh. NC 27626-0022 [phone]
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Trotter, Paul H
1515 Mockingbird Lane
Suite 900
Charlotte NC 28209
1515 Mockingbird Lane
Suite 900
Charlotte NC 28209
No Address
1515 Mockingbird Ln Ste
Charlotte NC 28209-3292
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11/17/2003 2:48 PM

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DIIP;2
APR ASSOCIATES, INC.
Landscape Architects
Planners & Engineers
' ®P
RA
IL MJ ULLrum
DESIGN • RAMMING • RESEARCH 420 Hawthorne Lane
Ph. 704/332-1204
Fax [phone]
Charlotte, NC 28204
TO i\lCPE f K. Pi .c1ker Qua,lify
R i0a,1 c ider
Main s1-,
t4 es'fjIteji C. �v41S
WE ARE SENDING YOU 'Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints
D Plans
DATE ly1 o
JOBNO/051 .(/
!4
ATTENTIONS r a. _ tW it � tt a S
1
RE: J1
b)c-p et d
-Phasse2_
Ma,
❑ Samples
the following items:
❑ Specifications
0 Copy of letter ❑ Change order 0
COPIES
DATE
NO.
DESCRIPTION
2
APp —NO 0oeit5-te i i can))
3
Off r-ail. n,,
,
ye,N)ent Dori n&l, 2 copies)
1
.S
400 Revi e at Fee.
2,
f on/03
Plot,' Leer
1
23.5 Y ti a D iolc - -tP°n caph<<--- p
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
O Returned for corrections
❑ Resubmit
O Submit
O Return
copies for approval
copies for distribution
corrected prints
❑ For review and comment 0
❑ FOR BIDS DUE 0 'PRINTS RETURNED AFTER LOAN TO US
REMARKS
--
COPY TO
SIGNED.
If enclosures are not as noted, kindly notify us at once.

§kwaysm,

Fast Track Engineering Certification
Perrnit No. WQ0023298
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profije views of sewer fines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curva; 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 he 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 desian criteria,
ENGINEER'S CERTIFICATION
X Partial EFinal
Hy V. Nguyen, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized zo observe (X periodically, Lil weekly, El full time) the construction of the Foxfield Phase 2 project,
Mooresville, NC, This includes 1,085 IL:F„ +/- of 8" gravity sewer serving 21 lots not previously certified. The sexier
lines are along East Waterlyn Rd, and Hardison Place, This sewer serves lots 44 through 50 and lots 174 throti-3h
183.
I nereby state that, based on a final inspection to the best of my abilities, due care and diligence was used in the
teiservation 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 Duality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable, the Division's Minimum Design Criteria for the Fast -Track
Pe-mitting 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:
\Not ri
• * S S .'4.-7;-`1,;.,;
SEAL
030523
,41G I N
SEND THIS FORM & SUPPORTING DOCUMENTATiON
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
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 action.
`;-;', 1 999 Projects\9905 \Documents 2008\ WQ0023298 Foxti1d Phase 2Certificatiochdoc