WQ0039755_Regional Office Historical File Pre 2018

'yilater Resources
January 26, 2018
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112.
Dear Ms. Pauico:
ROY COOPER
.. t�rtvrrnrrr
MICHAE;
S. REGAN
Secretary
LINDA CUL.PEPPER
Interim l)arector
Subject: Permit No. WQ0039755
Union County Public Works
Broadmoor
Wastewater Collection System Extension Perini
Union County
In accordance with your application received January 24, 201.8, we are forwarding herewith Permit No.
WQ0039755 dated January 26, 2018 to the Union County Public Works (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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 part
Condition 11.1:
Condition .11.4:
ular attention to the following conditions contained within this
This permit shall riot be automatically transferable; a request must be made and approved.
Requires that the wastewater collection facilities be properly operated and maintained in.
accordancewith 1 5A NCAC 2Try .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 fled. with the Office of .Adm'inistrati.ve Clearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this pennit shall be final and binding.
Late ttf Ld xr6 d . n ! �.ab r�nmeetx14 uahry i ," rye area atu Qua i w Regional Operations
Mooreavil1e Regional Office € 610 East Center Avenue, Suite 301 Plante v,Lk P' rrth Carolina '281 15
704 663 1699

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

Environmentaf
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
Union County Public Works
Union County
for the construction and operation of approximately 6,500 linear feet of 8-inch gravity sewer ; a —
205 gallon per minute pump with 106 feet total dynamic head pump station equipped with an
on -site audible and visual high water alarms, telemetry, and a permanent generator with
automatic transfer switch; as well as approximately 3,690 linear feet of 6-inch force main to
serve Broadmoor Development, and the discharge of 11,780 gallons per day of collected wastewater
into the Union County Public Works existing sewerage system, pursuant to the application received
January 24, 2018, 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.
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: WQ0039755
Permit Issued: January 26, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate Rpm certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the McAlpine Creek Regional
Wastewater Treatment Facility in accordance with Permit Number NC0028606,
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 (iravity,' 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;
. SPECIAL CONDITIONS
1) No lbw in excess of the quantity permitted herein, 11,780 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. [15A 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)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15.A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimumpesign
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. [ I 5A NCAC
02T.0110]
3. This permit shall be effective only with respect to the nature and volure ofwastes 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 an individual. system -wide collection system permit for 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 § 143-215.1 C.
h. A Grease Control Program is in place as foIIows:
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 (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
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO andlor spill over 1,000 gallons; or
c. Any SSO andlor 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 1 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 probleindoes not recur. Part II. of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control, G.S.[143-
215.1C(a1)]
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 overflowor 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 Perrnittee 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 atter 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-cornplia.nce 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-compliancewith 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 6 of 8

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 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. [U.S: 143-215.1(b)]
• Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039755
PROJECT: I3ROADMOOR
ISSUE DATE: JANUARY 26, 2018
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 Perrittee 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.
PERN11TTEE'S CERTTF'ICATION
I, the undersigned agent for the Pennittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
designlconstruction 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
as a duly registered Professional En ineer in the State ofNorth Carolina,
having been authorized to observe (I —periodically, © weekly, U full time) the construction of the
project name and location as referenced. above for the above Perm.ittee 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; 1.5A 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 Q Partial (ine1ude description)
Certification Comments/Qu
e
attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
MlnnrPcuiile RPainnal Ciffice Phone: [phone] FAX; (704)-633µ6040

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NC/N.0 021 .0300 — E,AS1"fR,ACK SEWER SYSTEM EXTENSION APPLICATION
FTA .04-16 & SUPPORTING DOCUMENTArEION
A pp] cation 'Number:
C(
(ao be co Iv pi otoi b OW R
All ite ust be completed or the applicant)n will he returned
APPLICANT INFORM.ATIO
I. Applicant's name: UNION COUVrY (compan), municipality,. 110,,N., utility, etc.)
2. Applicant type: 111 Individual [1] Corporation L General Partnership
El Federal Z Statc/County Ell N1unieipi)
3, Signature authority's name; (.R.YSTA PANI( () per 15A NCAC 2 .
Title: 'NEW DEVELOPMENT PROGRAM MANAGER
4. Applicant's mailing, address: 300 N M A :IN sTREET SI. 1 1 4:0
City: MONROE State: NC
5 Applicant's contact information:
Phone number (704.)296-42,39 Email ,Address: cry:sta. panicariPtinioncount3mc,grov
11, PROJECE INFORMATION:
.Project name: BROA.DMOOR
A.pplication/Project status:
Privatelv-Owned Public Utility
Ei Other
WQ A OS
,A„S„AO„,„.‘SS' 'LAS Ei„A„jNAL OFFICE
Proposed (New Permit) Lil xi st L., Permit/Project
If a modification„ provide the existing permit number: WON and issued date:
lf TICIN construction but part of a master plan, provide the existing permit number: \VC/00.
3, County where project is located: UNION
4, Approximate Coordinates (Decimal .Degrces): Latitude: 34.58 Longitude: -8.0.49'
5. Parcel ID (if applicable): 06228003C
(or Parcel ID to closest downstream sewer)
DI. CONSULTANT INFORMATION:
Professional Engineer: ANDREW,,MARTIN
Firm: ESP ),SSOC[A.Tf„S.
Mailing address,: 3475 LAKEMONT ,VD
City: FORT MILL
State: NC Zip: 29708-
Phone number: [phone] Email Address: araattinfiiespa-
License 'Numb' : 027971
R. 'WASTEWATER TREATMENT FACILI"FY (wWTF) INFORMATION:
Facility Name: MC ALPINE CRE.i,1°K. Permit Number: NC0024970
Owner Name: CHARLOTTE WATER
V. RECEIVING DOWNSTREAM SEWER INFORMATION Of different than WWIT):
I Permit Number(s); WQ0028606 Downstream. (Receiving) Sewer Size: 6 inch
System. Wide,Collection System Permit imber(s) (if applicable): WQCS
Owner Name(): UNION COUNTY
FORM: FTA 04-16 Page 1 of 5

VI. CENER.AL REQUIREMENTS
1, Ofthe Applicant is a Privately -Owned Public Utility, .a Certificate of Public C:orwenience and Necessity been attached?
E Yes :No NIA
2. If the Applicant is a Developer of lots to be soldhas a Developer's Operational Agreement (FOR„MLDEV) been attached?'
[1 Yes L No N/A
3. If the .Applicant is a Home/Property_OwnersAssociation, has an Operational Agreement (FOR.M: MA) been attached?
E Yes i]iNo NIA
4, Origin of Was tewate r: (ch.eck all that apply):
Residential Owned
Residential Leased
School/ preschool day care
Food and drink 'facilities
E Businesses / offices / fact
[-,1 Retail (stores, centers, malls)
Retail with food preparation/service
El Medical dental I veterinary fa.cilities
E church
1Nursing .Flome
[11 Car Wash
El Hotel andlor ,Motels
E Swimming Pool /Clubhouse
El Swimming Pool/Filter Backwash
E Other (Explain in Attachment)
5. Nature of wastewater : )00 Dar»estielCommercial '.!/0 Commercial
% Industrial (Sec 1.5A. NCAC 02T ..0101R2,Q1)
.s there a Pretreatment Program in effect.? [L] 'Yes E \o
6. Has a flow reduction been approved under 15A NCAC 02T .011414).?
If yestprovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment 'Fype (see 02T.01.14(11)
RESIDENTIAL
190 galiday
gal/
gal/
gal/
gall
gall
Yes
No
.'o. of'Units
62
GPD
(PE)
(iIN)
GPD
GPI)
rota/ 11780 GPI) !
See 15A NCAC 02T .0114(b); (d),..fe)( I) anfor caveats to wastewater design flow rates (i.e„ minimum flow per
dwelling; proposed unknown non-residential development uses; public access faeilit„ies located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal -Waterway to be used as vacation rentals a' defined
in G.S. 42A-4).
b Per I5A NCAC 02T ,0114(c), design flow rates tb.r establishments not identified [in table. I5A NCAC 021%01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1 J780 GPD (per 1.5A NCAC 02T .01 14)
.Do not include future flows or previously permitted allocations
.permitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow wil 1 he permitted in subsequent permits that connect to this Irne
rj Flow has already been allocated in Permit Number:
Rehabilitation 01' replacementof existing sewer with no new flow expected
E Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
6400
PVC
8"
100
DIP
➢ Section II & III 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) — 02T .0305 & MDC (Pump StationslForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: BROADMOOR PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.59° Longitude: -80.49°
3. Design flow of the pump station: 0.02 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 205 gallons per minute at 106 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6"
3690
DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
➢ 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 stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
• 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**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
100 feet
**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)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
,_Final earth grade (vertical)
36 inches
> I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305jf) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
> 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 setbacks found in the river basin rules per I5A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ 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 dependent 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 02T.0402, "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.
❑ Yes ®No ❑ NIA
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority Iines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02l", the Mini tlttitn Design Criteria for the„Perm ttir • of Pump_Stations
and Force Mains (latest version), and the Gravity Sewer Minum C gsi"n Criteria latest s .rM ion) as applicable?
Yes ©No
If No, complete and submit: the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is reguired prior to submittal of the Fast Track. Application and supporting documents.
Professional Engineer's Certification:
I, ( ANN AA.; r'S Rrt a
(Professional Engineer's name from Application item
attest 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. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (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 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 be consistent with the proposed design.
NOTE — in accordance with General Statutes 143-21.5,6A and 143-215.6B, 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,
Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Author'
ture, and date:
e 84 title from Application Ite
4
,attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are notcompleted and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete, 1 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 penalties,
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_ l 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 accordance with General Statutes I43-215.6A and 143-215.6B, any person who
statement, representation, or certification in any application package shall be guilty of a Class
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Date:
wingly makes any false
gisdemeanor, which may
FORM: PIA 04-16
Page 5 of 5

N
USGS TOPOGRAPHIC MAP
1 inch = 1,000 feet
0 500 1,000
2,000
3,000
4,000
Feet

npiatt Po
Marvin p
Si, inion inn
low. nit
PROJECT LOCATION
41,14
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Sources EsrifHERE, deLrsnme, USGS, Intermap, inorennent P Corp.„
NRCAhY, Esri span, M Ti, Esri. China (Hong Kong), Esri (Thailand),
NEaprmyOndra, f penStreetyap`'contributors, and the GIS User Community
1 inch = 2,000 feet
PROJECT LOCATION MAP
1,000 2,000 4000 6,000 8,000
Feet

Division of Pc -sot& es,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Ira 'k' eptance for Sewer EtcnsionApplications
(VISE: 04-16)
Entity R„equesting Allocation: Union County
Project Name for Which flow is being requested: Broadmoor
"fore tharr one ETSE nuts. be required )(Or a single prolect the owner (.:rf the WIVTI' rs not responsible,fOr all pump
stations along the. route of the proposed wastewanu- flow.
1. Com.plete this section only if you are the: owner of t.he 1cvatcr trcaUncnt plant.
a. Ww-rp 1 aciIil Name: McAlpine Creek
\\'\V EP Facility Permit NC0024970
c. WWI'1> facility's permitted flow
d.. Estimatedobligated flow not yet tri
c. WWIP 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
Allflows are in MGD
.11. Complete this sectionfor each pump station you are responsible for along thc route of this
proposed. wastewater flow.
List pump stations located between the project connection point and the ww-rP
(A) (13) (C) ([))=03+0 (E:
Design Obtigated,
Pump Average It)aity ApproNs Not Yet 'rota] Current
Station Firm Flow** Current AVg„ 'Fributary Flow Plus
(Name or Capacity, * (Firm / pi), Daily Flow, Daily How, Obligated Availabie
Number) MGD MUD MGD MGD Flow Capacity***
NIA
* The Firm Capacity of any pump station is defined as the ma.x.imum pumped flow that
can be achieved with the largest pump taken out of service.
** Design As 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 < O.
.Downstrearn Facility.' 'Name (Sewer): Union County
Downstream Permit Number: WQ0028606
Page 1 of 6
FTSF 04-16

III_ Certification Statement:
I Crystal O. Panico 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 indicates acceptance of this wastewater flow.
Lid
•-eti,, . (4) 6Yr r y c7 /3 17
Si rng Offrcra Signature D e
Page 2 of 6
FTSE 04-16

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
% 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
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:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be peiinitted, 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
FTSE 04-16

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section Y
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)*100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. 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.=0.015MGD
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 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)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Approx.
Current Avg.
Daily Flow,
MGD
Kaw Creek PS 0.800 0.320 0.252
Valley Road PS 1.895 0.758 0.472
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.080 0.332 -0.012
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 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 Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to he 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

CHARLOTTE
WLJER
November 2, 2017
Mr, Peter Brown
Union County Public Works
500 N Main St
Suite 400
Monroe, NC 28112
SUBJECT: SEWER FLOW ACCEPTANCE
BROADMOOR
UNION COUNTY PID# 06-228-003, 06-228-003C, 06-228-003M
CLTWATER TRACKING# 201720171417
After an analysis of the sanitary sewer associated with the proposed design of project, Broadmoor, it
was determined that there is sufficient capacity to accommodate the proposed sewer flow of 11,780
gallons per day (62 single-family lots x 190 gpd/lot) for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment, This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works. Please
see attached NC DEQ FTSE form,
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
if the appropriate authorization to construct enrrits are not obtained construction has not started
within one „(1) year of issuance of this flow acceptance,, this flow acceptance approval shall be
rescinded and a new flow acceptance request must be made. If you have any questions, please do
not hesitate to contact me at (704) 432-580 t .
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 51f 0 Brookshire Blvd, Charlotte, NC 28216 charlottewater.c rg
cl by the City of Charlotte

,'Division 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: Union County public Works
Project Name for which flow is being requested: Broadmoor
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.000
12.885
64.375
0.012
77.272
78.1%
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 I pt), Daily Flow, Daily Flow, Obligated . Available
Number) MGD MGD MGD MGD Flow Capacity***
Six Mile 18.1 7.24 4.17 0.39 4.56 2.67
* 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): six Mile Creek Gravity Sewer (1995)
Downstream Permit Number: unknown
Page 1 of 2
FTSE 04-16

III. Certification Statement:
Carl Wilson 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 for indicates acceptance of this wastewater flow.
y
Signing Of pi Signature Date
Page 2 of 2
FTSE 04-16

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 13, 1995
Barry M. Gullet, F.E., Deputy Director
Charlotte-Mecklenburg1Jtility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
RE: Charlotte -Mecklenburg Utility Department
Reduction in Wastewater Rows
Mecklenburg County
4461471(CifirAi.
�EH�IF:I_
Dear Mr. Gullet:
On July 2ii, 1994, the Division received your wastewater flow reduction r uest and support
documentation concerning wastewater flows associated with the entire Charlotte -Mecklenburg Utility
Department service area. Your letter requested the Division allow the reduction of wastewater Rows from
250 GPD per dwelling unit which was previously approved in accordance with North Carolina
Administrative Code, to 190 GPD per dwelling unit for single family residential areas and 135 GPD per
. dwelling..p.nit for ,mu1u fanxily residential areas._ In support of yourrequest, documentation was provided
from the existing Irwin, Sugar, and McAlpine Creek wastewater treatment plant service areas.
The documentation provided in support of the flow reduction request was compiled by Camp
Dresser & McKee starting in late 1990 and is currently ongoing. Data submitted to the Division was not in
strict accordance with 15A NCAC .0219(1)(3), however, in view of the submitted documentation,,
adequate justification was provided in support of the wastewater flow reduction request. The work
completed by Camp Dresser & McKee consisted of tracking base wastewater flows, groundwater
infiltration, and rainfall -dependent irtftltration&inflow for the Irwin. Sugar, and McAlpine, Creek
wastewater treatment plant service areas. Data was collected from 106 flow monitors (both permanent and
temporary) and 14 rain gauges during November and December 1991 locatcd along major sewer trunklines
within the study area. Existing dry -weather flows were developed for each of the three (3) wastewater
treatment plant service areas which included groundwater infiltration. The service area dry -CV- tli& flow
estimates were further broken-down into thirteen (13) drainage basins. These revised dry -weather flow
estimates were compared to land -use based flow estimates developed using existing land data for 446
Origination and Destination (O&D) planning zones as provided by the City of Charlotte's Department of
Transportation. From this comparison the revised wastewater flows were developed. Although these
numbers were developed for Irwin, Sugar, and McAlpine Creek service areas, the results would also be
applicable to both the Mallard Creek and McDowell Creek wastewater treatment plant service areas.
In view of the information submitted, the Division of Environmental Management will allow the
use of 190 GPD per dwelling unit for single family residential areas and 135 OPD per dwelling unit for
muiu-fartuly residential areas on all applicable non -discharge permit applications for future wastewater
collection extensions which will be made tributary to all five (5) Charlotte -Mecklenburg Utility Department
wastewater treatment facilities. This consideration applies to any applicable future projects submitted to
this Division as well as any projects which are presently under review. Wastewater flows presently
tributary to the wastewater treatment facilities can be adjusted upon negotiations between the Charlotte -
Mecklenburg Utility Department and the Division's Mooresville Regional Office.
P.O. Box 29535, Raleigh, North Carolina 27626.0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5O% recycled! 10% post -consumer paper

