Stantec  Greensville County, Virginia  Zoning Map Amendment to Change Zoning from Agriculfurai District (A-1)to Natural Resources Overlay District (NROD) for the Skippers Quarry Expansion Parcels Owned by Vulcan Materials Company  July2024    Zoning Map Amendment to Change Zoning from Agricultural District (A-1)to Natural Resources Overlay District (NROD) for the Skippers Quarry Expansion.  Table of Contents  Attachment Tabs 1. Vicinity Map  2.2 Zoning Map Application Form 3. FigureINROD Area with Parcels 4. Wetland/Stream Impacts Map 5.Cultural Resource Desktop Assessment  6.N Noise Study 7.Traffic Impact Analysis  8.0 Conceptual Site Hydrogeologica. Model 9.S Sequential Response to Sections of Article 11- Natural Resource Overlay District (NROD)  10. Parcel Plats    Stantec Consulting Services Inc. 10988F Richardson! Road Ashland VA 23005-3502  Stantec June 28, 2024  Project/File: Vulcan Quarry Extension Zoning Amendment Mr. Linwood E. Pope Director of Planning County of Greensville 1781 Greensville County Circle Emporia, VA: 23847-0631 Dear Mr. Linwood E. Pope,  Reference: Submittal of Application for Zoning Map Amendment to Change Zoning from  Agricultural District (A-1) to Natural Resources Overlay District (NROD) on Parcels Owned by Vulcan Materials Company for the Skippers Quarry Expansion-Grensylle  County, Virginia  On behalf of Vulcan Materials Company (Vulcan), Stantec is submitting this Zoning Map Amendment application to change the zoning from Agricultural District (A-1) to Natural Resources Overlay District (NROD) for the Skippers Quarry Extension project in Greensville County, Virginia. By submitting this application and supporting documentation on this date, it is Vulcan's request that the review of these documents commence and that consideration of the NROD designation can be scheduled fori inclusion as an agenda item for public hearing and vote at the next available Greensville County Planning Commission Thel NROD is being proposed so that' Vulcan can activate adjacent land (Quarry Extension) to its active Skippers Quarry operation (Existing Quarry) that has produced construction aggregates since 1920. The Existing Quarry is located to the immediate east of the proposed NROD and State Route 650 (Quarry Road). Surface mining operations within the proposed NROD would be incorporated by amendment to the current Virginia Department of Energy (VDOE) Skippers Quarry Permit 05589AC and associated Mineral Approval of the NROD will allow" Vulcan to continue its investment to responsibly create and support jobs and economic development within the county, while utilizing a strategic natural resource located int the county. As is consistent with its current permit requirements and operational practices, Vulcan will continue tor responsibly mine, extract and process construction aggregates as demonstrated in more than 100 years A Wetland/stream Impacts Map, Cultural Resources Desktop. Assessment, a Traffic Impact Analysis for Quarry Road, a Noise Assessment, and Conceptual Site Hydrogeological Model for the extension have been completed and the reports are attached to this document. This application is being concurrently  meeting and Greensville County Board of Supervisors meeting.  Mining Plan (MMP).  of an operation thati is compatible, with adjacent land uses.  pursued along with other state and federal permits and approvals including: The mining permit amendment willl be submitted to the VDOE.  Design with community inr mind    June 28, 2024 Mr. Linwood E. Pope Page 2of3  Reference: Submittal ofA Application for Zoning Map Amendment to Change Zoning from Agricultural District (A-1)to! Natural Resources Overlay! District (NROD) on Parcels Owned! by Vulcan Materials Company for the Skippers Quarry Expansion- Greensville The. Joint Permit Application (JPA) to the U. S. Army Corps of Engineers (USACOE), Virginia Department of Environmental Quality (DEQ) Piedmont Regional Office (PRO) and the' Virginia Marine Resources Commission (VMRC) for permits related to proposed wetland ands stream Vulcan is actively working with the Virginia Department of Transportation (VDOT) on the design for the proposed Quarry Road signalized equipment crossing and Safe Crossing Plan. The crossing will be constructed within the SR650 ROW, between the Existing Quarry and the NROD Main Access Road. The final design and plan will be developed and implemented following concurrence Copies of these applications and final permits will be submitted to your office when they become available. As ar number of the specific items and information requested in Article 11 Natural Resource Overlay District (NROD)- of the Zoning Ordinance of Greensville County (Adopted November 17, 1992) have been addressed in the permit applications and traffic analysis referenced above, a sequential response to the sections within Article 11 for NROD has been compiled which willi include references to these documents. Vulcan requests az zoning amendment to change the: zoning on eight (8) parcels currently designated as Agricultural District (A-1)t to Natural Resources Overlay District (NROD). These parcels are located along Quarry Road, directly adjacent tot the Existing Vulcan Skippers Quarry in southwestern Greensville County (Map 1). The parcels in this request are owned/under control by' Vulcan or its subsidiaries. Al list of the parcels is in Table 1 below, and the parcel plat maps are attached. The total area oft the parcels to be included in thel NROD is 304.6 acres. Please note that the parcel acreages listed in Table 1 and the Zoning Amendment Change application came from the Greensville County Geographic Information System (GIS)  County, Virginia  impacts have also been submitted.  and approval from the VDOT and Greensville County.  The sequential response to the sections within Article 11 is attached.  database. TaxN Map /Parcel# GPIN 43-27 7358-00-2862 43-27A 7358-11-5284 43-28 7358-11-8768 43-29 7358-11-9941 44-12 7358-21-3256 43-12A 7358-12-5636 Total 1VMC: Vulcan Materials Company  Requested]  Election!  Proposed  Owner sos TIMBERI LLC soS TIMBERI LLC sos TIMBER LLC sos TIMBER LLC sos TIMBERL LLC Arlene Williams  Acreage Zoning Zoning Proffers District Existing Use Use 244.03 A-1 NROD Ownedb by VMC' 2 Agriculture Mining 2.85 A-1 NROD Owned by) VMC' 2 Agriculture Mining 0.72 A-1 NROD Owned by VMC' 2 Agriculture Mining 2.04 A-1 NROD Owned by VMC' 2 Agriculture Mining 6.85 A-1 NROD Owned by VMC' 2 Agriculture Mining  43-5-9 7357-29-0239 VULCANLANDSI INCI INDIRECT TAXC DEPT 15.9 A-1 NROD Owned by VMC' 2 Agriculture Mining 43-12 7358-12-3304 VULCANLANDS! INCI INDIRECT TAX DEPT 30.25 A-1 NROD Ownedb by VMC' 2 Agriculture Mining Thej justification for the request for a: zoning amendment to the NROD is the occurrence of economically- viable subsurface body of granitic rock on these parcels and' Vulcan's plan to continue safe and responsible mining and processing the granitic rocki into construction aggregates using the infrastructure andi facilities of Stantec trusts that the information provided in this Zoning Map Amendment request and the supporting documentation is complete. Ifyoul have questions regarding this application or require additional information  2.00 A-1 NROD 304.6  Yes  2 Agriculture Mining  the Existing Quarry.  or clarification. please feel free to contact us at 804-798-6525.  Design with communily inr mind    June 28, 2024 Mr. LinwoodE E.F Pope Page3of3  Reference: Submittal of Application for Zoning! Map Amendment to Change Zoning from Agricultural District (A-1)to Natural Resources Overlay District (NROD) on Parcels Owned! by' Vulcan! Materials Company for the Skippers Quarry Expansion- Greensville  County, Virginia  Earlier this month, Vulcan proactively informed its most immediate and surrounding neighbors (-136 unique property owners) about the Extension project and hosted a neighbor information open house on June 24. These communications are a continuation of outreach that began in late 2021. Vulcan will continue to make  its local team available andi is reachable via phone, email andt their website  ntps/ww.vucanskpetsquary.com,  Thank you in advance for your review and consideration.  Regards,  STANTEC CONSULTING SERVICES INC. Vince Alaimo Principal, Business Center Practice Leader Phone: (804),240-1352 viceaaimo@siantec.com Attachment 1. Vicinity Map 2. Zoning Map Application Form 3. Figurel NROD Area with Parcels 4. Wetland/stream Impacts Map 5. Cultural Resource Desktop Assessment . Noise Study 7. Traffic Impact Analysis 8. Conceptual Site Hydrogeological Model 10. Parcel Plats  9. Sequential Response to Sections ofA Article 11- Natural Resource Overlay District (NROD)  Design with communily inr mind    Mitchells Mill  Diarond rove  5,000 2,000 Feet (Atoriginald documentsizeo af8.5x11) 1:24,000 Stantec Proclocaton GrtensyleCcun Virginia Vuican Materials Company Skippers Quany Expansion Altachment A Tale Project Location Map  Study Area  FperyECLmEXaXGO 203402215  Notes 1.Coordnates System: NAD: 19835 StatePlaneV Vrginias South FIPS4502F 2,Dstas Sources: Greensvile County GIS, US. CensusB Bureau 3.T Topographlem mapol USGS 7,5Minutes SeriesT Topographlc Map, Skippers, VAQuadrange2000 whichn omisslonsv maybe  Pagefofi aryerrors afthe data,  Discaimer. Thisd documenthas beeng preparedbasedo oni informationg providedbye cthersa asc citedin intheN Notess section. Stantechasn notverifedthes accuracy and'or ompleteness oftis informafona endshaln notber responsitlef fora  asaresuLs Stanteca nore responsibltyford datas supgliedine elecsoni format, andthere reciplenta accepts MresponsbFiyk forv verilyjingthe sccuracy ande    COUNTYOP  GREENSVILLE VIROINIAT ..Grouing Towardsi New Horlzons ZONINGMAP AMENDMENT  Filel:  Owner Name: Vulcan Materials Company Physical Address: 1459 Quarry Road, Skippers, VA: 23879 Mailing Address: Telephone: Denise Hallet (704) 560-5304 Taxl Map/Parcel Number(s) 1. See altached. 2.  Agent/Applicant (ifdiffèrent from owner)  Acreage(s) Election! Districl(s)  Generall Location: Adjacent to 1459 Quarry Road, Skippers, VA 23879  Current Zoning/Proflers I. See attached. 2. See attached. Existing Use 2.  Requested Zoning/Proflers Proposed Use  Y/N Y/N  Y/N Y/N  YOUMUST, ATTACH: SURVEY PLAT OF PROPERTY ORI LEGALI DESCRIPTION FROM DEED. YOUMAYI INCLUDESCHEMATIC DRAWINGS OF PROPOSAL. Description ofl Request: Request Zoning Map Amendment from A-1 Agricultural Districtt to! Natural Resource Overlay District on 8 parcels owned by Vulcan.  Total Acreage is 304.6 acres.  Justification: Vulcan currently has a quarry on the adjacent parcel across Quarry Road and all available infrastructure. There is an economicalyviable. subsurface body ofg granitic igneous rock at the proposéd acreage that cant be mined to produce construction aggregates. Thef foregoing information' is complete and cortect to the! best of my knowledge. acknowledge that representatives of Greensville County mayi inspect the property: subject tot this application and  my permission to do soi is hereby given.  Signature Received by:. Planning Commission Action: Board of Supervisors Action:  Date  (Agenis must provide written documentation ofa authority)  Date:    Tax Map Parcel# GPIN 43-27 7358-00-2862 43-27A 7358-11-5284 43-28 7358-11-8768 43-29 7358-11-9941 44-12 7358-21-3256 43-12A 7358-12-5636 Total 1VMC: Vulcan Materials Company  Requested  Election  Proposed  Owner sOS TIMBERLLC SOS TIMBERL LLC soOS TIMBERLLC sOS TIMBERI LLC sOs TIMBERLLC Arlene Williams  Acreage_ Zoning Zoning  Proffers District Existing Use Use  244.03 A-1 NROD Owned by VMC' 2 Agriculture Mining 2.85 A-1 NROD Owned by VMC' 2 Agriculture Mining 0.72 A-1 NROD Owned by VMC' 2 Agriculture Mining 2.04 A-1 NROD Owned by VMC' 2 Agriculture Mining 6.85 A-1 NROD Owned by) VMC' 2 Agriculture Mining  43-5-9 7357-29-0239 VULCAN LANDS INCI INDIRECT TAXI DEPT 15.9 A-1 NROD Owned by VMC' 2 Agriculture Mining 43-12 7358-12-3304 VULCAN LANDS INCI INDIRECT TAX DEPT 30.25 A-1 NROD Owned by VMC' 2 Agriculture Mining  2.00 A-1 NROD 304.6  Yes  2 Agriculture Mining      DRAFT  TRUSTPATEON 2915 43-12A 43-12] 3-28  Property Ownership Map  5s Std/Ares ParceiNumber  43-27  43-27A  ELNDAC  Stantec    Stantec    Stantec  Stantec Consulting Services Inc. 5209 Center Street, Williamsburg' VA 23188-2680  September 12, 2023 File: 203402218  Attention: Mr. Demitri Hatzi Area Operations Manager Vulcan Construction Materials, LLC 9210A Arboretum Parkway Suite 260 North Chesterfield VA: 23236  Reference: AI Desktop Assessment of the Proposed Skippers Quarry Expansion in Greensville  County, Virginia  Dear Mr. Hatzi,  InJuly of 2023, Stantec Consulting Services Inc. (Stantec) conducted a cultural resources desktop assessment of approximately 317.33 acres associated with the proposed Skippers Quarry Expansion project (Project) in Greensville County, Virginia. The Study Area, defined as the entire approximately 317.33-acre parcel, is adjacent to the west side of Quarry Road (Route 650). Grove Road (Route 621) is situated toi the south of the Study Area; however, privately owned parcels lie between the road and the Study Area. Private land also surround the Study Area to the north, west, and southwest (Attachment A). For planning purposes, a desktop assessment will allow the Client to quickly review the nature and scope of potential cultural resources issues associated with the project. If additional cultural resource studies are required for compliance with local, state, and federal laws and regulations, al Phase I identification survey may be requested by regulating agencies. The cultural resources desktop review described herein was conducted in reference to the National Historic Preservation Act of 1966 NHPA-PL89-665), as amended, the Archaeological and Historic Preservation Act of1 1974, Executive Order 11593, and relevant sections of 36 CFR 60 and 36 CFR 800. The cultural resources desktop review took into consideration federal (Secretary of the Interior's Standards and Guidelines for Archaeology and Historic Preservation [United States Department of the Interior (USDI) 1983]) and state (Guidelines for Conducting Historic Resources Investigations in Virginia [Virginia Department of Historic Resources (DHR)20171) guidelines for preparing  The work was conducted on behalf of Vulcan Construction Materials, LLC (Client).  cultural resources reports. ENVIRONMENTAL CONTEXT TOPOGRAPHY AND GEOLOGY  The 317.33-acre Study Area is located in the far western portion oft the Coastal Plain Physiographic Province, just east of the fall line. The Coastal Plain province is generally characterized by lowlands, with some elevated areas present, which are deeply dissected by drainages that trend mostly to the southeast,  Designy with communilyin mind    September 12, 2023 Mr. Demiti Hatzi Page20f15  Reference: ADesktop Assessment oft thel Proposed Skippers Quarry Expansion in Greensville County, Virginia  towards the Atlantic Ocean (Teifke 1973). In general, this region is dominated by broad, minimally sloping landforms with overall flat topography. Historically, the land encompassing the Study Area appears to have been used for agricultural purposes, but soil depletion and the presence of hydric soils likely resulted in the transition tot timber harvesting. Elevation within the Study Area ranges from approximately 107 to 174 feet The pre-Holocene geology oft the Virginia Coastal Plain consists of igneous and metamorphic rocks of Precambrian and Paleozoic age overlain by as series of sedimentary deposits dating to the Cretaceous period. Geologists have divided the Cretaceous through Quaternary sedimentary deposits intot five categories: Lower Cretaceous, Upper Cretaceous, Paleocene, Eocene, and Miocene (Teifke 1973). Beginning as early as the Late Cretaceous, a cycle of transgression and regression related to glacial activities and consequent sea level fluctuation is responsible for thet formation of these sedimentary layers int the Coastal Plain. These layers have been named the Mattaponi (Upper CretaceousPaleocene, Nanjemoy (Eocene), Calvert Eocene/Miocene), and' Yorktown (Miocene) formations (Teike 1973:10-11). The Quaternary has been characterized by the continued deposition of clays, silts, sands, gravels, and peat bogs. The Late Pleistocene-Holocene geology oft the Virginia Coastal Plain has mostly been characterized by marine transgression onto the land, filling what is today known as the Chesapeake Bay. Sedimentary systems affecting the area include fluvial and marine-estuarine depositional systems. Fluvial forces included overbank flow and stream meander resulting in alluvial deposition. Marine-estuarine soil deposition occurs during hurricanes, tidal floods, and longshore currents (Onuschak 1973:111-124).  