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Groundwater and Seeps Remedy 90% Design Submittal

The remedy design described in this report will intercept, capture and treat groundwater originating in the Perched, Surficial, and Black Creek Aquifers as well as the water that discharges at the bluff face as seeps.

Strictly Controlled Conditions Template

Confirmation of Application of Strictly Controlled Conditions According to Regulation (EC) No. 1907/2006 (REACH Regulation)

Framework to Assess Table 3+ PFAS in New Hanover, Brunswick, Columbus, and Pender Counties

This document was prepared by Geosyntec Consultants of NC, P.C. (Geosyntec) for The Chemours Company FC, LLC (Chemours) to provide a framework to assess Table 3+ per- and polyfluoroalkyl substances (PFAS)1 in soil and groundwater in New Hanover, Brunswick, Columbus, and Pender Counties (the counties) of North Carolina.

Please find enclosed the Interim Seep Remediation Operation and Maintenance Report #6

Please find enclosed the Interim Seep Remediation Operation and Maintenance Report #6.

PRE-DESIGN INVESTIGATION SUMMARY - UPDATED Chemours Fayetteville Works Version 2: June 29, 2021

Geosyntec Consultants of NC, P.C. (Geosyntec) and GEOServices, LLC (GEOServices) have prepared this Pre-Design Investigation (PDI) Report Version 2 for The Chemours Company, FC, LLC (Chemours).

DEQ Approval of Barrier Wall and Groundwater Extraction System 90% Design Report

October 25, 2022

PURCHASE ORDER TERMS AND CONDITIONS

These Purchase Order Terms and Conditions ("PO Terms") set forth the terms and conditions that apply to all purchases of goods and services (as defined below) by Chemours from Seller by means of a purchase order ("PO") issued by Chemours to Seller.

RESIDENTIAL DRINKING WATER PROGRAM INVESTIGATION WELL SAMPLING LOCATIONS WITH RESULTS AS OF MAY 18, 2023

CHEMOURS CHAMBERS WORKS COMPLEX DEEPWATER, NEW JERSEY

Consent Order Addendum – Submission Pursuant to Paragraph 1.b - March 30, 2023

Please find enclosed the Cape Fear River PFAS Mass Loading Assessment – Fourth Quarter 2022 Report.

TW EIA 110 02 110 04

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