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HomeMy WebLinkAbout20191146 Ver 1_Chemours 404 permit preliminary design - exhibits - support documents 2019-07-01_20190826PLOT DATE: 6/27/2019 4:00 PM PLOTTED BY: ITSCHNER, KARL ❑HU 0H OHU li CONSTRUCTION INC AREA N IO a0 20 0 40 80 ISCALE: 1"=80' I\..rte —1 X UNIED STTATES GOVERNMENT p I = LOCK / 3 � - QO L) I D.is B. 168, PAGE 95 i 67707 I / ✓1 I z Iz z ! �I .< W INFLUENT EFFLUENT �\ 50 PIPELINE PIPED ____?O/ "70 l s1 V CONCRETE PARKING HIGH I IQ EL: 49.00 _ I g-� ORDINARY (� WATER MARK PUMP`STATION // , I Pd (OHWM) \ \ TOP EL: 50.00 )�j 1of ry �24 ��_,CONCRETE WEIR \ �y, rJ NCRTN CAROLINA COASTAL LAND TRUST _ D.B. 95, PAGE 400 P13 PACE 93 PM. 035900228496 \ \ S/P WETLAND a I LEGEND NOTES: / IMPOUNDMENT AREA EXISTING CONTOURS ORDINARY HIGH WATER MARK (OHWM) STONE RIP RAP WETLANDS 1. IMPOUNDMENT VOLUME: 40,000 CUBIC FEET 100 YR FLOOD ZONE ELEVATION: 67.5 70 EXISTING GRADE SECTION A SCALE: 1 "=10'-0" �01 MAX WATER ELEV: 47 WEIR CHANNEL BOTTOM ELEVATION: 40 SECTION B SCALE: 1"=10'-O" �01 60 50 DAM: 48 ATION: 45 'ATION: 40 30 ❑HU �H N - OHU- - ��� -- / C -_o�,� 40 20 0 40 80 ` % J ye_ •. 1 "=80' \ x� /CONSTRUCTION S TAf3ING AREA IL UNITED STATES COVERNYENT =LOCK / 3 V- D.B. PAGE 95 r PIN: 03535 900667707 p / CONSTRUCTION FENCE / ✓� I I An 54 TEMPO PU AP of TEMPORARx COFFER- DAM � ���� a• � I .14ET MPORARY BY-PASS � � � � � I � ---- �"�� I Til "Ar NORTN CAROLINA COASTAL LAND TRUST _ D.B.PAGE 400 P,B95, . PAGE 19393 PM03: 03690022896 \ S/P WETL ,fix/ i� Road Ditch Wetland Seep Wetland GLENGERRY ROAD.BILL HALL RD.[ The Chemours Company Fayetteville WorksCumberland County, North Carolina 0 100 20050Feet _____ _ Encapsulated Stream Ephemeral Stream Perennial Stream OHWM Study Area Wetland !.Culvert [ The Chemour CompanyFayetteville WorksCumberland County, N orth Carolina 0 1,250 2,500625Feet W illis Creek Swans Creek Unnamed Tributary toWillis Creek K i r k s Mill Creek GeorgiaBranch OldOut fa l l #2 MinesCre e k Unnamed Tributary to the Cape Fear River Georgia Branch CapeFearRiverWi llis Creek Perennial Stream 6/5/2019 ConnectGIS Feature Report https://bladen2.connectgis.com/DownloadFile.ashx?i=_ags_map895eafa4ce78452eb7c03773f79fdc25x.htm&t=printid 1/3 Bladen2 Printed June 05, 2019 6/5/2019 ConnectGIS Feature Report https://bladen2.connectgis.com/DownloadFile.ashx?i=_ags_map895eafa4ce78452eb7c03773f79fdc25x.htm&t=printid 2/3 OBJECTID 10622 PERIMETER 39224.8078225 PIN 034900751613 Zoning I FLOOD OUT FTR_CODE PARCEL calcacre 0 OLD_PIN 034900751613 parcels_AG   parcels_sa 0 PID 18528 PIN_1 034900751613 OwnerAd 1007 MARKET STREET OwnerCity WILMINGTON OwnerState DE OwnerZip 19899 DeedPage 0461 DeedBook 0729 DeedYear 2015 DeedAcres 1716.27 PlatBook SEE MS PlatPage G TaxDistric TOBERMORY FD TotalASVCu 15700600 NeighbCode 0 LandASVCur 2537090 ImproveASV 13163510 LandRateTy AC LandRateCo BSP SalesIns_1   TaxableVal 15700600 TotalTaxOw 0 PhysStreet 22828 NC 87 HWY W XXTIAC 1779160 LegalDes_1   LegalDes_2 NC HWY 87 LegalDescr 034900751613 SalesInstr   SalesAmount 0 Quantity 90.99 DeprTable C40 FinishedAr 45820 MultipleIm 61 BuiltUsage 40 LandRate_1 ACRES YearActual 40 CurrentUse WAREHOUSE QualityGra C QualityG_1 C Componen_1 WAREHOUSE-STG Descript_2 WAREHOUSE ComponentC 68 Block 75 SubMap 0 MapNo 349 OwnerId 538858 CurrentOwn 538858 ParcelId 18528 AKYEAR 0 LandLUVCur 2537092 ImprovFMVC 13163504 LandFMVCur 2537092 Neighborho 60000 ExemptionC   ImprovFMVR 14657500 TotalFMV_1 18888800 LandLUVRev 4231300 TotalFMVRe 15700596 LandFMVRev 4231300 Descript_1 1 Map Acres 1716.27 PhysicalSt NC 87 Descriptio INDUSTRIAL IMPROVED ParcelDe_1 1 ParcelDesc 5 DistrictCo TownshipCo Owner Name 6/5/2019 ConnectGIS Feature Report https://bladen2.connectgis.com/DownloadFile.ashx?i=_ags_map895eafa4ce78452eb7c03773f79fdc25x.htm&t=printid 3/3 164 0 THE CHEMOURS COMPANY FC LLC Owner Name 2   Owner Address 1007 MARKET STREET Owner City WILMINGTON Owner State DE Owner Zip 19899 0729` 0461 This certifies that PIN is free of any delinquent ad valorem tax liens charged to the Bladen County Tax Collector but does not certify th th eed de2S&'Ltioryyatches this PIN Co ection Agent Signature Date NCGS 161-31 FILED BLADEN COUNTY BEVERLY T. PARKS REGISTER OF DEEDS FILED Jan 30, 2015 AT 08:49:57 am BOOK 00729 START PAGE 0461 END PAGE 0468 INSTRUMENT # 00222 NORTH CAROLINA SPECIAL WARRANTY DEED Excise Tax - $0.00 Tract No. Tract 1 Tract 3 Tract 4 Tract 4 Prepared by and return to: Mayleng S. Watson McGuire Woods LLP 201 N. Tryon St., Ste. 300 Charlotte, NC 28202 Brief description for the Index: 2,093.82 acres, more or less in Cumberland and Bladen Counties, North Carolina 10.57 acres, more or less in Cumberland County, North Carolina THIS DEED, made this 23rd day of January, 2015, BYAND BETWEEN GRANTOR E. I. DU PONT DE NEMOURS AND COMPANY, a Delaware corporation 1007 Market Street Wilmington, Delaware 19898 7487874/8 Recording time, Book and Page Parcel Identifier No. 0440-12-4562 (Cumberland) 0440-52-2431 (Cumberland) 0440-70-6707 (Cumberland) 034900751613 (Bladen) GRANTEE THE CHEMOURS COMPANY FC, LLC, a Delaware limited liability company Du Pont Corporate Real Estate CRP 730/31152 974 Centre Road P.O. Box 2915 Wilmington, Delaware 19805 0729 0462 7487874/8 BK:00729 PG -0462 The designation GRANTOR and GRANTEE as used herein shall include said parties, their successors and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, that the GRANTOR, for no or nominal consideration paid by the GRANTEE, the receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell, convey, and donate unto the GRANTEE in fee simple, ALL of GRANTOR's interest in and to that certain lot or parcel of land, with the improvements thereon (collectively, the "Property"), situated in Cumberland and Bladen Counties, North Carolina and more particularly described on Exhibit "A" attached hereto and made a part hereof. TOGETHER with all and singular the property, buildings, improvements, ways, streets, alleys, driveways, passages, waters, water -courses, rights, riparian grants and rights, liberties, privileges, hereditaments and appurtenances whatsoever thereunto belonging or in any wise appertaining, and the reversions and remainders, rents, issues, and profits thereof; and all the estate, rights, title, interest, property, claim and demand whatsoever of it, the said Grantor, as well at law as in equity or otherwise, howsoever, of, in, and to the same and every part thereof. A map showing the above-described property is recorded in Map/Cabinet 35, Page 59; Map/Cabinet 36, Page 50, Map/Cabinet 95 Page 191-193, Cumberland County Registry; Map/Cabinet 9, Page 32, Map/Cabinet 9, Page 57, Map/Cabinet A148, Pages 1488-1491, Bladen County Registry. All or a portion of the Property herein conveyed does not include the primary residence of Grantor. TO HAVE AND TO HOLD the Property, in fee simple, and all privileges and appurtenances thereto belonging to the Grantee. And the GRANTOR covenants with the GRANTEE, that GRANTOR has done nothing to impair such title as GRANTOR received, and GRANTOR will warrant and defend the title against the lawful claims of all persons claiming by, under or through GRANTOR, except for the exceptions hereinafter stated. Title to the Property is subject to ad valorem taxes for the lien of all taxes for the year 2014 and thereafter not yet due or payable. UNDER AND SUBJECT to all matters of record and any state of facts that is apparent or disclosed by a survey of the property. ALSO UNDER AND SUBJECT to the condition and restriction that that in no event shall the Property be used as a day care or child care facility or for residential purposes, or in violation of any environmental law. -2- 0729 0463 BK -00729 PG:0463 SUBJECT TO ALL matters of record and any matters not of record, including but not limited to leases, covenants, conditions, restrictions, plans and easements with respect to the property described herein, this reference to which shall not be construed to re -impose any such covenants, conditions, restrictions, plans and easements which have otherwise lapsed, expired or have otherwise been terminated in accordance with their terms or otherwise, as applicable. Reserving, however, unto the Grantor and its successors and assigns, the right, exercisable on reasonable notice to the Grantee, to re-enter upon the hereinabove described lands and premises as may be required to perform and discharge legally binding obligations to third parties and/or authorities having jurisdiction. (Signature on following page) 7487874/8 -3- 0729 0464 BK:00729 PG -0464 IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in its corporate name by its duly authorized officer and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first above written. d-,� / A,� Attest By: SRW L. 6G W"rf 2. Print Name Title: yoe6T- OD 0-0- �-G STATE OF DELAWARE : : SS. NEW CASTLE COUNTY: E. I. DU PONT DE NEMOURS AND COMPANY By: (SEAL) Name: Karen Fletcher Title: Vice President, du Pont E in Facilities Services & Real Estate & Chi i� Rf17FFT//g, JQo• FOUNpF • ��' �� • •Z [CORPORATE SEAR w : 802 : n Z • .p , �i * • SEAL !� /11llll� I certify that the following person personally appeared before me on January 23rd, 2015 and acknowledged to me that he signed the foregoing document: Karen Fletcher, Vice President, du Pont Engineering, Facilities Services & Real Estate & Chief Engineer of E. I. du Pont de Nemours and Company, a Delaware corporation. §ry NotPub is Name: My commission expires, LAOIS A. SMITH NOTARY ELIC STATE OF DELAWARE My =raft +t expires July 18, 2015 `�. O D�Mtp . 's• i 50 ry `,aux ta. joss � •.�� — 7487874/8 ••y0 .; gs;��V•� �✓ r'�RY t'�Q• r��� 'J/!l111i1�1�\ 0729 0465 13K-00729 PG'.0465 The foregoing Certificate(s) of is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the first page hereof. REGISTER OF DEEDS FOR CUMBERLAND COUNTY By: Deputy/Assistant—Register of Deeds 7487874/8 -5- United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Phone: (919) 856-4520 Fax: (919) 856-4556 In Reply Refer To: Consultation Code: 04EN2000-2019-SLI-0487 Event Code: 04EN2000-2019-E-02224 Project Name: The Chemours Company - Fayetteville Works Subject:Updated list of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The species list generated pursuant to the information you provided identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. Section 7 of the Act requires that