above mean sea level (amsl).  HYDROLOGY  The Study Area is drained by Fontaine/Fountain Creek tot the east and its tributary, Cattail Creek, to the south. Fontaine/Fountain Creek flows into the Meherrin River, which in turn flows into the Chowan River. The Chowan River flows into the Albemarle Sound before emptying into Pamlico Sound, and thence to the  Atlantic Ocean. SOILS  The soils within the Study Area are poorly drained tor moderately well and well drained and range from Oto 15 percent slope. Several different types are present, but the dominant soils are Woodington fine sandy loam and Slagle fine sandy loam. Table 1 presents the soil types found within the Study Area and serves as  ak key to Attachment B.  Design with communilyinmind    September 12, 2023 Mr. Demitik Hatzi Page30f15  Reference: ADesktop Assessment oft the Proposed Skippers Quarry! Expansion in Greensville County, Virginia  Table 1 Key to the Soils Map  Symbol 12B 17B 17C 20B 25B 31A 33A 40A 10B3 10C3 W  Map Unit Name  %S Slope 2-6 2-7 7-15 2-7 2-6 0-2 0-3 0-2 2-6 6-12 2-7  Drainage Description Well drained Well drained Well drained Moderately well drained Moderately well drained Poorly drained Moderately well drained Poorly drained Moderately well drained Moderately well drained Moderately well drained  Emporia loamy fine sand Fluvanna-Mattaponi complex Fluvanna-Mattaponi complex Helena gravelly coarse sandy loam Mattaponi sandy loam, Roanoke loam, Oto2 2 percent slopes, frequently flooded Slagle fine sandy loam Woodington fine sandy loam Craven clay loam Craven clayl loam Water  NATURAL RESOURCES  Floral and faunal communities in southeastern Virginia have changed considerably over the past 10,000 years. This environmental change was linked to the warming trend that caused glaciers to melt and sea levels to rise. By the Early Holocene, beech, hemlock, and birch were the dominant species, and thet former pine spruce forests of the Late Pleistocene became less common. In general, a mixed hardwood forest dominated the Mid-Holocene and included hazelnut, alder, maple, black gum, beech, ash, and walnut (Dent 1995:86). Stands of oak and hickory were also common during this period, and hickory nuts appear to have been a significant element of the diet of Mid-Holocene occupants oft the Coastal Plain (Whyte 1990:126). After 5,000 years ago, the climate of the Chesapeake Bay region became increasingly drier, and white oak continued tol bet the dominate forest species, with pine becoming increasingly more common. Additionally, legumes and arrowwood joined elderberry and blueberry as significant understory species. By approximately 1,700 years ago, the region became wetter and cooler, and mixed hardwood vegetation combined with an increase in pine, particularly in the lower Tidewater area, dominated the regional flora Wetland environs have also undergone considerable change over time as sea level fluctuations have created, destroyed, and recreated new estuaries and tidal flats. Cypress and white cedar were the most common trees in the wetland areas of the region during the prehistoric period, a trend that has continued into the present. While cordgrasses were prominent in estuarine areas, sedges and other grasses dominated freshwater wetlands. These grasses would have played an essential role in the lives of the  (Dent 1995:86-88).  region's indigenous population (Dent 1995:91-92).  Design with communily inr mind    September 12, 2023 Mr. Demitil Hatzi Page 4of15  Reference: ADesktop Assessment oft the Proposed Skippers Quarry Expansion in Greensville County, Virginia  The unique freshwaterfsalwater. environment found in the local estuary system has served to create a wide degree of faunal diversity in the region. By approximately: 2,000 to 3,000 years ago, human populations would have enjoyed an ecosystem similar to that of today. A wide variety of fish and shellfish species coupled with numerous avian species would have allowed prehistoric inhabitants oft the area to exploit an abundant food base. Likewise, the cultivation of plants such as corn, beans, and squash, and the hunting of mammalian species would have completed ai tremendously diverse diet. Oysters, crabs, fresh and saltwater clams, shrimp, mussels, bass, flounder, shad, herring, snapper, sturgeon, and bluefish were among the important riverine and estuary fauna of the tidewater areat that native inhabitants of the region would have  exploited (Dent 1995; Stevens 1991). RESEARCH DESIGN OBJECTIVES  The desktop review was intended to provide information on previously identified cultural resources located within the bounds of the Study Area and within a 1-mile radius of the Study Area. While a desktop assessment report will not satisfy federal, state, or county regulatory requirements for al Phaselcultural resources identification survey, it does allow the client to quickly review the nature and scope ofp potential cultural resource issues associated with a specific Study Area. Within the review process for Section 106 of the NHPA, al Phase I level cultural resources identification survey' would be required to formally identify any  unrecorded resources located within the Study Area.  ARCHIVAL RESEARCH  Documentary research was conducted via the DHR's Virginia Cultural Resources Information System (V- CRIS) files for archaeological sites and historic structures. These files were examined, andi information was retrieved on all sites or structures located within the Study Area. Information was also retrieved for cultural  resources located within a 1-mile radius of the Study Area. HISTORIC MAP AND AERIAL IMAGE REVIEW  Historic maps and available aerial photographs were reviewed as part of the background research conducted for the cultural resource assessment. Online map repositories, including the Library of Congress, the United States Geological Survey (USGS) Historical Topographic Map Explorer, the online David Rumsey Map Collection hosted by Cartography Associates, Google Earth and state and county maps of Virginia compiled online at www.mapgeeks.org were examined to identify historic maps which depict the Study Area. The details and observations from this review are summarized in Tables 2 and3.  Design with communilyinmind    September 12, 2023 Mr. Demitih Hatzi Page 50f15  Reference: ADesktop Assessment ofthe Proposed Skippers Quarry Expansioni in Greensville County, Virginia  Table 2 Summary of Observations for Historic Maps  Figure Year 1 1864 2 1865  Observations, Property and Adjoining Sites  This map shows houses with landowner/esident: names and cleared landi int the vicinity of the Study Area; however, the Study Area itself appears to be primarily wooded. Ita also shows detail about ther roadways, waterways, and al localr mill. The project area is oriented with a bendi int the Fountain Creek (Fontaine Creek), and north of Cattail Creek. Itis possible thata a small creek used This map depicts railways near the Study Area as well as a church tot the south that may! be the current Diamond Grove Church (DHR# 040-0027) on Route 621. No detail is provided for the  tor run through the Study Area. Study Area.  Table 3 Summary of Observations for USGS Topographic Maps and Aerial Images  Figure Year/Quad  Scale  Observations, Property and Adjoining Sites  This is the firstr map on which the Quarry near the Study Areai is depicted, at the time known as Hitchcock Quarry. The church to the south oft the Study Areai is shown as Pine Grove Church, which again may be the 1:62500, current Diamond Grove Church (DHR# 040-0027). Dwellings are depicted in the widerr region, primarily along roadways. Three are shown within the Study Area, one along the rail liner near the northern end and two along a The map: shows roads, houses, topography, and waterways in the Study Area vicinity. Hitchcock Quarry and Pine Grove Church are still being depicted. Thet three structures showny within the Study Areai in the 1:62500, preceding map are still depicted as well, in addition to another secondary road. While there are many buildings shown on this map, the area still appears rather rural, andt ther number of buildings has not grown since the 1919r map. The Study Areai is shown as primarily wooded with only small areas of cleared land, mainly in the northern portion. This is the first USGS map oft the area to depict Interstate 951 to the east of 1:125,000 the Quarry. The Quarry on this mapi is unnamed, and the map also depicts an unnamed church and a school tot the south of the Study Area. The Study Area itself appears less wooded than inj prior maps.  1919 3 Emporia, VA  secondary road int the southeast portion.  4 1942 Emporia, VA  5 1953 Norfolk, VA  Design with community inr mind    September 12, 2023 Mr. Demitil Hatzi Page6 6of15  Reference: ADesktop Assessment oft the Proposed Skippers Quarry Expansioni in Greensville County, Virginia  North; Not to Scale  Dayyins Tavil  Tord  Wyble  Maraes  Mo  Study Area Vicinity  RNEA  Rohtiira  Figure 1 Detail of Map of Greensville. Depicting the Study Area Vicinity (Campbell 1864;  Library of Congress Geography and Map Division).  Design witho community! in mind    September 12, 2023 Mr. Demitih Hatzi Page7of15  Reference: ADesktop Assessment ofthe Proposed Skippers Quarry! Expansion in Greensville County, Virginia  North; Nott to Scale  Weslyl Cr/ Ca  Dn Bread ocky Study Area Vicinity  Hicksford Bellield  2  ford incliol  Dup  Cattail  Pléasanto fil  Gastona  Figure 2 Detail of Southern Virginia and northern North Carolina. Depicting the Study Area Vicinity (Lindenkohl 1865; Library of Congress Geography and Map Division).  Design with communityi inr mind    September 12, 2023 Mr. Demiti Hatzi Page 80f15  Reference: ADesktop Assessment ofthe Proposed Skippers Quarry Expansioni in Greensville County, Virginia  North; Not to Scale  tt  Study Area Vicinity  54  .Pine Grove Church  Figure 3 Detail of the USGS 1919 Emporia, VA Topographic Map Depicting the Study Area in Red (USGS 1919; Atps/lvingatasarcsaralscomtoppepoexploretrindex.htm, Accessed  2023).  Design with community in mind    September 12, 2023 Mr. DemitriHatzi Page 90f15  Reference: ADesktop Assessment oft the Proposed Skippers Quarry Expansioni in Greensville County, Virginia  North; Not to Scale  73  itchcock Du Study Area Vicinity n5  191  MossMill  '50  Pine Grové Church  114  178  137  Figure 4 Detail of the USGS 1942 Emporia, VA Topographic Map Depicting the Study Area in Red (USGS 1942; ntps/llvingatasaris.comtopesploexplorerindex.htm),  Dalowhcommatyhmiad    September 12, 2023 Mr. Demitril Halzi Page 10of15  Reference: ADesktop Assessment ofthe Proposed Skippers Quarry Expansioni in Greensville County, Virginia  North; Nott to Scale  Study Area Vicinity  Quarry  Lurners  Figure 5 Detail of USGS 1953 Norfolk, VA Topographic Map Depicting the Study Area in Red (USGS 1953; htps:/livingatia.arcgis.com/topoexplorer/ndex.htmi).  Design with communilyinmind    September 12, 2023 Mr. Demitih Hatzi Page 11of15  Reference: ADesktop Assessment oft thel Proposed Skippers Quarry Expansioni in Greensville County, Virginia  ARCHAEOLOGICAL SITES  No previously identified archaeological sites are located within the Study Area. A total of 23 previously identified archaeological sites are located within a 1-mile radius of the Study Area (Table 4; Attachment C). Oft the 231 total sites, 14 are Native American, three are historic, and six are mult-component. None of the Table 4 Previously Identified Archaeological Sites within a 1-Mile Radius of the Study  23 sites have been formally evaluated for potential NRHP eligibility byt the DHR.  Area Resource 44GV0006 44GV0113 44GV0114 44GV0115 44GV0133 44GV0134 44GV0135 44GV0136 44GV0137 44GV0156 44GV0157 44GV0158 44GV0164 44GV0167 44GV0172 44GV0185 44GV0186 44GV0187 44GV0188 44GV0189 44GV0190 44GV0195 44GV0197  Resource Type Not Listed Camp Camp Single Dwelling; Not Listed Camp Camp Camp Single Dwelling; Other Camp Not Listed; Single Dwelling Camp Notl Listed Camp Camp Camp Base; Other Single Dwelling Camp Camp Other Camp Other Camp; Other Camp  Association Woodland Archaic Late Archaic Historic Unknown; Late Archaic Middle Archaic; Woodland Early Archaic Pre-Contact Not Listed Early Archaic Late Archaic; Historic Unknown Not! Listed Pre-Contact Pre-Contact Pre-Contact Late Archaic; Middle tol Late Woodland: Colony to Nation 19th-20th Century Pre-Contact Late. Archaic 19h-20th Century Pre-Contact 19th-20th Century Pre-Contact; 18h-19th Century Pre-Contact  Reference  NotE Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated  Designy with communilyi inr mind    September 12, 2023 Mr. Demitri Hatzi Page 12of15  Reference: ADesktop Assessment oft thel Proposed Skippers Quarry Expansioni in Greensville County, Virginia  ARCHITECTURAL RESOURCES  One previously identified architectural resource (DHR #040-0032) is located within the Study Area. Eight additional previously identified architectural resources are located within a 1-mile radius of the Study Area (Table 5; Attachment D). These resources primarily represent houses ranging in date from c.1880 to C. 1920. Other resources include one bridge, as school, and a church. One resource (DHR # 040-5021) has been determined to be not eligible for NRHP inclusion. The remaining eight resources have not been Table 5 Previously Recorded Architectural Resources within a 1-Mile Radius of the Study  formally evaluated for potential NRHP eligibility.  