WQ0038719_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
September 22, 2016
Robert Jackson, Director of Construction and Facilities Use
Iredell-Statesville Board of Education
350 Old Murdock Road
Troutman, NC 28166
Dear Mr. Jackson:
RORY
Ct'tf'✓R"P'PBe. r
DONALD R. VAN DER VAART
atie[:n.'Fr,ry
S. JAY ZIMMERMAN
nireclor
Subject: Permit No. WQ0038719
Iredell-Statesville Board of Education
Additions and Renovations to the North Iredell
High School
Wastewater Collection System Extension Permit
Irede-il County
In accordance with your application received September 6, 2016 and additional information received
September 19, 2016, we are forwarding herewith Permit No. WQ0038719 dated September 22, 2016, to
Iredell-Statesville Board of Education (Permittee) for the construction and operation upon certification 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable, a request must be made and
approved.
Cond
on
.4: 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.
It shall be the responsibility of the Permittee 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.
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.
State of North arolirta '
Mooresville Regional
onmental Quality ! Water Resturaus Water ti
610 East Center Avenue, Suite 301 11r3©oresri
704 663 1699
ty Regional Jpemtions
North Carolina 28115

�U ������ �������^���` ���������� ����%��� u�U����
~"~~. ° =.~"�""..�o v�� PERMIT ~~���o�v,~�oo.�u~.
lredeU Ule Board of Education is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the |redeU-Statesville Board of
Education North |nadeU High School Wastewater Treatment Plant inaccordance with Permit Number
NCUO37371.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design [riteriafortheFast-TrackPenni11ingnfPumpStationsand
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based an 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
|. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 10,224GPD, shall be made tributary to the subject
sewer system until anapplication for permit modification for anincrease in flow has been submitted
toand approved bvthe Division. (15ANCAC bD I ,
111.STANDARD CONDITIONS
1. This permit isnot transferable, |mthe event there isadesire for the wastewater collection facilities
to change ownership, or there is a name change of the Pemmhtee, a hmnna| permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may beappropriate. The approval ofthis request shall bcconsidered on its
merits and may o,may not beapproved, [1SANCACOZT.Q1O4;G.S143'21S.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A N[AC 2T: the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Past -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein, [15A NCAC 02T.0110)
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. (15A NCAC 02T M10]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Penuitteeshall maintain compliance with anindividual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC %T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T.0108(b)]:
`
Page 4 of 8

I
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year..
g. 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.
h. A Grease Control Program is in place as.follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows..
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
J.
Documentation shall be kept for Subparagraphs (a) through (1) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit f a ilure, due tnknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.; or
b, Any 55Qand/or spill over 1,O[X]gallons; nr
c Any S8Oand/or spill, regardless nfvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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(800) 858-0368or/919\ 733-330}.
Persons reporting any ofthe above occurrences shall file e spill report bycompleting and submitting
Part | of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This reportmustoutline the actions taken urproposed tobetaken to
ensure that the problem does not recur. Part UofForm CS'55O(or the most current Division approved
fnrrn) can also he completed to show that the 3SO was beyond control. [G.8. 143'215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service bvthe existing utilities nor result inanoverflow mrbypass discharge qfwastewater
tnthe surface waters ofthe State. (15AN[AC82T.8108(b)]
7. 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 tothe address provided onthe form. Acomplete certification isone where the form |s
fully executed and the supporting documents are provided asapplicable. 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.
if the permit ksissued to a private entity with onOperational Agreement, then acopy oYthe Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy ofthe project construotionreronddravvwgs(p\am&profUeviev* nfsewer lines &force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans urondigital media (CD orDVDdisk) and are defined aothe design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b` One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability toflush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframnes,shall beprovided.
c, Changes to the project that donot result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
inthe space provided, nr\nwritten summary form.
Page 6of8

