WQ0039557_Regional Office Historical File Pre 2018 (2)

War
COY COOPER.
Governor
REGAN
Secretary
S. JAY ZIMMERMAN
Director
October 24, .2Ci 17
Ronald Morgan, Manager
James River Equipment
2112 Morgan M.i l 1. Road
Monroe, NC 28110
Subject: Permit No. rQ0039557
James River Equipment
James River Equipment - Monroe
\Wastewater Collection Sy$stem.Extension Permit
union County
Dear Mr. Morgan:
In accordance with your application received October 23, 2017, we are f"i rwardi,ng herewith Permit No.
WQ0039557 dated October 24, 2017to James River Equipment (Perrnittee) 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 1I..1;: This permit shall not be automatically transferable; a request must be made and'approved.
Condition 11.4: 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 Perrnittee 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,
1f any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
. _request an. adj udicatory°...hearing upon written rec uest .tthin 3 . day, _fall .wing..r :c ipt .o:f this.:permit ...,. t ,.s..
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes. and f%led 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.
Sti to N aft ,a lino; En irsscra tttal atkity Water Resources Water Quality Regional Operations
{ resv cmc Re n C d i s 1 r tsa uer Avenue, Suite i0 i �S wr xv I lc, Noah. Carolina 2,81115
?04 663 1699

If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: John Ross (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Pv
Erwironrnentat
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
James River Equipment
Union County
for the construction and operation of approximately 539 linear feet of 8-inch gravity sewer to serve
15 showrooms as part of James River Equipment - Monroe, and the discharge of 1,875 gallons
per day of collected wastewater into the City of Monroe existing sewerage system, pursuant to the
application received October 23, 2017, and in conformity with 15A NCAC 2T; 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
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
ce�by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039557
Permit Issued: October 24, 2017
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
James River Equipment 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 City of Monroe Regional
Wastewater Treatment Facility in accordance with Permit Number NC0024333.
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 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
L SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 1,875 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [I5A NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed hi
accordance with the conditions of this permit; 15A NCAC 2T; 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 materials unless specifically mentioned herein. [I5A 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 .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with individual systen'wcdetoilectiorr systerrrpet snit fur the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
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.
Page 4 of 8

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
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 Iegal 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 (i) 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 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
inrapahle of adegnate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, 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 [phone] or [phone].
Page 5 of 8

Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part IT of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1 C(a 1)]
- 6. 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. [15A NCAC 02T.0108(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 to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. 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 is issued to a private entity with an Operational Agreement, then a copy of the
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 of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the,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 to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a 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
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for 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
Page 6of8

Viscouraged 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 on 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 maybe 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
PERMITTEE: JAMES RIVER EQUIPMENT
PERMIT #: WQ0039557
PROJECT: JAMES RIVER EQUIPMENT - MONROE
ISSUE DATE: OCTOBER 24, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of 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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 by the Division. A Final Certification shall be a complete set.of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'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.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ 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:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR -- Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

I5A NCAC 02T ,tlttlt) _ FAST
of 1iVater ke mimes
State of North Carolina
Department of Environmental Quality
Division of Water Resources
tACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
All items must. be completed
APPLICANT INFORMATION:
1. Applicant's. narne: James River Equipment (company, mu
Applicant type: jj Individual Corporation
0 Federal © State/County
p
by Dw.x)
the application will be returned
ipality, HOA, utility, etc.)
Partnership
Signature authority's name: Ronald Morgan per I5A NCAC 02
Title:: Manager
4, Applicant's mailing address: 21 12 Morgan Mill Road
City: Monroe State: NC. Zip: 281 li p
5, Applicant's contact information:
Phone number: [phone] Email Address: RMorga.n@jamesriverequipment„coin
II. PROJECT INFORMATION:
Project name: James River Equipment
2. Application/Project status: 1 Proposed (New Permit)
if a modification, provide the existing permit number: WQ00
If new construction but part of a master plan, provide the existi
3. County where project is located: Union
4, Approximate. Coordin.atcs (Decimal I:)egr°ec
5. Parcel ID (if applicable): 09147007
(or Parce-I 1D to closest downstream sewer)
CONSULTANT INFORMATION:
I. Professional l ngineer: John 1:1 Ross Lice
Finn: 1 I.Engineering
Mailing address: 2013A Van Buren Avenu
City: Indian Trail,
Phone number: [phone]
N
0 Existing Permit'Project.
and issued date:
permit number: WQi)(1
itude: N,34.988`:;
State: NC
Email Addrcs
Zip: 2$079-
Jrosst4'eagleon l i ne. net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Monroe WWTP Permit Number: NC(024331
Owner Name: City of Monroe
V. RECEIVING DOWNSTREAM SEW ER'INF'ORMATION (if different. than WWTF):
1, Permit Nuntber(s): WQN00024333 Downstream (Receiving) Sewer Size: 8 inch
System Wide collection xstem 1'ctrtrit Number s' (f,atpph a l : WQCSNC0024333
Owner Name(s'): City of Monroe
lity
FORM: FfA €4-16
Page 1 of 5

GENERAL REQUIREMENTS,
' If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been atta.ched?
0 Yes LJN, N/A
It the Applicant is a Developer of lots to he sold., hasha a Devekmers Operational .A.greement (FORM: DEN") been ach-d?
Yc DNo N/A
3. If the Applicant is a Flome/Property Owners' Association, as an 0_ -0,,,ra1iona1 Agreement (FORM: 110A.) been attached?
4. Origin of wiistewatcr: (check all that apply):
LI Residential Owned
El Residential Leased
0 School / preschool / day care
El Food and drink facilities
0 Businesses / offices / factories
0 Yes flNo 71N/A
Retail (stores, centers, malls)
LI Retail with food preparation/service
El Medical / dental / veterinary facilities
0 Church
Nursing Home
5. Nature of wastewater : 100 (4 Domestic/Commercial 'A Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect?
6. Has a now reduction been approved under .15ANCAC 02T .01140)? 0 Yes
If ves, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
Establishment Type (see 02T.0 !H(t))
Daily Design Flow a'b
El Car Wash
0 Hotel and/or Motels
E Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
Yes UN0
No
No. of Unttsl Flow
SIR) r
1.25 gal/day/Fixture
15
ttal/
1875 GPD
GPD
gal/
GI D
gal/
gal/
GPD
GPI)
gal/
GPD
Total 1875 GPD
Sce 15A NCAC 02T ,0114(b),_.(d), til)( 1) apitic' j{,J 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 properly located south or east of the Atlantic Intracoastal Waterway to he used. as vacation rentals
as defined in (3..S., 42A-4).
h Per 15A NCAC 021' DI 14(0, design flow rates for establishments not identified [in table II5A NC.AC 02I,011,41 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8, Wastewater generatedby project: 1875 GPD (per 15A NCAC 02I .0114)
Do not include future flovids or previouslypermitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will he permitted in subsequent permits that connect to this line
0 How has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new now expected
0 Other (Explain):
FORM: FTA 04- 6 Page 2 of 5

pprippr
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 0:2'°F ,030 & I II3I° (: aavit}° Sewers):
1, Summarize gravity sewer to he permitted:
Size (ineehes)
Length (feet
Material.
PVC
Section It & I11 of the 'MDC for P'errnitting of Gravity Sewers contains i..forn
r Section III contains information related to minimum slopes for gravity sewer(
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the M.DC
o design crater
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & tilt)(..'(PurntaStat.ions/Force \1a ns
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Pump station nu.nthcr or name:
Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: rtai'llions gallons per day (firm capacity)
Operational point(s) of the pump(,$): gallons per minute, at feet total dynamic head (TM)
5. Summarize the farce main to be permitted (liar this Purnp Station):
Size (inches)
Length (feet)
Material
ordance with 15A NCAC
tandhy power source or pump with automatic
(1)).i..8.),
try - 15A NCAC 02T .0305(h)(1)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
» Must he permanent to facility
Or if the pump station has an average cltaily flow less than 15.000 gallons per day:
EJ Portable power source with manual activation, quick -connection receptacle and lelemetry - ISA NCAC 02T
,0.305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h
It shall he demonstrated to the Division that the portable source is owned or contracted by tlic applicant (clr
and is compatible with the station,
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of at
storage capacities and the rotation schedule of the portable power source or pump, including travel
provided in the case of a multiple station power outage.
pump stations
fraanaes, shall he
1'LIR.M: 1 F.A 04-i6

