WQ0041563_Regional Office Historical File Pre 2018

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: e'V L ft)6 (to he completed by DVv'tt,)
All items must be completed or the applieation will be.returned
APPLICANT INFORMATION:
1. Applicant's name: East, Lincoln Fire Department (company, ttttmicipality, l-IOA, utility, etc,.
[1 General Partnership © Privately -Owned Public utility
Li Federal [1] State.a'County [j Municipal 0 Other
2. Applicant type: [1 Individual [1 Corporation
Signature authority's name: Janes Martin per
Title: Chairman
4. Applicant's mailing address: 406 S. Pilot Knob Road
City: Stanley State: NC Zip: 28 164-,_
5. Applicant's contact information:
Phone number: (1ail t'9j 170 / 'nail Address:,
aj
IL PROJECT INFORMATION:.
1.. Project name: East Lincoln Fire Departm.ertt
" . Application/Project: status: ® Proposed (New Permit) © Existing Permit/Project
If a modification, provide the existing permit number: WQ€O0 and issued date:
If new construction but part of a rn.aster plan, provide the existing permit number: WQ00
3. County where project is located: Lincoln
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4557' Longitude: -8 E0437'
5. Parcel I.D (if applicable): 50192
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
I. Professional Engineer: Dan Brewer P F,. License Number: 17582
Firm: ESP Associates,_Inc,
Mailing address: 20484 Chartwell Center Dr, Suite
City: Cornelius. State: NC Zip: 28031-
Phone number: [phone] Email Address: dbre
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Killian Creek WWTP Permit Number: NC 0088722
Owner Name: Lincoln County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receivin.g) Sewer Size: 8 inch
S (m,.oIlec.,11 911 ti:.f.1.1,..'Mi ir_\u it h.j )1wq 4p?p1_ra sly ,'M: WQCS00149
Owner Name(s): Lincoln County
RECEIVE EIVEDWCDE:i P D61a°i
WQROS
RM: FTA 04-16 Page I of 5

Vi. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Ccrtificat
Yes ❑No
2., Ifthe Applicant is a Developer of lots to be soldhas a P_? ,v e lol;?ef s
❑ Yes ❑No EN/A
If the Applicant is a l l :}lv,/y
4. Origin of
ater: (check all that apply):
❑ Residential. Owned
❑ Residential Leased.
❑ School J preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
5. Nature of wastewater : 100 % f:
of Public Convenience and Necessity been attached?
v is ail }fit^t` 9 � ��t 11 t 9P 1: i3t:^:4}`l been attx ched?.
N/A
El Yes ❑No ®N/A
❑ Retail (stores, centers, malls)
© Retail with food preparation/service
❑ Medical / dental / veterinary facilities
Church
Nursing. Nome
mestie/Conimercial
% Industrial (time_
�ls there a Pretrea
eduction been approved under
arovide a copv of flow reduction n tproval
7. Summarize wastewater generated by project:
Establishment Type (see 021.01 14(f,
Fire or Rescue with on -site staff
50 g<
/e Commercial
ent Program in effect?
4{ ? ❑ Yes
Design Flow '°�
Person per shift
gal/
gal/
cmul_Ll. OR I been attached?
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool ./Clubhouse
❑ Swimming Pool/Filter Backwash
Other (Explain in .Attachment)
No
No. of Units
Flow
5
250 GPD
gal/
gal/
gala''
GPD
GPI)
GPD
GPD
GPD
Total
250 GPD
a See 1 /'\ Pit AC 021. 411 1 10 _Ld) 0, 1) �g i�'1(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 publicuse areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in i.i,Sk..4m'A.-- ).
b Per 15A NCAC 0217.01 I4(c), design flow rates for establish. eats not identified [in table rcl
determined using avail.ablc flow data, water using fixtures, occupancy or operation patterns
Wastewater generated by project: 250 GPD (per
Do not include future flows or previously permitted ahocations
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:
(_f Rehabilitation or replacement of existing sewer with no new flow expected
Ej Other (Explain):
shall be
nd other measured data.
FORM: FTA 04-16
Page

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - fly "I"
1. Summarize gravity sewer to be permitted:
Material
PVC:
DIP
Section II & .Ill of the MDC for Permitting, of Gravity Sewers contains infonraat
Section 111 contains .information related to minimum slopes for gravity sewers)
▪ Oversizing lines to meet minimum slope requirement is not. allowed and a violation of the MUC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —112T fldtl5 & 11(;)Cm (Punk
COMPLETE FOR EACW PUMP STATION INCLUDED IN TFIIS_PRO,IECT
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 (TDIi)
5. Summarize the force main to he permitted (for this Pump Station):
Size (inches)
.4100.0
Length (feet)
esign criteria
Power reliability in accordance with 1 5 \
El Standby power source or pump with automatic activation and telemetry 15A NCAC 02T ,0305(hX1)(f3)=
• 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
O if the pump station has an average daily flow less than 15,000 gallons per day:
D Portable power source with manual activation, quick -connection receptacle and telemetry - t5'A NCAC 02T
.0305(h)(1)(C)
ur
0 Portable pumping unit with plugged emergency pump connection and telemetry - 1. 5A NCAC 02T .0 305(h)(1)(C):
1t. 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.
tithe portable power source or pump is dedicated to r.ultiple pump stations, an evaluation of all the pump statiotn.s' storage
capacities and the rotation schedule of the portable power source or pump, including travel titnefr mes, shall be provided
in the case of a multiple station power outage.
FORM: F`TA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A. NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 1.
im provideds stems;
SA NCAC OZ°I'.t)305�coratarns minimum sep4►r°attons that shall. he for sewer
Setback P
Storm sewers rati other utilities rno't listed below (v
Wafter mains verticater over sewer including in benched trenches
Writer attains "horizontal)
Reced water lines vertical - reciaitrae=d over sewer)
Reclaimed water linesJlaorizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters ofC 'lass 1 o
Class 11 imou.nded reservoirs used as a source of drinking water
**haters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water "or tide elevation) and wetlands (see item IX.2)
**Any other stream, lali
ditches
An buildindation
An 'basement
rnpoundment, or ground water lowering and surface drainage
To slo e of ettnbankment or cuts of 2 feet or more vertical hei h
Drainage systems and interce for drains
An wirn.rnint pools
Final earth rad.e vertical
Stream clas
If .noncompliance
,I contains alternatives where separations in (.�Y 1w
s can be identified using the Divisions N,
see Section X of this application
Yes
in Required
24 inches
8 inches
I 0 feet
inches
10 feet
5 feet
0 feet
1.0feet
5 feet
annot be achieved.
Does the project comply with separation requirements for wetlands? (50 feet of separation) © Yes
• See the Division's draft separation requirements for situations where separation cannot be meet
" No variance is required lithe alternative design criteria specified is utilized. in design and construction
r As built documents should reference the location of areas effected
Does the project con ply with setbacks found in the
➢ This would include Trout, Buffered Streams per
basin rules per 1 AA ' `(..
Nt`,A,(. 213.0:.02
4. Does the project require coverage lauthori;tataon under a 404 Ntationw ide or
individual permits. or 401 Water Quality Certifications?
• information can he obtained from the
Does project comply with
Per .I 5 1 NC_AS 0' p (1 ¢) Lc.1+
been applied for, or have hee!
sedimentation control plans, stormwater management plans, etc.).
'additional t-tennitsicertification
1, rlarcetly related environmental permits or certification applicatio
obtained. Issuance of this permit is contingent on issuance of dep
No
No
N/A
Yes Li No ll N/A
• Yes
Yes
® Yes No
�s are being prepared, have
ndent permits (erosion and
Does this project. include any sewer collection lanes that are deemed "high -priority"?"
Per A NC !;' 1 ( 0 " "high -priority sewer" paeans "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.
0 Yes No Q 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 perm.ittee or its representative at least once every, onths and ins
documented per I5A NCAC 02T.0403(a)(5) or the permitec's individual System -Wide Collection. permit.
FORM; FTA 04-16
Page 4 of 5

