WQ0039534_Application (FTSE)_20190201

Odom
Engineering PLLC
January 16, 2019
Barry Love
North Carolina Department of Environmental Quality
610 East Center Avenue
Suite 301
Mooresville, INC 28115
Subject: Fast Track Sewer System Extension Application
James Pointe Apt Homes Sewer
Iredell County
Permit Modification to WQ0039534
Dear Mr. Bell:
169Oak Street • Forest City, NC 28043
office 828.247.4495 • fax [phone]
RECEIVEDINCDENR/DWR
JAN 17 2019
WQROS
MOORESVILLE REGIONAL OFFICE
We are submitting a Fast Track Sewer Extension Application for James Pointe Apt Homes located in
Iredell County This submittal includes the following items:
• Signed Fast Track Sewer Application (FTA 04-16)
• Check for application fee - $480.00
• USGS Topographic Map
If you have any questions or need additional information, please contact me at 828-247-4495 or
[e-mail].
Sincerely,
61 a (—�
David Odom, P.E.

1
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTENI EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
by DWR) RECEIVED/NCOENR/DWR
All items nnrst be connrleted or the amnlication will be returned JAN 17 2019
1. APPLICANT INFORNIATION: WORDS
MOORF_SVILLE REGIONAL OFFICE
I. Applicant's name: City of Statesville (company, municipality, HOA, utility, etc.)
2. Applicant type: F1Individual F1Corporation E]General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® municipal ❑ Other
3. Signature authority's name: Scott Harrell PE per 15A NCAC 02T.0 106(U
Title: Public Works Director
4. Applicant's mailing address: PO Box 1111
City: Statesville State: NC Zip: 28687-iI I I I1 I
5. Applicant's contact information:
Phone number. [phone] Email Address:
11. PROJECT INFORMATION:
I. Project name: James Pointe Apt Homes
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W 00039534 and issued date: 10/12/17
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Iredell
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.826388° Longitude: -80.873611°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer: DAVID W ODONI. PE License Number: NC 21130
Firm: ODONI ENGINEERING, PLLC
Mailing address: 169 OAK ST.
City: FOREST CITY State: NC Zip: 28043-_
Phone number: [phone] Email Address: dividodonn(nlodonneneineering.com
IV. WASTEWATER TREATMENT FACILITY (NVWTF) INFORMATION:
I. Facility Name: Fourth Creek W WTP Permit Number: 0031836
Owner Name: CITY OF STATESVILLE
P. RECEIVING DOWNSTREANI SEWER INFORDWTION (if different than WWTF):
1. Permit Nunnber(s): W00039534 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Nunnber(s) (if applicable): WQCS00030
Owner Name(s): CITY OF STATESVILLE
Page I of.5
FORNI: FTA 04-16

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 NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM7 DEV) been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Home/Property Owners Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: �clteck all that apply):
N Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service E] Hotel and/or Motels
ElSchool / preschool / day care E]Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
❑ Food and drink facilities El Church
❑
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _°/g Commercial
_% Industrial (See 15A NCAC 02T 0103(20
L—
D Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(.17 ❑ Yes ❑ No
If Provide a copy of flow reduction approval letter
cwaetawater generated by Droiect
Establishment Type (see 02T.0114(fl) Daily Design Flow ..b
No. of Units
gal/
gal/
iGP
gal/
gal/
gal/
GPD
gaV
GPD
Total
0 GPD
a See 15A NCAC 021.01 14(b)(d) (e)(1) and (e)(21 for caveats to wastewater design flow rates (i.e., minimum now 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.01 14(c), design now rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4 GPD (per 15A NCAC 02T.01 I
➢ 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
N Other (Explain): Future sewer service per easement agreement between J C Faw & developer. No flow at this time.
Page 2 of 5
FORM: FTA 04-16

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02T.0305&MDC (Gravity Sewers:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
g 726 DIP
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) --9-2T .0305 & MDC (Punta Stations/Force Was):
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
6. Power reliability in accordance with 15A NCAC 02T 0305(h1W:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
D 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.
D 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: PTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS—(02B .0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 021'.0305(f) & (a) ® Yes ❑ No
Y Ur\IVI.HI. VLLWw� wuwum uwuumw oe .............. ,ho..! s..hal. be ._.T.d_e.d_f_nr-Sewersystems:
Separation Required
Setback Parameter*
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 -1 waters of Class I or
Class lI im ounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -1 or WS -V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item 1X.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
10 feet
ditches
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(g) contains alternatives where separations in 2T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC a,rface Water Classifications webnaee
D If noncompliance with 02T 0305(() or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
Yes No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B.0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B4O202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I SA NCAC 02T.0 105(c)(6 (additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 021.0105(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 I SA 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
➢ 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. Approval of tile reg est Is required prior to submittal of the Fast Track Ann licationandsunoortin2documents.
2. Professional Engineer's Certification:
�t,D W. �ppp/( �� attest that this application for
name from ADDlication Item 111.1.)
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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which ay
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
......- l— ......
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
(Signature Authority's dame & title from Application nem rs.)
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 143-215.66, 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: GSI Date: 146 /201
Page 5 of 5
FORM: FTA 04-16

Historical Topo Map
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This report includes information from the
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ADDRESS:
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CLIENT:
GeoTechnologies, Inc.
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This report includes information from the
following map sheet(s).
TP, Statesville East, 2013, 7.5 -minute
W, Statesville West, 2013, 7.5 -minute
0 Miles 0.25
0.5 1 1.5
SITE NAME:
James Pointe Apartments
ADDRESS:
Turnersburg Highway
Statesville, NC 28625
CLIENT:
GeoTechnologies, Inc.
N•
4713042 - 4 page 6

Central Files: APS _ SWP
2/1/2019
Permit Number WQ0039534
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
23,520
Facility
Facility Name
James Point Apt. Homes
Location Address
Owner
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
B Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
City of Statesville Government - Municipal
Owner Affiliation
Ron Smith
PO Box 1111
Dates/Events Statesville NC 28687111
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/12/2017 1 /31 /2019 2/4/2019 2/4/2019
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin