WQ0040590_Regional Office Historical File Pre 2018

RCJY COOPER
MICH.AEL S. REGAN
LINDA CULPEPPER
h C:. RYTH CAROL IN A
E:itvironmental C2uati'tY
January 3 1, 2019
John Edward Littlefield, Manager
DDC Construction Company, LLC
175 Davidson Highway
Concord, NC 28027
Subject: Permit No. WQ0040590
DDC Construction. Company, LLC
Abbott's Green
Wastewater Collection System Extension Permit
Catawba County
Dear Mr, Littlefield:
In accordance with your application received January 22, 2019, and additional information received
January 30, 2019, we are forwarding herewith Permit No. WQ0040590 dated January 31, 2019, to the
DDC. Construction Company, LLC (Permittee) for the construction and operation upon certification of the
subject wastewater collection system extension. This pei mit shall he effective from the date of issuance
until rescinded and shall he subject to the conditions and limitations as specified therein.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:
Condition 11.7:
ar attention to the following conditions contained within this permit
permit shall not be automatically transferable; a request must be made and approved,
Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 1 5.A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria. [I.SA NCAC 02T.01 161

sponsibility crf the Perrittce to ensure that the as -constructed project meets the appropriate
design criteria and rules. 1 ailure to corrrplyf° rn.ay° result in penalties in accordance with North Carolina
General Statute §143-215.6A through § 143-21 S. C, construction of additional or replacement wastewater
ccillection facilities] and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board,
If any parts, requirements. or lirnitz°rtions contained in this permit are unacceptable„ you have the right to
request an adjudieatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the fo of a written petition, conforming to Chapter 150l of North Carolina General
Statutes, and filed with the Office of Administrative hearings 6714 Mail Service Center, Rale !h, NC
27699 6i r 14. Unless such demands are made, this permit shall be final and binding.
1f yor need addit
via e-mail at t nat
:c net. rnrtlg
James Baysinger (P.l :) {;1 -copy)
esville Regional CJffrce P
Resources Central files (Las
PERCS (1.asert the
please contact Ori fuvAia at (70) 333 21 0 or
el ,
DacuSigned by.
A2 D84A3
r C'tt )L',p p
e °tor, Divasion of 'ate Res r urces
Corey Basinger„ Regional Supervisc.
Quality Regional Operations Section
ion of Water Resources, NC'DE
zserfihe)
Page 2 of

v ron 01 tat
Quality
WASTE ATER 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
DDC Construction Company,
Catawba County
for the construction and operation of approximately 926 linear feet of 6-inch and 348 linear feet
of 8-inch private gravity sewer, to serve 259 one and two bedroom apartments and 64 three
bedroom apartments, as part of Abbott's Green, and the discharge of 85,200 gallons per day of
collected wastewater into the DDC Construction Company, 1.1C existing sewerage system,
pursuant to the application received January 22, 2019, and additional information received
January 30, 2019, 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 Environment and Natural Resources 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,
cDocuSigned by:
4.1,1446, 11 P4444
F161FB69A2D84A3„
fr Linda Culpepper
Director. Division of Water Resources
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management
Permit Number: WQ0940590
Permit Issued: January 31, 2019
ission
Page 3 of 10

SUPPLEMENT TO PERMIT COVER SHEET
DDC Construction Company, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the City of Conover Waste Water
Treatment Facility in accordance with Permit Number NC0024252.
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 Gravity 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 I, 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.
1. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 85,200 GPD, shall be made tributary to the
subjectsewer 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)],
IL STANDARD CONDITIONS
L 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 fromthe 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 14.3-215,1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit: 15A NCAC 2'T'; 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 materials unless specifically mentioned herein. [15A NCAC
02T.01 10]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 021 .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 .0401 If an individual
permit is not required, the following performance criteria shall be met:[15A NCAC 02T .0108(b)]:
Page 4 of 10

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.
b, A map of the sewer system shall be developed and shall he 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.
g.
A general observation of the entire sewer system. shall he conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and publicnotice shall be provided as required by
North Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall he 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 and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 10

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].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Forrn 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 problem does 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. [CIS. 143-
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 overflow or bypass discharge of wastewater
to the surface waters ofthe State. [1.5.A. NCAC 02T.0108(b)j
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 applic,ahle. Any wastewater now 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 Permittee 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 8.i: 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 alter 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-compliance 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-compliance with this permit (including but not limited to pipe length changes
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
Page 6 of 10