Area Resource  Resource Type  Association C.1 1880 C.1890 Not Listed C.1 1920 C. 1900 C.1890 C.1 1900 C. 1900 1939  NRHP Status Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated NotE Eligible  040-0025 House, Route 621 040-0026 House, Route 621 040-0027 Diamond Grove Church, Route 621 040-0028 School, Route 621 &6 650 040-0029 House, Route 650 040-0030 House, Route 650 040-0031 Hicks House, Route 679 040-0032 House, Route 679 040-5021 Bridge #6 6034, Route 629 Highlighted Resources are within the Study Area  CONCLUSIONS  Desktop assessment of the proposed Project identified no previously recorded archaeological sites and one architectural resource within the Study Area. Twenty-three previously identified archaeological sites and eight additional previously identified architectural resources are located within a 1-mile radius of the Study Area. Thirteen oft the twenty-three archaeological sites are Native American or contain Native American components. These sites were primarily camps. While many were of indeterminate temporal affiliation, numerous Native American sites had Archaic and Woodland period components are present in the area, with Archaic being the most common period of occupation. Many of these sites are located along Fontaine Creek and it's unnamed tributaries as well as near the heads of the unnamed tributaries. However, several are: situated on terraces further inland, fori instance between Cattail Creel and the head of a drainage associated with an unnamed branch of Fountain/Fontaine Creek. The presence of Native American resources in the immediate vicinity oft the Study Area, including what have been identified as camps, suggests that Native American occupation may have occurred more widely throughout the region, including within the Study Area. The region appears to have been attractive to Native Americans at least for short-  Design with communilyinmind    September 12, 2023 Mr. Demitil Hatzi Page 130f15  Reference: ADesktop Assessment oft the Proposed Skippers Quarry Expansioni in Greensville County, Virginia  term occupation and possibly for longer-term settlement. The area appears to have been suitable for habitation as well as resource procurement and likely a wide range of other activities. As such it appears. likely that the Study Areai may retain al high probability for thei identification of further evidence of Native Only eight oft the 23 previously identified archaeological sites in the Study Area vicinity are historic or contain historic components. These sites include single dwellings and sites ofi indeterminate function and while several are ofi indeterminate temporal affiliation, others range in date from the eighteenth tot the twentieth century. In addition to these archaeological sites, architectural resources are present in the Study Area vicinity, including late nineteenth through early twentieth century houses as well as a church, a school, and al bridge. Oft these, one previously recorded turn of thet twentieth century dwelling is located within the Study Area. The presence of this resource interior to the Study Area as well as evidence of additional structures from as similar time period within the Study Area on historic topographic maps that archaeological deposits associated with late nineteenth to early twentieth century domestic occupation may be present The desktop review described herein is intended to provide al brief overview of the Study Area's environmental context as well as any known archaeological sites or architectural resources within the Study Area for planning purposes only. Within al local, state, or federal regulatory review process, al Phase I level cultural resources identification survey would likely be required tof formally identify any unrecorded Ifyoul have any questions or need additional information, please do not hesitate to contact me at (757): 220-  American land use from the pre-Contact period through the Archaic period.  within the Study Area.  resources located within the Study Area. 6869 or omstean@saneccom  Regards, ASht Brynn Stewart Senior Principal Investigator Stantec Consulting Services Inc. CC. Mr. Jim Orrell, Stantec Attachments: Attachment. A- Project Location  Attachment B- Soils Map  Attachment C-F Previously Identified Archaeological Sites within a1 1-Mile Radius of the Study Area Attachment D-F Previously Identified Architectural Resources within a 1-Mile Radius oft the Study Area  Design with communilyinmind    September 12, 2023 Mr. Demitil Hatzi Page 140f15  Reference: ADesktop Assessment oft thel Proposed Skippers Quarry Expansioni in Greensville County, Virginia  REFERENCES Campbell, Albert H.  1864 Map of Greensville. [1864] Map. Library of Congress Geography and Map Division. htps/ww.loc.govresouregynsolyns0084/r-029205.55,0479.0292,0  College of William and Mary Department of Geology 2011 Piedmont Province. Available from:  tp:/web.wm.edulgedugeologymignaprowneespedmonvpiedmont.ntm. Accessed. August 2022.  Dent, Richard J., Jr.  1995 Chesapeake Prehistory: Old Traditions, New Directions. Plenum Press, New' York.  Krebs, Charles G., A. Lindenkohl. A., and H. Linenkohl  1865 Southern Virginia and Northern North Carolina. [1865] Map. Library of Congress Geography  and Map Division. Onuschak, Emil, Jr.  1973 Peisiocene-Holocene Environmental Geology. In Geologic Studies, Coastal Plain of Virginia, Bulletin 83 (Part 3), pp. 107-149. Virginia Division of Mineral Resources. Commonwealth of  Virginia, Department of Purchases and Supply, Richmond.  Stevens, J. Sanderson  1991 AS Story of Plants, Fire, and People: The Paleoecology and Subsistence of thel Late Archaic and Early Woodland in' Virginia. In Late, Archaic and Early Woodland Research in Virginia: A Synopsis, edited by Theodore R. Reinhart and Mary Ellen N. Hodges, pp. 185-220. Council of Virginia Archaeologists and the Archaeological Society of Virginia. Thel Dietz Press, Richmond.  Teifke, Robert H.  1973 Stratigraphic Units oft the Lower Cretaceous through Miocene Series. In Geologic Studies, Coastal Plain of Virginia, Bulletin 83 (Parts 1 and 2), pp. 5-78. Virginia Division of Mineral Resources. Commonwealth of Virginia, Department of Purchases and Supply, Richmond.  United States Department of the Interior (USDI) United States Geographic Survey (USGS) 1919 Emporia, Virginia 1:62,500 Quadrangle. 1942 Emporia, Virginia 1:62,500 Quadrangle.  1983 Secretary of the Interior's Standards and Guidelines for Archaeologica and Historic Preservation.  DAgwhcommaynmnd    September 12, 2023 Mr. Demitil Hatzi Page 150f15  Reference: ADesktop Assessment oft the Proposed Skippers Quarry Expansioni in Greensville County, Virginia  1953 Norfolk, Virginia 1:125,000 Quadrangle. Virginia Department of Environmental Quality (DEQ) n.d. Physiographic Provinces of Virginia. Availablei from:  tp/ww.desialeval us/Programs/WaterMatersuppyMaterQuanty/grounwalerProlectionst eringCommiteelPhysotachcPownesolViginaaspk, Accessed. July 2023  Virginia Department of Historic Resources (DHR)  2017 Guidelines for Conducting Historic Resources Survey in Virginia.  2023 V-CRIS Site Files. Web Soil Survey  2016 Natural Resources Conservation Service, United States Department of Agriculture. Soil Series htplsolsusdagowiolsichcalcisicateonscieindexmm, Accessed 2023.  Classification Database. Available from:  Whyte, Thomas R.  1990 Al Review of Evidence of Human Subsistence During the Early and Middle Archaic Periods in Virginia. In Early and Middle. Archaic Research in Virginia: A Synthesis, edited by Theodore R. Reinhart and Mary Ellen N. Hodges, pp. 119-131. Council of Virginia Archaeologists and the  Archaeological Society of Virginia. The Dietz Press, Richmond.  DAlowihcommaNynmnd    Mitchells Mill  Diatnond Groye Ca  1,000 2,000 Feet (Atoriginald doumentalkedfes4t) 1:24,000 Stantec Prjeciocaton GreensCeurky Virgnia Cherlfrget Vulcan! Materials Company Skippers Quarry Expansion Altachment, A Tde Project Location Map  Study Area  Notes 1.Coordinates System NAD1 19835 StatePlane Vigihnias South FIPS 4502Feet 2.Dalas Sources: Greensvle CountyGIs, US. CensusE Bureau 3,Topographien mapol USGS7 7,5Mnute SeriesT Topographle Map, Slippers, VAQuadrange2 2000 oromissionsy which maybeir incorporatedheren: asaresult. Stantec  Pagaiofi fora anye  Disciaimer: Thisd documenthast beenp preparedb basedo onk Informationp providedbyo others asc citedinthe secfon. Stantech hasnotverifedt the accuracy and'orc completeness.o ofthisi informationa andshalnotben  ford datas suppiedineiectonlef format, ndthera accepts Mresponsallyk forverifyingthea accuracya ande completeness ofthed data.    Map Unit Symbol  Description  12B Emporial loamy fines sand, 2to 6p percent slopes 17B Fluvanna-I Mattaponic complex, 2to7p percent slopes 17C Fluvanna- Mattaponi complex, 7to1 15p percent slopes 20B Helena gravelly coarse sandyl loam, 2to7p percent slopes 25B Mattaponis sandy! loam, 2t06p percent slopes 31A Roanoke loam, Oto2 2p percent slopes, frequentlyf flooded 33A Slaglefi fines sandyl loam, Oto3 3 percents slopes 40A Woodingtonf fines sandy loam, Oto2p percent slopes 10B3 Craven clayl loam, 2t06 6 percents slopes, severely eroded 10C3 Craven dlayl loam, 6to1 12p percents slopes, severelye eroded  W Water  25B  40A 33A  10B3  5B 17C  17G 33A 12B,  25B  10C3  33A  47G  12B  31A  40A 17C -  3A 20B 3A12B 17C 33A 40A  Study Area Soils  800 Feet (Atoriginald documentsized of8.5x11) 1.9,600 Stantec ProecLocason Greensvilec County. Virginia ClenlProjec: VulcanN Materials Company Skippers Quarry Expansion Attachment B Tdle Soils Map  PreparedbyECL  Notes 1.Coordinate System: NAD 19835 StatePlane Vrginias SouthF FIPS 4502Feet 2.Data Sources: Greensvilleo CountyGIS, US. CensusE Bureau, USDAN NRCS SSURGOS Sol Survey, VGIN OViginiaG Geographick Information Network (VGIN) Disclaimer:T Thisd whichr maybeir Ihcorporatedhereha s result. Stanteca assumesr  Pagei 1oft foranyerrors  beenprepared oninformationg provided others ascitedint thel Notes section. Stantechasn noty verifedthe and'orc completeness ofthisi informationa andshallr notber  ford datas  electronicf format, andtherecipient: accepts Mresponsibilty forverifyngthe accuracya ande completeness ofthed data.    Attachmentc  Archaeologicalsines ofthes Study Area  E4GV0169 4GV0186  44GV0197  Arhasologicaista  A4GV0114 (4GV0137 44GV G4GV0158 4GV0135 EGV0167  Stantec    Pieviouslyldentiflad/ Resourcesy withinal -MieR Radius ofthe SdyArea  Sadyhss  040-0025  Stantec    Skippers Quarry Expansion Baseline Sound Study  Stantec Prepared for: Vulcan Materials Corporation Quarry Road Emporia, Virginia Prepared by:  Stantec Consulting Services Inc.  Project No: 203402218 April 17, 2024  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY Table of Contents ABBREVIATIONS EXECUTIVE SUMMARY 1.0 PROJECT DESCRIPTION, 2.0 SOUNDTERMINOLOGY 3.0 REGULATORY ENVIRONMENT 3.1 MAXIMUM SOUND PRESSURE LEVELS 3.2 IMMEDIATE THREATS TO HEALTH AND WELFARE. 4.0 SENSITIVE RECEPTOR LOCATIONS 5.0 METHODOLOGY. 5.1 AMBIENT SOUND MEASUREMENTS, 5.1.1 5.1.2 5.1.3  2 2 2 3 3 3 4 5 5  Site Expansion Area 1. Site Expansion Area 2.. Site Current Operation 1.  6.0 AMBIENT SOUND LEVEL MEASUREMENT RESULTS.  7.0 EXPANSION EXPECTATIONS. 7.1 SOUND MITIGATION MEASURES. 8.0 CONCLUSIONS. FIGURES APPENDICES  Figure 1- Project Site! Layout and Sound Monitoring Locations  Appendix A - Sound Level Data  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY Abbreviations  dB dB(A) or dBA dB(C) or dBC Hz LegorLavg Le L16 Lmax Lmin OHSA NSA SLM  Decibel Decibel (A-weighted) Decibel (C-weighted) Hertz  Equivalent continuous sound level Sound level exceeded for 8% of the time Sound level exceeded for 16% of thet time Maximum sound level Minimum sound level Noise sensitive area Sound levei meter  Occupational Safety and Health. Administration  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY Executive Summary  Vulcan Materials Corporation (VMC), is proposing to expand the existing quarry to the west oft the existing quarry. The Project footprint encompasses approximately 300 acres, consisting predominantly of silviculture. The Project is located to the west of the town of Emporia. VMC retained the services of Stantec Consulting Services Inc. (Stantec) to conduct a pre-expansion baseline sound study for the To characterize the existing acoustical environment, a pre expansion ambient sound survey was completed over a fourteen day period in October and November 2023 using three noise monitoring stations. One week was spent measuring ambient noise to the west where the expansion will occur and the second week the units were redeployed on the existing quarry. When comparing the sound levels to the GreensVille County noise ordinance, all sound levels measured on the current quarry operation are well below the County ordinance. The quarry expansion will have similar equipment and processes: as are currently operating and as such no exceedances of the noise ordinance is expected.  Project.  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY  1.0 Project Description 2.0 Sound Terminology  Sound is caused by vibrations that generate waves ofr minute pressure fluctuations in the surrounding air. Sound levels are measured using al logarithmic decibel (dB) scale. Human hearing varies in sensitivity for different sound frequencies, and thei frequency sensitivity changes based on the overal! sound level. The ear is most sensitive to sound at frequencies between 800 and 8,000 hertz (Hz) andi is least sensitive to sound at frequencies below 400 Hz or above 12,500 Hz. Consequently, several different frequency weighting schemes have been used to approximate the way the human ear responds to various frequencies at different sound levels. The A-weighted decibel, or dBA, scale is the most widely used for regulatory requirements, as it discriminates against low frequency noise similar tot the response of the human ear at the lowt to moderate sound levels typical of environmental sources. The C-weighted decibel, orc dBC, scale applies less attenuation to low frequency noise to approximate the response of the human ear at higher sound levels. Sound levels without a frequency weighting applied, referred to as unweighted The sound power level (PWL or Lw) of a noise source is the strength ori intensity ofr noise that the source emits regardless of the environment in which it is placed. Sound power is a property of the source, and therefore is independent of distance. The radiating sound power then produces a sound pressure level (SPL orLp) at a point of which human beings can perceive as audible sound. The sound pressure level is dependent on the acoustical environment (e.g., indoor, outdoor, absorption, reflections) and the distance from the noise source. Unless otherwise stated, sound levels in this report are sound pressure levels. Numerous metrics and indices have been developed to quantify the temporal characteristics (changes over time) of community noise. The equivalent continuous sound level, LegorLavg, metric is the level ofa hypothetical steady sound that would have the same energy as the fluctuating sound level over a defined period of time. The Leg represents the time average oft the fluctuating sound pressure level. The maximum and minimum sound levels, or Lmax and Lmin, are the loudest and quietest instantaneous sound levels occurring during a period of time. The Lmax is particularly useful for evaluating loud, impulsive noise Other statistical metrics useful to understanding environmental sound levels include the n-percent exceedance sound percentile levels, or Ln. This report includes the L8 and L16 as those metrics used in the Greenville County noise ordinance. The Ls metric is the noise level that is exceeded 8% of the time and While soundi is a naturally occurring phenomenon, noise is generally defined as the threshold when sound becomes an annoyance.. A change in sound levels of 3 decibels is generally considered to be the threshold of perception, whereas a change of 5 decibels is clearly perceptible, and a change of 10 Examples of noise levels in common environments are a quiet suburban neighborhood at nighttime is approximately 35 dBA, al library is approximately 40 dBA, al business office is approximately 55 dBA, a  or linear, are generally reported as dB or dBZ.  events.  the Li6 is the noise level is the noise level that is exceeded 16% of the time.  decibels is perceived as a doubling or halving of loudness.  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY  vacuum cleaner at 101 feet (3 meters) is approximately 70 dBA, and a gas lawn mower at 31 feet (1 meter)  isa approximately 95 dBA.  3.0 Regulatory Environment  Thel baseline sound study was conducted: in order to determine the current and future compliance  according tot the Greensville County noise ordinance as follows: MAXIMUM SOUND PRESSURE LEVELS  3.1  Greenville County noise ordinance is as follows: Between the hours of 7:00 a.m. and 11:00 p.m., the maximum permissible sound pressure levels shall be eighty (80) dB (A) L16. Between thel hours of 11:00 p.m. and 7:00a.m., the maximum permissible sound pressure level shall be seventy (70) dB (A)La.  3.2 IMMEDIATE THREATS TO HEALTH AND WELFARE  Noi impulsive sound levels can exceed the number ofr repetitions within any 24-hour period ass follows:  Impulsive Sound Levels Which Pose An Immediate Threat to Health and' Welfare (Measured at 50 Feet of 15 Meters)  Sound Level Limit dB (A) 140 135 125  Number of Repetitions per 24 hour Period  1 10 100  No sound burst can exceed the al longer duration as follows:  Sound Level Limit dB (A) 140 135 125  Maximum Permissible Duration 1second 10 seconds 30s seconds  4.0 Sensitive Receptor Locations located near the expansion area as shown in Figure 1.  Aerial imagery and publicly available land ownership records were utilized to identify noise sensitive areas (NSAs), including residences, schools, churches, hospitals, and other sound-sensitive areas  5.0 Methodology  5.1 AMBIENT SOUND MEASUREMENTS  Ambient sound measurements were completed at three sound monitoring locations during daytime and nighttime conditions within the current quarry operation and the expansion area. These locations were selected so that measurements would be representative of ambient sound levels at sensitive receptors  located throughout thel Project area.  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY  TSI SoundPro Model DL-1 sound level meters (SLMs) equipped with preamplifiers, microphones, and environmental protection kits were used to measure ambient sound levels. The microphones were mounted on tripods approximately fivet feet above ground and covered with windscreens. The SLMs were equipped with battery packs and/or solar panels for power, housed in protective cases, and deployed unattended to measure sound levels over a 14-day period from October 19, 2023 to November 2, 2023, 2023. Sound levels were logged continuously in 10 minute and 1 secondi intervals in the Leq, Lpk, Lmax, and The SLMs meet the American National Standards Institute (ANSI) $1.4-2014/Part 1/IEC 61672-1:20131 standard Type 1 requirements for sound level meters and were calibrated by al National Institute of Standards and Technology (NIST) certified laboratory within 12r months of use. The SLMs were also calibrated in the field before and after the sound survey with an acoustical calibrator that meets the The ambient sound measurement locations are shown on Figure 1 and described further below.  Lmin using A-weighted decibels and the RMS "slow" time response.  ANSI/ASA S1.40-2006 (R2020) standard Type 1 requirements2.  5.1.1 Site Expansion Area 1 Latitude 36.60908, Longitude -77.59044  The ambient sound monitoring location Expansion Area 1 is representative of the northern portion of the expansion area consisting of rural residences among agricultural fields and treed fields. Iti is located The sound level meter at site Expansion Area 1 collected data from 1:30 a.m. on October 19, 2023 through 11:00 a.m. on October 27, 2023. The closest residence to this location is 0.25 miles.  5.1.2 Site Expansion Area 2 Latitude 36.60163, Longitude -77.59336  The ambient sound monitoring location Expansion 2 is representative of the north-western portion of the expansion area consisting of agricultural land and tree cover. Its shown on Figure 1. The sound level meter at site Expansion 2 collected datai from 11:30 a.m. on October 19, 2023 through 11:00a.m.o on  October 27, 2023. The closest residence to this location is 0.25 miles.  5.1.3 Site Current Operation 1 Latitude 36.60604782, Longitude -77.57650674  The ambient sound monitoring location Current Operation 1 is representative of the current quarry operation. The location is shown on Figure 1. The sound level meter at site Current Operation 1 collected data from 11:40 a.m. on October 27, 2023 through 10:20 a.m. on November 2, 2023. The  closest residence to this location is 0.50 miles.  A ANSI/ASA S1.4-2014/Part 1/1 IEC 61672-1:2013. American National Standard for Electroacoustics Sound Level Meters Part 1: 2/ ANSIASA! $1.40-2006 (R2020) American National Standard: Specifications and' Verification Procedures for Sound Calibrators  Specifications (reaffirmed by ANSI August 13, 2019) (reaffirmed by ANSI, 8! May 2020) Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY  6.0 Ambient Sound Level Measurement Results  Ambient sound measurements were collected at three locations from October 19, 2023 through November 2, 2023, as discussed in Section 5.1. During the survey period the Project area experienced temperatures of 17-87 F with an average wind speed of 10 mph at 30 feet above ground level. One short period with notable precipitation occurred during the survey period with a maximum hourly Audible sound sources observed during site visits typically included automobile and truck traffic on local roadways, distant vehicles, distant trains, distant dogs barking, distant mechanical or construction equipment, aircraft, birds, and insects. In the area of the Current Operation measurement area, all current mining processes were operational and at al level consistent with normal operations. Table 1 summarizes the results oft the ambient sound measurements at each monitoring location for the survey duration. Data collected when field staff presence may have influenced measurements (e.g.: immediately after equipment setup and before equipment take down) or during time periods where there was either precipitation or high wind speeds were excluded, as discussed in Section 5.1. The data In the expansion area, the sound measurement results demonstrate that ambient sound levels are 45-46 dBA Leq during both the day and night time periods. In the current quarry operation the ambient sound levels ranged from 49 dBA Leg at night to 57 dBAI Leq during the day. Comparing the ambient sound measurements to the L8 of 70 dBA used in the Greensville ordinance for nighttime levels, even the current daytime levels within the Current Operation measurement: area during the day are quieter (69 dBA). The Lmax in the Expansion Area was 71 dBa and the Lmax of the Current Operation was 86 dBA.  accumulation of 0.1 inches.  collected is in Appendix A.  Stantec    SKIPPERS QUARRY EXPANSION BASELINE SOUND STUDY  Table 1 Ambient Sound Level Measurement Results  Measurement Site Expansion-1 Expansion-2 Current Op-1  Average Ambient Sound Level (dBA)  Time Period' Overall Daytime Nighttime Overall Daytime Nighttime Overall Daytime Nighttime  Leq 46 46 45 46 46 45 54 57 49  Lmax 71 71 64 64 64 60 86 86 77  Ls 48 49 45 48 48 47 69 69 53  L6 45 46 45 47 47 46 68 69 50  'Notes: Overall = 24-hr period.  Daytime = 7:00a.m. -1 10:00p.m. Nighttime = 10:00 p.m. -7 7:00a.m. 7.0 Expansion Expectations  As Vulcan expands the mining area on the western side of Quarry Road, the main processing area willl be maintained in the current location. No extension of work hours during expansion is expected. There will be excavation and blasting in the expansion area but it willl be consistent with current operations. Prior to any blasting on the expansion area, 25-foot berms willl be installed around the majority oft the perimeter oft the mining area similar to current mining area. Oncel blasting commences it will be limited to  7.1 SOUND MITIGATION MEASURES  daytime hours and will be consistent with current operations.  8.0 Conclusions  Al baseline sound study was completed for the Skippers Quarry Expansion. The goal of the study was to measure and assess sound levels in the area of expansion and the current operation. The day and night time sound levels in the expansion area and the night time sound levels of the current operation are virtually the same (45-49 dBa Leg). The day time sound level of the Current Operation is 57 dBALeq. When comparing the sound levels to the Greensville County noise ordinance, all sound levels measured in the Current Operation are well below the County ordinance and the quarry expansion will have similar equipment and processes that are currently operating and as such no exceedances of the  noise ordinance is expected.  Stantec    SKIPPERS QUARRY EXPANSION NOISE ASSESSMENT  Figure  Stantec    EYPANSIONI  Legend OPERTYUNE RUMENT  Notes SURVEYL LOCATEDBYS STANTEC CONSULTINGS SERVICES, NCON  NUCNWAEEAISCOWAN SPPESQMERYBPANSON ound Monilbringlocafons  Stantec 10783FchardknRoos Athlond.VA23005 wws'onlec.com    SKIPPERS QUARRY EXPANSION NOISE ASSESSMENT  Appendix A Sound Level Data  Stantec    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/27/2023 11:40 10/27/2023 11:50 10/27/2023 11:30 10/27/2023 11:40 10/27/2023 11:20 10/27/20231 11:30 10/27/202311:10 10/27/202311:20 10/27/20231 11:00 10/27/20231 11:10 10/27/2023 10:50 10/27/20231 11:00 10/27/2023 10:40 10/27/2023 10:50 10/27/2023 10:30 10/27/202310:40) 10/27/2023 10:20 10/27/202310:30) 10/27/2023 10:10] 10/27/2023 310:20 10/27/2023 10:00 10/27/2023 10:10 10/27/20239:50 10/27/202310:00) 10/27/20239:40 10/27/2023 9:50 10/27/20239:30 10/27/2023 9:40 10/27/2023 9:20 10/27/2023 9:30 10/27/20239:10 10/27/20239:20 10/27/2023 9:00 10/27/2023 9:10 10/27/2023 8:50 10/27/2023 9:00 10/27/2023 8:40 10/27/2023 8:50 10/27/2023 8:30 10/27/2023 8:40 10/27/2023 8:20 10/27/20238:30 10/27/2023 8:10 10/27/2023 8:20 10/27/20238:00 10/27/20238:10 10/27/20237:50) 10/27/2023 8:00 10/27/20237:40 10/27/2023 7:50 10/27/20237:30 10/27/20237:40 10/27/20237:20 10/27/20237:30 10/27/20237:10 10/27/20237:20 10/27/20237:00) 10/27/20237:10) 10/27/2023 6:50 10/27/20237:00 10/27/2023 6:40 10/27/2023 6:50 10/27/2023 6:30 10/27/2023 6:40 10/27/2023 6:20 10/27/2023 6:30 10/27/20236:10 10/27/20236 6:20 10/27/20236:00 10/27/20236:10 10/27/20235:50 10/27/2023 6:00 10/27/20235:40 10/27/2023. 5:50 10/27/20235:30 10/27/20235:40 10/27/20235:20 10/27/20235:30 10/27/2023 35:10 10/27/2023 5:20 10/27/2023 35:00 10/27/2023 5:10 10/27/20234:50 10/27/20235:00 10/27/20234:40 10/27/20234:50 10/27/20234:30 10/27/2023 4:40]  46.7 60.2 45.3 58.1 45.3 58.4 45.3 59.4 45.3 56.9 45.3 57.8 45.7 59.7 45.3 55.7 45.8 65.2 45.3 64.9 45.3 58.5 45.3 56.2 45.3 56.1 45.3 55.7 45.3 56.3 45.3 55.4 45.3 55.7 45.3 56.4 45.3 56.4 45.3 55.4 45.3 56 45.3 56.7 45.3 56.3 45.3 56.8 45.3 56.7 45.3 56.2 45.3 57.4 45.3 56.3 45.3 56.9 45.3 45.3 56.1 45.3 59.3 45.3 56.5 45.3 55.3 45.3 56.3 45.3 55.1 45.3 58.8 45.3 55.8 45.3 45.3 55.3 45.3 56.1 45.3 55.9 45.3 56.3 45.3 56.41 Page 1 of26  48.2 45.3 45.4 45.4 45.3 45.3 47.7 45.3 47.5 45.8 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3] 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3]  57  56    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/27/2023 4:20 10/27/2023 4:30 10/27/20234:10 10/27/20234:20 10/27/20234:00 10/27/20234:10 10/27/20233:50 10/27/20234:00) 10/27/2023 3:40 10/27/2023 3:50 10/27/20233:30 10/27/2023 3:40 10/27/20233:20) 10/27/20233:30 10/27/20233:10 10/27/2023 3:20 10/27/20233:00 10/27/2023: 3:10 10/27/2023 2:50] 10/27/20233:00 10/27/20232:40 10/27/20232:50 10/27/2023 2:30 10/27/2023: 2:40 10/27/2023 2:20 10/27/2023: 2:30] 10/27/2023 2:10 10/27/20232 2:20 10/27/2023 2:00 10/27/20232:10 10/27/2023 1:50 10/27/2023: 2:00 10/27/2023 1:40 10/27/2023 1:50 10/27/20231:30 10/27/20231:40 10/27/20231:20) 10/27/2023 1:30 10/27/20231:10) 10/27/2023 1:20 10/27/2023: 1:00 10/27/2023 1:10 10/27/20230:50 10/27/2023 1:00 10/27/2023 0:40 10/27/2023 0:50 10/27/2023 0:30 10/27/2023 0:40 10/27/20230:20 10/27/20230:30) 10/27/20230:10 10/27/20230:20) 10/27/20230:00) 10/27/2023 0:10 10/26/2023 23:50] 10/27/2023 0:00 10/26/2023 23:40 10/26/202323:50 10/26/202323:30 10/26/202323:40) 10/26/2023 23:20 10/26/202323:30) 10/26/202323:10 10/26/202323:20) 10/26/202323:00) 10/26/202323:10, 10/26/202322:50) 10/26/202323:00) 10/26/202322:40) 10/26/20232 22:50 10/26/2023 22:30 10/26/2023 22:40 10/26/202322:20 10/26/202322:30 10/26/202322:10 10/26/2023 22:20 10/26/202322:00 10/26/2023 22:10 10/26/202321:50) 10/26/2023: 22:00 10/26/202321:40 10/26/2023: 21:50 10/26/2023 21:30 10/26/2023 21:40 10/26/202321:20) 10/26/2023 21:30 10/26/2023 21:10 10/26/2023 21:20  45.3 55.4 45.3 55.5 45.3 55.6 45.3 56.2 45.3 55.7 45.3 56.8 45.3 56.7 45.3 56.4 45.3 58.6 45.3 57.7 45.3 58 45.3 57.2 45.3 58 45.3 57.6 45.3 57.5 45.3 59 45.3 56.7 45.3 56.9 45.3 57.3 45.3 57.4 45.3 57.4 45.3 57.4 45.3 57.3 45.3 45.3 59.7 45.3 58.5 45.3 58.5 45.3 59.3 45.3 59.5 46.8 60.6 47 60.8 45.3 59.1 45.3 59 45.3 59.2 45.4 59.5 45.5 60.2 45.4 61.1 45.4 59.9] 45.3 58.9 46.4 60.8 48.1 46.6 60.7 48.2 61.5 47.4 60.5 Page 2 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.4 45.4 45.4 45.5 45.7 48.5 48.3 45.4 45.7 45.4 45.8 46.6 45.9] 46] 45.5 47.2 48.5 47.6 49 48.3  45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3] 45.3 45.7 47.4 45.3 47.1 45.4  59  61    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/26/202321:00) 10/26/202321:10 10/26/2023 20:50 10/26/2023 21:00 10/26/202320:40) 10/26/202320:50) 10/26/202320:30 10/26/2023 20:40 10/26/202320:20) 10/26/202320:30 10/26/2023 20:10 10/26/20232 20:20 10/26/202320:00) 10/26/2023 20:10 10/26/202319:50 10/26/202320:00 10/26/202319:40) 10/26/202319:50) 10/26/202319:30) 10/26/2023 19:40] 10/26/202319:20) 10/26/202319:30 10/26/202319:10) 10/26/202319:20) 10/26/2023 19:00] 10/26/2023 19:10 10/26/2023 18:50 10/26/2023 19:00 10/26/2023 18:40 10/26/2023 18:50 10/26/202318:30) 10/26/202318:40) 10/26/2023 18:20 10/26/2023 18:30 10/26/2023 18:10 10/26/2023: 18:20 10/26/2023 18:00 10/26/2023 18:10 10/26/2023 17:50 10/26/202318:00) 10/26/2023 17:40 10/26/202317:50 10/26/2023 17:30 10/26/202317:40 10/26/202317:20 10/26/20231730 10/26/202317:10) 10/26/202317:20 10/26/2023 17:00 10/26/2023 17:10 10/26/2023: 16:50 10/26/202317:00 10/26/202316:40 10/26/202316:50) 10/26/202316:30 10/26/2023 16:40 10/26/2023 16:20] 10/26/2023 16:30 10/26/2023 16:10 10/26/2023 16:20 10/26/202316:00) 10/26/20231 16:10 10/26/2023 15:50 10/26/2023 16:00 10/26/2023 15:40 10/26/2023 15:50 10/26/20231 15:30 10/26/2023 15:40 10/26/20231 15:20 10/26/202315:30 10/26/2023 15:10 10/26/2023 15:20 10/26/2023 15:00 10/26/20231 15:10 10/26/20231 14:50 10/26/202315:00) 10/26/202314:40 10/26/202314:50, 10/26/2023 14:30] 10/26/202314:40) 10/26/202314:20 10/26/202314:30) 10/26/202314:10 10/26/202314:20) 10/26/202314:00 10/26/202314:10) 10/26/202313:50 10/26/20231 14:00  47.8 60.5 47 60.6 48.2 61.5 48.3 61.7 48.3 61.6 48.9 62.6 48.2 61.5 49.2 62.4 48.6 62.5 48.8 61.5 49 63.3 48.8 62.7 48.41 48.5 61.9 48.6 61.8 48.8 61.9 48.1 62.7 47.7 61.1 45.9 60.1 46.5 60.9] 45.6 59.8 45.3 59.5 46 60.4 46 61.1 45.3 58.7 45.3 58 45.3 57.4 45.3 56.9 54.2 70.5 45.3 56.4 45.3 57.3 45.3 56.7 45.3 56.6 45.3 56.9] 45.3 55.9] 45.3 55.3 45.3 56.1 45.3 56.1 45.3 55.6 45.3 55.5 45.3 56.9] 45.3 56.8 45.3 56.2 45.3 55.7 Page 3 of26  48.4 48.4 48.8 49.5 48.5 50.1 49.1 50.3 49.9 50.2 49.9 50.1 49.2 49.5 49.9 50.2 49.5 48.5] 46.9 47.8 46.8 45.5 48.1 48 45.8 45.4 45.3] 45.3 58.8 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3  46.7 45.3 47.9] 47.7] 48 48.1 46.9 48.1 48.2 48.2 48.2 48.2 48.2 48.2 48 48.1 46.4 45.5 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  62    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/26/2023 313:40 10/26/2023 13:50 10/26/202313:30) 10/26/202313:40 10/26/202313:20) 10/26/202313:30) 10/26/202313:10 10/26/202313:20) 10/26/202313:00 10/26/2023 13:10 10/26/202312:50 10/26/202313:00 10/26/202312:40 10/26/202312:50, 10/26/202312:30) 10/26/202312:40) 10/26/202312:20 10/26/2023 12:30 10/26/202312:10) 10/26/202312:20) 10/26/202312:00 10/26/202312:10) 10/26/202311:50) 10/26/20231 12:00 10/26/2023 11:30] 10/26/202311:40, 10/26/2023: 11:20 10/26/2023: 11:30] 10/26/2023 11:10 10/26/202311:20) 10/26/2023: 11:00 10/26/202311:10) 10/26/2023 10:50 10/26/202311:00 10/26/2023: 10:40 10/26/202310:50 10/26/2023: 10:30 10/26/2023: 10:40 10/26/2023 10:20 10/26/2023 10:30 10/26/2023 10:10] 10/26/2023 10:20 10/26/20239:50 10/26/202310:00) 10/26/20239:40 10/26/20239:50 10/26/20239:30 10/26/20239:40 10/26/20239:20 10/26/20239:30 10/26/20239:10 10/26/20239:20, 10/26/20239:00) 10/26/2023 9:10 10/26/20238:50 10/26/2023 9:00 10/26/2023 8:40 10/26/2023 8:50 10/26/2023 8:30 10/26/2023 8:40 10/26/2023 8:20 10/26/2023 8:30 10/26/20238:10 10/26/2023 8:20 10/26/20238:00) 10/26/2023 8:10 10/26/20237:50) 10/26/2023 8:00 10/26/20237:40) 10/26/2023 7:50 10/26/20237:30) 10/26/20237:40 10/26/20237:20 10/26/20237:30) 10/26/20237:10 10/26/20237:20 10/26/20237:00) 10/26/20237:10 10/26/2023 6:50 10/26/20237:00 10/26/20236:40 10/26/2023 6:50 10/26/2023 6:30 10/26/2023 6:40 10/26/2023 6:20 10/26/2023 6:30! 10/26/2023 6:10 10/26/2023 6:20  45.3 45.3 45.3 56.7 45.3 55.6 45.3 56.1 45.3 56.5 45.5 59.7 54.3 70.7 56.7 45.3 45.3 57.3 45.3 45.3 45.3 57.4 56.4 45.3 45.3 57.5 45.3 45.3 45.3 57.3 45.3 56.7 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 58.1 45.3 57.3 64.7 45.7 45.3 57.4 57.5 45.3 45.3 55.2 45.3 45.3 45.3 55.7 45.3 55.8 45.3 57.4 45.3 57.2 45.3 56.7 45.3 57.2 45.3 57.1 45.3 57.8 45.3 56.8 45.3 56.4 45.3 56.8 45.3 59.7 45.3 56.7 45.3 55.9 45.3 55.7 45.3 59.2 Page 4 of26  56.3 45.3 45.3 45.3 45.3 46.9] 56.1 45.3 45.3 55.6 45.3 45.3 45.3 57 45.3 45.3 56.8 57.5 45.3 57.3 56.7 45.41 45.3 45.3 45.3 45.3 45.3 55.8 45.3 45.3 45.3 45.3 45.3 45.4 45.3] 45.41 45.3 45.3 45.3] 45.6 45.3 45.3 45.3 45.3  45.3] 45.3 45.3 45.3 45.3 45.3 52.1 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 55.8 45.3 45.3] 45.3] 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3]    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/26/2023 36:00 10/26/2023 6:10 10/26/20235:50 10/26/2023 6:00 10/26/20235:40 10/26/2023 5:50 10/26/20235:30 10/26/2023 5:40 10/26/20235:20 10/26/2023 5:30 10/26/20235:10 10/26/2023! 5:20 10/26/20235:00) 10/26/20235:10 10/26/20234:50) 10/26/2023 5:00 10/26/20234:40 10/26/2023 4:50 10/26/2023 4:30 10/26/2023 4:40 10/26/20234:20 10/26/20234:30 10/26/2023 4:10 10/26/20234 4:20 10/26/2023 4:00 10/26/2023 4:10 10/26/2023 3 3:50 10/26/2023 4:00 10/26/2023 3:40 10/26/20233 3:50 10/26/2023 3:30 10/26/2023 3:40 10/26/2023 3:20 10/26/20233:30 10/26/20233:10 10/26/20233:20 10/26/20233:00 10/26/20233:10 10/26/20232:50) 10/26/20233:00) 10/26/20232:40 10/26/2023: 2:50 10/26/20232:30) 10/26/20232 2:40] 10/26/20232:20 10/26/20232:30 10/26/20232:10 10/26/20232:20 10/26/20232:00 10/26/2023 2:10 10/26/20231:50 10/26/20232:00) 10/26/2023 1:40 10/26/20231:50 10/26/20231 1:30 10/26/2023 1:40 10/26/2023 1:20 10/26/2023 1:30] 10/26/20231 1:10 10/26/2023 1:20 10/26/2023 31:00 10/26/2023 1:10 10/26/20230:50 10/26/2023 1:00 10/26/20230:40 10/26/20230:50 10/26/20230:30 10/26/2023.0:40) 10/26/2023 0:20 10/26/2023 0:30 10/26/20230:10 10/26/2023 0:20 10/26/20230:00 10/26/20230:10) 10/25/202323:50 10/26/20230 0:00 10/25/2023 23:40 10/25/2023: 23:50 10/25/202323:30 10/25/2023: 23:40 10/25/202323:20 10/25/2023: 23:30 10/25/2023: 23:10 10/25/2023 23:20 10/25/2023. 23:00 10/25/2023 23:10 10/25/2023 22:50] 10/25/2023 23:00]  45.3 56.3 45.3 56.1 45.3 56.7 45.3 55.5 45.3 55.2 45.3 57.2 45.3 55.8 45.3 56.4 45.3 56.1 45.3 55.7 45.3 55.8 45.3 56.2 45.3 56.8 45.3 56.3 45.3 55.9] 45.3 56.1 45.3 56.1 45.3 56.2 45.3 57.2 45.3 57.1 45.3 55.6 45.3 56.1 45.3 56.9 45.3 45.3 57.6 45.3 56.1 45.3 57.9] 45.3 57.3 45.3 45.3 56.8 45.3 56.1 45.3 45.3 57.4 45.3 57.1 45.3 57.41 45.3 58.1 45.3 57.9 45.3 56.6 45.3 56.9 45.3 56.4 45.3 57.5 45.3 57.1 45.3 56.7 45.3 57.6 Page 5of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3] 45.3 45.3 45.3] 45.3  57  58 57    Expansion-1 Start Time  End Time  LEQ (dB) Lpk(dB) Lmax (dB) Lmin (dB)  10/25/20232 22:40 10/25/202322:50) 10/25/202322:30 10/25/202322:40) 10/25/202322:20) 10/25/202322:30) 10/25/202322:10) 10/25/202322:20 10/25/202322:00) 10/25/202322:10) 10/25/2023: 21:50 10/25/20232 22:00 10/25/2023 21:40 10/25/20232 21:50 10/25/2023: 21:30 10/25/2023 21:40 10/25/202321:20) 10/25/202321:30 10/25/2023 21:10 10/25/2023 21:20 10/25/202321:00) 10/25/2023. 21:10 10/25/20232 20:50 10/25/2023 21:00 10/25/202320:40 10/25/202320:50) 10/25/2023 20:30] 10/25/2023 20:40 10/25/202320:20 10/25/2023 20:30 10/25/2023 20:10 10/25/202320:20, 10/25/202320:00) 10/25/202320:10, 10/25/2023 19:50 10/25/2023: 20:00 10/25/202319:40 10/25/202319:50) 10/25/202319:30) 10/25/2023 19:40 10/25/2023 19:20 10/25/2023 19:30 10/25/2023 19:10 10/25/2023 19:20 10/25/2023 19:00 10/25/2023 19:10 10/25/202318:50) 10/25/202319:00) 10/25/2023 18:40 10/25/2023 18:50] 10/25/2023 18:30 10/25/20231 18:40 10/25/2023 18:20 10/25/2023 18:30 10/25/2023: 18:10 10/25/2023 18:20 10/25/2023 18:00 10/25/2023 18:10 10/25/2023 17:50! 10/25/2023 18:00 10/25/202317:40 10/25/202317:50, 10/25/20231730 10/25/202317:40) 10/25/2023 17:20 10/25/202317:30) 10/25/2023 17:10 10/25/202317:20 10/25/202317:00 10/25/202317:10 10/25/2023 16:50 10/25/2023 - 17:00 10/25/2023 16:40] 10/25/2023 16:50 10/25/2023 16:30 10/25/2023 16:40] 10/25/2023 16:20 10/25/202316:30) 10/25/2023 16:10 10/25/2023 16:20 10/25/202316:00) 10/25/2023 16:10 10/25/2023 15:50] 10/25/2023 16:00 10/25/202315:40) 10/25/2023 15:50 10/25/2023 15:30 10/25/2023 15:40  45.3 56.4 45.3 59.4 45.3 58.4 45.3 45.3 58.1 45.3 58.4 45.3 58.8 45.3 58.4 45.3 58.1 45.3 58.5 45.3 58.1 45.3 45.3 59.4 45.3 59.4 46 59.4 45.7 59.6 45.3 59.1 45.4 60.8 46.3 61 48.1 62.2 48 60.1 47.9 60.8 48.5 62.2 48.2 61.5 48.2 60 48.4 61.6 48 60.7 47.7 60.7 45.41 59.4 45.9 62.2 46.2 47.2 60.5 45.7 59.6 46.1 60.5 46.7 60.8 45.5 45.7 60.2 45.3 58.91 45.3 59.2 45.3 60.2 45.3 57.8 45.3 57.5 45.3 56.7 45.3 57.1 Page 6 of26  45.3 45.4 45.4 45.4 45.5 45.3 45.3 45.4 45.41 45.7 45.4 45.4 45.4 45.6 47.1 46.9 45.4 45.7 47.8 49.1 48.5 48.5 49.1 48.5 48.3] 49.1 48.3 48.5] 45.8 48.8 48.4 48.6 47.4 48.4 48.3 47.2 46.7 45.4 45.5 45.9 45.3 45.3 45.3 45.3  45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 46.9 47.1 47 48.2 47.8 47.9 48 47.3 46.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3  59  59  60  59    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/25/2023 15:20 10/25/2023 15:30 10/25/2023 15:10 10/25/2023 15:20 10/25/2023 15:00 10/25/2023 15:10 10/25/20231 14:50 10/25/20231 15:00 10/25/2023 14:40 10/25/2023 14:50 10/25/2023 14:30 10/25/20231 14:40] 10/25/2023 14:20 10/25/20231 14:30 10/25/20231 14:10 10/25/202314:20, 10/25/2023 14:00 10/25/202314:10) 10/25/2023 13:50 10/25/202314:00) 10/25/20231 13:40 10/25/202313:50) 10/25/20231 13:30 10/25/202313:40, 10/25/202313:20) 10/25/202313:30) 10/25/2023: 13:10] 10/25/202313:20 10/25/202313:00 10/25/202313:10, 10/25/202312:50 10/25/2023 13:00 10/25/2023 12:40 10/25/2023 12:50 10/25/202312:30) 10/25/2023 12:40 10/25/202312:20) 10/25/2023 12:30 10/25/202312:10) 10/25/2023 12:20 10/25/2023 12:00 10/25/2023: 12:10 10/25/2023 11:50 10/25/2023: 12:00 10/25/2023: 11:40 10/25/202311:50 10/25/2023 11:30 10/25/2023 11:40 10/25/2023 11:20 10/25/20231 11:30 10/25/202311:10) 10/25/202311:20) 10/25/202311:00) 10/25/20231 11:10 10/25/2023 10:50! 10/25/202311:00) 10/25/2023 10:40 10/25/2023 10:50 10/25/20231 10:30 10/25/20231 10:40 10/25/2023 10:20 10/25/2023 10:30 10/25/2023 10:10 10/25/2023 10:20 10/25/2023 10:00 10/25/2023 10:10 10/25/2023 39:50 10/25/20231 10:00 10/25/2023 39:40 10/25/2023 9:50 10/25/2023 9:30 10/25/2023 9:40 10/25/2023 9:20 10/25/2023 9:30 10/25/2023 39:10 10/25/2023 9:20] 10/25/2023 9:00 10/25/2023! 9:10 10/25/2023 8:50 10/25/20239:00) 10/25/2023 8:40 10/25/20238:50 10/25/20238:30 10/25/20238:40 10/25/2023 8:20 10/25/20238 8:30] 10/25/2023 8:10] 10/25/20238 8:20  45.3 57.3 45.3 56.1 45.3 56.7 45.3 56.3 45.3 56.1 45.3 56.6 45.3 57.1 45.3 57.2 45.3 56.1 45.3 57.5 45.3 57.2 45.3 56.9 45.3 59.5 45.3 57.9 45.3 56.6 45.3 56.1 45.3 56.5 45.3 45.3 57.4 45.3 56.8 45.3 59.4 45.3 56.8 45.3 57.9! 45.3 57.9 45.3 57.7 45.3 56.8 45.3 56.7 45.3 56.3 45.3 56.1 45.3 56.91 45.3 65 45.3 55.7 45.3 56.2 45.3 56.3 45.3 56.4 45.3 56.3 45.3 56.1 45.3 57.4 45.3 56.2 45.3 57.7 45.3 57.1 45.3 59 48.3 60.7 45.3 56.9 Page7of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.5 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.6 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 48.4 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 48 45.3  58    Expansion-1 Start Time  End Time  LEQ (dB) Lpk(dB) Lmax (dB) Lmin (dB)  10/25/2023 8:00 10/25/20238:10 10/25/20237:50 10/25/20238:00) 10/25/20237 7:40 10/25/20237:50) 10/25/20237:30) 10/25/2023.7:40) 10/25/20237:20) 10/25/20237:30 10/25/20237:10 10/25/20237:20 10/25/20237:00 10/25/2023 7:10 10/25/2023 6:50] 10/25/20237:00 10/25/2023 6:40 10/25/2023 6:50 10/25/2023 6:30 10/25/2023 6:40 10/25/2023 6:20 10/25/2023 6:30 10/25/2023 6:10 10/25/2023 6:20 10/25/20236:00 10/25/20236 6:10 10/25/2023 5:50 10/25/2023 6:00 10/25/2023 5:40 10/25/2023 5:50 10/25/2023 5:30 10/25/2023! 5:40 10/25/2023! 5:20] 10/25/2023 5:30 10/25/2023 5:10 10/25/2023 5:20 10/25/2023! 5:00 10/25/2023 5:10 10/25/20234:50) 10/25/20235 5:00 10/25/20234:40 10/25/20234:50 10/25/2023 4:30 10/25/20234:40 10/25/20234 4:20 10/25/2023 4:30 10/25/20234:10 10/25/20234 4:20! 10/25/2023 4:00 10/25/2023 4:10 10/25/2023 3:50 10/25/20234:00 10/25/20233 3:40 10/25/20233:50 10/25/20233:30 10/25/20233:40 10/25/20233:20 10/25/2023 3:30 10/25/20233:10 10/25/2023 3:20 10/25/2023 3:00 10/25/2023: 3:10 10/25/20232:50 10/25/20233:00 10/25/2023 2:40! 10/25/2023 2:50 10/25/20232:30) 10/25/20232:40 10/25/20232:20 10/25/20232:30 10/25/20232:10 10/25/20232:20 10/25/2023 2:00 10/25/2023 2:10 10/25/2023 1:50 10/25/2023 2:00! 10/25/2023 1:40 10/25/2023: 1:50 10/25/20231:30 10/25/2023 1:40] 10/25/20231:20) 10/25/2023 1:30 10/25/20231:10) 10/25/20231:20 10/25/20231:00 10/25/20231:10 10/25/20230:50 10/25/20231:00  45.3 58.6 45.3 56.3 45.3 57.4 45.3 58.8 45.3 57.2 45.3 57.5 45.3 58.9 45.3 57.3 45.3 58.1 45.3 56.8 45.3 57.8 45.3 56.4 45.3 57.8 45.3 56.1 45.3 56.4 45.3 56.8 45.3 56.1 45.3 55.3 45.3 57.3 45.3 57.3 45.3 55.7 45.3 55.9 45.3 56.5 45.3 55.1 45.3 57 45.3 57.4 45.3 55.9 45.3 56.5 45.3 55.1 45.3 55 45.3 55.8 45.3 59.2 45.3 56.5 45.3 56.1 45.3 55.7 45.3 56.2 45.3 57.5 45.3 56 45.3 56.5 45.3 55.8 45.3 56.3 45.3 54.9] 45.3 56.3 45.3 56.7 Page 8 of26  45.4 45.3 45.3 45.4 45.3 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.8 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3    Expansion-1 Start Time  End Time  LEQ (dB) Lpk( (dB) Lmax (dB) Lmin (dB)  10/25/20230:40 10/25/2023 30:50 10/25/2023 30:30 10/25/2023 0:40 10/25/20230:20 10/25/2023 0:30 10/25/20230:10 10/25/2023 0:20 10/25/20230:00 10/25/20230:10 10/24/2023 23:50 10/25/2023 0:00 10/24/202323:40 10/24/202323:50) 10/24/202323:30) 10/24/202323:40) 10/24/202323:20 10/24/202323:30 10/24/202323:10) 10/24/2023 23:20 10/24/202323:00 10/24/2023 23:10 10/24/202322:50 10/24/202323:00 10/24/2023: 22:40] 10/24/2023 22:50 10/24/202322:30) 10/24/2023 22:40 10/24/202322:20 10/24/2023: 22:30 10/24/202322:10) 10/24/202322:20, 10/24/2023 22:00 10/24/2023 22:10 10/24/2023 21:50 10/24/2023: 22:00 10/24/202321:40) 10/24/202321:50) 10/24/202321:30 10/24/2023 21:40 10/24/2023 21:20 10/24/2023 21:30 10/24/2023 21:10 10/24/2023 21:20 10/24/202321:00 10/24/202321:10, 10/24/2023 20:50] 10/24/202321:00) 10/24/2023 20:40 10/24/2023: 20:50 10/24/2023 20:30 10/24/2023: 20:40 10/24/2023: 20:20 10/24/202320:30 10/24/2023 20:10 10/24/2023 20:20 10/24/2023 20:00] 10/24/2023 20:10 10/24/2023 19:50 10/24/2023 20:00 10/24/2023: 19:40] 10/24/2023 19:50 10/24/2023 19:30 10/24/2023 19:40 10/24/2023 19:20 10/24/2023 19:30 10/24/202319:10) 10/24/2023 19:20 10/24/2023 18:50 10/24/20231 19:00 10/24/2023 18:40 10/24/2023 18:50 10/24/2023 18:30 10/24/2023 18:40] 10/24/202318:20) 10/24/202318:30) 10/24/202318:10 10/24/202318:20, 10/24/2023 18:00 10/24/2023 18:10 10/24/20231 17:50 10/24/2023 18:00 10/24/20231 17:40 10/24/202317:50 10/24/2023: 17:30 10/24/202317:40 10/24/2023: 17:20 10/24/202317:30,  45.3 55.9] 45.3 55.4 45.3 55.7 45.3 55.4 45.3 55.7 45.3 56.3 45.3 55.7 45.3 57.1 45.3 55.6 45.3 55.5 45.3 56.2 45.3 55.7 45.3 56.3 45.3 56.3 45.3 57 45.3 56.7 45.3 55.3 45.3 55.5 45.3 56 45.3 57.1 45.3 55.7 45.3 56] 45.3 56.1 45.3 56.1 45.3 56.1 45.3 56.2 45.3 55.6 45.3 58.1 45.3 45.3 45.3 56.2 45.3 45.3 45.3 56.1 45.3 56.1 45.3 56.9 45.3 56.7 45.3 45.3 45.3 45.3 45.3 56.4 45.3 58 45.3 57.7 45.3 58.9 45.4 61.1 45.3 57.7 45.6 45.3 Page 90 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 57.2 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 46.1 45.3 45.5  45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 57.4 56.4 45.3 45.3 45.3] 45.3 45.3 45.3] 60.1    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/24/202317:10 10/24/202317:20) 10/24/202316:50 10/24/202317:00) 10/24/2023 16:40] 10/24/202316:50) 10/24/202316:30 10/24/202316:40) 10/24/2023 16:20 10/24/2023: 16:30 10/24/2023 16:10 10/24/2023 16:20 10/24/2023 16:00 10/24/2023: 16:10 10/24/2023 15:40 10/24/202315:50, 10/24/2023 15:30 10/24/202315:40) 10/24/2023 15:10 10/24/202315:20) 10/24/202315:00) 10/24/202315:10 10/24/2023 14:50 10/24/2023: 15:00 10/24/2023 14:40 10/24/2023 14:50 10/24/2023 14:30 10/24/2023 14:40 10/24/202314:10 10/24/2023 14:20 10/24/202314:00 10/24/2023 14:10 10/24/2023 13:50 10/24/2023: 14:00 10/24/202313:40) 10/24/20231 13:50 10/24/202313:30) 10/24/2023 13:40 10/24/202313:20, 10/24/2023 13:30 10/24/2023 13:10 10/24/2023 13:20 10/24/20231 13:00 10/24/2023: 13:10 10/24/202312:50 10/24/202313:00) 10/24/2023 12:40 10/24/2023 12:50 10/24/2023 12:30 10/24/2023 12:40 10/24/202312:20) 10/24/202312:30) 10/24/2023 12:10 10/24/202312:20) 10/24/2023 12:00 10/24/2023 12:10 10/24/2023 11:50] 10/24/2023 12:00 10/24/202311:40 10/24/202311:50 10/24/2023 11:30 10/24/2023 11:40 10/24/2023 11:20 10/24/202311:30) 10/24/2023 11:10] 10/24/202311:20, 10/24/2023 11:00] 10/24/202311:10 10/24/2023 10:50 10/24/2023 11:00 10/24/2023 10:40 10/24/2023 10:50 10/24/202310:30 10/24/2023 10:40 10/24/202310:20 10/24/2023 10:30 10/24/2023 10:10 10/24/2023 10:20 10/24/202310:00 10/24/2023 10:10 10/24/20239:50 10/24/2023 10:00 10/24/20239:40 10/24/20239:50 10/24/20239:30 10/24/2023 9:40 10/24/20239:20 10/24/2023 9:30  45.3 57.4 51.8 66.9 60.7 47.7 46.2 60.9 59.3 48.2 47.4 60.8 46 60.9 46.4 45.3 58.2 45.5 45.7 45.3 45.3 57.4 45.3 57.8 45.3 58.1 45.3 58 45.3 57.5 45.3 57.8 45.41 57 45.6 59.3] 45.5 58.4 45.3 57.4 45.4 59.7 45.3 58.3] 45.3 57.1 45.3 58.3 45.3 56.2 45.3 56.8 45.3 56.4 45.3 55.7 45.3 56.4 45.3 57.5 45.3 56.1 45.3 56.5 45.3 58.4 45.3 57.4 45.3 55.7 45.3 55.5 45.3 55.4 45.3 55.5 45.3 55.7 45.3 56 45.3 55.9 45.3 55.2 45.3 56.9 45.3 56.4 Page 10 of26  45.3 54.41 45.3 48.4 45.3 48.2 47.9 45.5 45.3 45.3 45.3 45.3 45.4 45.4 45.3 59.3 45.4 46.5 47.5 45.3 46 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 47.7 45.4 46.1 46 45.7] 45.3 61.5 45.3 59.8 45.3 45.3 45.3 45.3 45.3 47.2 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/24/20239:10 10/24/2023 9:20 10/24/20239:00 10/24/20239:10 10/24/20238:50 10/24/20239:00 10/24/20238:40 10/24/20238:50 10/24/20238:30 10/24/2023 8:40 10/24/20238:20 10/24/2023 8:30 10/24/20238:10) 10/24/2023 8:20 10/24/20238:00) 10/24/2023 8:10 10/24/20237:50) 10/24/2023 8:00] 10/24/20237:40) 10/24/20237:50 10/24/20237:30) 10/24/20237:40 10/24/20237:20) 10/24/20237:30 10/24/20237:10, 10/24/2023 7:20 10/24/20237:00; 10/24/2023; 7:10 10/24/20236:50 10/24/20237:00 10/24/2023 6:40 10/24/2023 6:50 10/24/2023 6:30 10/24/2023 6:40] 10/24/2023 6:20 10/24/2023 6:30 10/24/2023 6:10 10/24/2023 6:20 10/24/2023 6:00 10/24/2023 6:10 10/24/2023. 