all federal agencies (or their designated non-federal representative), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally-listed endangered or threatened species. A biological assessment or evaluation may be prepared to fulfill that requirement and in determining whether additional consultation with the Service is necessary. In addition to the federally-protected species list, information on the species' life histories and habitats and information on completing a biological assessment or June 03, 2019 06/03/2019 Event Code: 04EN2000-2019-E-02224   2    evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the web site often for updated information or changes If your project contains suitable habitat for any of the federally-listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species' presence or absence within the project area. The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys. If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely to adversely affect) a federally-protected species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared). However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel conducting the assessment, habitat conditions, site photographs, and any other related articles. Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7 consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea turtles,when in the water, and certain marine mammals are under purview of the National Marine Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/ We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. If you have any questions or comments, please contact John Ellis of this office at john_ellis@fws.gov. 06/03/2019 Event Code: 04EN2000-2019-E-02224   3    Attachment(s): ▪Official Species List 06/03/2019 Event Code: 04EN2000-2019-E-02224   1    Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 (919) 856-4520 06/03/2019 Event Code: 04EN2000-2019-E-02224   2    Project Summary Consultation Code:04EN2000-2019-SLI-0487 Event Code:04EN2000-2019-E-02224 Project Name:The Chemours Company - Fayetteville Works Project Type:** OTHER ** Project Description:The Chemours Company Fayetteville Works manufacturing site (Site) produces fluoroproducts including refrigerants, ion exchange membranes, and other essential products. The site is located on a 2,150-acres site in southeast North Carolina, in Bladen County adjacent to the Cape Fear River, of which approximately 400 acres is developed. The purpose of this project is to assess potential environmental impacts related to the design and implementation of remedial actions at the Site. Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/place/34.839149740142126N78.83230057799494W Counties:Bladen, NC | Cumberland, NC 06/03/2019 Event Code: 04EN2000-2019-E-02224   3    Endangered Species Act Species There is a total of 9 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1.NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Threatened Birds NAME STATUS Red-cockaded Woodpecker Picoides borealis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/7614 Endangered Wood Stork Mycteria americana Population: AL, FL, GA, MS, NC, SC No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/8477 Threatened 1 06/03/2019 Event Code: 04EN2000-2019-E-02224   4    Reptiles NAME STATUS American Alligator Alligator mississippiensis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/776 Similarity of Appearance (Threatened) Insects NAME STATUS Saint Francis' Satyr Butterfly Neonympha mitchellii francisci No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/5419 Endangered Flowering Plants NAME STATUS American Chaffseed Schwalbea americana No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/1286 Endangered Michaux's Sumac Rhus michauxii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/5217 Endangered Pondberry Lindera melissifolia No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/1279 Endangered Rough-leaved Loosestrife Lysimachia asperulaefolia No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/2747 Endangered Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 0729 0466 BK: 00729 PG- 0466 EXHIBIT A Legal Description FAYETTEVILLE WORKS MAIN SITE DESCRIPTION Tract 1 All of that piece, parcel or tract of land lying or situate in Cumberland County, North Carolina and being more particularly described as follows: Commencing at a concrete right of way monument on the east right of way line of NC Highway 87, having NC Grid Coordinates N=402727.67', E=2045199.49', thence N88 -10-19W for 3127.32' to a found iron pipe and the Point of Beginning; thence 556-19-56W for 1252.30 feet to a point in a pond; thence N10 -00-48E for 850.36 feet to a found iron pin, passing a set iron pin at 97.51 feet; thence N87 -26-48E for 826.50 feet to a found iron pipe, thence 520-53-46 E for 192.65 feet to the Point of Beginning. Containing 10.57 acres, more or less Composite Description of Tract 3 and 4 All of that piece, parcel or tract of land lying or situate in Bladen and Cumberland Counties, North Carolina and being more particularly described as follows: Beginning at a concrete right of way monument on the east right of way line of NC Highway 87, having NC Grid