WQ0042462_Application (FTSE)_20210420

BOHLER ENGINEERING NC, PLLC
1927 South Tryon Street Suite 310, Charlotte, NC 28203
Professional Engineering Services Telephone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
VIA: FedEx
TO: NC DEQ RE: Private Sewer Main Extension NCDEQ Permit
Water Resources
610 East Center Avenue, Suite 301 Everbrook Academy Huntersville
Mooresville, NC 28115 RECEIVED/NCDEQ/DWR
ATTN: Ori Tuvia/Barry Love DATE: April 19, 2021
JOB NO: NCC182115
APR 2 0 2021
WOROS
MOORESVILLE REGIONAL OFFICE
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order
These Are Transmitted:
REMARKS:
COPIES DESCRIPTION
1 Utility Plans
1 USGS Map
1 Fee ($480)
1 FTA
1 FTSE/Willingness to serve
1 Cover Letter
❑ For approval
® For review and comment
❑ Returned for corrections
For your use As requested
❑Approved as submitted Approved as noted
If you have any questions or require additional information, please do not hesitate to contact this office at (980)
272-3400.
COPY TO: SIGNED:
Michael Theberge, P.E.
Project Manager

Project:
Fast Track Sewer Extension Cover Letter
12918 Eastfield Road — Eastfield Daycare Huntersville
PID: 02708402
Charlotte
Mecklenburg, NC
Project #: NCC182115
Date: April 19th, 2021
As part of the Fast Track Sewer Application (specific to all private sewer main onsite) for the Eastfield
Daycare Huntersville project, it is required that a Cover Letter accompany the application.
This project will include the construction of (1) Daycare facility on (1) constructed private street and (1)
private drive aisle within Mecklenburg County, NC, as well as associated utilities, drainage, and
landscaping. The proposed sanitary sewer system will tie-in to an existing sanitary sewer system to both
the south and north of the project site. The required flow allocation for this project is 4,475 GPD.
This package includes the information listed below in order to permit the project described above for a
private sewer main extension.
• Cover letter RotaI Acccp er, / cTs
• Sewer FTA Application ,
• Application Fee ($480)
• USGS Topo Ma
• Flow Tracking Form
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer:
Michael A. Theberge

Division 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
FTA 04-16 & SUPPORTING DOCUMENTATION
FIR1Flu n/NCDEQ/DWR
Application Number:
o be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
APR 2 0 2021
WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Ambrosino Consultant Corporation (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual 1 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Michael Ambrosino per I5A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 155 15t Street
City: Mineola State: NY Zip: 11501-
5. Applicant's contact information:
Phone number: [phone] Email Address: mambrosinoAambrosinocorp.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: Eastfield Daycare Huntersville
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: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.374939° Longitude: -80.8024°
5. Parcel ID (if applicable): 02708402
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael Theberge License Number: 043610
Firm: Bohler Engineering
Mailing address: 1927 South Tryon St. Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: mtheberge(abohlereng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WWTF Permit Number: NC0036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ZN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
® School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
>Is there a Pretreatment Program in effect? ❑ Yes
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f}? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Daycare
25 gal/person
179
4475 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
4475 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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4475 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & DC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
130
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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
❑ Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
/
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No Ai 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
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes Q No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermi s or deteriorates the sewer.
❑ Yes ❑ No NIA
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Pertnittina of Purnp Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design 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 supporting documents.
2. Professional Engineer's Certification:
I, i�h/e/ r0,e
(Professional Engineer's name fr Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
�O
(Signature Authority's name & title from Application Item 1.3.)
attest that this application for
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 143-215.613, 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 o exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
January 26, 2021
Mr. Tom Crouch
Full Moon of Union, LLC
231 Post Office Drive
Suite B-8
Indian Trail, NC 28079
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
EASTFIELD AND PROSPERITY DAYCARE AND RETAIL
12918 EASTFIELD ROAD, CHARLOTTE, NC 28078
CLTWATER TRACKING # 202134
After analysis of the sanitary sewer associated with the proposed design of project 202134,
EASTFIELD AND PROSPERITY DAYCARE AND RETAIL, it was determined that there is sufficient
capacity to accommodate the proposed sewer flow of 4,475 gallons per day (Daycare, 179 persons
x 25 gpd/person) at the connection point(s) indicated on the submitted utility plan for transmission
to the Rocky River Wastewater Treatment Plant; NPDES permit number NC0036269, located in
Cabarrus County, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatments works. Please see the attached WASCC-FTSE form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management
Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NCDEQ. However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connection(s) has not been received within two (2) years of issuance of this flow acceptance, this
flow acceptance approval shall be rescinded, and a new flow acceptance request must be made.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
GU .rwvo- Awzota.
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvcl, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

ISO 14001;2015.11C Star Public Sector + OHSAS 18001:1001
March 1, 2021
Mr. Guillermo Anzola
Engineering Assistant
Charlotte Water
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance Request
Eastfield and Prosperity Daycare and Retail
Charlotte Water Project Number 202134
Dear Mr. Anzola:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority
of Cabarrus County (WSACC) from Charlotte Water on February 23, 2021.
WSACC has or will have capacity at the Rocky River Regional Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the commercial wastewater from the proposed
project entitled Eastfield and Prosperity Daycare and Retail. The referenced project will serve a
commercial development with a 179-person daycare, with a projected wastewater flow of 4,475 gallons
per day (gpd). The wastewater generated by this project will be conveyed through a proposed gravity
system, through an existing gravity system, and then enter WSACC's system at the existing 15-inch
Highland Creek Interceptor.
If construction of this project does not commence within two (2) years of the date of this notice, the
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. This sewer capacity
allocation may also be cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation
and Commitment Policy.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
is
Thomas Hahn, PE
Assistant Engineering Director
cc: Keri Cantrell, PE/Charlotte Water
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 01-05-2021
['City of Concord ❑City of Kannapolis ['Town of Harrisburg DTown of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Eastfield and Prosperity Daycare and Retail —Project #202134
Description: The Eastfield and Prosperity Daycare and Retail engineering plans and specifications, as prepared, by
Michael A. Theberge, Bohler Engineering, NC, PLLC, for wastewater sewer laterals to serve Eastfield and Prosperity
Daycare and Retail located on 12917 Eastfield Road, Charlotte, NC, with a wastewater discharge of 4,475 GPD.
*Number of Lots: OR *Number of Units: 179 persons x 25 gpd/person *Must be included in request.
Where will the new line be connected:
Directly into a WSACC Interceptor
❑ Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed sewer laterals will tie-
in to the existing 8-inch sanitary sewer system, which extends to the 15-inch RCP material WSACC Highland Creek
Interceptor — Phase 1
Which WSACC Interceptor will the flow ultimately be discharged into: 15-inch RCP WSACC Highland Creek
Interceptor — Phase 1.
What is the WSACC manhole number that the flow will be discharged into? +/- Node 018848
What is the quantity of flow that will be discharged? 4,475 GPD
Flow type:
❑ Domestic % EI Commercial 100
❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
EK Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, 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 construction is not started within hvo (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
❑� Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
E Approved ❑ Not Approved
❑ Current Sewer Model shows: SiAFFitntr EX..L. Ss CA?Act 'Or +r1 toLLC,L`rIOA
`fir" y 1495 f,Rj Eti.A Cri 0/30,v 1-Low cowl (t I Ot

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
Dlvlsllt of Water Resources (FTSE —10/18)
(WSACC USE ONLY) Eastfield and Prosperity Daycare and Retail (Charlotte
Water Project No. 202134)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.942
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
21.947 (82.82% of permit)
0.004
25.893
97.71%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
Firm
Capacity
MGD
(A)
Design Average
Daily Flow **
(Firm/pt)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily
Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
g
MGD
(E)=(A-D)
Availablee*
Capacity
MGD
Lower Rocky
NC0036269
37.000
14,800
11.259
3.373
14.632
0.168
River PS
* 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 (pi) not less than 2.S, 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 Available
Capacity is <0.
Section III. WSACC Certification Statement:
I, J. Thomas Hahn, PE, 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 from the connection to the WSACC interceptor 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 Section I and
Section II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form indicates
WSACC's guarantee of capacity for this wastewater flow.
.L.
2c-.1
WSACC's Signing Official Signature Dte

ITotal Demand w/ Peak= 3.10 gpm * 2.10 = 6.52 gpm
Peak Factor = 2.10
Total Demand = 4,475 gpd * (1 Day/ 24 Hours) * (1 Hour/60 Minutes) = 3.10 gpm
Total Demand = 4,475 gpd
aycare with 155 Children and 24 Staff
_i . _ .
Overall Development
Eastfield & Prosperity Rd.
Full Moon Of Union, LLC
Rezoning Petition No. 2013-072
A
25 Gal/Day/Person (Child & Employee)
NCDENR Flow Demands
(155 + 24) Person * 25 gpd/Person = 4,475 gpd
'Calculated Demand

North Carolina Secretary of State Search Results Page 1 of 1
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Professional Corporation
Legal Name
Ambrosino DePinto & Schmieder Consulting Engineers, PC
Home State Name
Ambrosino, DePinto & Schmieder Consulting Engineers, D.P.C.
Information
Sosld: 1872376
Status: Current -Active 0
Date Formed: 7/25/2019
Citizenship: Foreign
State of Incorporation: NY
Annual Report Due Date:
Registered Agent: LicenseSure LLC
Addresses
Mailing Principal Office Reg Office
45 Broadway, Suite 1220 45 Broadway, Suite 1220 500 Westover Dr #5526
New York, NY 10006 New York, NY 10006 Sanford, NC 27330
Reg Mailing
500 Westover Dr #5526
Sanford, NC 27330
Professions
Engineering services
https://www.sosnc.gov/online_services/search/Business_Registration_Results 4/20/2021