WQ0044121_Application (FTSE)_20230206

NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
DWR FEB - 6 i Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources
Raleigh Regional O 1CCF"I'A 06-21 &SUPPORTING DOCUMENTATION
Application Number: VVQ 00 a (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Wake County Board of Education (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: Mark Strickland per 15A NCAC 02T_.0106(b)
Title: Chief of Facilities and Operations
4. Applicant's mailing address: 5625 Dillard Drive Crossroads bldg. I
City: CState: NC Zip: 27518-
5. Applicant's contact information: M rs tYt cv, ptnd pw(PSS rlet
Phone number: (9l9) 588-3573 Email Address:
11. PROJECT INFORMATION:
I . Project name: Felton Grove High 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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6859:' Longitude:-78.8107"
5. Parcel ID (if applicable): 0750545646 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kenneth A. LOrin>~ License Number: 23953
Firm: CLH Design. P.A.
Mailing address: 400 Reg ncy Forest Drive Suite 120
City: CM State: NC Zip: 27518-
Phone number: 9(_19) 319-6716 Email Address: klorint; .clhdesignpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Apex WRF Permit Number: NCO064050
Owner Name: Town of Apex
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0012510
2. Downstream (Receiving) Sewer Information: 8 inch 11 Gravity ® Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00064
Owner Name(s): Town of Apex
FORM: FTA 06-21 Pagel of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[—]Yes [:]No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV } been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home?Property Owners' Association, has an HOA.:POA Olerational 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 preparationiservice ❑ 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 .Q2T: 010320J)
If Industrial, is there a Pretreatment Program in effect? E] YesE] No
6. Has a flow reduction been approved under 15A NCAC 02T A 114 F ? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'°
No. of Units
Flow
High School
15 gal/per day per student
2,350
students
35,250 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
35,250 GPD
a See 15A NCAC 02T .01 1.40), (4 (e 1) and ieX2} 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: 35,250 GPD (per I SA NCAC 02T _01 14)
➢ 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: PTA 06-21 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers);
1. Summarize gravity sewer to be permitted:
Size (inches)
length (feet)
Material
8"
1,635'
DIP
8"
92'
PVC
➢ Section H & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section 111 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 StationslForce 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: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: _ _ millions gallons per day (firm capacity)
D 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 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NC.AC 0 T .0
❑ 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)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T _0305(0 & (0? ® 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
'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, FIQW, 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 I)2T,0305 or,(.), see Section X.I of this application
15A NCAC 02T.0305(g) contains alternatives where separations in 20 T.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 webpage
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.
➢ Seethe 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCACQ2B _0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.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 i SA N A 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 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 06-2 l Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pumg 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 proiects requiring a variance approval may be subiect to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, Kenneth A. Lorin , attest that this application for _ Felton Grove High School (H-12) .
(Professional Engineer's name from Application Item III 1.) (Project Name from Application Item 11.1)
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 Desif-nCriteria f r ravi Sewers latest version], and the Minimun1Design Criteria for the Fast -Track Permitting
of Pump Stations and Forp-e Mains atest_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. 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:
•o r
3 _
r
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Mark Strickland, Chief of Facilities and Operations_, attest that this application for Felton Grove High School H 12
(Signature Authority Name from Application Item 1.3.) (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 143-21 S.(,A 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.
/KJ_}1
Signature: wxl�r
ti—
d/
Rate: __._ .
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental
Quality
State of North Carolina
} ' Department of Environmental Quality
DEB - 2023 Division of Water Resources
Dlvklon of Water t ei oiirs es Raleigh Regional ` Tracking for Sewer Extension Applications
ice (FTSE 10-18)
Entity Requesting Allocation: Wake County Board of Education
Project Name for which flow is being requested: Felton Grove High School
More than one FTSE may he required for a single project 1f lite owner of the WWTP is not responsible fir all pump
stations along the route of the proposer) ivasteivater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Apex WRF
b. WWTP Facility Permit #, NC0064050
All flows are in MGD
c. WWTP facility's permitted flow 3.6
d. Estimated obligated flow not yet tributary to the WWTP 0.1870
e. WWTP facility's actual avg. flow 1.1950
f. Total flow for this specific request 0.0353
g. Total actual and obligated flows to the facility 1.4173
h. Percent of permitted flow used 40%
I1. 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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MOD
Middle
W Q0012510
0.900
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow"
Avg, Daily
Tributary
Flow Plus
(Finn ! p�,
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flown
Capacity""
0.360
0.154
0.0043
0.1583
0.2017
* 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 pcaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall he attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Apex Collection System
Downstream Permi, Number: WQCS00064
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I _1 '. , I' 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.
1a as a�a2
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

NC Dept of Environmental Quality
FEB - 6 2023
Raleigh Regional Office
CLH
i.tic r�
NCDWQ Fast -Track Application Attachment — Project Narrative
Project: Felton Grove High School
Owner: Wake County Public School System
Engineer: CLH Design, PA
Date: February 3, 2023
CLH design, p.a.
400 Regency Forest Drive
Suite 120
Cary, NC 27518
P: 919.319.6716
www.clhdesignpa.com
Wake County Public School System proposes to construct the new Felton Grove High School to the West
of Stephenson road off of Derry Down lane and Thriftwood drive in Apex, NC. Proposed construction
will include the high school building, associated parking, drop off areas for passenger & buses, as well as
athletic facilities, stormwater control measures and utility extensions.
This site proposes private and public sanitary sewer mains.
The public sewer is approximately 3,391-If of 8-in gravity sewer, 3,053-1f of 16-in gravity sewer and
2,002-If of 24-in gravity sewer that runs southwest to an existing Town of Apex pump station. The Town
of Apex will be permitting the Public sanitary sewer main.
The private sewer is approximately 1,635-1f of 8-in DIP gravity sewer and 92-1f of 8-in PVC gravity
sewer that runs to the southwest of the site and connects to the public Town of Apex sanitary sewer main.
This is the portion of sanitary sewer that is being permitted with this application.
The site is not located within a special flood hazard area as determined by FEMA and depicted on FIRM
Map # 3720072100J dated May 2, 2006 and FIRM Map #3720072000J date May 2, 2006.
The project does require coverage/authorization under a 404 Nationwide and 401 water quality
certification. These have been obtained and the permit numbers are as follows:
401 Water Quality Certification Approval: DWR#20210712
USACE Action ID No.: SAW-2020-00524
The new high school building will house classrooms, gymnasium and locker rooms and cafeteria. The
anticipated average daily flow was estimated utilizing 12-gpd for each seat in the classroom spaces.
ADF = [I 5-gpd/student x 2,350 students] = 35,250-gpd
The proposed public gravity sewer main will owned and maintained by the Town of Apex. Treatment
will be provided by the Apex WRF, permit number NC0064050.

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FELTON GROVE HIGH SCHOOL
8550 STEPHENSON RD, APEX, NC 27539
DATE FEBRUARY, 2023
PROJECT NO_ 19— 168
USGS QUAD MAP
Rfla w! .YCE: USGS TOPOGRAPHIC MAP: APEX
CLH DESIGN, P.A.
Regency Park
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27516
Phone: [phone]
Fax: [phone]

CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
P: 919.319.6716
www.cihdesignpa.com
Letter of Transmittal
CLH Project Number:
NC Dept of Environmental Quality
FEB - 6 2023
Raleigh Regional Office iC L H
February 3, 2023
To:
NCDEQ Fast Track Reviewer
Company:
NCDEQ Raleigh Regional Office Water Quality Section
Address:
3800 Barrett Drive
City/State/Zip:
Raleigh, NC 27609
Method:
UPS
Subject:
Felton Grove High School- NCDEQ Fast Track Sewer System Extension
Application
Prints
x
Originals
x
Specifications
Applications
Reports
Copy of Letter
x
Submittals
Other:
$480.00
review fee
Copies
Date
Description
1
2-3-23
Original Fast Track Application with Cover letter
1
2-3-23
Copy of Fast Track Application with Cover letter
1
2-3-23
FTSE Form
1
2-3-23
$480 review fee
1
2-3-23
Original and copy of the Site Maps
Additional Remarks:
Hello!
Enclosed is all of the information for the Felton Grove High School Sewer Fast Track Application.
Please accept this for approval. I look forward to receiving your approval of this application.
Thank you!
Renee Pfeifer, PLA
President
CLH Design, P.A.
Signed:
Cc: File
CLH design, p.a.