Coordinates N=402727.67', E=2045199.49; thence N52 -02-10E for 309.70 feet to a concrete monument; thence S69 -55- 43E for 140.29 feet to a concrete monument on the common line with the North Carolina Coastal Land Trust line as recorded in Deed Book 4787 at page 497 of the Cumberland County, North Carolina Registry; thence with said common line the following three (3) courses to wit: 1) S31 -08-52E for 2325.80 feet to an iron pin; 2) N76 -44-32E for 636.68 feet to a concrete monument; 3) N20 -07-44W for 981.87 feet to a point in the center of Willis Creek; thence following the centerline of Willis Creek the following seventy-two (72) calls to -wit: 1) N73 -14-05E for 63.85 feet; 2) 588-05-55E for 86.79 feet; 3) 567-05-55E for 111.04 feet; 4) 578-33-55E for 41.20 feet; 5) N79 -10-05E for 24.08 feet; 6) N76 -14-05E for 115.18 feet; 7) N60 -52-05E for 91.37 feet; 8) N37 -47-05E for 86.12 feet; 9) N27 -14-05E for 85.64 feet; 10) N33 -23-05E for 98.82 feet; 11) N08 -24-55W for 126.29 feet; 12) N06 -22-05E for 57.76 feet; 13) N31 -34-05E for 46.63 feet; 14) N66- 50 -05E for 72.91 feet; 15) 572-58-55E for 43.31 feet; 16) S59 -26-55E for 72.48 feet; 17) 564-21-55E for 81.87 feet; 18) S85 -54-55E for 71.22 feet; 19) N29 -37-05E for 63.98 feet; 20) N80 -49-05E for 35.74 feet; 21) 579-57-55E for 93.85 feet; 22) 541-24-55E for 94.22 feet; 23) 574-30-55E for 64.75 feet; 24) S74 -30-55E for 182.83 feet; 25) 566-33-55E for 117.82 feet; 26) N89 -18-05E for 114.20 feet; 27) S43 -41-55E for 87.54 feet; 28) S44 -42-55E for 83.09 feet; 29) 566-44- 55E for 75.45 feet; 30) N34 -22-05E for 181.59 feet; 31) N06 -04-05E for 135.25 feet; 32) N08 -27-05E for 53.89 feet; 33) N57 -04-05E for 71.10 feet; 34) N67 -16-05E for 57.32 feet; 35) N73 -59-05E for 102.66 feet; 36) S56 -14-55E for 198.99 feet; 37) N76 -15-05E for 44.31 feet; 38) N45 -53-05E for 288.10 feet; 39) S58 -35-55E for 84.54 feet; 40) 512-23-05W for 42.12 feet; 41) S12 -28-55E for 142.02 feet; 42) 502-39-05W for 69.72 feet; 43) S30 -04-05W for 86.93 feet; 44) 538- 47-05W for 103.73 feet; 45) 510-09-55E for 32.56 feet; 46) S38 -00-55E for 109.09 feet; 47) 534-54-05W for 68.03 feet; 48) 510-04-55E for 71.12 feet; 49) 580-19-55E for 52.25 feet; 50) N66 -10-05E for 25.61 feet; 51) N11 -06-05E for 7487874/8 -6- 0729 0467 BK -00729 PG -0467 75.05 feet; 52) N52 -02-05E for 60.50 feet; 53) N80 -32-05E for 26.00 feet; 54) S17 -01-55E for 32.24 feet; 55) S52 -52- 55E for 132.00 feet; 56) N57 -09-05E for 83.50 feet; 57) S74 -59-55E for 136.40 feet; 58) N79 -00-05E for 141.30 feet; 59) N34 -22-05E for 136.67 feet; 60) N74 -15-05E for 130.30 feet; 61) S59 -49-55E for 53.90 feet; 62) S17 -49-55E for 95.38 feet; 63) N77 -52-05E for 240.43 feet; 64) S20 -59-55E for 139.84 feet; 65) S67 -02-55E for 164.58 feet; 66) N89- 40 -05E for 218.05 feet; 67) S49 -06-55E for 84.01 feet; 68) S06 -16-05W for 143.06 feet; 69) S32 -16-55E for 280.49 feet; 70) S20 -49-05W for 136.54 feet; 71) S03 -32-05W for 220.40 feet; 72) N66 -22-21E for 494.87 feet to an iron pin along the bank of the Cape Fear River; thence along the western bank of the Cape Fear River the following six courses to - wit: 1) SOO-18-22E for 724.77 feet to an iron pin; 2) S18 -07-22E for 533.36 feet to an iron pin; 3) S21 -43-22E for 1345.33 feet to an iron pin; 4) S10 -12-22E for 897.65 feet to an iron pin; 5) S06 -45-22E for 1236.75 feet to an iron pin; 6) SO4-39-22E for 1215.79 feet to a point on the west bank of the Cape Fear River; thence leaving said west bank with the common line of United States Government property as recorded in Deed Book 95 at page 168 of the Bladen County, North Carolina Registry the following two (2) courses to wit: 1) S47 -39-38W for 882.00 feet to a concrete monument, passing an iron pin at 15.29 feet; 2) S05 -45-29E for 609.05 feet to an iron pin at the common corner with the North Carolina Coastal Land Trust as recorded in Deed Book 400 at page 537 in the Bladen County, North Carolina Registry; thence with said common line the following fifty-two (52) courses to wit: 1) S05 -52-58E for 411.82 feet to an iron pin; 2) S05 -39-31E for 1645.99 feet to an iron pin; 3) S05 -22-50E for 1289.36 feet to an iron pin; 4) S03 -33-38W for 265.97 feet to an iron pin; 5) S13 -28-22W for 230.94 feet to an iron pin; 6) S24 -41-36W for 342.03 feet to an iron pin; 7) S37 -13- 54W for 326.43 feet to an iron pin; 8) S50 -56-45W for 343.74 feet to an iron pin; 9) S62 -06-19W for 246.76 feet to an iron pin; 10) S72 -50-12W for 268.74 feet to an iron pin; 11) S82 -49-54W for 283.34 feet to a concrete monument; 12) N87 -48-22W for 890.86 feet to an iron pin; 13) N10 -49-30W for 90.77 feet to an iron pin; 14) N15 -43-12W for 63.26 feet to an iron pin; 15) N19 -05-48W for 98.42 feet to an iron pin; 16) N22 -19-34W for 98.61 feet to an iron pin; 17) N24 -53- 16W for 98.74 feet to an iron pin; 18) N27 -36-17W for 99.15 feet to an iron pin; 19) N28 -32-55W for 28.20 feet to an iron pin; 20) N29 -51-20W for 222.39 feet to an iron pin; 21) N30 -12-48W for 717.53 feet to an iron pin; 22) S68 -46-41W for 400.93 feet to an iron pin; 23) N31 -31-24W for 819.09 feet to an iron pin; 24) S82 -31-24W for 271.79 feet to an iron pin; 25) N85 -54-15W for 310.47 feet to an iron pin; 26) S86 -38-13W for 268.70 feet to an iron pin; 27) N31 -14-37W for 496.12 feet to an iron pin; 28) S54 -23-35W for 295.48 feet to an iron pin; 29) N58 -35-17W for 357.14 feet to an iron pin; 30) S66 -17-06W for 90.47 feet to an iron pin; 31) N40 -08-15W for 403.73 feet to an iron pin; 32) S60 -53-35W for 219.71 feet to an iron pin; 33) N64 -26-58W for 276.79 feet to an iron pin; 34) N53 -59-13W for 325.01 feet to an iron pin; 35) N35 -04-37W for 473.50 feet to an iron pin; 36) S64 -59-26W for 119.07 feet to an iron pin; 37) N61 -09-44W for 389.46 feet to an iron pin; 38) N71 -55-55W for 94.55 feet to an iron pin; 39) N51 -06-53W for 464.09 feet to an iron pin; 40) N77 -24-37W for 140.40 feet to an iron pin; 41) N42-43-OOW for 216.92 feet to an iron pin; 42) N43 -16-24W for 548.57 feet to an iron pin; 43) N29 -36-33W for 358.46 feet to an iron pin; 44) S72 -17-38W for 110.63 feet to an iron pin; 45) N08 -04-33W for 302.44 feet to an iron pin; 46) N13 -43-08W for 409.55 feet to an iron pin; 47) N18 -03-23W for 256.67 feet to an iron pin; 48) N53 -39-47W for 268.16 feet to an iron pin; 49) N62 -40-49W for 137.83 feet to an iron pin; 50) N46 -25-43E for 36.90 feet to an iron pin; 51) N41 -43-59W for 55.79 feet to an iron pin; 52) S80 -34-54W for 261.00 feet to a concrete monument on the west right of way line of NC Highway 87; thence along said west right of way line the following fifteen (15) courses to wit: 1) along the arc of a curve to the right having a radius of 3245.40 feet, an arc length of 1291.15 feet and being subtended by a chord bearing NO3-17-47W for 1282.65 feet to a concrete monument; 2) N05- 27 -55E for 383.19 feet to a concrete monument; 3) N05 -16-54E for 103.31 feet to a concrete monument; 4) N12 -47-57E for 1075.02 feet to a concrete monument; 5) N23 -25-54E for 496.57 feet to a concrete monument; 6) N27 -55-22E for 250.32 feet to a concrete monument; 7) N64 -30-12E for 155.71 feet to a concrete monument; 8) N89 -35-52E for 128.91 feet to a concrete monument; 9) N05 -20-03W for 59.83 feet to a concrete monument; 10) S87-42-51 W for 71.91 feet to a concrete monument; 11) N62 -21-05W for 126.98 feet to a concrete monument; 12) N23 -14-12E for 450.36 feet to a 7487874/8 -7- 0729 0468 BK: 00729 PG. -0468 concrete monument; 13) N27 -31-05E for 399.00 feet to a concrete monument; 14) N22 -28-33E for 1697.29 feet to a point; 15) along the arc of a curve to the left having a radius of 7865.97 feet, an arc length of 1595.30 feet and being subtended by a chord bearing N13 -56-15E for 1592.57 feet to the point of beginning. Containing 2,093.82 acres, more or less. 7487874/8 -8- Date Renee Gledhill-Earley State Historic Preservation Office 4617 Mail Service Center Raleigh, NC 27699-4617 RE: Section 106 Consultation for the Old Outfall 002 Capture and Treatment of Dry Weather Flow, Chemours Fayetteville Works, Bladen County, North Carolina Dear Ms. Gledhill-Earley, On February 25, 2019, the North Carolina Superior Court for Bladen County entered a Consent Order (CO) among The Chemours Company FC, LLC (Chemours) and the State of NC and Cape Fear River Watch to address discharges of perfluoroalkyl and polyfluoroalkyl substances (PFAS) at the Chemours Fayetteville Works. Among other things, the CO required Chemours to develop a remedial plan for reducing PFAS loading from Old Outfall 002 at the Site to the Cape Fear River. Pursuant to paragraph 12.e of the CO, Chemours is required to capture the base or normal stream flow at the location of Old Outfall 002 and treat the water prior to discharge into the Cape Fear River. An individual Section 404/401 permit is required for the Chemours Fayetteville Works project. Since a U.S. Army Corps of Engineers (USACE) permit under Section 404 of the Clean Waters Act will be obtained, Section 106 consultation is required. Please find attached the North Carolina State Historic Preservation Office Section 106 Project Review packet for your review and comment. In order to collect the base flow while allowing stormwater to bypass the system, a concrete weir and overflow structure along with an instream sump will be constructed to capture the base flow from the channel. Submersible pumps will be installed in the sump to transfer the water from the channel to a treatment plant constructed in the upland area to the north. A new road that will provide access to the treatment facility and to the weir will be constructed. The project area is approximately 5 acres. Proposed ground disturbance will consist of removing trees and other vegetation, and surface grading/leveling in the following areas: • The entire 3-acre temporary water treatment facility area (including the construction staging area) • Along the access driveway from Bill Hall Road (SR 1304) • Along the maintenance and construction haul road east of the 1-acre temporary water treatment facility area • Along the north bank of Old Outfall No. 2 where a concrete parking pad and pump station will be installed Placement of the effluent pipelines will be on the slope surface and any minimal vegetation removal will be needed to accommodate the pipeline alignment. Archival research of historic cartographic information, a field reconnaissance on February 25-27, 2019, and a site files search with your office (March 1, 2019) were conducted. Although no cultural resources investigations have been conducted on the proposed 5-acre project area, regional studies indicate that the probability for encountering intact prehistoric or historic archaeological sites on the steep slope above Old Outfall 002 is considered very low to none. On behalf of USACE, I have determined that this undertaking will have no effect on historic properties. In accordance with Section 306108 (formerly Section 106) of the National Historic Preservation Act and its implementing regulations, 36 CFR Part 800, USACE requests the North Carolina State Historic Preservation Officer’s (SHPO) concurrence with this determination. Thank you for your assistance in this matter and a prompt reply would be greatly appreciated. Please provide written comments to USACE within 30 days of receipt of this letter. If no written response is received within 30 calendar days, it will be assumed that your office concurs with the USACE’s finding of no historic properties affected. Sincerely, USACE Signature Block Attachment- Old Outfall 002 Section 106 Project Review Form Sensitive / Proprietary North Carolina State Historic Preservation Office Section 106 Project Review Project Name Old Outfall 002 Capture and Treatment of Dry Weather Flow, Chemours Fayetteville Works, Bladen County, North Carolina Project Address The Chemours Company Fayetteville Works, 22828 NC-87, Fayetteville, North Carolina 28306. The project will be constructed at a previously undeveloped portion of the property (approximately 3-acres) just west of Bill Hall Road (SR 1304), Adjacent to the William O. Huske Lock and Dam recreational area managed by the U.S. Army Corps of Engineers. Project Contact Information On behalf of Chemours Company FC, LLC: Susan L. Bupp Parsons 2102 Wilson Boulevard Suite 900 Arlington, VA 22201 571 842-6368 (office) 703 598-8492 (cell) Susan.bupp@parsons.com Project Description On February 25, 2019, the North Carolina Superior Court for Bladen County entered a Consent Order (CO) among The Chemours Company FC, LLC (Chemours) and the State of NC and Cape Fear River Watch to address discharges of perfluoroalkyl and polyfluoroalkyl substances (PFAS) at the Chemours Fayetteville Works (the Site). Among other things, the CO required Chemours to develop a remedial plan for reducing PFAS loading from Old Outfall 002 at the Site to the Cape Fear River. Pursuant to paragraph 12.e of the CO, Chemours is required to capture the base or normal stream flow at Location B (as shown in Attachment A of the CO) of Old Outfall 002 (see following site and project location maps) and treat the water prior to discharge into the Cape Fear River. The treatment system for water collected at Location B is required to meet discharge standards set by DEQ and in addition be at least 99% effective in controlling the indicator parameters (i.e., GenX (hexafluoropropylene oxide dimer acid [HFPO-DA]) and perfluoro-2-methoxyacetic acid (PFMOAA)). In order to collect the base flow while allowing stormwater to bypass the system, a concrete weir and overflow structure along with an instream sump will be constructed to capture the base flow from the channel at Location B. Submersible pumps will be installed in the sump to transfer the Sensitive / Proprietary water from Location B to a treatment plant constructed in the upland area to the north (see following detailed site plan). A new road that will provide access to the treatment facility and to the weir will be constructed. In order to allow for variations in the base flow, the capture system will be designed to capture and pump up to the base flow (500 to 1,000 gallons per minute [gpm]). The dam will be equipped with a spillway to allow flows greater than base flow (i.e., stormwater) to bypass the system and continue downstream. Parsons’ preliminary evaluation indicates that the treatment system for captured groundwater would consist of the following unit processes: Equalization (EQ); Chemical precipitation and settling; Filtration; PFAS adsorption (Granular Activated Carbon); Clear well; and Sludge holding and dewatering. An individual Section 404/401 permit is required for the Chemours Fayetteville Works project. Since a U.S. Army Corps of Engineers (USACE) permit under Section 404 of the Clean Waters Act will be obtained, Section 106 consultation is required. The proposed project area is 5 acres. Previous Investigations No cultural resources investigations have been conducted on the Chemours Fayetteville Works property in Bladen County, North Carolina. A Phase I archaeological survey and an architectural study were conducted on several federally owned parcels associated with the Cape Fear locks and dams, including the U.S. Army Corps of Engineers (USACE) recreational area (William O. Huske Lock and Dam) located east of the central portion of the Chemours Fayetteville Works boundary along Glengerry Road (Reed and Botwick 2002; Reed et al. 2003). The Phase I archaeological survey consisted of systematic shovel testing on a 11.7 acre area characterized as upland bluff and river terrace landforms. A low density prehistoric archaeological site (31BL149) was identified on the upland bluff south of the lock keeper’s residence (Reed and Botwick 2002). The site contained 33 artifacts; none were temporally diagnostic. As a result of previous construction and ground disturbance, a low artifact count, and lack of temporal diagnostics, the site was recommended as not eligible for the National Register of Historic Places (NRHP) and no further work was recommended (Reed and Botwick 2002: 44). The William O. Huske Lock and Dam (Cape Fear Lock and Dam 3) was constructed between 1934 and 1935. The lock and dam are made of concrete (Reed et al. 2003). Associated buildings and structures, also constructed in 1935, include the lockmaster residence, the pump house, tool house, hydrant house, garage, tide gage, and tower pedestals (Reed et al. 2003). Modern structures include a 1960s comfort station, picnic shelter, pre-fabricated hazardous materials building, a fuel storage tank, and a corrugated metal storage building. The William O. Huske Lock and Dam was recommended as eligible for listing on the NRHP under Criteria A and C (Reed et al. 2003). The North Carolina State Historic Preservation Office (SHPO) concurred with this recommendation on May 22, 2003 and further stated that the vista of the Cape Fear River from the lock and dam is a vital component of the site setting. Prehistoric Site Probability The proposed project area is located within and north of an intermittent drainage (lower reaches of Old Outfall No. 2) and west of Bill Hall Road. The potential work area is located on a south trending bluff slope above the Cape Fear River (approximately a 15- 20 percent slope) with elevations ranging from 40 feet to 100 feet above mean sea level. Sensitive / Proprietary Limited archaeological investigations have been conducted in Bladen and southern Cumberland counties (Environmental Resources Management [ERM] 2018; Knick 1990). Prehistoric archaeological sites recorded during these two investigations include small lithic and ceramic scatters associated with Archaic (Knick 1990) and Early, Middle, and Late Woodland (ERM 2018; Knick 1990) period occupations. These sites are located on several different types of landforms including along the bluff edges of the Cape Fear River (e.g., sites 31CD2093 and 31CD2096: ERM 2018), near drainage divides (e.g., sites 31CD2097, 31CD2098, and 31CD2119: ERM 2018) and upland areas which may or may not be associated with Carolina Bays (e.g., sites 31CD2094, 31CD2104 and 31CD2105: ERM 2018; site 31BL117: Knick 1990). Most of these sites represent limited occupations with little research potential (only sites 31CD2093 and 31CD2094 require additional evaluation); none have been determined to be eligible for listing on the National Register of Historic Places (NRHP) (ERM 2018; Knick 1990). To date, no prehistoric archaeological sites have been identified on the floodplain or bluff slopes along the Cape Fear River. Although the proposed project area is located adjacent to the Cape Fear River and north of a perennial stream, the area exhibits approximately a 15-20 percent slope and the probability for intact prehistoric archaeological sites with research potential to address NRHP eligibility criteria in the proposed project area is considered low to none. Historic Site Probability Review of historic cartographic maps and archival research was conducted to identify previous land use and provide an assessment of the types of historic archaeological sites that may be anticipated in the proposed project area. In 1938, five occupied residences, one vacant residence, and a business were located along Highway 87; no buildings or structures were identified between the residences along Highway 87 and the Cape Fear River with the exception of the U.S. Lock No. 3 at Tolar Landing (North Carolina State Highway and Public Works Commission 1938). The 1951 aerial photograph depicts the access road to U.S. Lock No. 3 at Tolar Landing and the lockkeeper’s residences and associated structures. An agricultural field or cleared area is located north of Tolar Landing on the floodplain of the Cape Fear River (Nationwide Environmental Title Research [NETR] 1951). The 1961 United States Geological Survey (USGS) Duart quadrangle depicts occupied residences along Highway 87, the access road and lockkeeper’s residences at Tolar Landing (USGS 1961). Dupont purchased the property parcels from several families in 1970 and the first manufacturing area was constructed in the early 1970s. The 1993 aerial photograph depicts the new access road (Glengerry and Bill Hall Roads) to the William O. Huske lock and dam (formerly called U.S. Lock No. 3 at Tolar Landing) (Google Earth 1993). The former access road is still evident but now located with the Fayetteville Works property boundary. Limited archaeological investigations have been conducted in Bladen and southern Cumberland counties (Environmental Resources Management [ERM] 2018; Knick 1990). Historic archaeological sites recorded during these two investigations include late 19th and early 20th century historic debris scatters. Historic artifacts observed included architectural (brick, nails) and domestic debris (glass, whiteware, ceramics, animal bone) (e.g., sites 31CD2097 and 31CD2115: ERM 2018; 31BL117: Knick 1990). These sites represent dispersed scatters with little research Sensitive / Proprietary potential; none have been determined to be eligible for listing on the National Register of Historic Places (NRHP) (ERM 2018; Knick 1990). During the site visit in February 2019, a short segment of a rusted and partially downed fence line was observed. The fence line extended between two trees on bluff edge on the south side of the perennial stream. The fence line segment was constructed of woven wire on the lower portion with a one-strand two-prong barbed wire line above. Based on the archival research and archaeological observation, no historic buildings or structures were located in potential work area the proposed project area; the area south of the perennial stream was fenced by local landowners, prior to the acquisition of the land for the Fayetteville Works. The probability for intact historic archaeological sites with research potential to address NRHP eligibility criteria in the proposed project area is considered low to none. Past Ground Disturbance Although historic aerial photography shows past ground disturbance related to agriculture and timber clearing in some areas of the Chemours Fayetteville Works property, no previous ground disturbance in the proposed project area is evident. Proposed Ground Disturbance Proposed ground disturbance will consist of removing trees and other vegetation, and surface grading/leveling in the following areas: • The entire 3-acre temporary water treatment facility area (including the construction staging area) • Along the access driveway from Bill Hall Road (SR 1304) • Along the maintenance and construction haul road east of the 1-acre temporary water treatment facility area • Along the north bank of Old Outfall No. 2 where the concrete parking pad and pump station will be installed Placement of the effluent pipelines will be on the slope surface and any minimal vegetation removal will be needed to accommodate the pipeline alignment. Sensitive / Proprietary Project Area Maps Site Location Map, Chemours Fayetteville Works, Fayetteville, North Carolina Sensitive / Proprietary Project Location Map, Old Outfall 002, Chemours Fayetteville Works Sensitive / Proprietary Civil Site Plan, Old Outfall 002, Chemours Fayetteville Works Sensitive / Proprietary Civil Facility Site Plan, Figure No. 1, Old Outfall 002, Chemours Fayetteville Works Sensitive / Proprietary Civil Control Structure, Figure No. 2, Old Outfall 002, Chemours Fayetteville Works Sensitive / Proprietary Civil Temporary Construction, Figure No. 3, Old Outfall 002, Chemours Fayetteville Works Sensitive / Proprietary Site Photographs Proposed Project Area, Location of Treatment Plant, Looking South and Downhill toward Old Outfall 002 Sensitive / Proprietary Proposed Project Area, Location of Capture Area Structure, Dam, and Influent Pumps, Looking East/Southeast Sensitive / Proprietary References Cited Environmental Resources Management (ERM) 2018 Phase I Archaeological Survey of the Atlantic Coast Pipeline Project: North Carolina Addendum Report 2. Prepared for Atlantic Coast Pipeline, Richmond, Virginia. Prepared by Environmental Resources Management, Duluth, Georgia. Google Earth 1993 Historic Aerial Photograph of the of the Chemours Fayetteville Works Area. February 18, 1993. Available on line at: https://www.google.com/earth. Knick, Stanley 1990 Archaeological Survey of the Proposed Site of a Wastewater Treatment Plant for Smithfield Foods, Inc., Tar Heel Vicinity, Bladen County, North Carolina. State Clearinghouse Number Ch 90-C-0000-0855. Prepared for the Bladen County Industrial Development Commission, Elizabethtown, North Carolina. Nationwide Environmental Title Research (NETR) 1951 Historic Aerial Photograph of the Chemours Fayetteville Works Area. Available on line https://www.historicaerials.com. Accessed February 25, 2019. North Carolina State Highway and Public Works Commission 1938 Bladen County, North Carolina. Prepared by the North Carolina State Highway and Public Works Commission in Cooperation with the Federal Works Agency Public Roads Administration. Available on line at: https://dc.lib.unc.edu/cdm/ref/collection/ncmaps/id/429. Accessed February 25, 2019. Reed, Mary Beth and Brad Botwick 2002 Phase I Archaeological Survey, Cape Fear Locks and Dams and Proposed New Fish Channel, Bladen County, North Carolina. Prepared for the U.S. Army Corps of Engineers, Wilmington District, North Carolina. Prepared by New South Associates, Stone Mountain, Georgia. Reed, Mary Beth, Jennifer B. Langdale, and Mark T. Swanson 2003 Documentation and Assessment: Cape Fear River Locks and Dams, Bladen County, North Carolina. Prepared for the U.S. . Army Corps of Engineers, Wilmington District, North Carolina. Prepared by New South Associates, Stone Mountain, Georgia. United State Geological Survey (USGS) 1961 Duart, North Carolina. 7.5 minute quadrangle. Available on line at Nationwide Environmental Title Research (NETR): https://www.historicaerials.com. Accessed February 25, 2019.