WQ0044005_Application (FTSE)_20231205

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State of North Carolina
DWR
DEC 5 Department of Environmental Quality
20z2 Division of Water Resources
Division of Water Resources p_h AST TRACK SEWER SYSTEM EXTENSION APPLICATION
41 ©JTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W 004 I0 to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Youngsville Academy Charter School, 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: Dan Henson per 15A NCAC 02T .0106(b)
Title: Business Director
4. Applicant's mailing address: 2045 Hicks Road
City: Youn sg ville State: NC Zip: 27596-8937
5. Applicant's contact information:
Phone number: (9L9) 780-9605 Email Address: dan.hensonna Lgsvilleacadem�org
II. PROJECT INFORMATION:
1. Project name: Younesville Academy Charter School
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: Franklin County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.038456N` Longitude:-78.457708W°
S. Parcel ID (if applicable): 1863-03-2155, 1863-13-2393 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Roth License Number: 038197
Firm: Cole & Associates
Mailing address: 2701 E Camelback Rd
City: Phoenix State: AZ Zip: 85016-4332
Phone number: (6Q 795-4111 Ext 1401
Email Address: irothaa,colestl.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County Permit Number: NCO069311
Owner Name: Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0041265
2. Downstream (Receiving) Sewer Information: 8 inch N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00179
Owner Name(s): Franklin County Public Utilities
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FORM: FTA 06-21 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?
❑ 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.0115(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 : % Domestic 100 % 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(fl? ❑ 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 2,b
No. of Units
Flow
School with Cafeteria, Gym, and Showers
15 gal/student
360 students
5,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5,400 GPD
a See 15A NCAC 02T .0114(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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 5,400 GPD (per 15A NCAC 02T .0114)
➢ 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 06-21 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"
928
PVC
8"
138
DIP
➢ 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: aLongitude: - °
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. Lb. ❑ 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 06-21 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(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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(e) contains alternatives where separations in 02T.0305(f) 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 m
❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation require ��
by NC licensed PE, in `�
ent,
an verifying the criteria outlined th
p� signed/sealed
3. Does the project comply with separation requirements for wetlands? q 1 A,)
❑ N/A
➢ Please provide supplementary information identifying the areas of non-confc (�
➢ See the Division's draft separation requirements for situations where separat
➢ No variance is required if the alternative design criteria specified is utilized i
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: TAR-PAMLICO
® 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.0105(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 permiee 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 06-21 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 permit, 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 project, the full technical review is required.
2. Professional Engineer's Certification:
I, 3-1 ✓ % 'R o rk , attest that this application for C HAYZI 'Q Stu 6 a,
(Professional Engineer's name from Application Item III.1.) t (Project Name from Application Item II.1)
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 Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
:...........................................................
North Carolina Professional Engineer's seal, signature, and date: ,,,`,� �CAr��
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Applicant's Certification er 15A NCAC 02T .0106(b):
I, , attest that this application for �A,0 (,Vs, t.,t A t&,De
(Signature Authority ame from Application Item I.3.) (Project Name from Application Item II.1)
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.
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
OWK
DEC 5 2022 Division of Water Resources
of Water resources Flow Tracking for Sewer Extension Applications
Raleigh Regional Office (FTSE 10-18)
Entity Requesting Allocation: youngsville academy charter school inc
Project Name for which flow is being requested: Youngsville Academy Charter School
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
All flows are in MGD
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
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point
and the WWTP:
(A)
(B)
(C) (D)=(B+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 / pf),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
Private Private
0.07056 0.01764
0.0108
0.0054 0.0162
0.00144
* 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 now is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Franklin County, Hadleigh Ph 1
Downstream Permit Number: WQCS00179; WQ0041265
Page 1 of 6
FTSE 10-18

M
III. Certification Statement:
I VAP4J— certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
l
Signing Official Signature
g,�s� ��ss � ►�Ec.Tbr�
Title of Signing Official
21 1Z2.
Date
Page 2 of 6
FTSE 10-18

NC Dept of Fnv1mS3mert?-1
Division of Water ResoJWlg" Rf"plPnai Oii 14;
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: youngsville academy charter school inc
Project Name for which flow is being requested: Youngsville Academy Charter School
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Franklin County
b. WWTP Facility Permit #: NC0069311
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
All flows are in MGD
3.000
0.642
1.264
0.00540
1.9114
63.71%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D){B+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 / pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, 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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Franklin County, Hadleigh Ph 1
Downstream Permit Number: WQCS00179; WQ0041265
Page 1 of 6
FTSE 10-18

III. Certification Statement:
i certify to the best of my knowledge that the addition of
the volume of wastewater to be perInitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to tranran eat the proposed new wastewater.
'?a Vs c..l_ -- O7i1 LA rCC-S c
Title of Signing Official
Page 2 of 6
FTSE 10-18
ZC —

ST. LOUIS
ST. CHARLES
DALLAS
PHOENIX
cole�
}�Po�wer House at Union Station
NC Dept Of Environmental Quah•St'iou s, M063103 18th Street, Suite 200
1520 S. Fifth Street
Suite
St Char0les, MO 63303
6175 Main Street
Frisco, TX 75034
2701 E. Canteihack Road
Phoenix, AZ 85016
314.984.9987 tel
636.978.7508 tel
972.624.6000 tel
602.795.4111 tel
DEC 5 2022
December 02, 2022
North Carolina DepartnU*+ Amine nta O�f'Qeuali ty
nm
Project Narrative for Fast Track Sewer System Extension Application
To whom it may concern,
Youngsville Academy is proposing the construction of a new high school facility located at 2179
Hicks Rd, Youngsville, NC 27596. All Fast Track Sewer System Extension documents
submitted with this application are as follows:
• Fast Track Application
• This Cover Letter
• Flow Tracking/Acceptance Form (From Franklin County)
• Flow Tracking/Acceptance Form (From Youngsville Academy's Existing System)
• USGS Quadrangle Map
• Facility Location Map
• Aerial Map
The proposed development will include a building of approximately 36,460 S.F. and a student
population of 360 high school students. The building includes a cafeteria, a gym, and showers.
The proposed sewer system includes 928 feet of private 8-inch PVC sewer line and 138 feet of
private 8-inch DIP sewer line. The sewer from the building is proposed to exit from a single
building connection on the east side of the building and will be conveyed across Hicks Road to
connect to the private sewer system of for the existing Youngsville Academy Elementary School
on the west side of Hicks Road via tapping into an existing private manhole.
The proposed development has a required average daily flow of 5,400 GPD. This flow will be
added to the existing Youngsville Academy Elementary School's 8-inch sanitary sewer system at
the location indicated in the attached Facility Location Map. At this point the 3 GPM from the
existing elementary school and the 3.75 GPM from the proposed high school combine to create
6.75 GPM in the existing sanitary sewer system. The existing pump station at the elementary
school is more than sufficiently designed to convey this amount of flow.
Please let us know if we can provide you with any additional information. If you have any
questions, please contact me at 480-417-2592 or imcghee(a),colestl.com.
Sincerely,
IC. /� 40-
John C. McGhee, PE
Senior Project Manager
CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE / GIs / ADA TRANSITION PLANNING

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Power House at Union Station
1520 S. Fifth Street
6175 Main Street
2701 E. Camelback Ro
401 S. 18th Street, Suite 200
Suite 307
Suite 367
Suite 17S
St. Louis, MO 63103
St. Charles, MO 63303
Frisco, TX 75034
Phoenix, AZ 85016
314.984.9887 tel
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972.624.6000 tel
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transmittal
TO: NC Department of Environmental Quality DATE: 12/02/2022 JOB #: 22-0193
3800 Barrett Drive ATTENTION: NCDEQ Raleigh Office Sewer Review
Raleigh, NC 27609 RE:
We Are Sending You:
COPIES
DATE
NO.
DESCRIPTION
1
12/02/22
1
Sewer Fast Track Application
1
12/02/22
2
Cover Letter
1
12/02/22
3
Franklin County Flow Tracking
1
12/02/22
4
Existing Youn sville Academy Elementary School Flow Tracking Form
1
12/02/22
5
USGS Quad Map
1
12/02/22
6
Facility Location Map
1
12/02/22
7
Aerial Map
1
12/02/22
8
Complete Digital Copy on CD
1
12/02/22
9
$480 Check for NCDEQ Water Review Fee
These Are Transmitted As Checked Below:
❑ Approval ® For Review ❑ For Your Use ❑ Other
and Comment
Via:
® Courier ❑ Mail ❑ Pick Up ❑ Other
Remarks:
Please find enclosed the above items as part of the Youngsville Academy Charter School Sewer Fast Track Application.
Please reach out to me with any questions about this submittal by phone at 602-795-4111 Ext. 1402 or email at [e-mail]
Copy To:
File
CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE