WQ0041970_Application (FTSE)_20201118

Central Files: APS _ SWP _
9/15/2020
Permit Number WQ0041970
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Madison Grove Apartments
Location Address
Owner
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Duplin
Facility Contact Affiliation
Owner Name Owner Type
Town of Wallace Government - Municipal
Owner Affiliation
Charles C. Famor Jr.
Mayor
316 E Murray St
Dates/Events Wallace NC 2846623
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Eff ctive Expiration
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State of North Carolina
DW Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
'Division of Witter Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: kIN ll ` t" (to be completed by DWR) i/1EIVE
All items must be completed or the application will be returned C.L rJ
L APPLICANT INFORMATION:
1. Applicant's name: Town of Wallace (company, municipality, HOA, utility, etc.) SY: - __.
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County Municipal ❑ Other
3. Signature authority's name: Brent Dean per 15A NCAC 02T .0106(b)
Title: Public Services Director
4. Applicant's mailing address: 311 East Murphy St
City: Wallace State: NC Zip: 28466-_
5. Applicant's contact information:
Phone number: (yam 285-2812 Email Address: bdean(4wallacenc goy
II. PROJECT INFORMATION:
1. Project name: Madison Grove
2. Application/Project status: ® Proposed (New Permit) ❑ 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: W000
3. County where project is located: Duplin County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34_44' Longitude:-77_58°
5. Parcel ID (if applicable): 330604717347
(or Parcel ID to closest downstream sewer)
lit. CONSULTANT INFORMATION:
3' D1,90 1
Professional Engineer: Robert Cash, PE License Number: 033448
Firm: CESO INC.
Mailing address: 2800 Corporate Exchange Drive. suite 160
City: Columbus State: Ohio Zip: 43231-
Phone number: 803) 802-1459 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILIT (VI(WTF) INFORMATION:
I. Facility Name: Q jOh1I Permi umber: Pcow ,?ti 50
Owner Name: Town of Wallace
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
L Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicablel: WQCS-00 I'Z, 1
Owner Name(s): Town of Wallace
FORM: FTA 04-16 Page l 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 ❑No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Develonei's Operational Ain cement (FORM: DEV) been attached?
[:]Yes ❑No NN/A
3. If the Applicant is a Homc/Prooerty Owner' Association. has an Operational Aercement (FOR M : HOA) been attached?
❑ Yes [:]No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
N Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial "/o Commercial
_ % Industrial (See 15A NCAC OTf .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f )? ❑ Yes ❑ No
If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)
Daily Design Flow n,'
No. of Units
Flow
Residential 3 bedroom
120 GPD x 3 bedrooms = 360 gal/unit
12
4,320 GPD
Residential I and 2 bedroom
240 gal/trait
48
11,520 GPD
Leasing Office
240 gal/unit
1
240 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
16,080 GPD
a See 15A NCAC 02"r .01 14(b). (d). (e)(I ) 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15 800 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021".0305 & MD(" IGravlty Severs :
I. Summarize gravity sewer to be permitted:
Size (in(hes)
Length (feet)
Material
g^
734
PVC
Y Section 11 & UI of the MDC for Permitting of Gravity Sewers contains it) f lunation related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimal) slope rcgniremeat is not allowed and it violation of the MDC.
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) —021'.030, & N1DC (Pnolp Stations/Force Maius
COMPLETE, FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
I. Pump slntion number or name: —_-
2. Approximate Cnordinales (Decimal Dcgrees): I.atitude: Longitude:
3. Design flow of the pump slatiout _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ Icet total dymunic head (TDI I)
5. Summarize the Cot cc main to be permitted (for this Pump Slatioo).
Size (inches) Length (feet) Material
G. Power reliability in accordance with ISA 'NCAC 02�1'_:0301 (Itll I):
❑ Standby power source or pump with aulunulie activation and telemetry - 15A NCAC 02T .0305(h)(I)(13):
Y Rcquircd lot* till ptunp stations with all average daily flow greater than or equal to 15,000 gallons per day
Y Must be firmament to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Put table power source with manual aclivalimr, quick -connection receptacle and tclemctry - t SA NCAC 021'
.0305(h)(1)(C)
oI
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 021'.0305(h)(1)(C):
Y It shall be demonstrated to the Division that the portable source is owned oI conflicted by the applicant (drag agrcc, neat)
and is compatible with the station.
Y If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all file pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timefrunes, shall be provided
in file case of a multiple station power outage.
FOR M: F'fA 04- 16 fags 3 o 1' 5

Ix. SETBACKS & SEPARATIONS — (02B.0200 & ISA NCAC 02T.0305(Q):
1. Does the project comply with all separations found in ISA NCAC 02T 0305(t) & (a) ❑ Yes ❑ No
➢ ISA NCAC 02'I-.0305(fl contains minimum ¢rnaratinne that shall hP ..�.,�,i,.d e..�e..,�,. �.....o..,...
Setback Pat ameter•
Separation Requited
Storm sewers and other utilities not listed below vertical
24 inches
_
Water mains vertical -water over sewer including in benched trenches
I8 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-f waters of Class I or
Class II impounded reservoirs used as a source of drinking watet
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feel
**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 feet or more vertical height
t0 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools _.
10 feet
Final earth grade (vertical) 1
36 inches
➢ 15A NCAC 02T 0305(et contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications w•ebpaee
➢ If noncompliance with 02T.0305(t) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No N N/A
D Seethe 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
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin miles per 15A NCAC 02B .02009 ❑ Yes ❑ No N N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes N No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Pei mining Branch
5. Does project comply with 15A NCAC 021 0105(c)(6) (additional permits/certifications)? N 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 ate deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer' means "any atrial sewer, sewer contacting surface waters, siphon, of sewer
positioned parallel to sheambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No N N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he inspected by the permittee or its representative at least once every six-nrurths and inspections
documented per ISA NCAC 02T.0403(a)(5) at, the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 021', the Minimum Design Criteria for the Permitting of Pumn Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Desien Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and suoaorlin L documents
2. Professional Engineer's Certification:
ek:_
(Professional Engineer's name from Application item 111.1.)
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the bestof 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 143-215,6A and 143-215.613. any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: sp`sv'(N "AP�
CO. nQDi
3. Applicant's Certification per ISA NCAC 021' .0106(b):
�ab �i C' &ryi-cC'$ D ti'04O(` attest that this application for
• ry's name & title lion Application Item 1.3.)
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. 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. 1 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 are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 143-215 6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a foe not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
� pp r7
Signature:----� —� �� Date: G' l
FORM: FTA 04-16 Page 5 o f 5

State of North Carolina
Department of Environmental Quality
]MR Division of Water Resources
uivislon or water Resources Flow Tracking for Sewer Extension Applications
(FTSF 10-18)
Entity Requesting Allocation: Town of Wallace
Project Name for which flow is being requested: Madison Grove,
Afore tuuh one FTSE may be required for a single project if the owner of the WIYTP is not responsible for till pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Wallace Regional WWTP
b. WWTP Facility Permit#: NC0003450
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
A11 flotvs are in MGD
5,42
1.563
1.393
0.016
2.972
55%
IL 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) (R) (C) (D)=(134 C) (E)=(A-D)
Design obligated,
Pump Pump Average Approx. Not Yet 'Total Current
Station Station Firm Daily Flow"* Current "Tributary Flow Plus
(Name or Permit Capacity, * (Firm i pi), Avg. Daily Daily Flow, obligated Available
Number) No. MOD MGT) Floe, MGD MGD Flow Capacity***
* 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 WWTP where the Available Capacity is < 0.
Downstream Facility Name (Seaver):
Downstream PernlitNumber:
Page 1 of 6
FTSF 10-18

Ill. Certification Statement:
I Brent l7ean certify to the best of my knowledge that the addition of
the volume ofwastewater to be permitted in this projecthas 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 It plus all attached planning assessment addendums for which I
am the responsible party. Signature of this forth certifies that the receiving collection system or treatment
works has adequate capacity; to transport and treat the proposed new wastewater.
Signing Official Signature
�u�Jiic 2rUfG8S lcltce.
Title of Signing Official
�j-30 - 70
Dade
Page 2 of 6
FTS1; 10-18

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Hunkele, Dean
From: Peter Day <[e-mail]>
Sent: Tuesday, November 10, 2020 5:37 PM
To: Hunkele, Dean; Bob Cash
Cc: Brent Dean
Subject: RE: [External] RE: ADD INFO: Madison Grove Sewer Application - pending W00041970
part 2
Attachments: 201110 MADISON GROVE - Utility Plan Set.pdf; FTSE Form - Signed.pdf; Signed DWR FT
Application - 11-10-20.pdf
Extern _ o,.'
Hello Dean
Attached are the revised utility plans for the Madison Grove Project in Wallace NC. Also attached is the application with
the updated pipe length.
We revised the sewer connection to tie into the sewer system west of the property, this is the system that the Town of
Wallace has listed on the FTSE From.
Please let me know if you need anything else from us to complete your review.
If you would like hard copies of the plans I can send them to you tomorrow.
Thank You
Peter Day
Lead Project Engineer
CESO@*
1515 Mockingbird Lane, Suite 7145
Charlotte, INC 28209
MOBILE: [phone]
OFFICE: 704.521.7973
[e-mail]
www.cesoinc.com
Akron I Bentonville I Charlotte I Columbus I Dayton I Lansing I Nashville I Orlando I Phoenix I Pittsburgh
This message may contain information that Is privileged, confidential and protected from disclosure. If you are not an intended recipient, use and disclosure of this
message are prohibited. If you received this transmission In error, please notify the sender by reply e-mail and delete the message and any attachments.
From: Peter Day
Sent: Thursday, October 29, 2020 4:32 PM
To: Hunkele, Dean <[e-mail]>; Bob Cash <[e-mail]>
Cc: Brent Dean <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Madison Grove Sewer Application - pending WQ0041970 part 2
We are revising the connection point to the sewer system west of the site in NC HWY 11 and adjusting the grading.