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
' 1. Does the project comply with all separations found in 115A NCAC" 02T .0305(f) &1,0
➢ 1.5A NCAC 02T,0305('f) contains minimum separations that shall be provided for sewer
Setback Parameter
Storm sewers and other uhgities not listed below (vertical)
Yes No
Separation Re r luired
24 inches
a
ains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
18 inches
10 feet
Reclaimed water
s (vc
a
aimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-1 watcis of Class I or
Class II impounded reservoirs used as a source of drinking water
2 feet
100 feel
aters 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 of
ditches
an lake, impoundment, or ground water lowering and surl`acc drainage
Any 'building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage
ystems and interceptor drains
Any swimming pools
Final earth grade (verti
15A NCAC ozrk 3t 5(g) contains alternatives where separations in 02T.0305 ;) cannot be a
Y **Stream classifications can be identified using the Division's NC .Surface atet Classifica
If noncompliance with (}2T.0305(1) or (g), see Section X. of this application
50 ,feet
10 feet
10 feet
10 feet
5 feet.
10 feet
36 inches
2. Does the project comply with separation requirements for wetlands? (50 feat of separation) Ycs (J No 0' N/A
✓ See the Division's draft separation requirements for situations where separation cannot he 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
Does the project comply with setbacks found in the river basin rul
• This would include Trout Buffered Streams per .I5A NCA
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications'?
Information can he obtained from the 401 & Buffer Perrnittin„e Branch,.
Yes No N/A
©Yes No
5. Does project comply with 15,A NCAC C)2T.0105(e)(6) (additional permits/certifications)? Ycs © No
Per 15A NCAC 02T.0105(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 dope-ndcru permits (erosion and.
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per 15A NCAC 02 f.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
If yes, include an attachment with details :
El Yes
each line,
No ❑ N/A.
eluding type (aerial line,
s, siphon, or sewer
and location
High priority lines shall be inspected by the perrtaittec or its representative at least once every sit -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: ETA 04-16 Page 4 of 5

CERTIFICATIONS:
' I. Does the submitted system comply wit
fand Force Mains (latest version and the C,Ki t iiv Sewer Minimt rl l)
Yes 0 No
If Ni crimple to and st,hinit the Variance/Alternative Des' gn Request application (VAt7C 11I-14) and supportitg documents
for review, Approval o the request isrequiredprior to submittal of the Fast Track Application and supporting
documents,
Professional En incctr's Certification,
I.
N'C:AC 02T, the Min
(Professional Engineer's name f"rtam Applicnic
iritti tit; of Puma_ , ,t i1 k
applicable°?
hat this appl
has been rcvicvvcd by me and is accurate, complete and consistent with the information supplied in the plans, speedorations.
engineering calculations, and all other supporting documentation to the hest of my knowledge. I further attest that to that beset
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity' Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have devccloped certain
portions of this submittal package, inclusion of these materials under my signature and teal signifies that I have reviewed this
material and have judged it to he consistent with the proposed design.
NOTE - In accordance with General Statutes 143-2.15,6A and 143-215,6B, any person who knowingly makes ,any false
statement, representation, or eertification in any application package shall he guilty rile a Class "2 Pnisdemeannor, which nay
include a fine not to exceed $10,000, as well as civil penalties up to $25,0(W➢ per violation.
Applica
North Carolina Professional Engineers seal, signature, and date:
per ISA NCA(' 02T .0106('h).
uthority's name & itle fiom Application Item 1,3.)
YAll1'UIug,
CAR
SSIO
OUS „
has been reviewed h inc and is accurate and complete try the f>est rmt my knowledge, t understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are oast incltskd, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater troth this nr,in-
discharge system to surface waters or the land will result in an immediate enforccrncnt action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit he 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 are not included, this application package will he returned to
me as incomplete.
NOTE - In accorda
statement, representation, or certi
include a t'itte not to exceed $10
15.6B, any person who knowingly makes
ny application package shall he guilty of a Class 2 misdemeanor, w
ail penalties up to $25,O(X) per violation,
n
FORM: FTA (1 -16
Page 5 of 5