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 discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T .0.116]
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 he 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).1
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 .01 16]
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.
arid/or referral of the North Carolina -licensed Professional Engineer to the licensing board, [15.,A
NCAC 02T .01.04; 15A NCAC 02,1 .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 021 .01 10 '15A NCAC 021 .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. [G.S. 143-215, I (h)]
Page 7 of 10

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.01 I 6.
Certifying Engineer:
Certification Review Date:
Project Name:
WQOO Project: County:
1) Has permittee information changed since the permit was issued (or ast modified): change of mailing address,
change of ownership, transfer from developer to EWA/KM, etc. . Yes No
If yes, please provide either a change of ownership form or new contact information. Note that. transfer of
permits from the developer to thelHOAJP0A must occur with the .first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? L Yes L No
3) Final Engineering certification? LJ Yes 7 No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to he certified.
4) Adequate information. related to sewer lines: 0 Yes I— No 0 N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines,
• Manholes have been. installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump station.s: Yes El No I N/A
• Ensure power reliability option was selected per I5A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of tile following:
• ISA NCAC 02T. Minimum Design Criteria (MDC) tortirtnjt
he e
0
Yes 0 No r N/A.
avitv Sewers (latest version), and
MDCIor the Permittiril_of Puma Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with I5A NCAC 02T.01.05(b), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit,. either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (I5A NCAC 02T .0402(2))? fl Yes F1IJ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limitedto pipe length changes of 10% or greater, change in (mow, pump station design capacity design change of 5% or
greater, and/or change in the number/type ofconnections)? [ Yes E No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: DDC CONSTRUCTION COMPANY, EEC
PERMIT #: WQ0040590
PROJECT: ABBOTT'S GREEN
ISSUE DATE: JANUARY 31,2019
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 Permit -tee to
appropriate enforcement actions. The Permittee 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.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Nair
Signature
ENGINEER'S CERTIFICATION
Date
1, , as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe (L periodically, D weekly, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the hest 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; 15A 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:.
—1 Final
Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Region& Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

'Mon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC Or I- .0300 FAST TRACK SEWER SYSTEM EXTENSIONAPPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
o h: compicted by DV
All items must be completed or the application siII be returned
I. APPLICANT INFORMATION:
1„ Applicant's name: DDC Construction Company, ELC„ (compan. municipality, HOA, utility, etc.)'
LI Privately -Owned Public Utility
Other
Applicant. type:
LJ 'victual 7orporation El General Partnership
[1 Federal [] State/County Municipal
3. Signature atithority's name: John Edward Littlefield per 15A. . CAC 02T :Olt
Title: Manager
4, Applicant's mailing address: 175 Davidson Highw-
City: Concord State: NC Zip: 28027
5. Applicant's contact information:
Phone number: (7(4) 886-2006 Email Address: elittlefield0,:a,daviddrye.com
II. PROJECT INFORMATION:
1. Project name: Abbott's Green
Application/Project status:
Proposed (New Permit)
L".] Existing Pcrrntt Protect
Iliamodification: provide the existing permit number: WQ00 and issued date:
ITI1CW construction hut part of a master plan, provide the existing permit number: WON_
3. County Where project is located: Catawba
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.718' Longitutle: -81.195'
5„ Parcel ID (if applicable): 374216845601167561
or Parcel ID to closest downstream. sewer)
Ill..CONSULTAN'T INFORMATION:
1. Professional Engineer: JaniCS Baysinger License 'Number: 3.4628
Firm: Stewart. inc
Mailing address: 101N.Tryou Street, Ste 1400
City: („:"harlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: jbaysingerkstewartinc.com
IV. STEWATER TREATMENT F. ILITY (WWTF) INFORMATION:
1. Facility Name: NEWWTP Permit Number: NC0024257
Owner Name: City of Conover
V, RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): WO Downstream (Receiving,) Sewer Size: inch
tv stern Wide Collection System Permit NumbertslitT applicable.): WQCS
Owner Name(s):
FORM. FTA 04-16 Page 1 45

