WQ0045869_Application (FTSE)_20241003

RECEIVEDyNCDEQ/DWR
OCT - 3 2024
MOORESVILLE REGIONAL OFFICE
PEGWELL AVE. PRIVATE GRAVITY SEWER EXTENSION
APPLICATION
FOR
New Life Apostolic Church of Jesus Christ, Inc.
831 Zion Church Road
Concord, NC 28025
Pegwell Avenue, Concord, NC
°= M=AD=
+1
engineering
10/02/24
PREPARED BY
MEADE GUNNELL ENGINEERING, P.C.
P.O. BOX 790, CORNELIUS, NC 28031
Firm No. C-984
MGE Project No. 210601.330

BECEIVEWNCDEQ/DWR
OCT - 3 2024
WOROS
--- -- MOORESVILLE REGIONAL OFFICE
7 m n� aunn=LL
• ; engineering
P.O. Box 790
Cornelius, NC 28031
704-655-7290
October 2, 2024
Ms. Maria Schutte
North Carolina Department of Environmental Quality
Division of Water Resources
610 E. Center Avenue
Mooresville, NC 28115
SUBJECT: Fast Track Private Gravity Sewer Extension Application
New Life Apostolic Church-New Sanctuary
831 Zion Church Road
Cabarrus Co., Concord, NC 28025
MGE Project No. 210601.330
Dear Maria Schulte:
On behalf of New Life Apostolic Church of Jesus Christ, Inc., MEADE GUNNELL Engineering, P.C.
(MGE) submits the Fast Track Sewer System Extension Application to include the following attachments:
• FTA 10-23 and Supporting Documentation
• Flow Acceptance Letter-City of Concord
• FTSE-10/23 WSACCE Acceptance
Please see attached the check for$600.00
If you have any questions concerning the submittal, please contact me at 859-537-5530 or 704-655-
7290 or Imeade(cDmeadegunnell.com.
Sincerely,
M-AD= CiUNN-LL
Engineering,P.C.
Per . M adal

Attachment List
I. Project Narrative
II. Project Location
III. FTA 10/23 Fast Track Private Gravity Sewer Application
IV. FTSE-10/23 WSAAC Sewer Extension Application
V. City of Concord Flow Acceptance Letter
VI. US Army Corp Jurisdictional Determination

PROJECT NARRATIVE
New Life Apostolic Church of Jesus Christ, Inc is proposing to construct a new 41,680 sq-
ft sanctuary with a planned capacity of 1,000 seats. The sewer design flow is based on 3
gal/day/seat or 3,000 gpd, with no kitchen. The facility is planning to install a 968-ft private 8-in
sewer line utilizing 8 manholes to connect the church to the public sewer line located on
Pegwell Avenue in Concord, NC. The project Location is shown on Attachment II.
The project has an approved erosion control plan for full site construction including the
sewer line construction area. The facility has approval from the NCDOT and the City of Concord
for site construction. The facility has a Wetlands Jurisdiction Determination (JD) from the US
Army Corps of Engineers. The site construction does not encroach into the wetland areas.

ATTACHMENT II
PROJECT LOCATION

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ATTACHMENT III
FTA 10/23 Fast Track Private Gravity Sewer Application