I
Prior to Certification (Final or Partial): Permit modifications are requiredfor any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable. solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained an file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T..0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
8rede|l-StatemiDeBoard nfEducation
VV[k00]8719
Additions and Renovations tothe North |redeQHigh School
September 22'2016
This project shall not be considered complete nor allowed to operate inaccordance with Condition 7of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pemmittee to
appropriate enforcement actions. The Permn<t1ee is responsible for tracking ail partial certifications up
until a final certification is received. A Final Certification sha|| be a complete set of record drawings and
design ca|cu|atinnnrmgunJ|essofwxbatherpartia|shavebe�wxubmitted.
PERM[TTEE°S CERTIFICATION
|, the undersigned agent for the PenoitKee hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Pernm\ttee, and the PernnUttee is prepared to operate 0. maintain
the wastewater collection system permitted herein mrportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
|, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe d | periodically, [] wmekk\F1 full dmn\ the construction of the
project name and location as referenced above for the above 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 02l; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996,asapplicable; 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 w/signature & date.
n Final [_ Partial (include description)
CertificationComments/Qualifiers if
�
`
atai"ofNorth Carolina |Environmental Quality | Water Resources |Water Quality Regional Operations
Mooremlle Regional offioelamEast nent=Avenue, Suite m1|Mooresville, North Carolina zmn
rmmaa99

ww
DIvisfon, of WAter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1.5A NCAC 02T .0300 — FAST 'CRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:'' S'71
(to be complek-d by DWR.)
All items must be completed or the application vill be returned
I.. APPLICANT INFORMATION:
1.
F)L
Applicant's name: Iredell-Statesville Board at' Education cot pany, municipality, 110A, utility', etc.)
Applicant type:
Individual El Corporation
El General Partnership Ej Privately -Owned Public 'Utility
Ej Federal E State/County El Municipal
3, Signature authority's name: Rohcrt Jacksoii. per 15A NCAC 02T ,01 06,0j
Title: .Director of Construction and Facilities Use
4. Applicant's mailing address: 350 Old. Murdock Road
City: Troutman State: NC Zip: '28166-
5, Applicant's contact information:
Phone number: [phone] Email Address: rjacksoniiijiss.k12.nc.us
11 PROJECT INFORMATION:
1. Project name: Additions and .R.enovations to the North Iredell High School
Application/Project status:
Other
Ft Ft. (tFt iVEDIFFPFFr
gFIEFF\qti
)
'4-OROS
MCF R ES VI L LE Ft 17(310 UAL OFFICE
Proposed (New Permit) fl Existing Permit/Project
If a modification, provide the existing pennit number: WQ00„ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: lredell
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.92784Longitude: -80.86764'
5. Parcel ID (if applicable): 4749689449,000
(or .Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: David F. Reese License Number: J8463
Firm: Concord Engineering and Surveying Inc.
Mailing address: PO Box 268
City: Concord State: NC Zip: 28026-0268
Phone number: [phone] Email Address: davidreeseldJcesids:com
IV. WASTEWATER TREATMENT 'FACILITY (WWIT) INFORMATION:
1. Facility Name: North Iredell High School Permit Number: NC'0037371
Owner Name: Iredell. Statesville Board of Education
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if tlifferent than
1. Perm.it Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: 'LTA 04-16 Page 1 of 5

0
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and N`d
Q Yes L No
N/A
Applicant is a Developer o'flots to be sold, has a Pere op r`s f p,errational .Agr
�] Yes []No ZNJA
Applicant is a 16ore:'Pr perty Owners' Asso
4, Origin of wastewater (check all that apply):
El Residential Owned
® Residential Leased
School / preschool' ' day care
Ej Food and drink facilities
LI Businesses / offices .)'factories
Nature of w
rut F(` R\1 DI V t been attached?
• has an Operational ;\.:,,reemcnt (FORM; HOA'} been attached?
N/A
Retail (stores, centers, malls)
Retail with food preparation/service
Medical / dental / veterinary facilities
El Church
Nursing Horne
water : 100 %Domestic/Commercial % Commercial
% Industrial (See 15A \CAC 02"1' .0103(20))
there a Pretreatment Program in effect.?
6. Has a flow reduction been approved under 1'A. NC'A("" 021 All1114(fi? [l Yes
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
blishrnent Type (see 02'T.0114(1))
School (From Flow Records, See Cates)
Additional Flow (After Hours, See Calcs)
7 gal/Student
gal/
El Car Wash
Hotel and/or Motels
El Swimming Pool /Clubhouse
El Swimming Pool/Filter Backwash
E Other (Explain in Attachment)
10,224 GPI)
a See 15A NC°ACO2`1` .0114(11.), ((I), (e)(1) end (0(21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.
b Per 15ANC AC 02"T .01.14(c), design flow rates for establishments. not identified [in table 1.5A NCA.0 0217.0.1 l4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
Waste water, generated by project: 10,224 GPD (per 15.A NCAC 021°
Do not include future flows or previously permitted allocations
I:f permitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit Number:
❑ Rehabilitation or, replacement of existing sewer with no new flow expected
El Other (Explain):
FORM. FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA Applicable) - 1121' 0305 & M DC (Gravitv',140\'
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet) Material
412,55 VCP
tqc
w Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII PUMP STATION DESIGN CRITERIA (If Applicable) — 0.2T .0305 & MDC (Pump Stations/Force Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firrn capacity)
4. Operational -point(s) of the pump(s): gallons per minute at feet total dynamic head (T..
5. Summarize the force main to he .permitted (for this Pump Station):
Size (inches) Length (feet)
Material
6. Power reliability in accordance with ISA 'NCAci: OTT .03050),(1 I:
LI Standby power source or pump with automatic activation and telernetr) - 15A NCAC 02T .0305(h)(1)(1B):
Required for all pump stations with an average daily flow greater than or equal to 15„000 gallons per day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
LJ Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
0305(1)(1)(c)
Or
E] Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T ,0305(h)(1)(C):
)0- It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
' If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timefrarnes, shall be provided
in the case of a multiple station power outage.
FORM, FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1.. Does the project comply with all separations found in. 15A NCAC 02T .0305(f) & (g)
15A NCAC 02T.0305(f) contains minimumse- ions that shall be provided for sewersystems:
Stor
m
sew
Yes No
Setback Parameter* Separation Required
d other utilitics not listed below (vertical)
ate
24 inches
ains (vertical -water over sewer including in benched trenches) 18 in
at r mains (horizontal)
0 fee
eclairncd water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
18 inches
*Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
*Waters classified WS (except WS-I or WS-V), B, SA, ORW,HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
2 feet
100 feet
50 f
10 feet
Any building foundation
y basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
5 feet
fee
• 15A NCAC 02T.030.5(g) contains alternatives where separations in 02T.030.5(f). cannot be achieved,
• **Stream classifications can be identified using .the Division's NC Surface Water Classifications webpge
• If noncompliance with 02T.0305(1) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes LJ No
See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A, NCAC 02B .0200? Yes 11:1 No
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Il Yes El No
• Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5, Does project comply with 15A NCAC 02T.0105 (additional permits/certifications)? Yes 11 No
Per 15A NCAC 02T.0-105(c)(6), directly related environmental permits or certification applications are being prepared, have
been .applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storm -water management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02TM402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
LI1Yes No
• If yes, include an attachment with details for each line, including type (aerial line, size. material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 1.5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. 'CERTIFICATION'S:
1. Does the submitted system comply with 1,5A NCAC 02T, the Minimum Design Criteria for the Permitof punaS:tation:
and :Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria(latest version) as applicable?
YesLINo
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track ApplicationApp1icationandsnpportingocuments.
2. Professional Engineer's Certification:.
I„ FD fa • E&E.
(Professional Engineer's name 'from Application Item [11..1.)
attcst„ that this application for
has been reviewed. by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 C"titcria for Gravity Sewers (latestversion), and the Minimum Design Criteria for the East -Track Permitting
of Pump Stations and Force Mains (latest version.), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and.
have judged it to he consistent with the proposed design,
NOTE - In accordance with General Statutes 143-215.6A. and 143-21.5.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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,
,
North Carolina Professional Engineer's seal, signature, and date: C A.
3. Applicant's Certification15A NCAC 02T .0106(b):
Ort,
'ignature Authority's name & title from Application Item LI)
attest that this application for
has been reviewed by me and is accurate and complete to the best ofmy 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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will 'result in an immediate enforcement action that may include civil penal.ties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments arc not included, this application package will be returned to me as
incomplete,
NOTE In accordance With General Statutes 143-215.6A and 143-21.5..613, any person who knowingly makes arty .false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 510,001) as well. as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

