WQ0040590_Application_20190131

A�
STEWART
January 18, 2019
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Abbotts Green Townhomes
Fast Track Application FTA 10-14
To whom it may concern;
RECEIVED/NCDENR/DWR
JAN 2 2 2019
WQROS
MOORESVIL.LE RFGI
GIQNAL OFFICE
Enclosed please find the Fast Track Application for the referenced project.
The project includes the construction of private sanitary sewer extensions to serve
twenty-seven (27) residential apartment buildings (323 individual units) and connect
to the City of Conover's public gravity sewer system.
This package includes the following;
• Check #1076 in the amount of $480.00
• Application and Checklist (FTA 04-16)
• Street level map (by Google, 2015)
• USGS Quad map (by Google Earth)
• City of Conover Flow Tracking/Acceptance for Sewer Extension (FTSE 10-18)
Please contact me with any comments or questions at [phone].
Sincerely,
Jamey Baysinger
Project Manager
Enclosures (listed above)
CC: Joe Mullins, DDC
STRONGER BY DESIGN
101 NORTH TRYON ST. CHARLOTTE, NC T 704.334.7925
SUITE 1400 28202 F 704.334.7926

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 Number: l' Vol 576,to be completed by DWR) RECEIVEDINCDENR/DWR
All items must be completed or the application will be returned JAN 2 2 2019
L APPLICANT INFORMATION: WQROS
I. Applicant's name: DDC Construction Company. LLC. (company, municipality, HOA, utility, etc.rOORESVILLE REGIONAL OFFICE
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: John Edward Littlefield per 15A NCAC 02T .0106(b)
Title: Manaeer
4. Applicant's mailing address: 175 Davidson Highway
City: Concord State: NC Zip: 28027
5. Applicant's contact information:
Phone number: [phone] Email Address: elittlefield@@daviddrve.com
II. PROJECT INFORMATION:
I . Project name: Abbott's Green
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Catawba
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.718° Longitude: -81.195°
5. Parcel ID (if applicable): 374216845601/67561
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James Baysineer License Number: 34628
Firm: Stewart. inc
Mailing address: 101 N. Tryon Street, Ste 1400
City: Charlotte State: NC Zip: 28202 -
Phone number: [phone] Email Address: ibaysingerOstewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: NEW WTP Permit Number: NCO024252
Owner Name: City of Conover
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page I of 5

VL 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 (FORM: DFV) 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: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
N 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: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T.0 103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.0 I 14(f)? ❑ Yes N No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 027.0114(11)
Daily Design Flow 0
No. of Units
Flow
1 & 2 BR Rental Apartments
240 gal/day
259
62,160 GPD
3 BR Rental Apartments
360 gal/day
64
23,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
85,200 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 85200 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
L Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
348
PVC
6"
20
DIP
6"
906
PVC
➢ 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 (Point) Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Not Applicable
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(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

X. CERTIFICATIONS:
1. 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 the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
I, `-ICA w 5 h 6R
name from Application Item 111. 1.)
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. 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:
SEA
34626
,'W.--•I.v;
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & title from Application Item
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 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 certificate n in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine }moo exceed $10,000 as ell as civil penalties up to $25,000 per violation.
Signature:
Date: I (v
FORM: FTA 04-16 Page 5 of 5

MvWon or wairt k: solwc.v-3
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: DDC Construction Company, Inc.
Project Name for which flow is being requested: Abbott's Green
More than one FTSE nuty be required far a single project if the owner of the WWTP Is not responsible far all punnp
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name: City of Conover Northeast Wastewater Treatment Plant
b.
WWTP Facility Permit #: NC0024252
All flows are in MGD
c.
WWTP facility's permitted flow
1.5 MGD
d.
Estimated obligated flow not yet tributary to the WWTP
0.237972
e.
WWTP facility's actual avg. flow
0.815
f.
Total flow for this specific request
.0852
g.
Total actual and obligated flows to the facility
1.13817
h.
Percent of permitted flow used
75.9%
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 Pump
Average
Approx, Not Yet Total Current
Station Station
Firm Daily Flow"*
Current Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / pf),
Avg. Daily Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD MGD Flow
Capacity***
N/A
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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 1 of 6
FTSE 10-18

IIl. Certification Statement:
I Michael Fox 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.
Signing Official
Title of Signing
Date
lits U/^
Page 2 of 6
FTSE 10-18

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Limited Liability Company
Legal Name
DDC Construction Company, LLC
Information
Sosld: 1177769
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/1/2010
Registered Agent: Littlefield, John E.
Addresses
Mailing
175 Davidson Hwy
Concord, NC 28027-4205
Reg Mailing
175 Davidson Hwy
Concord, NC 28027-4205
Company Officials
Principal Office
175 Davidson Hwy
Concord, NC 28027-4205
Reg Office
175 Davidson Hwy
Concord, NC 28027-4205
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
John E. Littlefield
175 Davidson Highway
Concord NC 28027
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/18/2019

catawba county Geospatial Real Estate Search
,r► MAK 0. „�,„�. ,,,,,,. Information Services
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Parcel: 374216845601, 1005 ROCK BARN RD NE CONOVER, 28613
Owners: ABBOTTS GREEN APARTMENTS LLC,
Owner Address: 175 DAVIDSON HWY
Values - Building(s): $0, Land: $231,500, Total: $231,500
This map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report. Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and
personnel, disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2014 Catawba County NC
01/16/2019