Page 2
Ch trlctie MM eckrlenburfg Cit;
February 1: , 1995
Y tip
The ivision does have concerns rcga:.rding dte lrtposed sewage lltw rats with respect to
oration and inflow* .1though the 190 GPD per dwe. lmg unit for single iiy residential areas and
CiPD per dwelling unit for multi -family residential areas are justifiable flow rates, the Charlotte-
Me lenburg Utility Dep e nt ltas in essence reduced the safety factor typically asscx.iated with
ittf°ilnation and inflow. The tit. rate established by the Division demos allow for some infiltration and
inflow, The f ivision is of the t in ,ot that proper wastewater collection syrst t reanagement is more
effectively and efficiently accornplfshed by the entity that is accountable for ensuring overall compliance
with .all. aspects of wastewater collection, treatment, and dispo l re , trireme-nts, in this view, we look
forward to continued progress by the Charlottc Mecklenburg Utility epartment to fully assume the
wastewater collection permitting program.
If you have any questions or comments regarding this matter, plc° contact Mr. Michael D. Allen
at (91 i. '733.5083.
: fa rt s ill^ Re: al Office, Water Quality
eGroup

ESP Associates, PA,
January 5, 2018
Attn: Plan Reviewer
NCDrQ
Division or Water Resources
610 E. Center Avenue
Mooresville, NC 28115
Dear Plan Reviewer:
Enclosed are the required materials for permitting of a proposed gravity sewer and pump
station for the proposed subdivision of Broadmoor in Union County.
Enclosed:
• Site Maps
• Fast Track (Form: F—A (14-16)
• Application Fee
• Flow 'Fracking/Acceptance Form (Form: 171 LS 04-16)
Broadmoor, is a 62-lot single-family development within the Village of Marvin in Union
County, North Carolina. The site will include the installation of a pump station that will
serve the present. needs of the proposed Broadmoor development and the future needs of
a .maximum of 333 additional residential units as approximated based upon the 326.34-
acre watershed area and approximate anticipated development density.. The pump station
will be located on the north-west corner of the site.
Based on the average daily use of 190 gallons per day per unit provided by Union County
Public Works the project site will generate approximately 11,780 gallons per day. The
proposed sewer to serve the project consists of 6400 linear feet of 8" PVC pipe, 100
linear feet of 8" DIP pipe and. 39 manhoies. Sewage shall be discharged fi7OM the pump
station through approximately 3690 IX of 6" diameter force main. The proposed force
main shall tie into an existing 16" force main located .inside the right-of-way along
Waxhaw-Marvin. Rd (SR41.307). Sewage from the system ultiinately flows to the
McAlpine Creek Wastewater Treatment Plant.
ESP KA,
BoN 7030, C 782718 t204N 582202.40
2172 15880m020 11057S, F501 Min, SC 29708, C803) 30252+20 085 8802)8025251S
Raleigh, t 4091 55025050 4kws„ S008 E058 (8825, NC 275 (917,1716911710191/Fas 9( 8754257
Wilmington, 2.17(4( (17«pltai 11.7( Wihr(1110.91., 7,2117 2f(4115 191(1( 317749941 Fax [phone]
C0002058 4F(111 C0050200 Dr. N50 Con.A, NC 28027 (708 793,9855 Fax ,;7042 79325286s

Union County
Trans
a
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. '704-296-4210
www.unioncountync.gov
To: NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Date
Regarding: Sanitary Sewer to serve Broadmoor
Attention:
e sending you;
Copies
1 each
1
Copy of letter
Plans
Cm:1 Prints
January 18, 2018
LJ Shop Drawings
No, Description
Cover Letter
1/9/18 Fast Track Application and Copy of Fast Track Application
USGS Topo Map
12/'t2B17
9/13/17
11/2/17
1 10/30/17
1 1/4/18
Street Level Map
Pump Station Calculations
UCPW Flow Form
Charlotte Water Flow Letter
Charlotte Water Flow Tracking Form
5340 $480,00 Check (Application Fee)
These are transmitted and checked below:
For approval
Remarks:
Signed:
Received by:
For your
Use
As requested
Peter W., Brown
Date:
21 Other
For review and coent

Permit Number WQ0039755
Central Files: APS ^, SWP _
1 /25/2018
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
11,780
Facility
Status
In review
Version
A
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Broadmoor
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Union
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue App Received
1/26/2018 1/24/2018
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
1 /2612018
Requested /Received Events
Effective
1/26/2018
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin