WQ0037632_Regional Office Historical File Pre 2018

DIr Islon of Water Resources
of North. Carolina
Department oironmental Quality
Division of Water Resources
15A NCAC 02" .0300 --- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Nun)her:
I: be completed by 1)
All items must he corn pI or the application +=ill be returned
ANLICANT INFORMATION:
1. Applicant's name: Lake Norman
2. Applicant type: Q Individual
Signature authority's Warne: Eric
Title: Project Manager
Applicant's mailing, address. 7242 So trth Little I ypt Road
City: Stanley State: NC: lip: 211(164--
Applicant's contact information:
Phone number: (623) 7b4-8536 l marl Address. eric sauerr h ahc nn s.com
PROJECT INFORMATION:
ny, mt nicipalityF, , 14A, utility tc.
[,J General Partnership >d Public #.,1t:
e/County= Municipal
II5A N(ACmm02'l,r0106(b)
Project name: Trilogy l like Nonnan Parcel B C El
ck
© Other.
2. Application/Projeect status: © Proposed (News Permit) Existin PcrniillProjcci
if a modification, provide the existing, permit number: Wt)0037632 and issued date: 0 3/12,115
If new construction but part of a piaster plarr, provide the existing, permit number: WO0037632
3. County where project is located: Lincoln
4. Approximate Coordinates (Decimal Degrees): Latitude: ,_m__
5. Parcel. ID (if applicable): 100493
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
I, Professional Engineer: Dan L. Brewer License Number: 17582
I°irrt): ESP Associates, Inc,
Mailing, address 20484 Chart well "c ltet t ,, Suite I)
City: Cornelius State: NC lip: 28031--
Phone number: [phone] Email Address: dbre+sere
IV. WASTEWATER TREATMENT FACILITY (WWTF) lNFORMATION:
1. Facility Name: Killian Creek WW°1 P Permit Number: NC 0088722
O+timer Name: Lincoln. County
V. RECEIV.INC DOWNSTREAM SEWER INFORMATION (if different than'WWTF):
1. Permit Nurnher(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Col ,stem t NumbertsEjf anp.licahl), WQCS
Owner Name(s):
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 ENo ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned.
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Bus inesses / offices / factories
❑ Retail (stores, centers, malls)
❑ RetaiI with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
)Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(fl? ['Yes
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(i))
Daily Design Flow a,b
No. of Units
Flow
Single Family, 3 Bedroom
240 gal/day
8
1,920 GPD
gall
GPD
gall
GPD
gal/
GPD
gaV
GPD
gal/
GPD
Total
1,920 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.01 14] 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: WQ0037632
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04I6
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
8
72
PVC
8
9
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 peint(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 I5A 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f)_& (0
> 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
* *Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) 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 I5A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
❑Yes ®No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
ID 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

CERTIFICATIONS:
1... Does the submitted systetn comply 'with ISA 'NCAC. 02T, the Nlinimum DcsiLri Criteria for, the,
and Force Mains Llatest versionh and the Gravity Sewer Minimum Desigi (riteriallattlstyLeLsion
Yes EINo
If No, complete and submit the Variance/Alternative Design Request application (VA DC 10-14) a
review. Approval of the request is required prior to submittal of the Fast Track Application
2. Professional Engin.eer's, ('ertification:
4 11 C. revicr
(Professional Engineer's name from Application Item 111.1.)
Permittiin 'Pump Stations
as applicable'?
nd supporting documents for
and supportine documents.
attest 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
havejudged it to be consistent with the proposed design„
NOTE — In accordance with General Statutes 143-21.5,6A and 143-215.613, a.ny person who knowingly makes any false
statement,. representation. OT certification in any application package shall he 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:
3. Applicants Certification per 1.5A NCAC 02T ,0106(b):
Cate- tS4:41E7Z,_
(Signature Autho ,'s name & title from Application Item 1,3)
aflcsl tlla
s application for
has been reviewed by me and is accurate and complete to the best of my knowledge,. .1 understand that if all required parts of
this application are not completed and that &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, a.nd/or criminal prosecution. 1 vill make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 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 143-21;_5.6A and 143-245.6_, any person who knowingly makes any false
statement., representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $2,5,000 per violation,
Signature:
Date: ,a/62-7/202P,
FORM: 1TA 04-16 Page 5 of 5

COUNTY OF LINCOLN, NORTH CAROLINA
11 5 WEST MAIN STREET, 2,41) FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
www.UNCOINCOUNTY.ORC
March 19, 2020
Trilogy Lake Norman — Parcel B/C
Attn: Eric Sauer
7242. South Little Egypt Rd.
Denver, NC 28164
RE: Trilogy Lake Norman — Parcel WC Sewer Availability
Mr. Sauer,
This letter is provided in response to your request, dated March 19, 2020 for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Trilogy Lake Norman — Parcel B/C
Development (the "Project"). Lincoln County (the "County") has the actual average daily flow capacity
at its Killian Creek Wastewater Treatment Plant to treat the domestic wastewater as requested, and does
conditionally grant approval for the Project, subject, however, to the terms and conditions below:
1, . The amount of flow requested for the Project is for 8 lots with a total flow of 0 gallons per
day into LS-37 as this is a permit modification to an already existing sewer permit (WQ0037632)
with available allocation remaining on the permit; and
2. For the NCDEQ Pennits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility is the Lincoln County Sewer System, Permit
#WQCS 00149; and
3. The County shall not be named as the Permittee on NCDEQ system applications. You must
make the application to NCDEQ in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the Systetn by the County, and receipt of other
applicable documentation requested by the County; and
b. Approval of the System by NCDEQ, and proof provided to the County of a valid permit issued
by NCDEQ with an Authorization to Construct (ATC); and
c. Initiating construction oldie Project within two years of the date of this conditional approval..
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
wastewater as requested at the time all other conditions precedent have been satisfied.

This acceptance and allocation of flow shall only be effective upon your compliance with all of
the above terms and conditions and the County providing an acknowledgment that you have complied
with all of the above terms and conditions.
Included in this mailing is the Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE — 10/18) with the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8497.
Chuck King
Engineering Associate
Cc: File

Entity Requesting Al loca
Project Name for which now is being requested:
State of North Carolina
h)epartment of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
LP
ogy Lake Norman - Parcel B/C
More than one FTSE rrccrt= he required for a single project if the owner of t
P is not resporraihfe irrxdl pump
stations along the route of the proposed wastewater flow.
Complete this section only if yo tt are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Killian Creek WWTP
b. WWTP Facility Permit : NC 0088722
c, WWTP facility's permitted flow
d. Estimated obligated flow not vet tributar' to the WW"
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
1.602
8
0.000
2.860
37
Complete this section for each pum
wastewater flow.
List pump stations located between tl
ation you are responsible for along the route of this proposed
point and the WWWTP:
(A) O (C) (D)=A-©)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity. * (Firm tt` pi), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
37 WQ0032852 7.776 3.110 0.883 1.229 2.112 0.998
["lte Firm Cwapacity (clesign flow) of any pump station is clelined as the maximum pumped I 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 WAN'TP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Lincoln County Sewer System.
Downstream Permit Number: QCS()0149
Page 1 co f 6

III. Certification Statement:
I Donald V. Chamblee 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.
'Wq
Signing Official Signature
di.')t)i(te., Its ed-of
3/2 (ZcP
Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

PROPOSED SANITARY SEWER TO SERVE TRILOGY PARCEL ELICO►TT ROCK
TRILOGY PARCEL B/'C -:
ELLICOTT ROCK - PHASE
- 8" GRAVITY SSWR PIPE
& MANHOLES
( IN i`I,ET }
500 ft.

)• ES
NCDEQ/DWR
Water Quality Section —
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
tewater Branch
April 7, 2020
Sl BJECT: 'rile gy ILake Norman - - Parcel B/ . — I llicctt Rock.
Application for Sewer Extension
Lincoln County, NC
Ladies and Gentlemen,
ESP Associates has prepared the attached Fist -Track Application for Gravity Sewer and
Force Main. Included in the application is listed below
Fast -Track Sewer System Extension Application (ETA 04-l6) with
documentation
A check for the application fee in the amount of$480
Flow Tracking/Acceptance for Sewer Extension Application (VISE 1)-18)
Site Maps
Developer's Operational Agreement (DEV 1 1-17)
In summary, the project involves proposed 8-inch gravity sanitary sewer to serve 8-lot
subdivision. The proposed sewer will discharge into the existing sanitary sewer line in
Trilogy Lake Norman -- Parcel :B/C. "fhe proposed flow for the project is 1,920 gpd.
Please do not hesitate to contact me if you ha questicat s or corn ertt
Sincerely,
ESP Associates, Inc.
Dan Brewer, P.
Senior Project Manager