WQ0040102_Regional Office Historical File Pre 2018

Ion 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
ETA 04-16 & SUPPORTING DOCUMENTATION
,Application Numb
f.
All items must, he cum pkt.ed or the appli
APPLICANT INFORMATION:
1, Applicant's name: Foresiar (company, manicipttlity, EIOA
Applicant type: ❑ Individ.ual
❑ Federal
I )c
(to be e„not:
n
be returned
Corporation 0 General Partnership
10 State/County ❑ Municipal
Signature authority's name: Steven Jackson per 15A N(wA( 0?Tw'.0106(12i
"title: Development Manager - Charlotte
Applicant's mailing address: 481 Munn Road Suite 150
City:. 1 or Mill State: SC Lip: 29715-
Applicant's contact intorinat'ion:.
Phone number: (704} 91133-8746 1 taa tm1 Address: stevenjacksoniilfotest r,
II. PROJECT INFORMATION:
1. Project name: Ingleside Farm Rckado Subd
Application/Project status: © Proposed (Nest/ Permit'
11 a modification. provide the exi
nher: V Q0040102 a
1f`rte v construction but part ota ma. to plan, provide the existing permi
3. County where project is located Lincoln
4, Approximate Coordinates (Dec traaal I:}egrees). I..atitude: 35,4527` t ongitude:-81.0387'
5, Parcel ID (if/applicable): 02378
(or Parcel ID to closest downstream sewer)
d da
IECEIWEDMMCDF NR/DW
WQR(
ML(ikESV111.E RE.GIONA
© Private
Li Other
d Public
Rsc
ED
SEP 1 5 020
NcoE /0
t/Project
2018
CONSULTANT INFORMATION:
1, Pr(rfesstonal Ent rne:r. [)fan E. Brewer 1 icen.se Number: 17582
Firm: ESP. Assoc aces, Inc
Mailing address: 20484 Chartssell CenterDr_.,, Suite D
City: Cornelius State: NC
Zip: 2 i()3l-
numb
Phone number: [phone] Email Address: dbresser n esl asssaciatcs,
IV. WASTEWATER 'TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Killian Creek WWTP Penarit Number N("00887„
()sv`ner Name: Lincoln County
/'Q00
V. RECEIVING DOWNSTREAM SEWER INFORMATION (rfdifferent than WWTF):
it Number(s): V Q,..._ Downstream (Receiswin ) Server Size:
na Vide Collection System Pet`mit Nuntberfs) (il"appl( :able): WQCS00149
OsanerNarne(s): Lincoln Con
FF)OE
t-ORM: 1 "FA 04-16
of5

pprNER.AL REQUIREMENTS
if the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes 0No N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational .Agreement (FOR : 111 V)been attached?
Yes flNo 0N/A
3. lfthe Applicant is a Home/Propertv Owners" Association, has an Operational Agreement (FORM: HOA) been attached?
0 Yes 0No NIA
4. Origin of wastewater: (check all that apply):
Z Residential Owned
0 Residential Leased
Ej School / preschool / day care
0 Food and drink facilities
Businesses offices factories
O Retail (stores, centers, -malls)
O Retail with food preparation/service
,Medical / dental / -veterinary facilities
0 Church
LI Nursing Home
5. Nature of wastewater 100 Domestic/Commercial % Commercial
% Industrial (See 15A NCAC I .0103(20))
>ls there a Pretreatment Program in effect?
0 Car Wash
El Hotel and/or Motels
Swimming Pool /Clubhouse
LI Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Yes El No
6. Has a flow reduction been approved under 15A NC AC 02] ,01 14(1)? Yes 0 No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021%0114(f))
Single Family, 3; Bedroom
Daily Design Flow ."
240 gailday
gal
No. of Units
73
Flow
1.7,5'20 GPD
GED
gall
gal,/
gall
GPI)
GPD
GPD
GPD
Total
17,520 GPD
a See 15A NCAC 02T .01.14(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 I5A 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: 17,520 GPD (per ISA NCAC 02T .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 re -placement of existing sewer with no new flow expected
LI Other (Explain):
FORM: FTA 04-16 Page 2 of 5

RAVITY SEWER DESIGN CRITERIA Of Applicable) - 02T .0305
I. Summarize gravity sewer to he permitted:
Size es
8"
8"
Gravity. Seers):
Length (feet) Material
3,087 PVC
887 DU
Section 11 & 111 of the MDC' for Penuitting of Gravity Sewers contains information related to design criteria
? Section 111 contains information related to minimtun 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.030.5 & M DC (Pump. Stations/Force Mains;
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Pump station number or 'name: Ingleside „Farm - Phase 5
2„ Approximate Coordinates. (Decimal Degrees): Latitude: 3.5.45371„..ongitude: -81.0439'
3. Design flow of the pump station: 0„ J02 millions gallons: per day (firm capacity)
4, Operational point(s) of the pump(s): .190 gallons per minute at. 116 feet total dynamic head (11)1-1)
5, Summarize the force main to be permitted (kir this Pump Station):
Size * CS
Length (feel) Material
6
3,779 PVC
-)87 DIP
6. Power reliability in accordance with 15A. 'N( AC 02T .0305(h)11:):
Standby power source or pump with automatic activation and telemetry - ISA NCAC 02T „0.305(1)(1)(B):
• Required for all pump stations with an average daily tlow 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:
E] Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(10(1 )(C)
or
0 Portable pumping unit with plugged .emergency pump connection and telemetry - I5.A. 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,
• 1 f 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 04-1.6
Page 3 of

BACKS & SEPARATE°NS _. (02B .0200 & 15A NCAC 02'T .0305(I ).
Does the project comply with all separations found in 15A NCAC 0' 1` .0305(04 (g)
15A. NCAC 02 0, 05(f) contains m
Storm sewers
mai
Water mains
Reclaimed w°
d othe
m.
separations that shall be pro
Setback Parameter*
tad below (verticaal
including in benc
reclaianed over sewe
Reclaimed +s'ater lineshorizontal -
*Any private or public water supp
C lass 11 impounded reservoirs used
lairn
source, inc
d trenches)
tiding any wails, 4 S 1 v�warters of Class I or
drrrakinI water
Waters classified WS (e -ceps WS-I or WS-V). B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and 'wetlands (set it:etat IX.2)
**.Any other stream, lake, itti.poundment. or ground water lowering and surface drainage
ditches
Any'building foundation
Any basement
T o+ sio,e ocar
ms and inte
Viols
ride (vertica
I SA NCAC 02"I 0 i05(;e) contains alternatives where separations
**Stream classifications can be identified using the Division's NC.` Surfi
ceptor1
atl height
If noncompliance with 02 1=.f)5(1 tar ( see Section X of this applicat
stems:
Separatiu(t Required
24 inc)
18 inches
18 inches
feet
l0 legit
5 feet
I0feet
.3t) int,hes
an.not. be achieved.
M��t.2 e: k!i M;Yk*A1'laAni i.' 43ra}
Does the project ccon)ply'with separation regttn°ements f°t: r wetlands" (50 feet n1'separation) Yes
See the Division's draft separation requirements for situations where separation cannot he meet
i 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
s the propect conip
backs found in the river basin rules hoer i5A NCAC 0213 ,02
This would include Trout Buttered Streaper w1 A NC
02
4. [Does the project require. coverage/authori der a 404 Nationvaiide or
individual permits Jr 401 Water Quality Certitications'n
Information can he obtained from the 401:& Buffer 1etWrttititt _}.3rvattaclr
N/A
NIA
Does protect comply vvit:h 15A NCAC 021',0I05(c)(6) (additional permits,' 'oils)" # Yes No
Per 15A NUA( 02 F 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 dependant: permits (er)sion and
sedimentation control plans, stoninsater management plans, etc.).
h. Does this project include any Seaver collection Ines that are deemed "hi
Per 15A, NCAC 02 Cwm0402, "high-laritrrity scw'er°"
positioned parallel to streambanks thaat is subject to erosion that undermines or deteriorates the Seaver_
erial sewer,
© Yes (No L]N/A
fves, include an attachment vvith details for each line, including type (aerial
contacting surface waters, siphon. or sewer
rid location),
High priority lanes shall be inspected by the permittee or its representative once every six -months and inspections
documented per 115A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM, F 1 A 04-16 Page 4 of 5

ERTIFIC.ATIONS:
Does the submitted system comply with15A NCA( (1?`1, the MinintunrDesicat Criteria furr the Pcrnaittan� o'f Puruats Station
and Force Mains (I<ut� ,t I i ly) and the C,:itrrvit '
Yes El No t °c t yiituiltlyatua 1)a i n Crut. a w t t ver ittra as applrcabls "?
If' No, complete a td submit the Variance/Alternat'iw`e Design Request application (VAI)C 1.0-14) and supporting documents for
review, Approval of the request is required prior tosubnrittal of the Fast Track Application and suppc►rting documents.
tessittnal Engineer's
attest: that this application for
(Professional Engineer's name from Application Item
has been reviewed by me and is accurate, complete and consistent s+°ith the initrrnation supplied in the plans, specifications,
-ring calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the hest
.owledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Perrnitting
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 l have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE .._ In accordance vtith General Statutes 1.43-215„6,A and 14:3-2I5,6B, any person who knowing 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 SI0,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification A R t;' (:i?`I .(l[fi6(h):
nature A
ono Application Item
application for
1ta been reviewed by n°te and is accurate and complete to the best of my: knotv`ledge. 1 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,
tnctiv- relief and/or criminal prosecution. 1 will make no claim against the Division of Water Resouirces should a condition
ofti°tis permit be violated, 1 also understand that if all required parts of this application package are not completed and that if
required supporting information and attachments are not included, this application package will be returned to me as
npletc..
NOTE In accordance tivitla (ietaeral Statutes 143-215.(iA and I43-215,613, any person wwho knowingly makes any false
statement, representation, or certification in any application package shall he guilty° ttf a Class 2 misdemeanor, which may
include a tine not to exceed SI0,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-1.6
Page 5 of 5

PROP. INGLESIDE FAR
ROAD SUBDIVISION -
PHASE 5 - 8"GRAVITY
SSWR PIPE & MANHOLES
PROPOSED SANITARY SEWER TO SERVE INGLESIDE FARM ROAD
SUBDIVISION PHASE 5
PROP. INGLESIDE FAR
ROAD SUBDIVISION
PHASE 5 - PUMP STATION
PROJECT SITE
PROP, INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 5 - 4" FORCEMAIN
OUTFALL
EXIST. INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 3 - 8" GRAVITY
SSWR PIPE & MANHOLES
EXIST. INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 4 - 8" GRAVITY
SSWR PIPE & MANHOLES
PROP, INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 5 - 4" FORCEMAIN
EXIST. INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 1 - 8" GRAVITY
SSWR PIPE & MANHOLES
EXIST, INGLESIDE FARM
ROAD SUBDIVISION
PHASE 2 - 8" GRAVITY
SSWR PIPE & MANHOLES
HORIZONTAL, 1 inch =' i000ft..

Road Map Topo ! Photography
Proposed Pump
tor? Location
ru Rd.
Phase

NCDEQ Division of Water Resources
5.1.2 North Salisbury St., Suite 942
Raleigh, NC 27604
September 11, 2020
R EC rfVFONCL)f7t,n1DiAIR
wcpRos
mQ,ofiti'svo,La twooNAt„, oFFct
Reference: Permit Modification Application
Ingleside Farm Rd. Subdivision Pump Station and Force Main
Permit No. WQ0040102
Lincoln County, NC
Ladies and Gentlemen:
Please find attached the permit modification application for the above referenced project. Included
with this submittal, is the Fast Track Sewer System Extension Application (one original and one
copy), two copies of existing permit, pump station calculations, and revised civil design drawings.
Also included is a check in the amount of $480 for the application fee.
In summary, the permit modification includes an upsize in the original pumps and force main from
4-inch diameter to 6-inch diameter. The pump and force main have been requested to be tiTsized
by Lincoln County and the current developer due to future planned development adjacent to this
site that will utilize this pump station. Since the pump station has not been constructed, having an
appropriately sized pump and force main for future development will allowcurrent development
to have uninterrupted sewer service due to future development by others.
The current length of force main length and permitted flows remain unchanged from the current
permit. The only change is the pump selection and size of force main.
Please contact us if you have any questions or need additional information.
Sincerely,
ESP Associates, Inc.
Dan E. Brewer, P.E,
Engineering Department Manager
RECEIVED
,5t.1 152020
NCDEQ/DWR/NPDES
690dNi8M0/0300W
OZN1 d]s
CI3A130al

via, Ori A
From: Litzenberger, Kristin S
Sent: Wednesday, October 21, 2020 10:36 AM
To: Tuvia, Ori A
Cc: Fertenbaugh, Christyn L
Subject: RE: [External] RE: Ingleside Farm Road Subdivision - Phase 5 Modification
Follow Up Flag: Follow up
Flag Status: - Completed
Hi Ori,
1 have changed the ownership for WCi0040102 in the current application in BIMS. instead of issuing an ownership
change approval letter, we recommend adding a condition on the permit cover page such as "The modification,changes
ownership from DR Horton to Forestar Group, Inc. and Forestar Group, Inc. is now responsible for the continued
operation and maintenance of the subject wastewater collection extension."
Please let me know if you have any questions.
Thanks,
Kristin Litzenberger
Environmental Specialist
Municipal Permitting Unit
Division of Water Resources
Department of Environmental Quality
919-707-3699
[e-mail]
Nag Compares,
Based on the current guidance to minimize the spread of COV1D-19, the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or on staggered shifts.
Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We
can also provide "in person" discussions via Teams or WebEx if requested. We appreciate your continued patience as we continue to
serve the public during this challenging time.
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties.
From: Tuvia, Ori A
Sent: Tuesday, October 20, 2020 10:25 AM
To: Litzenberger, Kristin S <[e-mail]>
Cc: Fertenbaugh, Christyn L <[e-mail]>
Subject: RE: [External] RE: Ingleside Farm Road Subdivision - Phase 5 Modification