D vision 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: City of Monroe
Project Name for which flow is being requested: James River Equipment
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pwnp
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 FaciIity Name: City of Monroe WWTP
b. WWTP Facility Permit #: NC 0024333
All flatus are in MGD
c. WWTP facility's permitted flow 10.4
d. Estimated obligated flow not yet tributary to the WWTP 0.55
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 of permitted flow used
6.138
0.002
6.69
64.0%
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 FaciIity Name (Sewer): Monroe WWTP
Downstream Permit Number: NC0024333
Page 1 of 6
FTSE 04-16

Certification Statement:
I Richard Riser certify to the best of my knowledge that 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, 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 best
available data. This certification applies to those items listed above in Sections I and lI plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicaastewater flow.
Sign' sjia "Signa
Page 2 of 6

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
N/A % and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated,, not yet tributary capacity is currently approximately
N/A MOD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
N/A is in design or under construction with
planned completion in ; and/or
d. The following applies:
N/A
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
1 understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature Date
Page 3 of 6
.I; TSE 04-16

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
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 vet 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 ofJanuary 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.
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. TotaI 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 IS 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. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE 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 may be updated like this with a proposed flow expansion of 0.102 MGD:
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 FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow
through the pump station (C) for each pump station that will be impacted by the proposed sewer extension
project. Calculate the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D).
Include the proposed flow for this project with other obligated flows that have been approved for the pump
station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the Iargest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not
less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the permitting
process.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm / pf) MGD MGD FIow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station Iisted in Section II where available capacity
is<0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether
there is significant likelihood that needed improvements or reductions in obligated flows will be in place
prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to complete
the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should carefully
weigh the certainty of successful timely project completion for any expansion, flow management diversion
or infiltration and inflow elimination projects that are the foundation of a planned solution to capacity
tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this FIow Tracking/Acceptance for Sewer Extension Permit Application
elevates this-project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

•
zz'is
SOSID: 634060
Date Filed: 6/7/2002 1:29 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation is James River Equipment, Inc . ; and if the corporate name is
unavailable for use in the State of North Carolina, the name the oration wishes to use is:
James River Equipment, NC, Inc. �NanT D1N'i#!J$orrice
2. The state or country under whose laws the corporation was organized is: Virginia
3. The date of incorporation was 4 / 7 / 7 2 ; its period of duration is: PeL `Uai
4. Principal office information: (Select either a or b.)
a. ® The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street
11053 Leadbetter Road
City, State, Zip Code Ashland, VA 23005-3219 County Hanover County
The mailing address, if different from the street address, of the principal office of the corporation is:
N/A
b. El The corporation does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 3622 Lyckan Parkway, Suite 5005
City, State, Zip Code .
Durham , NC 277707
County Durham County
6. The mailing address, if different from the street address. of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: __ Paul C. Jacobson, Esquire
8. The names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title ,business Address
Mark D. Romer
]RPORATIONS DIVISION
svised January, 2002) •
President 11053 Leadbetter Road
Ashland, VA 23005-3219
P. O. BOX 29622 RALEIGH, NC 27626-0622
(Form B-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
9. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation. The Certificate of Existence must be
an original and less than six months old
10. If the corporation is required to use a fictitious name in order to transact business in this State, a copy of the resolution of its
board of directors, certified by its secretary, adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This is the l tday of
CORPORATIONS DIVISION
(Revised January, 2002)
,20d2
James River Equipment, Inc_
Name o Cotion
Signa re
4r k er-
e(24 eCes.(431-
Type or Print Nameland Title
P. O. BOX 29622 RALEIGH, NC 27626-0622
(Form B-09)

Comaams*
,,Staft Corporation Commission
I Cert6 the Fo1Towing from the Records of tfie Commission:
James River Equipment, Inc. is a corporation existing under and by virtue of the laws of Virginia,
and is in good standing.
The date of incorporation is April 07, 1972.
Nothing more is hereby certified.
ISO 502
Signeiand Sea(ed at Richmond on this Date:
)l pri( 8, 2002
Per 71: Teck C&rkof tfie Commission

• BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION:
James River Equipment, Inc.
SECRETARY OF STATE ID NUMBER: 0634060
REPORT FOR THE FISCAL YEAR END: 12/31/2016
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Secretary of State
STATE OF FORMATION: VA
Filing Office Use Only
E-Filed Annual Report
0634060
CA201715601045
6/5/2017 12:19
�] Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2730 East WT Harris Blvd., Ste 101
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
2730 East WT Harris Blvd., Ste 101
Charlotte, NC 28213-4063 Mecklenburg County Charlotte, NC 28213-4063
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Equipment Sale/repair
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
11047 Leadbetter Road 11047 Leadbetter Road
Ashland, VA 23005-3408 Ashland, VA 23005-3408
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Mark D Romer
TITLE President
ADDRESS:
11047 Leadbetter Road
Ashland, VA 23005-3219
NAME: Robert B Cox
TITLE: Chief Financial Officer
NAME: J William Barbee III
TITLE: Corporate Controller
ADDRESS: ADDRESS:
11047 Leadbetter Road 11047 Leadbetter Road
Ashland, VA 23005 Ashland, VA 23005
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
J William Barbee 111 6/5/2017
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
J William Barbee 11I Corporate Controller
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division. Post Office Box 29525, Raleigh, NC 27626-0525

11111!!!!!F7
22 154 5075
SOSID: 634060
Date Filed: 6/7/20021:29 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
I. The name of the corporation is James River Equipment, Inc. ; and if the corporate name is
unavailable for use in the State of North Carolina, the name the o oration wishes to use is:
James River Equipment, NC, Inc. NN, va1•Rl'en11I17iI1St
FFVE
2. The state or country under whose laws the corporation was organized is: Virginia
3. The date of incorporation was 4 /7 / 7 2 ; its period of duration is: per ` ual
4. Principal office information: (Select either a or b.)
a. ® The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street 11053 Leadbetter Road
City, State, Zip Code Ashland, VA 23005-3219 County Hanover County
The mailing address, if different from the street address, of the principal office of the corporation is:
N/A
b. [, The corporation does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 3622 Lyckan Parkway, Suite 5005
City, State, Zip Code .
Durham , NC 277707
County Durham County
6. The mailing address. if different front the street address. of the reeisterr4 office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: __
Paul C. Jacobson, Esquire
8. The names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title Business Address
Mark D. Romer
}RPORATIONS DIVISION
seised January, 2002)
President 11053 Leadbetter Road
Ashland, VA 23005-3219
P. O. BOX 29622 RALEIGH, NC 27626-0622
(Form B-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
9. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation. The CertsflcaeQf�E ence tust be
an original and less than six months old.
10. If the corporation is required to use a fictitious name in order to transact business in this State, a copy of the resolution of its
board of directors, certified by its secretary, adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This is the itday of , 20 O'Z
CORPORATIONS DIVISION
(Revised January. 2002)
James River Equipment, Inc.
Name of CoR7aration
Signs'
Febol e .r
Type or Print Namedand Title
P. O. BOX 29622 RALEIGH, NC 27626-0622
(Form B-09)