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of .Public Convenience and Necessity been attached?
0 Yes 0No 'N/A
„f the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: EV' been attached?
0 Yes DNo 4N/A
.rs' ili-sociation, as an Operational A.greemem (FORW 1 li)\J been attached?
0 Yes DNo N/A
3, It -the App ican
4. Origin of wastewater: (check all that apply):
D Residential Owned
Residential Leased
0 School / preschool / day care.
Ej Food and drink facilities
0 Businesses / offices / factories
Ej Retail (stores, centers, malls)
El Retail with. food preparation/service
Ej Medical / dental / veterinary facilities
fl Church
LJ Nursing Home
5. Nature of wa.stewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15.A NCAC 021 .0103(201)
1s there a Pretreatment Program in effect?
6. 1-las a flow reduction been approved under 15A NCAC 02 I („1.114(_Cl? Ej Yes
yes, provide a. copy (Allow reduction approval letter
7. Summarize Wastewater generated by project:
Establishment Type (see 02T.0114(f))
1 & 2 BR Rental Apartments
3 BR Rental Apartments
Daily Design Flow "
240. gallday
360 gal day
LJ Car Wash
• .Hotel and/or Motels
Li Swimming Pool "'Clubhouse
• Swimming Pool/Filter Backwash
LJ Other (Explain in Attachment)
No
No. of Units Flow
62,160 GPD
23,040 GPD
GPD
gat GPD
gall
gall GPD
Total 85,200 GPI)
a See 15 NC.A(T 0.2T .0114(fil (d),_(e)(1) and (e)(22j 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 15.A NCAC 02T .0111.4(c), design flow rates for establishments not identified [in table 15,A NCAC 0'2T..01141 shall be.
determined using available flowdata, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 85,200 GPI) (per 15 \ NCzAC 024 .0114)
Do not include future flows or previously permitted allocations
if permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
LI Rehabilitation or replacement of existing .sewer with no new flow expected
0 Other (Explain):
FORM: Et A 04-16
Page 2 of 5

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 APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by .1) \X"Rt
All items must be completed or the application will be returned.
I. APPLICANT INFORMATION.
1, Applicant's name: DDC Con.struction Comany, LLC. (company.. municipality, HOA, utility, etc.)
2. Applicant type: LJ Individual
E] Federal. D State/County fl Municipal
Sig.nature authority's nameIohnf1ward LttkfkId per l NCAC 02T .0106(b)
Title: Manager
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(iidaviddrye.corn
D. PROJECT INFORMATION:
1. Project name: Abbott's Green
2. Application/Project status:
Corporation [1] General Partnership
1::] Privately -Owned Public Utility
El Other
ri Proposed (New Permit) 1 Existing Permit/Project
If a modification., provide the existing permit number: WQ00 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: 35.7 I Lon.gitude: -81.195'
5. Parcel ID (if applicable): 3'74216845601/67564
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1_Professional Engineer: James Baysinger License Number: 34628
Fimt: Stewart, inc
Mailing address: 101 N. Tryon Street. Ste 1400
City: Charlotte State: NC
Phone number: [phone]
Zip: 28202-
Email .Address: iha
IV. WASTEWATER TREATMENT FACI LIT% (WWII') INFORMATION:
1. Facility Name: NEWWTP
Owner Name: City of Conover
Pemnt Number: NC0024252
c.c :nn
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than VWTF):
1. Permit Number(s): WQ, Downstream (Receiving) Sewer Size: inch
System Wide Collection Syste. . Nurnberta(jfluallicabis): 'WQCS
Owner Name(s):
FORM: FTA 04-16 Page l of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers :
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
NIaterial
8"
6"
348
PVC
20
DIP
6"
906
PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 contains intbrmation related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIU. PUMP STATION DESIGN CRITERIA (If Applicable) — 021' .0305 & M DC (Point) Stations/ ce. Mains):
COMPLETE FOR .EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or .name: Not A "cable
2 Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational pointts) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
feet total dynamic head (TDH)
Material
6, Power reliability in accordance with 15A NCAC 02T .0305(1)(1 j:
Ej Standby power source or pump with automatic activation and telemety 1.5A NCAC 02T ,0305(h.)(' (B),
• Required for all pump stations with an average daily flow greater than or equal to I 5,000 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 - l5A 'NCAC 021
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - iSA NCAC 02T ,0305(h)( )(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 stationsstorage
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: IFTA 04-16 Page 3 of 5

IX. SETBACK'S & SEPARATIONS — (02B .0200 & iSA NCAC 02T .0305(0):
I. Does the project comply with all separations found in 1.5A NCAC 02'r .0305(1) & (g)
• I5A. NCAC 02'1.0305 0 contains minimum searations that shall be provided for sew
Setback Parameter*
Storm secrs and other utilities not ed be ow vertica
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines vertical - reclaimed over sewer)
Reclaimed ‘vater lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Classlor
Class 11 impounded reservoirs.used as a source of drinking water
classified WS (except WS-I. or WS-V), B, SA, ORW, IIQW, or SB from normal
ater (or tide elevation) and wetlands (see item 1X.2)
.Any other stream, lake, innpoundme.nt, or ground water lowering and surface drainage
es
buildingfoundation
basement
"S
S:
Yes E] No
Separation Required
24 inches
inch
0 feet
inches
100 feet
50 feet
10 feet
feet
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
inage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
"fr
eet
10 feet
36 inches
I5A NCAC 02'1.0305(.0 contains alternatives where separations in 021.0305(f) cannot be achieved,
**Stream classifications can be identified using the Division's NC Surtlice Water Classifications +Nava&
If noncompliance with 02T.0.305(fi1rIgh see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes
"fr 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 builtdocuments should reference the location of areas effected
A
3, Does the project comply with setbacks found in the river basin rules per I5A NCAC 02B .0200? Yes El No El N/A.
• This would include Trout Buffered Streams per I 5A NCAC 2[3.4)202
4. Does the project require coveragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Pei-minim:1 Branch
El Yes No
5. Does project comply with -I 5,A N( AC 02"1.0105(c)(.6) (additional permits/certifications)? Yes •No
Per 15.A NCAC 02T011)Jj. 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 15„I NC,AC 0210402, "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,
El Yes No t4 N/A
fr 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 ISA NCA(' 02T.04113(a)(5) or the permitee's individual System -Wide Collection permit.
.FOR. 1: FM 04-16 'Page 4 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 ilatest 'version as applicable?
E Yes No
If No, complete and submit the VarianeelAlternative Design Request application (V,/‘,DC. 10-14) and supporting documents tbr
review, Approval of the request is required prior to .submittal of the Fast 'Track pDliettion and -u 'n (locum • ts,
Professional Engineer's Certification:
e c
(Pro te5570na1 Entineej- name from Application Item W.I.)
attest that this application for
has been reviewed by me and i5 accurate, complete and consistent with the information supplied. in the plans,. specifications,.
engineerina calculations:, and all other supporting, documentation to the hest of my knowledge, ['further ,attest that to the best
of my knowledge the proposed, design has been prepared in accordance with the applicable regulations, Gravity Sevver
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 1 have reviewed .this material and
have judged it to be consistent with the proposed design„
NOTE — In accordance with General Statutes 143-215.6../.\ and 143-215,6B, any person who knowingly makes an false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, ‘vitieh may
include a tine not to exi.ieed. S 10,000, as well as civil penalties up to 525,000 per violation.
North Carolina Professional Engineer's seal, signature, and date;
SEAL
34628
f,
—1/1/17t113
Applicant's (.."ertification per 15A NCAC 021 „0 I 06
elv attest that this application :for
(Signature Authority's name & title .from ,Application Item 1
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 surte waters or the land ‘vill result in an immediate enforcement action that may include civil penalties,.
injunctive relief, and or criminal prosecution. T. will make no chin t against the Division of Water Resources should a condition
of this permit be violated. I also understand that i r all required parts of this application package are not completed and that if
al [ required supporting information and attachments are not included, this application package will be returned ¢o me as
i.11Comp let e.
NOT.E — In accordance with General Statutes 143-25,6.1 and 143-215.6B, any p crson who .knowinglv makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a line o exceed 510,000 as 'ell as civil. penalties up to $25.,000 per violation,
Signature:
Date:
1()R. F TA 04-16
Page 5 of 5

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 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.
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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
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 'flaws are in MGD
1.5 MGD
0.237972
0.815
.0852
1.13817
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) (8) (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, * (Firni / p0, Avg. Daily Daily Flow, Obligated Availabk
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
(pt) 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 WW1? where the Available Capacity is < O.
Downstream Facility Name (Sewer): N/A
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