5:50 10/24/2023 6:00 10/24/20235:40 10/24/2023! 5:50 10/24/20235:30 10/24/2023 5:40 10/24/2023 5:20 10/24/2023 5:30 10/24/2023! 5:10 10/24/20235 5:20 10/24/20235:00) 10/24/20235:10 10/24/20234:50 10/24/20235 5:00 10/24/2023 4:40! 10/24/20234 4:50 10/24/20234 4:30 10/24/20234 4:40 10/24/20234:20 10/24/20234:30 10/24/20234:10 10/24/2023 4:20 10/24/20234:00 10/24/20234:10 10/24/20233:50) 10/24/20234:00 10/24/20233:40 10/24/20233:50 10/24/20233:30 10/24/2023 3:40 10/24/20233:20 10/24/2023 3:30 10/24/20233:10 10/24/2023: 3:20 10/24/20233:00) 10/24/2023: 3:10 10/24/2023 4 2:50 10/24/2023 3:00 10/24/20232:40 10/24/20232:50 10/24/20232:30 10/24/20232:40 10/24/20232:20 10/24/20232:30 10/24/2023 2:10 10/24/20232:20 10/24/2023 2:00 10/24/2023 2:10  45.3 56.6 45.3 58.7 45.3 58.8 45.4 58.6 47.9 59.6 48.3 60.9 49.8 62.2 49.4 61.6 50.2 62.9] 51.3 65.1 50 62.5 48.3 60.7 51.4 63.5 53 65.9 50 63.3 50.7 63.5 50 64.7 49.9 62.6 46.3 60 45.3 56.8 45.3 57.2 45.3 56.8 45.3 58.6 45.3 58.4 45.3 57.1 45.3 56.5 45.3 56.41 45.3 57.7 45.3 57.3 45.3 58.6 45.3 58.9 45.3 45.3 56.1 45.3 58.2 45.3 56.3 45.3 55.7 45.3 56.8 45.3 57.1 45.3 55.2 45.3 55.8 45.3 56 45.3 56 45.3 55.7 45.3 56.4 Page 11 of26  45.3 45.41 45.4 45.9 48.3 48.5 50.1 49.9 51 51.8 50.3 48.4 51.8 54.8 50.2 51.3 50.3 50.2 46.7 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.5 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 47.4 48.2 49.4 48.9 49.9] 50.9] 49.8 48.2 51.2] 51.8 49.9 50 49.8] 49.7 45.8 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  57    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/24/2023 31:50 10/24/2023: 32:00 10/24/2023 1:40 10/24/2023 1:50 10/24/20231:30 10/24/2023 1:40 10/24/20231:20 10/24/2023 1:30 10/24/20231:10 10/24/2023 1:20 10/24/20231:00 10/24/2023 1:10 10/24/2023 0:50 10/24/2023 1:00 10/24/2023 0:40 10/24/2023 0:50 10/24/20230:30 10/24/2023 0:40 10/24/2023 0:20 10/24/2023 0:30 10/24/2023 0:10 10/24/2023 0:20 10/24/20230:00 10/24/20230:10 10/23/202323:50) 10/24/20230:00 10/23/2023 23:40] 10/23/2023 23:50] 10/23/202323:30 10/23/2023 23:40 10/23/202323:20 10/23/202323:30) 10/23/2023 23:10 10/23/2023 23:20 10/23/2023 23:00 10/23/2023 23:10 10/23/2023 22:50 10/23/202323:00; 10/23/2023 22:40 10/23/202322:50, 10/23/2023 22:30 10/23/2023 22:40] 10/23/2023 22:20 10/23/2023 22:30 10/23/2023 22:10 10/23/202322:20 10/23/2023: 22:00 10/23/202322:10) 10/23/2023 21:50 10/23/202322:00) 10/23/2023: 21:40 10/23/202321:50) 10/23/202321:30) 10/23/202321:40) 10/23/202321:20) 10/23/2023 21:30] 10/23/2023 21:10 10/23/20232 21:20 10/23/202321:00 10/23/2023 21:10 10/23/202320:50 10/23/202321:00) 10/23/2023 20:40] 10/23/2023 20:50 10/23/2023 20:30] 10/23/202320:40, 10/23/2023 20:20 10/23/2023 20:30 10/23/202320:10) 10/23/202320:20) 10/23/2023 20:00! 10/23/2023 20:10 10/23/2023 19:50 10/23/2023 20:00 10/23/2023 19:40 10/23/2023 19:50 10/23/202319:30 10/23/2023 19:40 10/23/2023 19:20 10/23/2023 19:30 10/23/202319:10 10/23/2023 19:20 10/23/2023 19:00 10/23/202319:10) 10/23/2023 18:50 10/23/202319:00) 10/23/2023 18:40 10/23/2023: 18:50  45.3 56.4 45.3 55.8 45.3 55.8 45.3 45.3 56.3 45.3 56.4 45.3 56.8 45.3 55.8 45.3 56.9 45.3 55.8 45.3 55.9 45.3 56.6 45.3 57.9 45.3 55.8] 45.3 56.4 45.3 55.3 45.3 56.7 45.3 55.3 45.3 57.7 45.3 55.9 45.3 56.9 45.3 55.9 45.3 56.7 45.3 56.8 45.3 56.6 45.3 56.1 45.3 55.3 45.3 56.3] 45.3 55.7 45.3 55.3 45.3 57.1 45.3 55.7 45.3 55.5 45.3 55.9 45.3 56.4 45.3 55.7 45.3 55.5 45.3 55.6 45.3 56.1 45.3 56.8 45.3 55.9 45.3 55.3 45.3 56] 45.3 55.1 Page 120 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.31 45.3] 45.3  45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3]  56    Expansion-1 Start Time  End Time  LEQ (dB) Lpk(dB) Lmax (dB) Lmin (dB)  10/23/2023 18:30 10/23/202318:40) 10/23/2023 18:20 10/23/2023 18:30 10/23/2023 18:10 10/23/202318:20 10/23/2023 18:00] 10/23/2023 18:10 10/23/202317:50 10/23/202318:00) 10/23/20231 17:40 10/23/202317:50 10/23/202317:30) 10/23/2023 17:40 10/23/202317:20) 10/23/2023 - 17:30 10/23/202317:10) 10/23/2023 17:20 10/23/2023 17:00 10/23/2023 17:10 10/23/2023 16:50 10/23/2023 17:00 10/23/2023 16:40 10/23/2023.16:50) 10/23/202316:30) 10/23/2023: 16:40 10/23/2023 16:20] 10/23/2023 16:30 10/23/2023 16:10 10/23/20231 16:20] 10/23/2023 16:00 10/23/202316:10) 10/23/2023 15:50 10/23/2023 16:00 10/23/2023 15:40 10/23/2023 15:50 10/23/202315:30) 10/23/2023 15:40 10/23/202315:20 10/23/2023 15:30 10/23/2023 15:10] 10/23/2023 15:20 10/23/2023 15:00 10/23/2023 15:10 10/23/2023 14:50 10/23/2023 15:00 10/23/202314:40 10/23/20231 14:50 10/23/202314:30 10/23/2023 14:40 10/23/20231 14:20 10/23/20231 14:30 10/23/20231 14:10 10/23/20231 14:20 10/23/2023: 14:00 10/23/2023 14:10 10/23/2023 13:50 10/23/2023 14:00 10/23/2023 13:40 10/23/2023 13:50 10/23/202313:30) 10/23/202313:40 10/23/202313:20 10/23/2023 313:30 10/23/2023 13:10 10/23/202313:20) 10/23/2023 13:00 10/23/202313:10) 10/23/20231 12:50 10/23/202313:00) 10/23/2023 12:40 10/23/2023 12:50 10/23/202312:30 10/23/2023 12:40 10/23/202312:20 10/23/2023 12:30 10/23/202312:10) 10/23/2023 12:20 10/23/2023 12:00 10/23/2023 12:10 10/23/202311:50 10/23/2023 12:00 10/23/2023 11:40 10/23/2023: 11:50 10/23/2023: 11:30 10/23/2023 11:40 10/23/2023 11:20 10/23/2023: 11:30  45.3 55.9 45.3 55.4 45.3 56 45.3 55.7 45.3 55.9 45.3 57.3 45.3 56.1 45.3 57.4 45.3 57.9 45.3 56.2 45.3 55.6 45.3 55.8 45.3 55.8 45.3 55.3 45.3 56.3 45.3 57.6 45.3 56.3 45.3 57 45.3 56.3 45.3 56.1 45.3 55.3 45.3 56.6 45.3] 57.6 45.3 56.8 45.3 57.4 45.3 55.5 45.3 55.7 45.3 55.8 45.3 56.1 45.3 55.5 45.3 55.6 45.3 55.9 45.3 56.4 45.3 45.3 56.2 45.3 55.5 45.3 45.3 56.4 45.3 56.3 45.6 45.3 56.7 45.3 55.9 45.3 56.6 45.3 55.5 Page 13 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 48.1 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3]  57 56 59    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/23/2023 11:10 10/23/202311:20) 10/23/2023 11:00 10/23/202311:10) 10/23/20231 10:50 10/23/202311:0) 10/23/2023 10:40 10/23/2023 10:50 10/23/2023 10:30! 10/23/20231 10:40 10/23/2023 10:20 10/23/202310:30 10/23/2023 10:10 10/23/202310:20) 10/23/2023 10:00 10/23/2023 10:10 10/23/20239:50 10/23/2023 10:00 10/23/20239:40 10/23/20239:50 10/23/20239:30 10/23/20239:40 10/23/20239:20) 10/23/20239:30 10/23/20239:10 10/23/2023 9:20 10/23/20239:00 10/23/20239:10 10/23/2023 8:50 10/23/2023 9:00] 10/23/2023 8:40 10/23/2023 8:50 10/23/2023 8:30 10/23/2023 8:40 10/23/2023 8:20 10/23/20238:30 10/23/2023 8:10 10/23/2023 8:20 10/23/2023 8:00 10/23/2023 8:10 10/23/20237:50 10/23/20238 8:00 10/23/20237:40 10/23/20237:50 10/23/20237:30 10/23/20237:40 10/23/20237:20 10/23/20237:30) 10/23/2023.7:10) 10/23/20237:20 10/23/20237:00 10/23/20237:10 10/23/2023 6:40 10/23/2023 6:50 10/23/2023 6:30 10/23/2023 6:40 10/23/2023 6:20 10/23/2023 6:30 10/23/2023 6:00 10/23/2023 6:10 10/23/2023 5:50 10/23/2023 6:00 10/23/20235:40 10/23/20235:50 10/23/20235:30 10/23/20235:40 10/23/20235 5:20 10/23/2023 5:30 10/23/20235 5:10 10/23/2023 5:20 10/23/2023 5:00 10/23/2023 5:10 10/23/20234:50 10/23/2023 5:00 10/23/2023 4:40 10/23/2023 4:50 10/23/20234:30 10/23/20234:40) 10/23/20234:20) 10/23/20234:30) 10/23/20234:10 10/23/20234:20 10/23/2023 4:00 10/23/20234:10) 10/23/2023: 3:50 10/23/20234:00 10/23/2023 3:40 10/23/2023 3:50  45.3 56.1 45.3 55.6 45.3 56.7 45.3 45.3 55.8 45.3 55.7 45.3 56.7 45.3 56.6 45.3 55.9 45.3 56.7 45.3 58.2 45.3 57.3 45.7 60.8 45.3 56.6 49.5 61.6 45.3 58.7 45.3 57.3 45.3 59.5 45.3 58.3 45.3 56.41 48.3 61.7 45.3 58.3 58.1 45.3 45.3 59.2 45.3 57.9 45.3 57.8 45.3 58.6 45.3 58.5 48.2 60 45.3 56.4 45.3 57.5 45.3 56.3 45.3 55.9 45.3 45.3 45.3 56.6 45.3 56.6 45.3 56.1 45.3 57.4 45.3 57.1 45.3 57.9 45.3 45.3 56.8 45.3 57.5 45.3 56.7 Page 14 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.3 46.5 45.3 50.1 45.4 45.3 45.5 45.3 45.3 48.5 45.3 45.3 45.4 45.3 45.4 45.4 45.3 48.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.5 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 48.8 45.3 45.3] 45.3 45.3 45.3 48.2] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 48 45.3 45.3 45.3 45.3 57.4 45.3 45.3 45.3] 45.3] 45.3 45.3] 45.3 45.3 45.3] 45.3  56  60]    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/23/2023: 3:30 10/23/20233:40 10/23/20233:20) 10/23/20233:30 10/23/20233:10) 10/23/20233:20) 10/23/20233:00) 10/23/20233:10) 10/23/2023: 2:50 10/23/20233:00) 10/23/20232:40 10/23/20232:50 10/23/20232:30 10/23/20232:40 10/23/2023 2:20 10/23/2023: 2:30 10/23/2023: 2:10 10/23/2023: 2:20 10/23/20232:00 10/23/20232:10 10/23/20231:50 10/23/20232:00) 10/23/20231:40 10/23/20231 1:50 10/23/2023 1:30 10/23/2023.1:40) 10/23/20231:20 10/23/20231 1:30 10/23/20231:10 10/23/2023 1:20 10/23/20231:00 10/23/20231:10 10/23/20230:50 10/23/2023 1:00 10/23/20230:40 10/23/20230:50 10/23/20230:30 10/23/20230:40 10/23/2023 0:20 10/23/2023 0:30 10/23/2023 0:10 10/23/20230 0:20] 10/23/20230:00 10/23/2023 0:10 10/22/2023 23:50 10/23/2023 0:00 10/22/2023 23:40 10/22/2023 23:50 10/22/2023 23:30 10/22/2023: 23:40 10/22/2023 23:20 10/22/2023: 23:30 10/22/2023 23:10 10/22/2023 23:20 10/22/2023 23:00 10/22/2023: 23:10 10/22/202322:50, 10/22/202323:00, 10/22/202322:40) 10/22/202322:50) 10/22/2023 22:30 10/22/202322:40) 10/22/202322:20 10/22/202322:30) 10/22/202322:10 10/22/202322:20) 10/22/202322:00 10/22/202322:10 10/22/2023 21:50 10/22/2023: 22:00 10/22/20232 21:40 10/22/202321:50) 10/22/202321:30 10/22/202321:40 10/22/20232 21:20] 10/22/202321:30) 10/22/20232 21:10 10/22/202321:20) 10/22/202321:00 10/22/202321:10) 10/22/20232 20:50 10/22/202321:00, 10/22/2023 20:40 10/22/2023: 20:50 10/22/20232 20:30 10/22/20232 20:40 10/22/2023 20:20 10/22/2023 20:30  45.3 55.7 45.3 57.2 45.3 58.1 45.3 55.7 45.3 57.3 45.3 54.8 45.3 55.8 45.3 56.9 45.3 56.7 45.3 55.1 45.4 59 45.3 56.2 45.3 55.9 45.3 55.5 59 70.8 45.3 56.1 45.3 56.1 45.3 57.2 45.3 57.4 45.3 55.1 45.3 57.1 45.3 56.4 45.3 56 45.3 56.7 45.3 57.8 45.3 57.1 45.3 56 45.3 57.5 45.3 56 45.3 57.6 45.3 56.4 45.3 56.6 45.3 56.7 45.3 57.3 45.3 58 45.3 58.8 45.3 58 45.3 58.5 45.3 59.5 45.3 58.1 45.3 59 45.3 59.3 46.2 60.8 45.3 57.9 Page 15 of26  45.3 45.3 45.4] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 46 45.3 45.3 45.3 60 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.5 45.5 45.6 45.4 45.6 45.3 45.4 45.6 47.4 45.3  45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 57.9 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.5] 45.3    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/22/202320:10) 10/22/202320:20) 10/22/202320:00 10/22/202320:10 10/22/2023 19:50 10/22/2023 20:00 10/22/2023 19:40 10/22/2023 19:50 10/22/20231 19:30 10/22/202319:40) 10/22/2023 19:20 10/22/2023 19:30 10/22/2023 19:10 10/22/202319:20) 10/22/2023 19:00] 10/22/2023 19:10 10/22/2023 18:50 10/22/2023 - 19:00 10/22/2023 18:40 10/22/2023 18:50 10/22/2023 18:30 10/22/2023 18:40 10/22/202318:20 10/22/2023 18:30 10/22/202318:10 10/22/2023 18:20 10/22/20231 18:00 10/22/2023 18:10 10/22/202317:50 10/22/2023 18:00 10/22/202317:40) 10/22/202317:50, 10/22/202317:30 10/22/202317:40) 10/22/202317:20 10/22/2023: 17:30 10/22/202317:10) 10/22/202317/:20) 10/22/202317:00) 10/22/202317:10) 10/22/2023 16:50 10/22/2023: 17:00 10/22/2023 16:40 10/22/2023 16:50 10/22/2023 16:30 10/22/2023 16:40 10/22/2023 16:20] 10/22/20231 16:30 10/22/2023 16:10 10/22/2023 16:20 10/22/2023 16:00 10/22/2023 16:10 10/22/202315:50 10/22/202316:00 10/22/2023 15:40 10/22/2023 15:50 10/22/2023 15:30 10/22/2023 15:40 10/22/2023: 15:20 10/22/2023 15:30 10/22/202315:10 10/22/202315:20) 10/22/202315:00 10/22/2023 15:10 10/22/2023 14:50 10/22/2023 15:00 10/22/2023 14:40 10/22/2023 14:50 10/22/2023 14:30 10/22/202314:40) 10/22/2023 14:20] 10/22/2023 14:30 10/22/2023 14:10 10/22/2023 14:20 10/22/2023 14:00 10/22/2023 14:10 10/22/202313:50) 10/22/202314:00, 10/22/2023 13:40 10/22/2023 13:50 10/22/2023 13:30 10/22/2023 13:40 10/22/202313:20 10/22/202313:30) 10/22/202313:10 10/22/202313:20) 10/22/20231 13:00 10/22/2023 13:10  45.3 57.9] 45.3 57.3 45.3 56.5 45.3 56.7 45.3 56.7 45.3 45.3 57.9 45.3 58.9] 45.3 58.1 45.3 58.5 45.3 45.3 57.5 45.3 59.4 45.3 45.3 59.2 45.8 59.9 45.3 45.3 57.9] 45.3 59.2 45.3 58.5 45.3 58.1 45.8 60.3 53 65.6 45.3 56.8 45.3 58.3 45.3 59.4 45.3 57 45.3 56.7 45.3 57.6 45.3 57.2 48.7 62.6 45.3 58.9 48.2 60.8 45.3 58.1 45.3] 57 50.1 63.3 45.3 58.5 51.4 64.4 45.3 57.6] 45.3 59.6 45.3 57.3 45.3 57.5 45.3 59.5 45.3 57.9 Page 16 of26  45.3 45.3 45.3 45.3 45.3 45.5] 45.3 45.3 45.5 45.4 45.4 45.3 45.7 45.3 45.3 46.6 45.4 45.5 45.3 45.3 45.3 47.8 53.5 45.3 45.3 45.4 45.3 45.3 45.3 45.3 49.7 45.3 48.3 45.3 45.3 50.2 45.3 51.8 45.3 45.4 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 52.8 45.3 45.3 45.3 45.3 45.3 45.3 45.3 48.3 45.3 48 45.3 45.3 50 45.3 51.2 45.3 45.3 45.3 45.3 45.3 45.3  59  58 58 58    Expansion-1 Start Time  End Time  LEQ (dB) Lpk( (dB) Lmax (dB) Lmin (dB)  10/22/20231 12:50 10/22/202313:00) 10/22/2023 12:40 10/22/202312:50, 10/22/2023 12:30] 10/22/202312:40, 10/22/2023 12:20 10/22/202312:30 10/22/202312:10 10/22/202312:20) 10/22/2023 12:00 10/22/20231 12:10 10/22/2023 11:50 10/22/202312:00) 10/22/2023 11:40 10/22/20231 11:50 10/22/202311:30, 10/22/2023 11:40 10/22/2023 11:20 10/22/2023 11:30 10/22/2023 11:10 10/22/2023 11:20 10/22/202311:00 10/22/2023 11:10 10/22/202310:50 10/22/202311:00) 10/22/2023 10:40 10/22/2023 10:50 10/22/2023 10:30 10/22/2023 10:40 10/22/202310:20 10/22/202310:30) 10/22/202310:10) 10/22/202310:20) 10/22/2023 10:00 10/22/2023: 10:10 10/22/2023 9:50] 10/22/2023 10:00 10/22/20239:40 10/22/20239:50 10/22/20239:30 10/22/20239:40) 10/22/2023 9:20 10/22/20239:30) 10/22/2023 9:10 10/22/20239 9:20 10/22/20239:00 10/22/20239:10) 10/22/2023 8:50 10/22/2023 9:00 10/22/2023 8:40 10/22/20238:50 10/22/20238 8:30 10/22/20238:40 10/22/20238:20 10/22/20238:30 10/22/20238 8:10 10/22/2023 8:20 10/22/20238:00 10/22/2023 8:10 10/22/20237:50) 10/22/2023 8:00 10/22/20237:40 10/22/20237:50 10/22/20237:30) 10/22/2023 7:40 10/22/20237:20) 10/22/20237:30 10/22/20237:10) 10/22/20237:20 10/22/20237:00, 10/22/20237:10) 10/22/2023 6:50 10/22/20237:00) 10/22/2023 6:40 10/22/2023 6:50 10/22/2023 6:30 10/22/2023 6:40 10/22/2023 6:20] 10/22/2023 6:30 10/22/2023 6:10 10/22/2023 6:20 10/22/20236:00 10/22/20236:10 10/22/20235:50 10/22/20236:00 10/22/2023 5:40 10/22/20235:50  45.3 57.6 48.3 60.3 45.3 59.8 45.3 57.4 45.3 59.3 55.1 69.1 48.8 61.7 50.9 63.4 52.2 64.6 45.3 57.6 50 63.4 46.1 60.2 53 66.5 45.3 58.9 48.3 63.9 45.3 57.6 45.3 57.8 45.3 56.9 48.4 61.4 45.3 58.8 45.3 58.6 48.3 62.7 45.3 58.3 45.3 56.8 45.3 56.5 45.3 45.3 56.2 45.3 55.7 45.3 55.7 45.3 55.3 45.3 55.4 45.3 56.3] 45.3 57.3 45.3 55.3 45.3 57.2 45.3 56.6 45.3 55.8 45.3 58 45.3 56.6 45.3 55.1 45.3 55.2 45.3 56.2 45.3 55.3 45.3 56.8 Page 170 of26  45.3 48.3 45.5 45.3 45.3 56.2 49.3 51.3 52.4 45.3 50.1 46.9 53.3 45.4 48.4 45.3] 45.3 45.3 49.1 45.3 45.3 48.6 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 48.2 45.3 45.3 45.3 54.4 48.3 50 52 45.3 49.8 45.3 52.9 45.3 48.2 45.3 45.3 45.3 48.3 45.3 45.3 48.3 45.3] 45.3] 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3] 45.3] 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3]  56    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/22/20235:30 10/22/2023 5:40 10/22/20235:20 10/22/2023 5:30 10/22/20235:10 10/22/2023 5:20] 10/22/20235:00 10/22/20235:10 10/22/20234:50 10/22/20235:00 10/22/2023 4:40 10/22/2023 4:50 10/22/2023 4:30 10/22/2023 4:40 10/22/20234:20 10/22/2023 4:30 10/22/2023 4:10 10/22/2023 4:20 10/22/2023 4:00 10/22/2023 4:10 10/22/20233:50 10/22/2023 4:00 10/22/20233:40 10/22/20233:50 10/22/2023 3:30 10/22/20233:40 10/22/2023: 3:20 10/22/20233:30 10/22/20233:10 10/22/20233:20 10/22/20233:00 10/22/20233:10 10/22/2023 2:50 10/22/2023 