CF I4TIFICA"I IONS}
1. Does the submitted system comply with
041d f,.ODfy(t tt.... 1,41t.. 1.,,, and the t: s to
Yes DNo
If No, complete and submit the Variance/Alternative Design Request application (VA DC 10-14) and supporting documents for
review, Ataproval of the request is re aired rior to submittal of the Fast Track A licat:ion and
Professiona
Appl icaticrrt
d_ocume
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. 1 further attestthat 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 Perm,ittung
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
lnc lude a fine not to exceed $1.0,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certili
per 15A NCAC 02T ,0106(h):
Signatur Authority's narrte title from Application Item
atte
that this application for
has been reviewed by the 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. 1 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. l will 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 arc not .included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes !al $ l , and E (7.2 II 5_6i3, 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:
Date: -�j
FORM: FTA 04-16
Page 5 of 5

Tuvia, Ori A
From:
Sent:
To:
Subject:
Attachments:
Charles S. King <[e-mail]>
Thursday, March 26, 2020 4:32 PM
Tuvia, Ori A; Dan Brewer'
RE: [External] RE: east Lincoln fire station
FTSE-10-18_East Lincoln VFD.pdf
ailuspicicumail
Ori,
Please see the up.dated page 1 that is attached. Please let me know if you need anything else.
Thank You,
Chuck King
Engineering Associate
Lincoln County Public Works
115 W. Main St.
Lincolnton, NC 28092
Office: [phone]
Fax: [phone]
[e-mail]
From: Tuvia, Ori A [mailto:[e-mail]]
Sent: Thursday, March 26, 2020 3:37 PM
To: Charles S. King <[e-mail]>; 'Dan Brewer' <[e-mail]>
Subject: RE: [External] RE: east Lincoln fire station
Chuck,
I'm just looking to see somehow that the flow has been added to your allocated flows.
Sincerely,
Ori
From: Charles S. King [mailto:[e-mail]]
Sent: Tuesday, March 24, 2020 2:56 PM
To: 'Dan Brewer' <[e-mail]>; Tuvia, Ori A <[e-mail]>
Subject: RE: [External] RE: east Lincoln fire station
Extern l email D• no ;ciick links or open
Ori,
attachments unless j pu
uspiciouaema►l as?an attadbment to
1

Division of Water Rcsource5
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: East Lincoln Fire Department
Project Name for which flow is being requested: East Lincoln Fire Department
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Killian Creek WWTP
b. WWTP Facility Permit #: NC 0088722
c. WWTP facility's permitted flow
All flows are in MGD
3.35
d. Estimated obligated flow not yet tributary to the WWTP 1.512010
e. WWTP facility's actual avg. flow 1.254
f. Total flow for this specific request 0.000250
g. Total actual and obligated flows to the facility 2.766
h. Percent of permitted flow used 82.57
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
Pump
Station
Permit
No.
37 WQ0032852
Firm
Capacity, *
MGD
7.776
(A)
Design
Average
Daily
Flow**
(Firm / pf),
MGD
3.110
(B) (C) (D)=(B+C) (E)=(A-D)
Approx.
Current
Avg. Daily
Flow,
MGD
Obligated.
Not Yet
Tributary
Daily Flow,
MGD
Total Current
Flow Plus
Obligated Available
Flow Capacity***
0.883 1.181541 2.064 1.0445459
* 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 < O.
Downstream Facility Name (Sewer): Lincoln County Sewer System
Downstream Permit Number: WQCS00149
Page 1 of 6
FTSE 10-18

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.
c%9V1
Signing yyOfficial Signature
�blce- -57 :f
Title of Signing Official
3 (3 IQ --
Date
Page 2 of 6
FTSE 10-18

PROPOSED SANITARY SEWER TO SERVE
PROPOSED EAST LINCOLN FIRE DEPARTMENT
PROJECT SITE
EXIST, INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 5 - 8" GRAVITY
SSWR PIPE & MANHOLES
EXIST. NGLESIDE FARM
ROAD SUBDIVISION -
PHASE 5 - 4" FORCEMAIN
EXIST, INGLESIDE FAR
ROAD SUBDIVISION -
PHASE 5 - PUMP STATION
f1 }Ii,IZON
200 II

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 24U FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA.
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
Vu1M1W.LNNCOL,NC©UNTY.ORG
3/1.2/2020
East Lincoln I irc [)epartnrent
Attar: James Martin
406 S. Pilot Knob Rd,
Stanley, NC 28164
R„ : East Lincoln Fire Department
Mr. Martin,
This letter is provided in response to your request, dated March 3, 2020, for flow a
wastewater treatment infrastructure (the "System") for the Cast Lincoln Fire Department (the "P
Lincoln County (the "County") has the actual average daily flow capacity at its Killian Creel. Wa.stew°at
Treatment Plant to treat the domestic wastewater as requested, and does conditionaf/y grant approval for
the Project, subject, however, to the terms and conditions 'below:
WaROS
mount of flow requested for the Project is for 1 lot with a total flow of Two Hundred and
Fifty (250) gallons per day and
2,
e .NCDEQ Permits, the receiving sewer treatment facilit
Permit #NC 0'088722. The sewer collections fslcilit.
#WQCS 00149; and
Creek WWTP,
he Lincoln County Sewer System, Permit
3. The County shall not he named as the Permittee on NCDEQ system appli
make the application to NCDEQ in your own name
m: and
4. Acceptance of the System and transferal of the Sys to the Co
bjeet to the
a. A complete final inspection and approval ol'the System by the County, and receipt of other
applicable documentation request to 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 (Alt); and
c. Initiating construction. of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in wriiting 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
the above. terms and conditions an
with all of the above terms and cond
of flow shall only be effective upon your compliance wwithl all of
. ou.nty providing an acknowledgmentthatyou have complied

Included in this mailing is the Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE — 04/16) with the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8497.
Sincerely,
Chuck King
Engineering Associate
Cc: File

) ESP
NCDEQ/DWR
Water Quality Section — Wastewater Branch
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
SUBJECT: East Lincoln Fire Department
Application for Sewer Extension
Lincoln County, NC
Ladies and Gentlemen,
January 8, 2020
ESP Associates has prepared the attached Fast -Track Application for Gravity Sewer and
Force Main. Included in the application is listed below
Fast -Track Sewer System Extension Application (FTA 04-16) with
documentation
A check for the application fee in the amount of $480
Flow Tracking/Acceptance for Sewer Extension Application (FTSE 10-1.8)
Site Maps
Insummary, the project involves proposed 8-inch gravity sanitary sewer to serve a
proposed emergency services facility. The proposed sewer will discharge into the
existing sewer stub on. Ingleside Farm Road Subdivision. — Phase 5, ultimately
discharging into the existing pump station. 'The proposed flow for the project is 250 gpd.
Please do not hesitate to contact me if you have any questions or comments.
Sincerely,
ESP Associates, Inc.
r
Dan Brewer, P.I.
Senior Project Manager

January 8, 2020
NCDEQ/DWR
Water Quality Section — Wastewater Branch
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
SUBJECT: East Lincoln Fire Department
Application for Sewer Extension
Lincoln County, NC
Ladies and Gentlemen,
ESP Associates has prepared the attached Fast -Track Application for Gravity Sewer and
Force Main. Included in the application is listed below
O Fast -Track Sewer System Extension Application (PTA 04-16) with
documentation
• A check for the application fee in the amount of $480
o FIow Tracking/Acceptance for Sewer Extension Application (FTSE 10-18)
A Site Maps
In summary, the project involves proposed 8-inch gravity sanitary sewer to serve a
proposed emergency services facility. The proposed sewer will discharge into the
existing sewer stub on Ingleside Farm Road Subdivision — Phase 5, ultimately
discharging into the existing pump station. The proposed flow for the project is 250 gpd.
Please do not hesitate to contact me if you have any questions or comments.
Sincerely,
ESP Associates, Inc.
Dan Brewer, P.E.
Senior Project Manager
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