WQ0040797_Application_20191205

Union County Public Works
500 North Main Street
Suite 400
Monroe, INC 28112
T. 704-296-4210
www.unioncountync.gov
Transmittal
To: NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention: Date:
Regarding: Sanitary Sewer to serve Valley Commons Business Park
RECENEDfNCDENR/DWR
NOV 2 7 2G19
WOROS
MOORESVILLE REGIONAL OFFICE
November 25, 2019
We are sending you: ❑
Copy of letter
❑
Prints
❑
Plans
❑
Shop Drawings
N Other
Copies
Date
No.
Description
1
Cover Letter
1
11/22/19
Fast Track Application
1
11/22/19
Copy of Fast Track Application
1
USGS Topo Map
1
Street Level Map
1
11/22/19
Flow Tracking Form
1
4/16/19
Existing Sewer Permit
1
11/18/19
29322
$480.00 Check (Application Fee)
These are transmitted and checked below:
N For approval ❑ Foryour ❑ As requested
use
Remarks:
Signed: !a
i Received by:
❑ For review and comment
W' e'tot, Peter W. Brown
XXX///"' Date_

ENGE INERING
RECEIVEDINCDENRIDWR
NOV1 I
WQROS
MOORESVILLE REGIONALOFEICE
Valley Commons Business Park Sewer Extension
Fast Track Application Cover Letter
Package Includes:
• Cover Letter
• Fast Track Application (one original, one copy)
• Flow Tracking/Acceptance Form
• USGS Topographic Map
• Street Level Aerial Map
• Check ($480.00)
Narrative:
• The proposed project consists of a proposed public 8" sanitary sewer extension beginning within
a public sanitary sewer easement on the southeastern property line and extending to the
Radiator Road right of way. The proposed sewer main then runs northeast parallel to Radiator
Road for approximately 1,100' and branches off to the southeast into lot 7 of the proposed
development. In addition, an approximate 1,200' run of 8" sanitary sewer extends from Radiator
Road in a northwest direction parallel to the newly proposed Private Drive within a public sewer
easement. The system is being designed to convey 100% commercial sanitary sewer from
several proposed warehouse and office buildings to an existing Union County Public Works 8"
sanitary sewer main running within an existing public sewer easement from the property
southeast of the site.
• Flow is calculated as follows:
Previously submitted flow:
[Office: 25gpd/Employee/Shift x 301 Employees] = 7,525 gpd
[Warehouse: 100gpd/Loading Bay sf. x 97 Bays] = 9,700 gpd
Previous Total= 17,225 gpd
Modified additional flow:
[Self Storage: 1 gpd/Unit sf. x 752 Units] = 752 gpd
Additional Total = 752 gpd

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application
(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Union County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Crystal 0. Panico. P.E. per 15A NCAC 02T .0106(b)
Title: New Development Program Manager
4. Applicant's mailing address: 500 N. Main Street, Suite 400
City: Monroe State: NC Zip: 28112
5. Applicant's contact information:
Phone number: (2j4) 296-4239 Email Address: [e-mail]
RECEIVED/NCOENRIDWR
NUV 27 20019
WORDS
MOORESVILLE REGIONAI.OFFICE
❑ Privately -Owned Public Utility
❑ Other
11. PROJECT INFORMATION:
1. Project name: Valley Commons Business Park
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00040797 and issued date: 4/16/2019
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: N.35.025° Longitude:-W.80.392°
5. Parcel ID (if applicable): 07087009
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew C. Kirchner License Number: 45509
Firm: Ea lg a En ing eering
Mailing address: 2013A Van Buren Avenue
City: Indian Trail State: NC Zip: 28079-_
Phone number: 704 882-4222 Email Address: mkirchner(a),eagleonline.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Twelve Mile Creek Permit Number: NCO085359
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): W00039984 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Union County
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [-]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's O erational Agreement FORM: DEVI been attached?
[]Yes []No ®N/A
3. If the Applicant is a Home/Pronerty Owners' Association has an Operational Aereement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic/Commercial 100 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(f)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'" b
No. of Units
Flow
Self Storage
(1 gal/ Unit) (752 Units)
+l
752 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
752 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 752 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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 Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021.0305(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 - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (a
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer svetema,
® 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 1 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
➢ 15A NCAC 02T.0305(P) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(t) or W. 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 15A NCAC 02B .02009 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permittin Branch
ranch
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 ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Anproval of the request is required prior to submittal of the Fast Track Application and sunnortine
documents.
2. Professional Engineer's Certification:
I, Matthew C. Kirchner attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design 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 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: CARp4�'//
\`0�..��S S Ip N9
_ 'a SEAL
045509
.... • t<� 1`�
...........i i ..
`��.......
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, CRYsrdG O PA..ee a (PEA &&_&U aEv6LoAwaz &t �y,�
M ,,, 4 Ekattest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil 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. 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 be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A 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.
Signature: Date: 1 2
FORM: FTA 04-16 Page 5 of 5

AERIAL EXHIBIT
LOCATED IN
INDIAN TRAIL, UNION COUNTY, NORTH CAROLINA
PARCEL NUMBER: 07087009
THIS MAP MAY NOT BE A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BYA LOCAL
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT
REGULATIONS AND HAS NOT BEEN REVIEWED
FOR COMPLIANCE WITH RECORDING
REQUIREMENTS FOR PLATS(G.S. 47-30(n))
07087009
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2013 Van Buren Ave., Suite A
Indian Trail, NC 28079
[phone]
www.eagleonline.net
A PORTION OF USGS TOPOGRAPHIC MAP
SCALE: 1"= 1,000'
JOB NAME: VALLEY COMMONS BUSINESS PARK
CLIENT: SVBP@RADIATOR LLC LOCATION: SR1009
JOB NUMBER: 6460 INDIAN TRAIL, NC

1)i0 .ion „i k%-, r Kr .uII ,, �.
Entity Requesting Allocation: Union
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Valley Commons Business Park
More than one FTSE limy be regnn•ed fora single prgiect if the oiviier of the IVWFP is no! res/)on.sihle for all pwnp
stations along the route of the proposed wastewater. loiv.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile Creek WWTP
b. WWTP Facility Permit #: NC0085359
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
6.0* Does not include 3
MGD diversion to 6 Mile
1.7388
4.14
0.0008
5.8796
97.99
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)
(fl)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Plow**
Current
(Name or
Permit
Capacity, * (Firm / pO,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
N/A
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity`**
* The Firm Capacity (design flow) of any pump station is deflned as the maximum pmnped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the punnp station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each punnp station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0039984
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Crystal O. Panico, PE 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
New Development Program Manager
Title of Signing Official
Page 2 of 6
FTSE 10-18