CERTIFICATIONS:
1. floes the submitted system comply with f
and Force Mains (latcst v •f ion), and the
IfNo, complete and suhrnit th
review, ,Approval of the retitle
tonal Engineer's Certification:
C 02T. the tilirt tnum Des . t
r;9c � ity Paz t linin�un1 Design Criteria
Yes No
rttati ri. Design Request applie~aii
ri ttrk r t submittal of the Fast
he
141
aA4rplicall+nl
trpplica
sul pcsrt n, documents for
d sup taot"lift„ documents,
ation for
has been revie^,ved by me and is accurate:, complete and consistent with the information supplied in the plans, specifications,
irteering calculations, and all other supporting documentation to the best of my knotiledge. I further attest that to thr best
try knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
ini Des' t t"ritcrla lirr Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Station; and Iitrce llairss lla,et c.rsic rt). A:It:hough other professionals may have developed certain portions of this
submittal pachagc, utclustratt cif tlaesc tuaterials under my signature and seal signifies that l have reviewed this material and
have judged it to he consistent ~:sith the l rripos
NO"Ili — In a cctdance with General Statutes 143-215,6A and 1432155.6B, any p r t n who knowingly rnakes any false
statement representation, or certification in any application package shill be guilty of a Class 2 misdemeanor, ;which may
in -lade a tine no to exceed $10,000, as well as civil penalties up to $25 000 per victlatic`tn.
North (2arolina Professional Engineer's seal, signature, and date:
Applicant's Cortiticati
ha
• apt)! iCat lOn are not
application package k.age is so
discharge system to surface or the land
injunctive relief, andlor criminal prosecution.
of this permit be violated. I also understand that if
all required supporting information .and attachment?
incomplete,
NCAC 02P1, .0100(b):
f
Au
and isav
,true titl
pleted and thrt
NOTE In accordance with General
statement, representation, or c:ertifca
include a fine e c-eed $10,00U a
Signature.
Application
uplete to the best of my 'knowle,
luired supporting document,sticrn
o.mplete. l understand that any disch.
.daate enforcement action
0
quired part
e not included,
applicatic
understand that if all re) trit° 3 parts 0f
is are not ins udcd, this
a
penal
ie Division of Water Resources should a condition
application package are not coin pl red rnd that if
is application package will be returned to nie as
43-2i5:,6A and 1.4 l 5 6B any person, who knowingly makess an false
application package shall he guilty of a Class 2 misdemeanor, which may
ivil penalties rap to $25,000 per violation,
04-1t

11f. Certification Staterncrrt
Michael Fox certify to the hest of my knowledge that the addition of
the volume ofvaste°ater to be permitted n 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
atment plant under normal circumstances, given the implementation of the planned improvements
died in the planning assessment where applicable. This alysis 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 1 and 11 plus all attached planning assessment addendum for which 1
am the responsible party. Signature of this for.: certifies that the receiving collection system or treatment
works has adequate capacity to transport and great the proposed new wastewater,
Page 2of6

PLANNING ASSESSMENT ADDEND
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity i
Pump Station (Name or Nurnber):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MG[) of the Available Capacity (F) in Pump Station
�.� and that
b. d he rate of activation oi�
thus obl gated not vet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the require' planned capacity, nanely
is in design or under construction with
and!or•
planned completion in
The following applies:
Therefore:
Given reasonably expected conditions and planning infonnation, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -a
infrastructure,
ing capacity in the system
1 understand that this does not relieve the collection s °stem owner from complying w°ith G.S. 143-
15,67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Page 3of6
0-18

reline Secre c#ti St Search Re
g1f"l
it an Annual Repot- Amend an Annual Report ° Upload d PDF Piling = Order a Document Online Add
Entity to My Email Notification Lust View Filings • Print t an Amended a Annual Report form , Print a Pre-
Populated Annual Report form
ted Liability Company
Legal Name
1rnstrutirn F,orran, .0
r io
Sosid: 177769
Status: Current -.Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed:12/1/2010
Registered Agent: Littlefield, JohnE.
Addresses
a ling Principal Office ff
175 Davidson Hwy 175 Davidson Hwy 175 Davidson Hwy
Concord, NC 28027-4205 Concord, 7- Concord, NO 28027-4205
Reg Mailing
175 Davidson Hwy
Concorc NC 7-4 0
Co pany Officials
Ali LL s are fro is d by their anagers pursuanto N. C.C.S 7D- 20,
Manager
John E, Littlefield
175 Davidson Highway
Concord NC 28027
is'
Reg train Results 1 1 ?10:1'

NORTH

Geospatial
information Services Real Estate Search
1 in=600ft
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 mapfreporl product was prepared from the Catawba County, NC Geospatiat 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
0111612019

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;
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
Please contact me with any comments or questions at [phone].
Sincerely,
Jamey Baysinger
Project Manager
Enclosures (listed above)
CC: Joe Mullins, DDC
6-18
101 NORTH TRYON 5T, CHARLOTTE, NC
SL7STE 1400 28202
T7©/
FT..