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
�,�,,,,``���� 6�ECEIVEtJ,�NCDEQ/DWfI
Application Number: WOW t'J` 25101.(to be completed by DWR)
All items must be completed or the application will be returned OCT ' 3 N24
WGiROS
I. APPLICANT INFORMATION: MOORESVILLE REGIONAL OFFICE
1. Applicant's name: New Life Apostolic Church of Jesus Christ,Inc.(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name:Lawson Whitson per 15A NCAC 02T.0106(b)
Title: Senior Pastor
4. Applicant's mailing address:4160 Zion Church Road
City:Concord State:NC Zip:28025-
5. Applicant's contact information:
Phone number: 704)361-3319 Email Address: pastore,nlcjc.org
II. PROJECT INFORMATION:
1. Project name:PEGWELL AVE.PRIVATE GRAVITY SEWER EXTENSION
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project ❑ARPA funded
If a modification,provide the existing permit number: WQ00 and issued date: ,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located:Cabarrus
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.358°Longitude:-80.567'
5. Parcel ID(if applicable): 5538-18-8425.22 and 5538-28-3525.0000(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Jerry L Meade License Number: 13963
Firm:MEADE GUNNELL engr,PC
Mailing address:P.O.Box 790
City:Cornelius State:NC Zip:28031-
Phone number: 704)655-7290 Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Rocky River Permit Number:NCO036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCoC Issued 03-1117506 Mod 1
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity O Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00326
Owner Name(s):City of Concord
FORM: FTA 10-23 Page I 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 ®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 ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0I 15(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑Car Wash
❑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 %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ❑No
➢ If Yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,n No.of Units Flow
Church without Kitchen,daycar,and camps 3 gal/seat 1000 3,000 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 3,000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and(e)(2)for caveats to wastewater design flow rates (i.e. 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.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:3,000 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 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
8 487 DIP
8 481 PVC
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: 0 Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(fl&(e)? ® Yes [:]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical-water over sewer preferred,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 I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 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 associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 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
➢ If noncompliance with 02T.0305(f)or(g),see Section X.1 of this application
*15A NCAC 02T.0305(a)contains alternatives where separations in 02T.0305(fl cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes ❑No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0 I 05(c)(6),directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 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(latest version)as applicable?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the Dermit and projects requiring a variance approval may be subject to longer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect the full technical review is required
2. Professional Engineer's Certification:i iLneer.'sMEADE ,attest that this application for RGWELL AVE.(L art DA AVI�( �fbufr—
I(Po3C name from Application Item III.1.) (Project Name from Application Item II.1) &Mt1Si6t4
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,
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
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
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rule�?Adgd@8, n criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 ��. � '�•,,
.�' �` •'FESSIp• �j'''.
North Carolina Professional Engineer's seal,signature,and date: 0� Q�0
SEAL
13963 _
.......................................................................................:
3. Applicant's Certif`ica"tio'n' per 15A NCAC 02T.0106(b): p
h �� 4(k -fk1a11�e�;51 A l� ,attest that this application for I-EGW E��A,VE.PRl►/ATE GQAw'*.J SE W EQ
(Signafdre Authority Name from Application Item I.3.) (Project Name from Application Item II.1) C_A7ENS 1 btJ
attest that this application 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 surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I 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 fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
l
Signature sww_�U4 J Date:
a
FORM: FTA 10-23 Page 5 of 5

DocuSign Envelope ID:Al DA390A-3BBA-4F35-848D-323DC17F8369
NEW LIFE CHURCH OF JESUS CHRIST
4160 Zion Church Rd.
Concord, NC 28025
704-793-9055
3. 17.24
To whom it may concern,
this letter is to serve as legal proof that our Senior Pastor,
Lawson Whitson has the authority to solely sign all legal
documents and business transactions on the behalf of New Life
Church of Jesus Christ.
This is ratified by the board of directors:
Jamie Hedrick: '
Lloyd Whitson:
2L2#3
DocuSign by:
Trey Whitson: P ,-
66C9252CE1E1458_.
DWAMWed W.
Tommy Fincher:
De It' —d by:
Bruce Clark: F Cot
yMN
enda
N q y
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�� GeLIG G.
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county ��

ATTACHMENT IV
FTSE-10/23 WSAAC Sewer Extension Application

WSACC b' &SEWER AUTHORITY
OFF CAB CABARRUS COUIJTY
232 Uavidscn Hwy.
Concord,NC 20027
�~ 704.796.1783 46 704.795.664 Fax
1304:011515•KSUPAkE W♦1501:4:12J11 wwwmsamorg
April 4,2024
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Glow Acceptance Request—City of Concord
New Life Church Phase 1 —privIlte Sewer.
Dear Mr. Payne:
This is a notice of capacity ibr the flow acceptance request received by the Water and Sewer
Authority of Cabarrus County (WSACC) from the City of Concord on March 25th, 2024.
WSACC has or will have capacity at the pocky River Regional Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed
project entitled New Life Church I'hasc I — Private Sewer located off Zion Church Road. ']'lie
referenced project will serve 11 church building with 1,000 seats with a wastewater discharge of
3,000 gallons per day (gpd). The wastewater generated by this project will be conveyed through
a proposed and existing sewer system and then enter WSACC's system at the existing 48-incli
Irish Buffalo Creek Interceptor. WSACC acknowledges it has or will have capacity for
wastewater from the proposed development based on information provided by Meade Gunnell
Engineering, PC. (Civil Engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
If construction of this project does not commence within two (2)years of the date of this notice,
(lie notice is rescinded, and a second request and notice will be required before flow capacity is
accepted. Please notify WSACC, in writing, when construction of this project is initiated. 'Phis
sewer capacity allocation nray also be cancelled pursuant to the conditions set forth in the
WSACC Sewer Allocation and Commitment Policy.
Please Mote that the final conirrillrueut to service to provlrle wastewater treattimit services sliail
occur upon applicatiou,lor a building permit for they praject and Wien system rlevelopmierrt fees
are paid pursuant to N.C.C.S.§162A,Article R.
I f you have any questions,please call me at(704)786-l 783, tension (4.
Sinew ly 1 �`
Michae Wilson
Executive Director
cc: Sherri Moore/Concord
Jerry L. Meade, PE/Meade Gunnell Engineering, PC.
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mayara Arnold, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
DIvlslon of Witter Resources low Tracking for Sewer Extension Applications
(FTSE-10/23)
OVSACC USE ONLY) New Life Church Phase 1 —Private Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
©Rocky River Wastewater Treatment Facility—Permit#NC0036269
❑ Muddy Creek Wasilmater Treatment Facility—Permit IINC0081621
WWTP facility's permitted flow,MGD 30.000
Estimated obligated flow not yct tributary to the WWTP,MGD 3.514
WWTP facility's actual avg.daily flow,MGD 22.218(74.06%of permit)
Total (low for this specific request, MGD 0.003
Total actual and obligated flows to the facility,MGD 25.735
Percent of permitted flow used 85.78%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Ilan Station Firm (A) x. (C) (D)-(DIE)
D Design Aseragc Approx.Curren tF)=tA•D)
Pump Slnliatt Obligated,Not Yti Total cvrrcnl Flow
(Natnc or Ca .^il " Dail Flow�" Average I7all b Available
Permit No. IC- Y Y l Y Tributary Daily Floc' Plus Ohligatcd 19os, "II
Number) h1GD (FlrmlpQ Flow Capacity
hlcD MOD ntcn nicD MGD
wwww ri, NC0036269 55 4-10 22.176 13:156 0.6,17 14.103 8.073
hills
The Firm Capacity(deilgn flow)of any pump stallon if denued its lite mnsimum pumped noit that can bo achlevcd Oils the largest pump taken out of sen•lce.
—Design Avcragc lralty Vim is the firm capulty of the pump station divided by a petldng factor(pQ not Iw than 2.5,per Sectinn 2.02(A)(4)(c)of the atinlawm
Design Criteria.
IIIA Plnnning Assessment Addendum shall be nmache4 for cacti pump st.dlon locoled hehveen theJurlsdictlen's connection point and llte IVW 1`1'whey.
Acwllablc Capadly is<0.
Section I11. WSACC Certification Statement:
I,Michael Wilson,certify to the best of my knowledge Thal(he addition of the volume ofwastewalur to be punnitled in this project has
been evaluated along the route from the connection to the WSACC interceptor to the receiving waslcwalur Ircalment racili(y mid that
the flow from this project is not atlticipated to cause any capacity related sanitary sewer overflows or overburden any downstream
pump station in mute to the receiving treatment plant under normal circumstances,given the implemcnlnlion of the planned
improvements identified in(lie planning assessment where applicable.Tliis analysis has been performed in accordance with local
established policies and procedureshising the beslt available data.This certification applies to those items listed above in Section I and
Section 11 plus all attached planning assess ment (dendums for which 1 am the responsible party, Signature of this form indicates
NSACC's guarantee of eapaelty" r this wastev tiler flow. Notwithstanding the guarantee of eapacily,WSACC clues not make u
commitment to service this wp9lewalcr(lowtu it a building permit Is requested through the Cabarnis County Building Inspections
Department and;1VSAC?C rcu;ives pa)�enl olythe Sysicnl Development Fee.
ifSf1C'C's Signing Official Signalure (Execttlive Director) hate

WASTEWATER FLOW ACCEPTANCE; FORM
FOR THE
WATER AND SEWER AU'I'IIORITY OF CAIIARRUS COUNTY
Jurisdiction Requesting Glow Acceptance: Private blow Date: 3/20/2024
©City of Concord ❑City of Kmmapnl is ❑'Town of I-lairisburg❑'Town of Mt.Pleasant
❑Charlolle Mecklenburg Utilities
Project Title,Description,and Number of Lots/Unit:
Project Tide:New Life Church-Phase I (1'1.oieci#2023.048 4,Accela PRS2023.02659)
Description: The New Life Church-Phase 1 engincering plans and specifications as prepared and sealed by Jerry L.
Mende with Meade Gunnell Engineering PC for (Ito private wnstc%va(er collection system extension consisting of
11 moximateiv 968 linear feet of 8-inch sanilnry sewer with 8 manholes and anpurtonances to serve a sanctuau wish
1,000 seals located offPet;wcll Street with o domestic wastewater dischurce of3,000 GPD.
*Number of Lots: 2 OR *Number of Unlls; "Must be included in request.
W1101-e will the new line be connected:
❑ Directly into n WSACC Interceptor
® Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tic-in line to which the ne►v sewer Ihle will connect:The proposed 8-inch private snnitta
Amgl.exteltsion will tie-in to the existing 8-inch sanitaay sewer system on I'egwell Ave.SW,which extends IQ tile 48-inch
RCP WSACC Irish Buffalo Creek Interceptor
Which WSACC Interceptor will the flow uttimntely be discharged into: 48-inch RCP WSACC Irish Buffalo 0-cck
Interceptor
What Is the WSACC manhole number that the flow will be discharged into?+/-Node 010444
What is file quantity of flow that will be discharged? 3,000 GPI)
Glow type:
® Domestic too % ❑ Commercial % ❑ Industrial %
Name of wastewater treatment facility(AVWTF)receiving wastewater:
©Roclty River Wastervnter'I'reatmtent Facility—Permit#NC0036269
❑Muddy Creek Wastewater Trentment Gncility—Permit tfNC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file(DWO)or distance and bearing starting with the tnp on existing infrastructure,
If the now line is to connect directly into a H'SACC interceptor,detailed drawings including specification of the tap,will
be required hofore flow acceptance will be provided.
Mark Lomax at 704-786-17$3,ext.231,must be notified 48 hours in advance of a connection into a(WSACC interceptor.
WSACC will inspect connection before,during,and after completion.
if coustrueh'an Is not starter/wllh/n tavo(2)year fruit the(late of approval of the flow acceptance for this project, the
approval Is rescinded and a second request and approval rv1U be required for the project.
WSACC USE ONLY: DATE: IA J n/JCA
❑; Current sewer model shows an Interceptor as being surcharged south of the manhole in queslion.
Qf Approved ❑ Not Approval _
❑ Current Sewer Model shows: 1- e r ,,S c c„,.,,t„ -]L,t ;ecc (-.P o
-
,� j

ATTACHMENT V
City of Concord Flow Acceptance Letter

NORTH C A R O I. I N A 635 Alfred Brown Jr Court SW.,P.O.Box 308,Concord,NC 28026-%%-%%,%v.concordnc.gov
High Performance Living
JR011■111111
April 12,2024
New Life Apostolic Church of Jesus Christ,Inc.
Lawson Whitson,Senior Pastor
4160 Zion Church Road
Concord,NC 28025
P)704-361-3319
Email)pastor a.nlcjc.org
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: I New Life Church-Phase 1
City of Concord Project# 2023-048&Accela PRS2023-02659
Receipt Date: March 19 2024 (Complete Package)
April 10 2024 WSACC Approval)
Engineering Plan Seal Date: I March 14,2024
WSACC Rocky River WWTP#NC0036269 City of Concord,Cabarrus County,North Carolina
Dear Lawson Whitson:
This letter is to confirm that on March 19, 2024, our office received the New Life Church- Phase 1
engineering plans and specifications, a digital copy of the engineering plans, and private wastewater
collection system application, as prepared and sealed by Jerry L. Meade, NCPE, with Meade Gunnell
Engineering,PC for the private wastewater collection system extension, approximately 968 linear feet of
8-inch sanitary sewer with 8 manholes and appurtenances,to serve a sanctuary with 1,000 seats located off
Pegwell Street.,with a domestic wastewater discharge of 3,000 GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the estimated
total average wastewater discharge of 3,000 GPD based on the information indicated on the NCDENR Fast
Track application for the project. The City of Concord,however,will not guarantee the acceptance of any
additional requests, revisions, deficiencies, or expansions that were not included in the consulting
engineer's submitted engineering plans, specifications, reports, and/or calculations associated with this
private system.
The City of Concord's willingness to serve is effective only with respect to the project scope, nature and
volume of wastewater described in the City of Concord Preliminary Wastewater Flow(PWWA)application
and NCDEQ Fasttrack application for New Life Church-Phase 1 and subject to the terms in the WSACC
flow acceptance letter,dated (April 4,2024) for New Life Church-Phase 1; and the terms of the City of
Concord sewer allocation policy,City of Concord Council's sewer allocation approval conditions,and the
most current WSACC Sewer Allocation and Commitment Policy terms, as follows: The sewer capacity
allocation is a preliminary process and does not guarantee commitment of sewer capacity by WSACC until
the building permit is obtained and the system development fee is paid as is discussed in the Sewer Capacity
Commitment section of this Policy.
Engineering
Phone[phone] • Fax[phone]

The sewer capacity allocation is automatically cancelled upon the passing of the Expiration Date if the
project has not commenced. Commencement of the project is defined as being under construction with
grading initiated and significant water and sewer infrastructure in progress.The sewer capacity allocation
may also be cancelled if:
(i)the project's water and sewer infrastructure is not completed within three(3)years from the date of the
flow acceptance letter,
(ii)building permits are not obtained and system development fees are not paid within four(4)years from
the date of the flow acceptance letter,
(iii)the jurisdiction and developer make a request to WSACC in writing that the allocation be rescinded,
or
(iv)a mutual agreement is reached between WSACC,the jurisdiction and the developer that the allocation
be rescinded.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN
DESIGNS,CALCULATIONS,DRAWINGS OR STATEMENTS SUBMITTED BY APPLICANTS,
THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE CITY OF
CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR CORRECTING ANY
ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY OF CONCORD FOR
REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS ANY LIABILITY FOR
ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF CONCORD. THE
SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE RELIED UPON TO
ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD-PARTY BENEFICIARY)
WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES USING THIS DOCUMENT
SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS FOR MAKING A DECISION IN
RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All applicable
permits associated with this project must be obtained and copies must be presented on site prior to
commencement of the work.
IMPORTANT: New Life Apostolic Church of Jesus Christ, Inc. must submit a copy of the NCDEQ-
Division of Water Resources, Non-Discharge approval letter and authorization to construct permit and a
copy of the engineer's final certification to the City of Concord prior to interconnection with the City of
Concord's public wastewater collection system. The City of Concord must be present to observe the
1 connection of this private system, in order to meet the Standard Specifications for Wastewater Collection
and Water Distribution for Cabarrus County. Contact Gary Stansbury,Construction Administrator,at(704)
F
920-5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A NCAC
02T.0300;The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable. This does not constitute an acceptance of any part of the project that does not meet
North Carolina Administrative Code Title 15A 02T.0300, as applicable. Failure to comply may result in
penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C,
construction of additional or replacement facilities, and/or referral of the North Carolina-licensed
Professional Engineer to the licensing board.
Engineering
Phone[phone] ® Fax[phone]
is
r

Please be aware that the City will not assume any responsibility for the operation and maintenance of the
subject private wastewater collection system that is located on the property beyond the public utility
easement/rights-of-way.
New Life Apostolic Church of Jesus Christ, Inc. will be responsible for complying with the regulatory
requirements in accordance with North Carolina Administrative Code Title 15A 02T.0300,the maintenance
and operation of the private wastewater collection system and obtaining the required permit approvals
associated with the private wastewater collection system. Please review this section of the Administrative
Code prior to submitting your application to the State. If the permit applicant is unable to perform all of
the operation and maintenance duties required by the State's Administrative Code, a private wastewater
collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable water service
from the City of Concord's public system if improper operation and maintenance of the private system
violations of any Federal,State or local regulations,ordinances,or policies.
After the private wastewater collection system has been constructed and prior to water service activation,
New Life Apostolic Church of Jesus Christ,Inc.must complete the NCDEQ DWR regulatory requirements
in accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and the New
Life Apostolic Church of Jesus Christ, Inc's engineer must certify that the private wastewater collection
system has been installed in accordance with North Carolina Administrative Code 15A NCAC 2T. A copy
of the engineer's certifications, private system final approval/acceptance letter, and correspondences, as
applicable must be submitted to the City of Concord.
Sincerely, Sincerely,
City of Concord City of Concord
Qaa a� K�vier TGewwoils
Kevin Plemmons(Apr 15,202410:13 EDT)
Jacklyn Beth Deal,PE Kevin Plemmons,PE
Director of Engineering Water Resources Deputy Director
Date Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Jacklyn Beth Deal on 4/5/2024
FTSE-01/14 signed by Michael Nilson,on 4/10/2024
Electronic cc:
Project#2023-048
Meade Gunnell Engineering,PC,Jerzy L.Meade,NCPE,PO Box 790,Cornelius,NC 28031,11)704-655-7290
Email)[e-mail]
meadegunnell.com
Gary Stansbury,Construction Administrator,stansburyg a concordnc.gov
Engineering
Phone[phone] • Fax[phone]

ATTACHMENT VI
US Army Corp Jurisdictional Determination

Note:Waters were delineated&GPSed by PEC in May 2023. n
Wetland A was flagged with pink WETLAND BOUNDARY flags. j�,
Streams BB&CC were flagged on north/west bank with blue/white WQ-`L E
striped flags and width written on flagging.Locations and extents 111IINVVVVVVl//ll
of waters shown here were located with a Trimble XH Unit.Waters S
had not been surveyed or verified by the US Army Corps of Engineers
at the time this map was prepared.This map should be used for
preliminary planning purposes only.PEC assumes no liability for
others'use of this map.
Total Site:26.5 ac ,p
Total Wetlands:0.8 ac `
Total Tributaries:1,470 lin ft,0.1 ac s
Total Uplands:25.6 ac
All acreages are approximate.
Wetland A DP2, Photo2
DP1, Photo1
Tributary BB
Photo4
Photo5
Tributary CC
i
0 125 250 500 .;
Feet So E—sr, Ma a ,Geo,ye,Ea hsa Ge raphics,C E= Airbus D��,
SODA, U= e oGRdD, IGN,a d t e �I= User Communi
Sheet—of— Figure 5.Approximate Wetland Map
\`Palmetto New Life Church
JEnvironmental Concord, NC
-ram;'Consulting,Inc SAC January 20, 2024

Jerry Meade
From: pastor nlcjc.org <pastor@ nlcjc.org>
Sent: Monday, March 18, 2024 1:34 PM
To: Jerry Meade
Subject: Fwd: SAW-2024-00237 New Life Church Delineation Concurrence
Attachments: SAW-2024-00237 Delineation Concurrence.pdf
Lawson Whitson
Lead Pastor
New Life Church of Jesus Christ
Concord & Lexington NC
[phone]
www.nlcjc.org
Begin forwarded message:
From: "Lipsky,Amber L CIV USARMY CESAW (USA)" <[e-mail]>
Date: March 18, 2024 at 1:31:08 PM EDT
To: "pastor nlcjc.org" <[e-mail]>
Cc: Robert Bunch <[e-mail]>
Subject:SAW-2024-00237 New Life Church Delineation Concurrence
Good afternoon Mr. Whitson,
Reference is made to Corps Action ID:SAW-2024-00237 for the above referenced project. Please
reference this number on any correspondence regarding this action.
We have reviewed the information provided by you concerning the aquatic resources, and by copy of
this e-mail, are confirming that the aquatic resources delineation has been verified by the Corps to be a
sufficiently accurate and reliable representation of the location and extent of aquatic resources within
the identified review area.The location and extent of these aquatic resources are shown on the
delineation map entitled, "Approximate Wetland Map" and dated January 20, 2024.
Regulatory Guidance Letter(RGL) 16-01
https:Husace.contentdm.ocic.org/utils/getfile/collection/pl6O2lcol19/id/1256 provides guidance for
Jurisdictional Determinations (JD) and states, "The Corps generally does not issue a JD of any type where
no JD has been requested." Currently, we are only verifying the delineation. This delineation may be
relied upon for use in the permit evaluation process, including determining compensatory
mitigation. This verification does not address nor include any consideration for geographic jurisdiction
on aquatic resources and shall not be interpreted as such.This delineation verification is not an
Approved Jurisdictional Determination (AJD) and is not an appealable action under the Regulatory
Program Administrative Appeal Process (33 CFR Part 331). However,you may request an AJD, which is
an appealable action.
If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an Approved Jurisdictional
Determination (AJD) please respond accordingly, otherwise nothing further is required, and we will not
provide any additional documentation.

Best Regards,
Amber Lipsky (she/her)
Regulatory Specialist, Charlotte Regulatory Field Office
U.S.Army Corps of Engineers, Wilmington District
8430 University Executive Park Drive, Suite 615
Charlotte, NC 28262
Email:Amber.L.Lipsky usace army mil
Office: [phone]
Mobile: [phone]
z