28-Ju6
Project 0482.000
NIHS Arts Building Sewer Ext.
How Calculation is Based on flow records for NIHS iredell County Permit NC0037371 per 5A NCAC
North Iredeil High School
Flow per 15A NCAC 02T .0114 15 gallons per student per day
From Flow Records usrng Highe
Sewer Flow January 2015
Number of Students
Calculated Flow per Student
Taken Flow per Student
Adjusted GPD Average
verage daily flow from 2.014-2015 (attached)
7800 GPD avg
1136 (Provided by school based on Month 3 ADM)
6.87 GPD per student
7..00 GPD per student
7952
Calculation for Concession Sewer based on after hours us
Published 7 hour Day
How per hour
Additonal Flow
Adjusted Daily Flow
Design Flow NC0037371
8:05 3:05
1136
e
2272 (after hours use, 2hrs per day per al
10,224
12,500
udents conse

F
20,000
182000
1.6,000
8,000
6,000
4,000
1>„000
For NIHS NC003737 Design Flow 12,500
Fe.
Apr
Aug.
Oct`
Expenses Jan Feb Mar Apr May Jun Jul Aug Sep Oct
2013 FLOW 3,000.00 5,000.00 3,000,00 4,000.00 4,000,00 1,000.00 2,000,00 2,000,00 4,000.00 5,00000
2013 MAX 7.000.00 11,000.00 8,000.00 7,000.00 7,000,00 6,000,00 10000,00 7,000.00 9,000,00 7,000,00
2014 FLOW 3,000.00 3.000,00 2,600.00 4,000.00 3,000.00 1,600.00 600.00 3,000,00 5,400.00 7,100.00
2014 MAX 4.000.00 6,000,00 6,000.00 10,000,00 5.000.00 5,000,00 4,000.00 17.000,00 10,000.00 12,000,00
2015 FLOW 7,800,00 7,700.00 6,30,0.00 3,400,00 4,000.00 2,600.00 830.00 4,825,00 6,621.00 0,00
2015 MAX 19000 12000 9000 10000 14000 10000 6000 14000 12000 0
Nov
4,000.00
14,000.00
7.100.00
16,000.00
0.00
0
Dec
Dec
4,000.00
15,000,00
6,300.00
19,000.00
0.00
0
2013 FLOW
2013 MAX
2014 FLOW
m. 2014 MAX
e 2015 FLOW
2015 MAX
Total
0.00
0.00
0.00
0.00
0.00
0
Tr€

y-r
°Div3ision of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: North Iredell High School
Project Name for which flow is being requested: Additions and Renovations to the NIHS
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Iredell High School
b. WWTP Facility Permit #: NC0037371
All flows are in MGD
c. WWTP facility's permitted flow 0.0125
d. Estimated obligated flow not yet tributary to the WWTP 0.000
e. WWTP facility's actual avg. flow 0.0078
f Total flow for this specific request 0.0103
g. Total actual and obligated flows to the facility 0.0103
h. Percent of permitted flow used 82.43
II. 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

ill. Certification Statement:
01104 certify to the best of my knowledge that the addition of
the volume of wastewater to he 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, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the hest
available data. This certification applies to those items listed above in Sections 1 and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
fonn indicates acceptance of this wastewater flow.
Signing Officio igtrature
Page 2 of 6
1TSE 04-16

State of North Carolina
Department of Environment and Natural. Resources
Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location It's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://portaLncdenr,org/web/wq/home/ro
Location ID Name of Waterbodyx
PC1
UT1
Patterson Creek
Unnamed Tributary of Patterson
Creek
River Waterbody Waterbody
Basin Index No. Classification
YAD 12-108-11-3
YAD NA
NA
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.

! certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date

3977
3976
3'75
Partial Quadrangle - Harmony, NC 2013

7/28/2016
Google Maps
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Map data ©2016 G©agie 1000 ftt
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NCDEQ
6106 Center Avenue
Mooresville NC 26115
704-663-1699
Attn:
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of

LAND DEVELOPMENT SERVICES
PO Box 268
Concord, NC 28026
(45 Spring Street SW)
Phone: [phone]
Fax: [phone]
Web: www.cesilds.com
License No, C-0263
transmittal
To: NCDEQ From: David F. Reese
Company: Water Resources
Project
Name:
North Iredell High School
Address: 610 E Center Ave Project No.: 150482.000
Mooresville NC 28115
Date: 09/02/2016
Phone: [phone] Re: FTA
Fax:
Cc: file
For Review and Comment ❑ For Approval
El As Requested 0 For your file
Copies
Date
No.
Description
09/02/2016
Original and (1) Copy FTA
09/02/2016
2
Original and {1) Copy FTSE
09/02/2016
Cover Letters.
09/02/2016
Completed WSCAS Forms
09/02/2016
2
USGS Quad Map
09/02/2016
09/02/2016
Street Level Maps
Design Calculations
09/02/2016
8
Project Plans Sheets C600 and C610
09/02/2016
COMMENTS:
Application Fee

Permit Number WQ0038719
Central Files: APS _ SWP
9/21/2016
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
10,224
Facility
Status Project Type
in review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Additions & Renovations to N. Iredell High School
Location Address
Owner
MajorlMlnor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Iredell
Owner Name
IredellStatesviile Board of Education
Dates/Events
Owner Type
Government - County
Owner Affiliation
Rob Jackson
350 Old Murdock Rd
Troutman
NC 28166
Orig Issue App Received
9/22/2016 9/6/2016
Regulated Activities
Draft Initiated
Scheduled
Issuance
School
Wastewater collection
Outfall
Public Notice Issue
9/22/2016
Requested !Received Events
Additional information requested
Additional information received
Effective
9/22/2015
Expiration
Waterbody Name
Streamindex Number Current Class
• Subbasin

ROY COOPER
MICHAEL S. REGAN
Secretory
S. JAY ZIMMERMAN
Director
June 12, 2017
Robert Jackson, Director of Construction and Facilities Use
Iredell-Statesville Board of Education
350 Old Murdock Road.
Troutman, NC 28.166
SUBJECT: Final Engineering Certification Acknowledgement
Project: Additions and Renovations to the North Iredell High School
Permit No. WQ003 8719
Permittee: Iredell-Statesville Board of Education
County: Iredell
Dear Mr. Jackson:
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on June 7, 2017.
Enclosed is a certification page for your records. 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. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
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 such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, 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 or your company, please complete F©rm PNOCF
since the permit is not automatically transferable„ Form PNOCF can be downloaded from
httpa/portal,ncde. sw l s/cs/ noc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sinc
y,
Barry Love
Environmental Specialist
David F. Reese, P.E., CESI, P.O. Box 268, Concord, NC 28026
Central Files
MRO
Co
atttte c,[ Noon Carolina Entn,rnrrteutal Quality Water Resources I Water Quality Reeit rroal �e�"atiatn
MOOfttiVil.10 Regional (Tt!`icedSkit Last Center Avenue .Sune30YI.P,i,tooresv{le,North Carolina2S1
704.663-16 99

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Iredell-Statesville Board of Education
PERMIT IS: WQ0038719
PROJECT: Additions and Renovations to the North Iredell High School
ISSUE DATE: September 22, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and ali required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Fin& Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERINITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
8
Printed Name, Title
nature
NEER' CERTIFICATION
Date
1, t7 f F, gEdas a duly re altered Professional En ineer in the State of North Carolina,
having been authorized to observe ( eriodically, weekly, full time) the construction of the
project name and location as referenced above for the above 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 02T; the
Division of Water Resources' (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 w/signature & date:
0 Partial (Include description)
Certification Comments/Qualifiers (attach i
neces
State wr North Carolina C Environmental Quality l Water Reaccurccs i 'atca Quality Regional
tvicaxesvi6to ]regional Offtccl 61U East Center Avenue, Suite 301 1 Mooresville,1k,rth Carol
Tod 6633 1699