HomeMy WebLinkAboutWQ0039314_Application_20191016®x
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November 15, 2019
Mr. Ori Tuvia
Environmental Engineer
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Fast Track Permit Modification - WQ0039314
2017 Westside Sewer System Improvements
City of Shelby, North Carolina
Dear Mr. Tuvia:
Shaping Communities Together
RECF-NED1NCDE
OCT 16 2019
WQF,OS
MOORESVILLE REGIONAL OFFICE
In order to serve a new industry coming to Cleveland County, the City of Shelby has permitted
the extension of a new 24" sewer line for an expanding customer in an existing industrial park
property on Farmville Road. The sewer line project, permitted in 2017, included an additional 24-
inch PVC and DIP line gravity sewer line. This modification to the standing permit includes a 30-
inch DIP gravity sewer line in place of the currently permitted 24-inch line for 229 linear feet
immediately upstream of the Crest pump station.
On behalf of the City of Shelby, please find enclosed the required permit submittal package for
the above referenced project. The submittal package consists of the following:
1. Application Fee Payment ($480.00)
2. Application Form (FTA 04-16)(1 original & 1 copy)
3. Flow Tracking/Acceptance Form (FTSE 04-16)(1 original & 1 copy)
4. Stream Classification (WCAS 01-15)(2 copies)
5. Site Maps (Topographic and Street Level)(2 copies)
Following approval of this permit modification, the City and McGill will issue all certifications as
necessary. Should you have any questions or need any additional information please feel free
to call our office at 828-328-2024.
Sincerely,
McGILL ASSOCIATES, P.A.
/q MOZn-e-
RJ
Project Manager
RJ:sa
Cc: David Hux, City of Shelby
L \Broadstreet\Projects\2016\16.00359\Misc\APPLICATIONS\NCDEQ\30-inch Modification\2 - Cover Letter -30in GS Modification.docx
MCGILL ASSOCIATES 1240 19th STREET LANE NW, HICKORY, NC 28601 / 828.328.2024 / MCGILLASSOCIATES.COM
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATTjIOONN
FTA 04-16 & SUPPORTIIXGt�t��/DWR
Application Number:
l nbCc�] , OCT ?�1
(to be completed by DWR)
All items must be completed or the application will be returned WaROS
MUUHESVILLE RFGI0NAi_ OFFICE
I. APPLICANT INFORMATION:
1. Applicant's name: City of Shelby (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Rick Howell per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 300 S Washingtion Street
City: Shelby State: NC Zip: 28150-
5. Applicant's contact information:
Phone number: 828 484-6866 Email Address: rick.howell@cityofshelby.com
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: 2017 Westside Sewer System Improvements -Modification,
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039314 and issued date: 7/14/2017
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cleveland
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.27443' Longitude:-81.61633'
5. Parcel ID (if applicable): See plans
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: R.J. Mozeley License Number: 037937
Firm: McGill Associates
Mailing address: 1240 191 Street Lane NW
City: Hickory State: NC Zip: 28601-
Phone number: 828) 328-2024 Email Address: rj.mozelgy(a)mcgillassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: First Broad River WWTP Permit Number: NCO024538
Owner Name: City of Shelby
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ n/a Downstream (Receiving) Sewer Size: n/a inch
System Wide Collection System Permit Number(s) ; (if applicable): WQCS00037
Owner Name(s): City of Shelby
FORM: FTA 04-16 Page 1 of 5
VI. GENERAL REQUIREMENTS
1. 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 Operational Agreement (FORM: DIV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an O ep rational Agreement (FORM: FIOX 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: % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .W03(20))
bIs there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T,0114(f)
N/A
Daily Design Flow a,n
gal/day
No. of Units
Flow
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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: 0 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: W00039314
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ 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
30 229 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 Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
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
N/A
6. Power reliability in accordance with 15A NCAC 02'I' .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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(,)t & (6) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305 f) contains minimum separations that shall be provided for sewer systems:
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 drinkinS 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 hei ht
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools _
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webtaage
➢ If noncompliance with 02T.0305(t) or (g), 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 .0200? ® 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 Permitting Branch
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 streambanlcs 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:
1. Does the submitted system comply with I SA NCAC 01T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Pylains "latest version), and the �ravit Seer Min wimum Desi =n 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. Apt) roval of the rec nest is ret tired prior to sub►nittai of the Fast Track A i lication and supeortingg documents.
2. Professional Engineer's Certification:
test that this application for
I 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 tine 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
EAL
CL
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, G k attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my kaiowledge. 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;
Clr�/91(f
Date: 4 xr
!/—
FORM: FTA 04-16 Page 5 of
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 Shelby
Project Name for which flow is being requested: 2017 Westside Sewer System Improve.
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: First Broad WWTP
b. WWTP Facility Permit #: NC0024538
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 0.27
e. WWTP facility's actual avg. flow 3.02
f. Total flow for this specific request 1.0
g. Total actual and obligated flows to the facility 4.29
h. Percent of permitted flow used 71 % o
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:
Pump
Station
Firm
(Name or
Capacity,
Number)
MGD
Westside
4.896
(A)
Design
Average Daily
Flow**
(Firm / po,
MGD
1.958
(B)
Approx.
Current Avg.
Daily Flow,
MGD
0.8
(C)
(D)=(B+C)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
MGD
Flow
1.0
1.8
(E)=(A-D)
Available
Capacity***
0.158
* 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): N/A
Downstream Permit Number: N/A
Page I of 6
FTSE 04-16
III. Certification Statement:
I Rick Howell, City Manager 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 thsorrn indicates acceptance of this wastewater flow.
Signing gf-liviat Signature e �IvAle,
`
Page 2 of 6
FTSE 04-16
State of North Carolina
Division of Water Resources
Department of Environment
Divis G
Of1l� �
Watershed Classification f
Along with this form, submit a color copy of a USGS Topographic Map to identify the p,
Each map or maps must show the location of the sewer system and include location i
traverses over or near waterbodies. The map should have location ID's for eac
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://Portal.ncdenr.org/web/"wq/home/`ro
Location ID
Name of Waterbodyl
River
Basin
Waterbody
Index No.
Waterbody
Classification
Stream
Crossin 1
UT Beaverdam Creek
Broad
unknown
C
Stream
Crossina 2
UT Beaverdam Creek
Broad
unknown
C
River
Crossin
First Broad River
Broad
9-50-(28)
C
1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
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