HomeMy WebLinkAboutWQ0042385_Final Certification_20240408DocuSign Envelope ID: 35SAA4B9-9F87-4421-9ECF-B23F95266CB4
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CFPUA
PERMIT #: WQ0042385
PROJECT: RiverLights Development Pump Station Two
ISSUE DATE: June 14, 2023
COUNTY: New Hanover
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until
the Division has received this Certification and all required supporting documentation. Consequently, it should be
submitted in a manner that documents the Division's receipt. Send the required documentation to the Wilmington
Regional Supervisor, Water Quality Section at the address at the bottom.
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Certifications
station design, if applicable. A Final Certification shall be a complete set of record
to be served and pumla
shall include Phase/Section covered line size & lengths installed and listing of lots
p ord drawings and design calculations
regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable
standards & requirements, the Professional Engineer below has provided applicable design/construction information to
the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein
or portions thereof.
Jeff Theberge,
CFPUA Engineering Manager —U�� ,f -
Printed Name, Title Slgnat re Date
ENGINEER'S CERTIFICATION
I, KathEyn Espinoza, PE, as a duly re istered Professional Engineer in the State of North Carolina, having been
authorized to ( periodically, ❑ weekly, L] full time) observe the construction of the project name and location as
referenced above for the above Permittee hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the following construction:
approximately 16,812 linear feet of 8-inch Mvity sewer to serve 405 three -bedroom residences 145 800 gallons yer
day), a 242-seat clubhouse SF-7 (1,210 gallons Per day). a 72-seat clubhouse 360 gallons er day) with a 567 person
wimmin ool S 670 gallons per day) as part of the RiverLi hts Development Pump Station Two Sewer Basin project
and the discharge of 1S3 040 crayons Per day,•
such that the construction was observed to be built in compliance of this permit; 15A NCAC 2T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date
❑ Final ® Partial (include description)
Section 1- 1,565 LF of 8" C-900 + DIP Gravity Sanitary Sewer
Section II - 791 LF of 8" C-900 + DIP Gravity Sanitary Sewer
Section III - 2,192 LF of 8" C-900 + DIP Gravity Sanitary Sewer
Certification Comments/Qualifiers (attach if necessary):
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04/03/2024
NC DWR — Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: 910-796-7215 FAX:910-350-2004
PARTIAL CERTIFICATION - COVERING:
Section 1- 1,664 LF 8" (PVC & HDPE) and 388 LF of 6" (PVC) - Reference 11/29/2023 Section I As Built Plans
Section II - 961 LF of 6" (PVC & HDPE) - Ref. 11/29/2023 Section II As Built Plans
Section III - 1,286 LF 6" (PVC) and 612 LF of 2" (PVC) - Reference 04/03/2024 Section III As Built Plans
CERTIFICATION NOTES:
In accordance with Section .0901 tested pressures for Partial As Built Sections I, II and III meet the pressure
requirements.
In accordance with Section .0903 fire hydrants will be used for flushing for water main installed in Sections I, If and III.