C alma limit(
„Sfaft Corporafion eonunission
I Certi the EoICowing from the .r ,cords of thie Commission:
James River Equipment, Inc. is a corporation existing under and by virtue of the laws of Virginia,
and is in good standing.
The date of incorporation is April 07, 1972.
Nothing more is hereby certified.
CIS0502
Signer ancfSeaCed-at Richmond on this Date:
)lpri( 8, 2002
Joe(.1L q'eck C! rkof the Commr'ss:on

BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION:
James River Equipment, Inc.
SECRETARY OF STATE ID NUMBER: 0634060
REPORT FOR THE FISCAL YEAR END: 12/31/2016
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: Secretary of State
STATE OF FORMATION: VA
Ring Office Use Only
E-Filed Annual Report
0634060
CA201715601045
615/2017 12:19
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2730 East WT Harris Blvd., Ste 101
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
2730 East WT Harris Blvd., Ste 101
Charlotte, NC 28213-4063 Mecklenburg County Charlotte, NC 28213-4063
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Equipment Sale/repair
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
11047 Leadbetter Road 11047 Leadbetter Road
Ashland, VA 23005-3408 Ashland, VA 23005-3408
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Mark D Romer NAME: Robert B Cox NAME: J William Barbee III
TITLE: President
ADDRESS:
11047 Leadbetter Road
Ashland, VA 23005-3219
TITLE: Chief Financial Officer
TITLE: Corporate Controller
ADDRESS: ADDRESS:
11047 Leadbetter Road 11047 Leadbetter Road
Ashland, VA 23005 Ashland, VA 23005
SECTION D: CERTIFICATION OF ANNUAL REPQRT. Section D must be completed in its entirety by a person/business entity.
J William Barbee 11I 6/5/2017
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
J William Barbee III Corporate Controller
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been tiled electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

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: City of Monroe
Project Name for which flow is being requested: James River Equipment
More than one FTSE pray 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: City of Monroe WWTP
b. WWTP Facility Permit 4: NC0024333
All flows are in MGD
c. WWTP facility's permitted flow 10.4
d. Estimatedobligated flow not yet tributary to the WWTP 0.55
e. WWTP facility's actual avg. flow 6.138
f. Total flow for this specific request 0.002
g. Total actual and obligated flows to the facility 6.69
h. Percent of permitted flow used 64.0%
li. 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 (pi) 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): Monroe WWTP
Downstream Permit Number: NC0024333
Page 1 of 6
FTSE 04-16

III, Certification Statement:
I Richard Riser certify to the best of my knowledge that 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, 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 best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicaastewater flow.
Sign
gna
Page 2 of 6

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily FIow (C) accounts for
N/A % and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
N/A MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
N/A is in design or under construction with
planned completion in ; and/or
d. The following applies:
N/A
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature Date
Page 3 of 6
FTS E 04-16

FF.
Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
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 aIIocated 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.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for thisspecific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ
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. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers Iike this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6Vo
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
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 FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow'
through the pump station (C) for each pump station that wiill be impacted by the proposed sewer extension
project. Calculate the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D).
Include the proposed flow for this project with other obligated flows that have been approved for the pump
station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not
less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the permitting
process.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm / pf) MGD MGD 'Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity
is<0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether
there is significant IikeIihood that needed improvements or reductions in obligated flows will be in place
prior to activating the flows from the proposed sewer extension project.
If .the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to complete
the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should carefully
weigh the certainty of successful timely project completion for any expansion, flow management diversion
or infiltration and inflow elimination projects that are the foundation of a planned solution to capacity
tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this:-project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant Iikelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

JAMES RIVER EQUIPMENT
2112 MORGAN MILL ROAD
MONROE, NC. 28110
AERIAL MAP
2013A Van Buren Ave.
Indian Trail, NC 28079
[phone]
wwwv. eagleonllne. ne#

2013A Van Buren Ave.
Indian Trail, NC 28079
[phone]
www.eagleonline.net
11
JAMES RIVER EQUIPMENT
2112 MORGAN MILL ROAD
MONROE, NC. 28110
TOPOGRAPHIC MAP
DESIGNED BY
SAP
= 5©0'
DRAWN BY CHECKED BY
SAP JHR
DATE JOB NUiLtBER
10/11717 5466

Business Registration Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OE THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh,NC 27626-Oo22 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: James River Equipment, Inc.
Business Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0634060
Current -Active
Current
Foreign
6/7/2002
December
VA
Secretary of State
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
Officers
11047 Leadbetter Road
Ashland, VA 23005-3408
11047 Leadbetter Road
Ashland, VA 23005-3408
2730 East WT Harris Blvd., Ste 101
Charlotte, NC 28213-4063
2730 East WT Harris Blvd., Ste 101
Charlotte, NC 28213-4053
Corporate Controller:
Chief Financial Officer:
President:
Stock
J William Barbee , Ill
11047 Leadbetter Road
Ashland VA 23005
Robert B Cox
11047 Leadbetter Road
Ashland VA 23005
Mark D Romer
11047 Leadbetter Road
Ashland VA 23005-3219
http://www.sosne.gov/Search/prokorp/5473580
10/23/2017

Approved as Submitted
0 Approved as Noted
C Copies for Approval
2013-A Van Buren Avenue
Indian "'Trail, NC 28079
[phone] phone/[phone] fax
www.eagleonline,.net
Letter of Transmittal
Attention: State of NC Department of Water Resources
610 E. Center Avenue
Mooresville, NC. 28115
Date: 10-19-17
EEI Job Number: 5466
Re: James River Equipment
Offsite Sewer Extension
Delivered by: El Hand IJPS © Mail
U ng the Follow
—] Prints Copy of Letter Specifications Application
Plans
Shop Drawings Calculations
As Builts
Bars
eck
© Other
Report
Other
Date Copies
to be Transmitted
1 10-19-17 1 Cover Letter
2 10-19-17 2 Fast Track Application (1 Original)
9-17 1 Application Fee
4 10-19-17 2 Application and Certificate of Authority for James River Equiprne
5 10-19-17
2 How tracking Acceptance Form
10-19-17 2 Topa Map, Street Level Map, and Full Size Site Plan
These are trans rxai#Fect as checked hcrouv
0 For Approval
For Your Use
As Requested
for Review
Corrected Prints
Copies for Distribution
Remarks:
If you have any questions please contact our office.
Note: Unless revision block states : Re a irr° C'r ra trzrctfrar� " al t plans enclosed are to be considered
"Pre and "Not fiar C r
File
", and are provided for permitting, information and bidding use o
Sitzned:
even ° +phet

E A E E
ENGIN E N G
James River Equipment Sewer Extension
Fast Track Application Cover Letter
Package includes;
• Fast Track Application (one original, one copy)
• James River Equipment Business Registration for NC (one original, one copy)
• Flow Tracking/Acceptance Form (one original, one copy)
+ USGS Topographic Map (2 copies)
• Street Level Aerial Map (2 copies)
Narrative:
• The proposed project consists of a proposed 8" sanitary sewer extension, a portion of which is
public and a portion which is private, designed to convey 100%© domestic/commercial sanitary
sewer from a proposed and existing showroom/retail building to an existing Union County Public
Works 8" sanitary sewer main running at Creekridge Drive.
• Flow is calculated as follows:
(Showroom: 1 25gpd/Fixture x 15 Fixtures) = 1,g7 gpd

Central Files: APS _ SWP _
10/23/2017
Permit Number WQ0039557 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
1,875
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
James River Equipment
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
James River Equipment
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Ronald Morgan
2112 Morgan Mill Rd
Unionville
NC 28110
Orig Issue
10/24/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/20/2017 10/24/2017 10/24/2017
Regulated Activities Requested /Received Events
Retail
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin