WQ0045791_wq0045791 app_20240821

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Weldon
Middle
Et High School
415 County Road
Weldon, NC
NCDEQ Fast-Track Sewer Application
Public Portion
Submittal #1
August 21, 2024
J
J Prepared by:
CLH Design, pa
Cert. C-1595

Weldon Middle School& High School
Page 2
Table of Contents
Vicinity Map
Description of Work
Appendices
1 A. Fast Track Application
I B. USGS Quadrangle Map
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Weldond.le School&High School
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Vicinity . p
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Weldon Middle School& High School
Page 14
Description of Work
The proposed Weldon Middle & High School project is located at the existing school site located on 415
County Road in Weldon (see Vicinity Map). The project proposes the construction of a new school
building, access drives, parking lots, play fields, stadium, play areas and associated construction of storm
drainage, utility, sidewalks, landscaping, etc.The entire existing school is being removed except for the
existing gymnasium. Approximately 30 acres of the land will be disturbed during construction.
This project proposes 50 LF of 8-in public gravity sewer, 690 LF of 6-in private gravity sewer,and 886 LF
of 8-in private gravity sewer. Given this information, sewer permit applications packages for both
private sewer and public sewer are submitted simultaneously to NC DEQ, with the private portion
including the flow, and the public portion including zero flow.
A copy of the signed Fast Track Sewer System Extension Application (FTA 10-23) has been included in
Appendix A, with the original copy submitted in this application package.
Per FEMA FIRM Map 3720490700J, effective date July 3, 2007,the site is not within a flood hazard area.
The existing, downstream, sewer main serving the school flows to the Town of Weldon WWTP (NC
0025721) which is owned and operated by Halifax County.The Flow Tracking for Sewer Extension
Applications (FTSE 10-23)form, signed by Mayor Credle of Jackson, NC on August 15,2024, included in
the private portion application package, confirms that the existing wastewater treatment plant can
accept the flow generated from this project. See Appendix B for a map showing the location of the
wastewater treatment plant (WWTP) in relation to the project site.

Appendix A
Fast Track Sewer System Extension Application (FTA 10-23) (copy)

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
1 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
1 Application Number: bb io be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1 1. Applicant's name: Town of Weldon(company,municipality, HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑Other
1 3. Signature authority's name: Hugh C. Credle per 15A NCAC 02T.0106(b)
Title: Mayor,Weldon North Carolina
4. Applicant's mailing address: 109 Washington Ave
City: Weldon State:NC Zip: 27890-
1 5. Applicant's contact information:
Phone number: (2,12J 536-4836 Email Address: [e-mail]
7 IL PROJECT INFORMATION:
I I. Project name: Weldon Middle& High School
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: Halifax /
4. Approximate Coordinates(Decimal Degrees): Latitude: 36.413 Longitude: -77.612 ✓ �� Nv
5. Parcel ID(if applicable): 4907-20-81-4419(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Steven Miller License Number: 022625
1 Firm: CLH Design,ya
Mailing address:400 Regency Forest Dr. Suite 120
City: Cary State: NC Zip: 27518-
JPhone number: (919) 30-6716 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Town of Weldon WWTP Permit Number: NCO025721
Owner Name:Town of Weldon
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS001 15 J
J2. Downstream(Receiving)Sewer Information: 12 inch ® Gravity . . Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00115
Owner Name(s):Town of Weldon
FORM: FTA 10-23 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: 0%Domestic 100%Commercial 0%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
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total T 0 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: 0 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): Upstream flow is included in the application submitted concurrently with this one (Applicant:
Weldon School Administrative Unit
FORM:FTA 10-23 Page 2 of 5

1 VII. GRAVITY SEWER DESIGN CRITERIA If Applicable)-02T.0305& MDC(Gravity Sewers):
( PP ) ( tv )
1 1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
1 8 50 DIP
1
1
1 ➢ Section II &III of the MDC for Permitting of Gravity Sewers contains infonnation related to design criteria
1 ➢ 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: Longitude:-
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
1 ➢ 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
1
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.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
b. 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

1 IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1 I. Does the project comply with all separations/alternatives found in 15A N(;AC 02T.0305(fo&_W? ® 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
ZWater mains(vertical-water over sewer preferred, including in benched trenches) 18 inches
1 ZWater 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 11 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
1 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.l 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 webnaae
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/scaled 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
1 ➢ Please provide supplementary information identifying the areas of non-conformance.
1 > 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 constructiop.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: Roanoke ® 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 2B.0202
9 5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No /
or 401 Water Quality Certifications?
➢ Please provide the permit numberpermitting 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

1 X. CERTIFICATIONS:
I. 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:
1 I, Steven J Maier attest that this application for Weldon Middle&High School
i Prolosinnal t ngineer's name from 1ppltcation Item Ill I ) {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 m) 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 143-215.6B. 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)
9rllJr��rr
North Carolina Professional Engineer's seal,signature,and date: N CAS
1 SEAL
22825
%od'�, GINEE� �Q-�,�•
Di gitallj� �; i84�ven J.
JJ Miller
Date 2024.08 21 11:17.55-04'001
3. Applicant's Certification per 15A NCAC 02 r.0106(b):
I, Hugh Credle attest that this application for Weldon Middle&High School /
(Signature Authont) Name from Application Item 13 t (Project Name from Application item 11 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
J 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 143-215.68, 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: `.% e, Date: �� I2a�cr
FORM- PTA Itl-'J'i Pans. S of C

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Weldon Middle School&High School
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Appendix B
USGS Quadrangle Map

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Weldon Middle &t High School Portion of USGS Quad Map
North Weldon, NC - 1974
Scale: 1"=2,000'