3:00 10/22/2023: 2:40 10/22/20232:50 10/22/20232:30 10/22/20232:40 10/22/20232:20 10/22/20232:30 10/22/2023 2:10 10/22/2023: 2:20 10/22/2023: 2:00 10/22/20232 2:10 10/22/20231:50 10/22/20232:00 10/22/20231:40 10/22/2023 1:50 10/22/2023 1:30 10/22/2023 1:40 10/22/2023: 1:20 10/22/2023 1:30 10/22/20231:10 10/22/20231:20 10/22/20231:00) 10/22/20231 1:10 10/22/20230:50 10/22/2023 1:00 10/22/20230:40 10/22/20230 0:50 10/22/20230:30 10/22/20230 0:40 10/22/20230:20 10/22/2023 0:30 10/22/20230:10 10/22/20230:20 10/22/20230:00 10/22/20230:10 10/21/202323:50 10/22/20230:00 10/21/2023 23:40 10/21/2023: 23:50 10/21/2023 23:30 10/21/2023 23:40 10/21/202323:20 10/21/202323:30 10/21/202323:10 10/21/20232 23:20 10/21/202323:00) 10/21/202323:10) 10/21/202322:50) 10/21/202323:00 10/21/202322:40) 10/21/202322:50) 10/21/2023 22:30] 10/21/2023 22:40 10/21/202322:20) 10/21/2023 22:30  45.3 55.5 45.3 55.7] 45.3 56.7 45.3 56.6 45.3 55.1 45.3 55.6 45.3 55.5 45.3 56.3 45.3 55.7 45.3 55.3 45.3 55.3 45.3 54.8 45.3 55.9 45.3 55.3 45.3 55.1 45.3 55.3 45.3 55.3 45.3 55.4 45.3 56.7 45.3 55.4 45.3 56 45.3 55.5 45.3 55.3 45.3 56 45.3 55.7 45.3 56.4 45.3 55.9 45.3 56.3 45.3 56.9 45.3 57.1 45.3 55.4 45.3 55.6 45.3 56.1 45.3 55.71 45.3 57.7 45.3 56.7 45.3 45.3 57.4 45.3 56.9 45.3] 57.2 45.3 57.6 45.3 56.7 45.3 57.6 45.3 57.7 Page 18 of2 26  45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3]  58    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/21/202322:10 10/21/202322:20) 10/21/2023 22:00 10/21/2023 22:10] 10/21/202321:50) 10/21/202322:00) 10/21/202321:40 10/21/202321:50) 10/21/202321:30 10/21/202321:40 10/21/202321:20 10/21/2023 21:30 10/21/202321:10) 10/21/2023 21:20] 10/21/202321:00 10/21/202321:10) 10/21/202320:50 10/21/202321:00, 10/21/2023 20:40] 10/21/2023: 20:50 10/21/2023 20:30 10/21/202320:40) 10/21/202320:20 10/21/202320:30) 10/21/2023 20:10 10/21/2023 20:20 10/21/2023 20:00 10/21/2023 20:10 10/21/2023 19:50 10/21/2023 20:00 10/21/202319:40) 10/21/202319:50) 10/21/2023 19:30 10/21/2023 19:40 10/21/2023 19:20 10/21/2023: 19:30 10/21/2023 19:10 10/21/2023: 19:20] 10/21/2023: 19:00 10/21/2023 19:10 10/21/2023 18:50 10/21/2023 19:00 10/21/2023 18:40 10/21/2023 18:50 10/21/202318:30) 10/21/202318:40; 10/21/202318:20) 10/21/2023 18:30 10/21/2023 18:10 10/21/2023 18:20 10/21/2023 18:00 10/21/2023 18:10 10/21/2023 17:50 10/21/2023 18:00 10/21/2023: 17:40 10/21/2023 17:50 10/21/2023 17:30] 10/21/202317:40, 10/21/2023 17:20] 10/21/2023 17:30 10/21/20231 17:10 10/21/202317:20 10/21/2023 17:00] 10/21/202317:10 10/21/2023 16:50 10/21/202317:00, 10/21/2023 16:40 10/21/202316:50) 10/21/202316:30 10/21/202316:40) 10/21/20231 16:20 10/21/2023 16:30 10/21/202316:10 10/21/2023 16:20 10/21/202316:00) 10/21/202316:10 10/21/202315:50 10/21/202316:00) 10/21/2023 15:40 10/21/2023: 15:50 10/21/2023: 15:30] 10/21/202315:40 10/21/202315:20) 10/21/202315:30 10/21/202315:10 10/21/2023 15:20] 10/21/2023 15:00 10/21/2023 15:10  45.3 55.8 45.3 55.8 45.3 55.7 45.3 55.5 45.3 57.1 45.3 56.4 45.3 56.1 45.3 56.4 45.3 56.2 45.3 45.3 55.1 45.3 56.3 45.3 55.7 45.3 55.9] 45.3 57.1 45.3 56.6 45.3 56.8 45.3 56.8 45.3 57.6 45.3 56.6 45.3 56.6 45.3 57.7 45.3 57.1 45.3 56.7 45.3 56.9 45.3 57 45.3 57.1 45.3 57.3 45.3 57.6 45.3 58 45.3 58.7 45.3 59.4 52.8 67.7 48.3 61.1 45.3 56.6 45.3 57.5 45.3 45.3 45.3 57.8 45.3 59.1 45.3 61.9 48.4 45.3 57.2 66.2 53.1 59.4 45.4 Page 19 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 53.3 48.3 45.3 45.3 45.3 45.3 45.3 45.3 48.3 45.3 52.7 45.3  45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 52.2 48.2] 45.3 45.3 58.5 45.3 45.3 45.3 48.3 45.3 53 45.3  56  57    Expansion-1 Start Time  End Time  LEQ (dB) Lpk( (dB) Lmax (dB) Lmin (dB)  10/21/20231 14:50 10/21/202315:00) 10/21/2023 14:40 10/21/202314:50 10/21/2023 14:30 10/21/202314:40; 10/21/2023 14:20 10/21/2023 14:30 10/21/202314:10 10/21/202314:20 10/21/2023 13:50 10/21/2023 - 14:00 10/21/2023 13:40 10/21/202313:50, 10/21/2023 13:30 10/21/2023 13:40 10/21/202313:20, 10/21/202313:30) 10/21/2023 13:10 10/21/2023 13:20 10/21/2023 13:00 10/21/2023 13:10 10/21/202312:50 10/21/202313:00 10/21/202312:40 10/21/2023 12:50 10/21/2023 12:30 10/21/2023 12:40 10/21/202312:20) 10/21/2023 12:30 10/21/202312:10 10/21/202312:20, 10/21/202312:00 10/21/202312:10 10/21/2023 11:50 10/21/2023: 12:00 10/21/202311:40 10/21/2023: 11:50 10/21/202311:30 10/21/202311:40 10/21/202311:20) 10/21/20231 11:30 10/21/2023 11:10 10/21/2023 11:20 10/21/2023 10:50 10/21/2023 11:00 10/21/202310:40) 10/21/2023 10:50 10/21/2023 10:30] 10/21/2023 10:40 10/21/2023 10:20 10/21/20231 10:30 10/21/2023: 10:10 10/21/202310:20 10/21/202310:00 10/21/202310:10 10/21/20239 9:50! 10/21/2023 10:00] 10/21/20239:40 10/21/20239:50 10/21/20239:30) 10/21/20239:40 10/21/20239:20 10/21/20239:30 10/21/20239:10 10/21/2023 - 9:20 10/21/20239:00 10/21/20239:10 10/21/20238:50 10/21/20239:00 10/21/20238:40 10/21/2023 8:50 10/21/2023 8:30 10/21/2023 8:40 10/21/2023 8:20 10/21/2023 8:30 10/21/2023 8:10 10/21/2023 8:20] 10/21/2023 8:00 10/21/2023 8:10 10/21/20237:50 10/21/20231 8:00 10/21/20237:40 10/21/20237:50 10/21/20237:30 10/21/20237:40 10/21/20237:20 10/21/20237:30  45.3 57.7 45.3 58.5 45.41 59.2 45.4 59.5 45.4 59.6 45.4 59.1 52.2 64.4 47.8 48.1 47.2 60.4 45.3 46.3 50.9 65.9] 48.3 62.2 61.2 46.1 48.3 61.2 45.8 61.6 52.8 65.4 58.4 45.3 45.3 57.7 45.3 60.4 58.1 45.3 45.3 45.3 61.5 48.7 62.4 48.3 45.3 58.9 45.3 45.3 45.3 45.3 60.3 45.4 45.3 45.3 50.9 64.4 45.3 45.3 59.5 45.3 57.6 46.1 63.2 45.3 58.2 45.3 58.6 45.3 45.3 56.6 45.3 56.5 45.3 56.7 45.3 56.1 45.3 58.2 45.3 57.2 45.3 55.7 45.3 56.6 Page 20 of26  45.3 45.3 45.9 45.8 45.8 46 52.4 60.6 47.9 60.2 52.4 48.8 45.3 48.5 46.8 53.5 45.3 45.3 45.4 45.3 57.8 48.3 45.3 45.3 45.3 58.5 45.3 45.3 51.4 45.3 45.4 45.3 47 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 52 48.4 46.3 47.7 51.7 47.9 46.3 48.2 45.3 52.1 45.3 45.3 45.3 45.3 45.3 48.4 47.7 45.3 58 45.3 45.3 65.4 50 45.3] 45.3 45.3 45.7 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3  58  60    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/21/20237:10) 10/21/20237:20) 10/21/20237:00) 10/21/20237:10 10/21/20236:50 10/21/20237:00 10/21/20236:40) 10/21/20236:50 10/21/2023 C 6:30 10/21/2023 6:40 10/21/2023 6:20 10/21/2023 6:30 10/21/2023 6:10 10/21/2023 6:20] 10/21/20236:00 10/21/2023 6:10 10/21/2023 5:50 10/21/2023 6:00 10/21/2023 5:40] 10/21/2023 5:50 10/21/2023 5:30 10/21/20235:40 10/21/20235:20 10/21/20235:30 10/21/2023 5:10 10/21/20235:20 10/21/2023 5:00 10/21/2023 5:10 10/21/20234:50 10/21/20235:00, 10/21/20234:40) 10/21/20234:50 10/21/20234:30 10/21/2023 4:40 10/21/20234:20 10/21/20234:30 10/21/20234:10 10/21/20234:20 10/21/20234:00 10/21/20234:10 10/21/20233:50 10/21/20234 4:00 10/21/20233:40 10/21/2023 3:50 10/21/20233:30 10/21/20233:40 10/21/2023 3:20 10/21/2023 3:30 10/21/20233:10 10/21/20233:20 10/21/20233:00 10/21/20233:10 10/21/20232:50 10/21/20233:00 10/21/20232:40) 10/21/20232 2:50 10/21/20232:30 10/21/20232:40) 10/21/20232:20) 10/21/20232:30) 10/21/20232:10 10/21/20232:20 10/21/20232:00) 10/21/20232 2:10 10/21/20231:50 10/21/20232:00 10/21/20231:40 10/21/20231:50 10/21/20231:30) 10/21/20231 1:40 10/21/20231:20) 10/21/2023 1:30 10/21/2023 1:10 10/21/2023 1:20 10/21/20231:00 10/21/2023 1:10 10/21/2023 0:50 10/21/20231:00 10/21/2023 0:40 10/21/20230:50 10/21/20230:30 10/21/20230:40 10/21/20230:20 10/21/20230:30 10/21/20230:10 10/21/20230:20 10/21/2023 0:00 10/21/20230:10  45.3 55.9 45.3 56.8 45.3 56.1 45.3 56.2 45.3 56.2 45.3 55.9 45.3 55.7 45.3 56.4 45.3 56.2 45.3 54.9 45.3 56.2 45.3 55.3 45.3 56.1 45.3 57.6 45.3 55.7 45.3 56.1 45.3 56.2 45.3 57.1 45.3 57.3 45.3 56.3 45.3 57.2 45.3 57 45.3 55.9 45.3 56.7 45.3 59.5 45.3 57.2 45.3 59.7 45.3 56.1 45.3 56.9] 45.3 57.7 45.3 56.6 45.3 57.1 45.3 56.9 45.3 57.3 45.3 56.8 45.3 57.5 45.3 58.1 45.3 57.6 45.3 57.4 45.3 64.7 45.3 57.8 45.3 59 45.3 58 45.3 57.8 Page 21 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.5 45.3 45.3 45.3 45.3  45.3 45.3] 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/202323:50) 10/21/20230:00) 10/20/2023 23:40 10/20/2023 23:50 10/20/2023 23:30 10/20/202323:40) 10/20/202323:20 10/20/202323:30) 10/20/2023 23:10 10/20/202323:20 10/20/2023 23:00 10/20/2023 23:10 10/20/2023 22:50 10/20/2023: 23:00 10/20/202322:40) 10/20/202322:50) 10/20/2023 22:30 10/20/2023 22:40 10/20/2023 22:20 10/20/2023: 22:30 10/20/2023: 22:10 10/20/202322:20) 10/20/2023: 22:00 10/20/2023: 22:10 10/20/2023 21:50 10/20/2023: 22:00 10/20/2023 21:40 10/20/202321:50 10/20/202321:30 10/20/202321:40 10/20/202321:20 10/20/202321:30, 10/20/2023 21:10 10/20/202321:20, 10/20/2023 21:00 10/20/202321:10 10/20/2023 20:50 10/20/202321:00 10/20/2023. 20:40! 10/20/2023 20:50 10/20/2023 20:30! 10/20/2023 20:40! 10/20/2023 20:20 10/20/2023 20:30 10/20/202320:10 10/20/202320:20) 10/20/2023 20:00 10/20/2023 20:10 10/20/2023 19:50 10/20/202320:0) 10/20/202319:40 10/20/2023 19:50 10/20/202319:30 10/20/20231 19:40 10/20/2023 19:20 10/20/2023 19:30 10/20/2023 19:10 10/20/2023 19:20 10/20/202319:00 10/20/202319:10) 10/20/202318:50 10/20/202319:00) 10/20/2023 18:40] 10/20/2023 18:50 10/20/2023 18:30 10/20/2023 18:40 10/20/2023 18:20] 10/20/2023 18:30 10/20/2023 18:10 10/20/2023 18:20 10/20/2023 18:00 10/20/20231 18:10 10/20/2023 17:50 10/20/2023 18:00 10/20/20231 17:40 10/20/202317:50) 10/20/2023 17:30] 10/20/202317:40, 10/20/202317:20 10/20/202317:30) 10/20/202317:10 10/20/202317:20) 10/20/202317:00 10/20/202317:10) 10/20/2023 16:50 10/20/2023 17:00 10/20/2023 16:40 10/20/2023 16:50  45.3 58.7 45.3 45.3 57.4 45.3 56.9 45.3 57.8 45.3 58.7 45.3] 58.9 45.3 57.2 45.3 57 45.3 58.41 45.3 63.4 45.4 62.2 45.5 73.4 45.3 60.3 45.3 67.9 45.4 71.8 45.3] 61.2 47.6 60.9 45.3 58.4 45.3 45.3 57.1 45.3 59.7 45.3 60.7 46.7 79.2 45.3 61.9 45.3 59.4 45.3 58.7 45.3 67.6 45.3 62.7 45.3 58.4 45.3 57.7 45.3 64.4 45.6 45.3 63.6 45.3 60.3 45.3 63.7 48.6 75.7 62.9 81.4 60.4 75.2 45.3 56.7 45.3 57.1 45.3 58.1 45.3 57.8 45.3 58.31 Page 22 of26  45.4 45.3 45.3 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.5 46.61 47.5 45.4 45.9 46.6 45.4 48.4 45.3 45.5 45.3 45.4 45.8 51.1 45.6 45.5 45.3 46 45.7 45.3 45.3 45.6 47.4 45.41 45.4 45.6 50.3 63.6 60.9] 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 47.9] 62.5 59.9 45.3 45.3 45.3 45.3] 45.3]  58  64  69    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/2023 16:30 10/20/202316:40, 10/20/2023 16:20 10/20/2023 16:30 10/20/2023 16:10! 10/20/2023 16:20 10/20/202316:00 10/20/202316:10) 10/20/2023 15:50 10/20/2023 16:00 10/20/2023 15:40 10/20/2023 15:50 10/20/2023 15:30 10/20/2023 15:40 10/20/202315:20 10/20/202315:30) 10/20/2023 15:10 10/20/2023 15:20 10/20/2023 15:00] 10/20/2023 15:10 10/20/202314:50 10/20/202315:00) 10/20/202314:40 10/20/202314:50 10/20/2023 14:30] 10/20/2023 14:40 10/20/202314:20 10/20/2023 14:30 10/20/202314:10 10/20/202314:20, 10/20/202314:00 10/20/202314:10) 10/20/2023 13:50 10/20/2023 14:00 10/20/202313:40 10/20/202313:50) 10/20/202313:30 10/20/2023: 13:40 10/20/2023 13:20 10/20/2023 13:30 10/20/2023 13:10 10/20/2023 13:20 10/20/2023: 13:00 10/20/2023 13:10 10/20/202312:50) 10/20/202313:00) 10/20/2023: 12:40 10/20/20231 12:50 10/20/2023 12:30 10/20/20231 12:40 10/20/202312:20) 10/20/202312:30) 10/20/202312:10 10/20/2023 12:20 10/20/202312:00 10/20/2023 12:10 10/20/2023: 11:50 10/20/2023 12:00 10/20/202311:40 10/20/202311:50) 10/20/202311:30 10/20/2023 11:40 10/20/2023 11:20 10/20/202311:30) 10/20/2023 11:10 10/20/202311:20) 10/20/2023 11:00 10/20/202311:10 10/20/2023 10:50 10/20/2023 11:00 10/20/2023 10:40 10/20/2023 10:50 10/20/2023 10:30 10/20/2023 10:40 10/20/202310:20) 10/20/2023 10:30 10/20/2023 10:10 10/20/2023 10:20 10/20/202310:00) 10/20/2023 10:10 10/20/2023 9:50 10/20/2023 10:00 10/20/2023 9:40 10/20/20239:50 10/20/2023: 9:30 10/20/2023 9:40 10/20/2023 9:20 10/20/20239:30)  45.8 61.1 45.3 56.7 45.3 56.4 45.3 56.9 45.3 56.4 45.3 57.1 45.3 56.9 45.3 56.4 45.3 56.5 45.3 56.5 45.3 57.5 45.3 57 45.3 57.4 45.3 58.71 45.3 56.9 45.3 57.3 45.3 59.5 45.3 57.3 45.3 58.5 45.3 58.1 45.3 56.9] 45.3 57.9] 45.3 59.2 45.3] 58.9 45.3 57.3 45.3 58.1 45.3 58.1 45.3 57.4 45.3 58 45.3 57.9 45.3 58.2 45.3 57.4 45.3 56.9 45.3 56.6 45.3 56.2 45.3 57 45.3 56.8 45.3 58.3 45.3 56.5 45.3 57.1 45.3 56.7 45.3 59.4 45.3 58.7 45.3 56.5 Page 23 of26  47.7 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.6 45.3 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.4 45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.6 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/20239:10 10/20/2023 39:20 10/20/2023.9:00 10/20/20239:10 10/20/20238:50 10/20/20239 9:00 10/20/20238:40 10/20/2023 8:50 10/20/20238:30 10/20/2023 8:40 10/20/2023 8:20 10/20/2023 8:30 10/20/20238:10 10/20/20238 8:20 10/20/2023 8:00 10/20/2023 8:10 10/20/2023: 7:50 10/20/2023 8:00 10/20/20237:40 10/20/20237 7:50 10/20/20237:30 10/20/20237:40 10/20/20237:20 10/20/20237:30 10/20/20237:10 10/20/20237:20) 10/20/20237:00 10/20/2023 7:10 10/20/2023 6:50 10/20/20237:00) 10/20/2023 6:40 10/20/2023 6:50 10/20/20236:30 10/20/2023 6:40 10/20/20236:20 10/20/2023 6:30 10/20/20236:10 10/20/2023 6:20 10/20/2023 6:00 10/20/2023 6:10 10/20/2023 5:50 10/20/2023 6:00 10/20/2023 5:40 10/20/20235 5:50 10/20/2023 5:30 10/20/2023 5:40 10/20/2023 5:20 10/20/2023 5:30 10/20/2023 5:10 10/20/20235:20 10/20/20235:00 10/20/20235:10 10/20/20234 4:50 10/20/20235:00 10/20/2023 4:40 10/20/2023 4:50 10/20/20234 4:30 10/20/2023 4:40 10/20/20234:20 10/20/2023 4:30] 10/20/20234:10 10/20/2023 4:20 10/20/20234:00) 10/20/20234:10 10/20/20233:50) 10/20/20234:00 10/20/20233:40 10/20/20233:50 10/20/20233:30) 10/20/2023 3:40 10/20/20233:20 10/20/20233 3:30 10/20/20233:10 10/20/20233:20 10/20/2023 3:00] 10/20/20233:10 10/20/20232 2:50 10/20/2023: 3:00 10/20/20232:40 10/20/2023 2:50] 10/20/20232:30) 10/20/2023 2:40 10/20/20232:20) 10/20/20232:30 10/20/20232:10) 10/20/2023 2:20 10/20/2023: 2:00] 10/20/2023 2:10]  45.3 56.7 45.3 57.4 45.3 57.4 45.3 57.5 45.3 57 45.3 56.7 45.3 57 45.3 56.6 45.3 55.7 45.3 57.1 45.3 56.2 45.3 56.7 45.3 56.1 45.3 57.1 45.3 58.5 45.3 55.9 45.3 57.9 45.3 57.7 45.3 45.3 57.7 45.3 56.7 45.3 45.3 58.1 45.3 57.5 45.3 56.9 45.3 56.4 45.3 56.4 45.3 57.3 45.3 57.5 45.3 57.7 45.8 59.7 45.3 56.7 45.3 58.1 45.3 57.3 45.3 57 45.3 58 45.3 58 45.3 57.5 45.3 56.7 45.3 56.7 45.3 56.6 45.3 56.5 45.3 56.4 45.3 57.3 Page 24 of26  45.3 45.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 47.4 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3  58 57    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/2023: 1:50 10/20/2023 2:00 10/20/2023 1:40 10/20/20231 1:50 10/20/20231:30 10/20/20231 1:40 10/20/20231:20 10/20/20231:30 10/20/20231:10 10/20/2023: 1:20 10/20/20231:00) 10/20/2023 1:10 10/20/20230:50) 10/20/20231 1:00 10/20/20230:40 10/20/20230 0:50 10/20/2023 0:30 10/20/2023 0:40 10/20/2023 0:20 10/20/2023 0:30 10/20/20230:10 10/20/20230 0:20 10/20/20230:00 10/20/20230:10 10/19/2023 23:50 10/20/20230:00 10/19/2023 23:40] 10/19/2023 23:50 10/19/2023: 23:30] 10/19/202323:40) 10/19/2023 23:20 10/19/2023 23:30 10/19/2023 23:10 10/19/202323:20 10/19/202323:00) 10/19/202323:10 10/19/2023: 22:50 10/19/202323:00 10/19/2023 22:40] 10/19/202322:50 10/19/2023: 22:30 10/19/202322:40) 10/19/202322:20 10/19/202322:30) 10/19/202322:10 10/19/202322:20) 10/19/2023: 22:00 10/19/202322:10) 10/19/202321:50) 10/19/202322:00 10/19/202321:40) 10/19/202321:50 10/19/2023: 21:30] 10/19/2023 21:40 10/19/2023 21:20 10/19/202321:30) 10/19/202321:10 10/19/2023 21:20 10/19/202321:00 10/19/202321:10 10/19/2023 20:50] 10/19/2023 21:00 10/19/202320:40 10/19/202320:50) 10/19/202320:30) 10/19/202320:40) 10/19/202320:20) 10/19/202320:30) 10/19/20232 20:10 10/19/202320:20) 10/19/2023 20:00] 10/19/202320:10 10/19/202319:50 10/19/202320:00) 10/19/2023 19:40 10/19/202319:50 10/19/2023 19:30 10/19/202319:40) 10/19/2023 19:20] 10/19/202319:30 10/19/2023 19:10] 10/19/202319:20 10/19/2023 19:00 10/19/2023 19:10 10/19/2023 18:50 10/19/2023 19:00 10/19/2023 18:40 10/19/2023 18:50  45.3 56.1 45.3 55.4 45.3 57.3 45.3 56.6 45.3 45.3 55.6 45.3 56.2 45.3] 55.8 45.3 55.8 45.3 56.1 45.3 56.1 45.3 55.8 45.3 56.2 45.3 56.5 45.3 56.1 45.3 57.1 45.3] 57.2 45.3 57.5 45.3 57.7 45.3 57.8 45.3 57.7 45.3 57.3 45.3 59.4 45.3 59.1 45.3 59.4 45.3 59.3 45.3 57.6 45.3 57.9 45.3 45.3 59.3 45.3 58.3 45.8 59.7 45.4 59.2 45.5 61 45.5 60.1 45.4 60.4 45.4 60.7 45.4 59.3 45.3 58.6 45.5 59.8 46.1 59.9 45.3 59.1 45.3 45.3 59.8 Page 25 of26  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.6 45.3 45.6 45.3 45.3 45.3 45.4 45.4 45.4 46.7 46.1 46.5 46.8 46 46.1 46 45.4 46.1 47.3] 45.7 45.6 45.5  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 45.3 45.3 45.3 45.3] 45.3] 45.3 45.3 45.3 45.3 45.3  56  58  59    Expansion-1 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/19/2023 18:30 10/19/2023 18:40 10/19/2023 18:20 10/19/2023 18:30 10/19/2023 18:10 10/19/2023 18:20 10/19/20231 18:00 10/19/202318:10 10/19/2023 17:50 10/19/2023 18:00 10/19/2023 17:40 10/19/20231 17:50 10/19/2023: 17:30 10/19/202317:40) 10/19/202317:20 10/19/202317:30) 10/19/202317:10 10/19/202317:20) 10/19/202317:00) 10/19/202317:10) 10/19/202316:50) 10/19/202317:00) 10/19/202316.40) 10/19/202316:50; 10/19/20231630) 10/19/20231 16:40 10/19/2023 16:20] 10/19/2023 16:30 10/19/202316:10 10/19/202316:20 10/19/20231 16:00 10/19/2023 16:10 10/19/2023 15:50 10/19/2023 16:00 10/19/202315:40) 10/19/2023 15:50 10/19/202315:30) 10/19/2023 15:40 10/19/20231 15:20 10/19/2023 15:30 10/19/2023 15:10 10/19/2023 15:20 10/19/2023: 15:00 10/19/2023: 15:10 10/19/2023: 14:50 10/19/202315:00) 10/19/2023 14:40 10/19/2023 14:50 10/19/2023 14:30 10/19/202314:40) 10/19/202314:20) 10/19/202314:30) 10/19/202314:10) 10/19/2023 14:20 10/19/2023 14:00 10/19/2023 14:10 10/19/2023 13:50] 10/19/2023 14:00 10/19/202313:40 10/19/202313:50) 10/19/2023 13:30 10/19/2023 13:40 10/19/2023 13:20 10/19/2023 13:30 10/19/2023 13:10 10/19/2023 13:20 10/19/2023 13:00 10/19/2023 13:10  45.3 57.9 45.3 58.9 45.3 58.4 45.3 58.1 45.3 59.2 45.3 57.7 45.3 57.7 45.3 59.7 45.3 59.8 45.3 57.8 45.3] 57.6 45.3 56.5 45.5 58.9 45.3 56.5 45.3 56.8 45.3 57.1 45.3 56.3 45.3 57.4 45.3 57.4 45.3 57 45.4 59.3 45.3 57.3 45.3 56.7 45.3 57.7 45.3 56.3 45.4 57.6 45.3] 58.5 45.3 56.9 45.3 56.7 45.7 59.1 50.4 63.1 45.7 59.8 45.3 56.7 45.3 56.2  45.3 45.3 45.3 45.5 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 46.7 45.3 45.3 45.3 45.3 45.3 45.3 45.3 46.5 45.3 45.3] 45.3 45.3 47.1 45.3 45.3 45.3 47.8 52.6 47.6 45.3 45.3  45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3 45.3] 45.3 47.2 45.3 45.3 45.3  Page 26 of26    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/27/2023 10:50] 10/27/202311:00) 10/27/202310:40 10/27/202310:50 10/27/20231 10:30 10/27/202310:40) 10/27/2023 10:20] 10/27/2023 10:30 10/27/2023 10:10 10/27/2023 10:20] 10/27/202310:00 10/27/2023 10:10 10/27/20239:50 10/27/2023 10:00 10/27/2023 9:40 10/27/2023 9:50 10/27/2023 9:30 10/27/2023 9:40 10/27/20239:20 10/27/20239:30 10/27/20239:10 10/27/2023 9:20 10/27/20239:00 10/27/2023 9:10 10/27/20238:50 10/27/20239:00 10/27/20238:40 10/27/20238:50 10/27/20238:30 10/27/20238 8:40 10/27/2023 8:20 10/27/2023 8:30 10/27/20238:10) 10/27/20238 8:20] 10/27/20238:00 10/27/2023 8:10 10/27/2023 7:50] 10/27/2023 8:00 10/27/20237:40 10/27/20237:50 10/27/20237:30 10/27/20237:40 10/27/20237:20 10/27/20237:30 10/27/20237:10) 10/27/20237:20) 10/27/2023 7:00 10/27/20237:10) 10/27/20236 6:50 10/27/20237:00 10/27/2023 6:40 10/27/2023 6:50 10/27/20236 6:30 10/27/2023 6:40 10/27/20236:20 10/27/2023 6:30 10/27/20236:10 10/27/20236:20 10/27/20236 6:00 10/27/2023 6:10! 10/27/20235:50 10/27/2023 6:00 10/27/20235:40 10/27/20235:50 10/27/2023 5:30 10/27/2023 5:40] 10/27/2023 5:20 10/27/2023 5:30 10/27/20235:10 10/27/2023 5:20 10/27/20235:00 10/27/20235:10 10/27/20234:50 10/27/2023 5:00 10/27/20234:40 10/27/2023 4:50 10/27/2023 4:30 10/27/2023 4:40 10/27/20234:20 10/27/20234:30 10/27/2023 4:10 10/27/2023 4:20 10/27/2023 4:00 10/27/20234:10 10/27/2023: 3:50] 10/27/20234:00 10/27/2023 3:40 10/27/20233:50  46.4 46.7 46.8 46.2 45.2 46 46.3 46.8 45.2 45 44.2 44.2 44 44.1 44.2 44.8 44 44.1 44.1 46.2 44.2 44.1 44.1 45.1 44.3 44 44.1 44.2 44 44 44 44 44 44 44 44.4 44 44.1 44.2 44.2 43.8 44.8 45.1 44.2  59.3 60.3 60.1 59.8 59.1 59.2 59.5 59.9 59.3 58.3 58.4 59.5 59.2 57.2 58.6 58.8 57.6 58.3 58.5 62.6 59.1 61.6 58.9 59.9 57.9] 58.8 58.3 59.8 58.8 58.1 58.9 59.3 58.8 58 59.4 59.6 57.6 59.5 58.3 58.3 47.9 43.8 43.7 57.5 Page 1 of27  46.8 47.1 47.5 46.6 45.8 47.2 46.9] 47.2 46.1 45.8 45.1 45.1 44.8 44.5 45.3 45.8 44.6] 44.8 45 50 45.4 45 45.3 46.3 44.9 45.1 45 46 44.9 44.7 44.9 44.9 45.1 45 45 45.6 44.9 45.2 45 45.3 64.3 47.91 46.3 44.9  46 46.3] 46.4 45.9] 44.8 45.2 46 46.3 44.8 44.5 44 43.9 43.8 43.8 43.8 44.4 43.9 43.7 43.8 43.9] 44 43.8 43.8 44 44 43.7 43.8 43.8 43.7] 43.7 43.7 43.7 43.7] 43.7 43.7 44.1 43.7 43.7 43.9 43.8 48.1 64.4 65.1 43.9    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/27/2023 3:30 10/27/2023 3:40 10/27/20233:20 10/27/20233:30 10/27/20233:10 10/27/20233:20 10/27/20233:00) 10/27/20233:10 10/27/20232:50) 10/27/20233:00) 10/27/20232:40 10/27/20232:50) 10/27/20232:30 10/27/20232:40) 10/27/20232:20 10/27/2023 2:30 10/27/2023 2:10 10/27/20232:20 10/27/20232:00 10/27/20232:10 10/27/20231:50 10/27/20232:00 10/27/20231 1:40 10/27/2023 1:50 10/27/2023 1:30 10/27/2023: 1:40 10/27/20231 1:20 10/27/2023 1:30 10/27/20231:10 10/27/20231:20) 10/27/20231:00 10/27/20231 1:10 10/27/20230:50 10/27/20231:00 10/27/20230:40 10/27/20230:50 10/27/20230:30 10/27/20230:40) 10/27/20230:20) 10/27/2023 0:30 10/27/20230:10 10/27/2023 0:20 10/27/20230:00 10/27/20230:10 10/26/2023: 23:50 10/27/2023 0:00 10/26/2023: 23:40 10/26/202323:50) 10/26/202323:30) 10/26/202323:40) 10/26/202323:20) 10/26/202323:30) 10/26/2023 23:10] 10/26/2023 23:20 10/26/202323:00 10/26/202323:10) 10/26/202322:50 10/26/2023 23:00 10/26/202322:40 10/26/202322:50) 10/26/202322:30 10/26/20232 22:40 10/26/202322:20) 10/26/202322:30) 10/26/202322:10) 10/26/202322:20) 10/26/202322:00 10/26/202322:10) 10/26/202321:50) 10/26/2023 22:00 10/26/2023 21:40 10/26/2023 21:50 10/26/202321:30 10/26/2023 21:40 10/26/202321:20 10/26/2023: 21:30 10/26/202321:10 10/26/2023 21:20 10/26/202321:00) 10/26/2023 21:10 10/26/202320:50) 10/26/202321:00) 10/26/2023 20:40] 10/26/2023 20:50 10/26/2023 20:30 10/26/2023. 20:40 10/26/2023 20:20 10/26/2023 20:30  44.5 44.1 44 44 44.4 44.7 44.4 47.4 44.9] 44.7 44.6 44.7 44.6 44.6 44.8 45 44.9] 44.9 44.9 44.9 45.4 45.9 46 46.8 46.2 46.2 46.2 46.5 46.6 47.2 46.6 46.9 47.1 47.1 46.8 47.3 47.4 47.8 47.5 48 48.1 48 47.6 48.5  59.4 57.6 49 47.7 59.8 58.6 58.3 64.2 58.5 58.8 58.9 58.8 58.6 58.8 59.3 59.2 58.6 58.9 58.2 58.3 59.3 59 59.6 60.5 59.6 59.5 58.8 59.9 60.4 60.2 61.4 60.1 60.1 60.41 60.3 61.1 60.2 63.5 60.6 60.8 60.9] 60.4 61.6 61.6 Page 2 of27  45.6 45 64.3 63.1 45.4 46 45.2 47.6 45.8 45.5 45.3 45.7 45.6 45.2 45.6 46 45.9 45.9 45.9 46 46.5 46.2 46.4 47.8 46.8 46.9 46.9 47.2 47.4 48.3 47.5 47.6 47.7 47.9] 47.9 48.1 48.1 48.9 48.7 48.7 48.8 48.8 48.3 49.2  44.2 43.8 49.2] 47.9 44.1 44 44 47 44.4 44.4 44.3 44.2 44.2 44.4 44.5 44.6] 44.6] 44.5] 44.5 44.6 44.9 45.1 45.6 45.9 45.6 45.4 45.8 45.8 46.1 46.6 46.1 46.4 46.3 46.7 46.2 46.8 46.8 46.9 46.5 47.1 47.4 47.5 46.8 47.4    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/26/202320:10 10/26/2023 20:20 10/26/202320:00 10/26/202320:10) 10/26/2023 19:50 10/26/2023 4 20:00 10/26/2023: 19:40 10/26/202319:50 10/26/202319:30) 10/26/202319:40) 10/26/2023 19:20 10/26/202319:30 10/26/2023 19:10 10/26/2023 19:20 10/26/2023 19:00] 10/26/2023 19:10 10/26/202318:50 10/26/202319:00) 10/26/2023 18:40 10/26/2023 18:50 10/26/202318:30) 10/26/2023 18:40 10/26/202318:20) 10/26/2023 18:30 10/26/202318:10 10/26/2023 18:20 10/26/2023 18:00 10/26/2023 18:10 10/26/202317:50) 10/26/2023 18:00 10/26/2023 17:40 10/26/202317:50 10/26/202317:30) 10/26/202317:40) 10/26/2023 17:20 10/26/202317:30 10/26/2023 17:10 10/26/202317:20) 10/26/202317:00) 10/26/202317:10) 10/26/2023: 16:50 10/26/2023 17:00 10/26/2023 16:40 10/26/2023 16:50 10/26/2023 16:30 10/26/2023 16:40] 10/26/202316:20 10/26/2023 16:30 10/26/2023 16:10 10/26/2023 16:20 10/26/2023 16:00 10/26/2023 16:10 10/26/20231 15:50 10/26/2023 16:00 10/26/2023: 15:40 10/26/2023 15:50 10/26/2023 15:30 10/26/2023 15:40 10/26/2023 15:20 10/26/2023 15:30 10/26/20231 15:10 10/26/202315:20) 10/26/202315:00 10/26/202315:10 10/26/20231 14:50 10/26/202315:00, 10/26/2023 14:40 10/26/202314:50) 10/26/202314.30) 10/26/202314:40) 10/26/202314:20 10/26/202314:30) 10/26/2023 14:10 10/26/202314:20) 10/26/2023 14:00 10/26/2023 14:10 10/26/202313:50 10/26/202314:00) 10/26/2023 13:40 10/26/2023 13:50 10/26/202313:30 10/26/2023 13:40 10/26/202313:20) 10/26/2023 13:30 10/26/202313:10) 10/26/202313:20, 10/26/2023 13:00 10/26/2023 13:10  48.4 48.8 49.2 48.9 49.1 49.3 49.4 49.2 49.5 50 50.2 49.2 48.3 47.9 48 47.8 46.9] 46.7 46.5 45.8 45.8 44.7 44.6 44.4 44.4 45.1 44.7 44.6 44.7 44.71 44.5 44.6 44.6 44.6 44.6 44.6 45 44.6 44.6 44.6 44.9 44.4 44.3 44.9  60.8 61.9 62.3 62 62.9 62.1 62.3 63 62.4 63.1 62.8 61.9 62.8 61.9 61 63.7 60.6 59.5 61.6 59.8 58.6 58 58.9 59.8 58.6 60.1 57.7 58.6 58.2 58.9] 59.4 58.2 59 57.5 57.1 57.6 58.1 57.8 58.9 58.6 58.3 58 59.3 58.3 Page 3 of27  49.2 49.3 50.2 49.6 49.8 49.9 50.3 49.6 50.4 51.4 51.1 49.5 48.9 48.9 48.6 50.1 48.1 48 49.4 46.5 46.8 45.4 45.3 45.2 45.3 46.6 45.4 45.4 45.4 45.5 45.41 45.5 45.4 45.2 45.3 45.1 45.7) 45.1 45.3 45.3 45.6 45.2 45.5 45.6  47.8 48 48.3 48.3 48.3 48.6 48.4 48.8 48.8 49.3] 49.1 48.7 47.3 46.8 47.6 46.2 46 45.9 45 45 44.8 44.4 44.3] 44.1 44.2 44.7 44.4 44.3 44.4 44.3 44.2 44.4 44.3] 44.3 44.4 44.3 44.5 44.3 44.3 44.3 44.7 44.2 44 44.6    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/26/2023 12:50 10/26/2023 13:00 10/26/2023: 12:40 10/26/2023 12:50 10/26/2023 12:30 10/26/2023 12:40 10/26/2023 12:20 10/26/2023 12:30 10/26/202312:10 10/26/202312:20) 10/26/2023 12:00 10/26/2023: 12:10 10/26/2023 11:50 10/26/2023 12:00] 10/26/2023 11:40 10/26/2023 11:50] 10/26/2023 11:30 10/26/202311:40) 10/26/2023 11:20 10/26/2023 11:30 10/26/2023 11:10 10/26/202311:20) 10/26/2023 11:00] 10/26/2023 11:10 10/26/2023 10:50 10/26/202311:00 10/26/2023 10:40 10/26/2023 10:50 10/26/2023 10:30] 10/26/2023 10:40 10/26/2023 10:20 10/26/2023 10:30 10/26/20231 10:10 10/26/202310:20, 10/26/2023 10:00 10/26/2023 10:10 10/26/2023 9:50 10/26/2023 10:00 10/26/20239:40 10/26/20239:50) 10/26/20239:30 10/26/2023 9:40] 10/26/2023 9:20 10/26/2023 9:30 10/26/2023 9:10 10/26/2023! 9:20 10/26/20239:00 10/26/2023 9:10 10/26/2023 8:50 10/26/2023 9:00 10/26/2023 8:40 10/26/2023 8:50 10/26/2023 8:30 10/26/2023 8:40 10/26/20238:20 10/26/2023 8:30 10/26/2023 8:10 10/26/2023 8:20 10/26/2023 8:00 10/26/2023 8:10 10/26/20237:50 10/26/2023 8:00 10/26/20237:30 10/26/20237:40 10/26/20237:20 10/26/20237:30) 10/26/20237:10 10/26/20237:20) 10/26/20237:00) 10/26/20237:10) 10/26/20236:50 10/26/20237:00) 10/26/20236:40 10/26/2023 6:50 10/26/20236:30 10/26/2023 6:40 10/26/20236:20 10/26/2023 6:30 10/26/2023 6:10 10/26/2023 6:20 10/26/2023 6:00] 10/26/2023 6:10 10/26/20235:50 10/26/2023 6:00 10/26/20235:40) 10/26/2023! 5:50 10/26/20235:30 10/26/2023! 5:40  44.6 51.6 45.1 44.7 44.6 44.8 44.8 44.8 44.8 44.9 44.9 45.3 45.1 45.5 45] 46.91 45.4 45.3 44.9 44.7 44.7 44.3 44.2 44.1 44.1 44.1 44.2] 45.4 44.3 44.8 44.41 44.2 44.8 45.6 44.6 44.3 44.2 44.4 44.2 44.8 44.1 44.2 44.3 44.5  58.2 64.7 60.3 59.1 58.8 58 57.9 58.1 57.9 60.3 59.2 58.7 59.4 59.2 59.9 63.1 60.1 59.5 58.6 59.1 57.2 58.4 58.5 59 57.9] 58 58.8 59.2 59.2 58.6 58.3 60.1 61.1 60.3 60 60.7 58.1 59.8 59.4 59.7 59.5 59.7 59.6 59.5 Page 4 of27  45.4 52.8 46.5 45.6 45.6 45.5 45.7 45.8 45.3 45.9 45.9] 46.3 46.2 46.9 45.8 49.5 46.4 46.1 45.6 45.4 45.4 45.1 45.2 45.1 44.8 45.2 45.4 46.7 45.4 45.6 45.7 45.2 45.5 48.3 45.8 45.2 45 45.4 45.2 45.8 44.9 45 45.3 46  44.3 49.9] 44.5] 44.4 44.3 44.4 44.5 44.5 44.6 44.4 44.6 44.6 44.6 45 44.5 45.5 44.8 44.9 44.6 44.5 44.3 44 43.9] 43.8] 43.8 43.7 43.8 44.3 43.9 44.4 44 43.8 44.3 43.9] 43.9] 43.9] 43.9] 43.8] 43.8 44.3 43.8 43.8] 43.8 43.8    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/26/20235:20) 10/26/2023 35:30 10/26/2023 5:10 10/26/2023 5 5:20 10/26/20235:00) 10/26/2023 5:10 10/26/2023 4:50 10/26/2023 5:00 10/26/2023 4:40 10/26/2023 4:50 10/26/20234:30 10/26/2023 4:40 10/26/20234:20 10/26/20234:30 10/26/2023 4:10 10/26/20234:20 10/26/20234:00 10/26/20234:10) 10/26/20233:50 10/26/20234:00 10/26/2023 3:40 10/26/20233:50 10/26/2023 3:30 10/26/2023: 3:40 10/26/2023: 3:20] 10/26/20233:30 10/26/2023: 3:10] 10/26/20233:20 10/26/2023: 3 3:00 10/26/20233:10 10/26/2023 2:50 10/26/2023: 3:00 10/26/2023 2:40] 10/26/20232 2:50 10/26/2023: 2:30 10/26/20232:40 10/26/2023 2:20 10/26/2023: 2:30 10/26/2023. 2:10 10/26/20232:20 10/26/20232:00 10/26/20232:10 10/26/20231:50 10/26/20232:00 10/26/20231:40) 10/26/2023 1:50 10/26/20231:30 10/26/2023 1:40] 10/26/20231:20) 10/26/2023 1:30 10/26/20231 1:10 10/26/2023 1:20 10/26/2023 1:00 10/26/2023 1:10 10/26/20230:50 10/26/20231 1:00 10/26/20230:40 10/26/20230:50 10/26/20230 0:30 10/26/2023 0:40 10/26/2023 0:20 10/26/2023 0:30 10/26/2023 0:10 10/26/2023 0:20 10/26/20230 0:00] 10/26/2023 0:10 10/25/2023 23:50 10/26/2023 0:00 10/25/202323:40 10/25/202323:50) 10/25/202323:30) 10/25/202323:40) 10/25/202323:20) 10/25/202323:30) 10/25/202323:10 10/25/2023 23:20 10/25/202323:00) 10/25/2023 23:10] 10/25/202322:50) 10/25/202323:00) 10/25/202322:40 10/25/202322:50 10/25/202322:30 10/25/2023 22:40 10/25/202322:20 10/25/2023: 22:30 10/25/2023 22:10 10/25/2023 22:20  44.5 44.3 44.3 44.3 44.2 44.4 44.4 44.2 44.1 44.4 44.3 45.5 44.6 44.4 44.5 44.4 44.4 44.6 44.9 44.7 45.5 45.6 45.5 46 46.1 45.8 45.3 45.8 46.2 45.41 46 45.7 45.6 45.5 45.8 45 45.1 44.9 45.2 45.4 45.4 45.4 45.1 45.1  60.8 59.6 59.6 59.4 59 60.2 58.5 58.3 58.3 60.9 61.5 60.6 58.7 60.3 59.4 59.6 59.8 59.6 59.5 60.4 59.8 62.6 60.6 60.5 59.9 60.5 59.9 62.1 60.7 60.6 60.5 60.4 59.9 59.9] 60.2 60.41 61.1 59.3 61 59.8 59.6 60.5 60.6 60.3 Page 5of27  46.1 44.9 45.2 45.4 45.2 45.1 45.6] 44.9 45 45 45.3 47.2 46 45.3 45.4 45.4 45.2 45.5 45.7 45.9 46.8 47 46.4 47.2 47.2 47.6 46.3 46.5 48.2 46.1 46.6 46.3 47 46.3 47.2 45.6 45.6 45.9 46] 46.1 45.9 46.4 45.8 45.9]  43.8 43.9 43.7 43.8 43.7 43.9] 43.8 43.9] 43.8 44 43.9 44 43.9] 43.9] 44 43.9 44 44 44.5 44.2 44.4 44.7 44.9] 45.1 45.5 45 44.9] 45.3 44.9 44.7 45.4 45.2 45.1 45 44.9] 44.6 44.4 44.5 44.5 44.7 44.7 44.8 44.7] 44.5    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/25/2023 22:00 10/25/2023 22:10 10/25/202321:50) 10/25/202322:00) 10/25/202321:40 10/25/2023 4 21:50 10/25/202321:30) 10/25/202321:40 10/25/202321:20 10/25/2023 4 21:30] 10/25/202321:10) 10/25/202321:20 10/25/202321:00) 10/25/202321:10 10/25/202320:50) 10/25/202321:00 10/25/2023 20:40] 10/25/2023 20:50 10/25/2023 20:30 10/25/2023 20:40 10/25/202320:20 10/25/202320:30) 10/25/202320:10 10/25/2023 20:20 10/25/2023 20:00 10/25/2023 20:10 10/25/2023 19:50 10/25/2023 20:00 10/25/202319:40) 10/25/202319:50, 10/25/2023 19:30 10/25/2023 19:40 10/25/2023 19:20 10/25/2023: 19:30] 10/25/202319:10) 10/25/202319:20 10/25/202319:00 10/25/202319:10 10/25/2023 18:50 10/25/20231 19:00 10/25/2023 18:40 10/25/202318:50) 10/25/202318:30) 10/25/202318:40 10/25/202318:20) 10/25/202318:30) 10/25/2023 18:10 10/25/2023 18:20 10/25/2023 18:00 10/25/2023 18:10 10/25/202317:50 10/25/202318:00 10/25/202317:40) 10/25/2023 17:50 10/25/2023 17:30 10/25/2023 17:40 10/25/2023: 17:20 10/25/2023 17:30 10/25/202317:10 10/25/202317:20, 10/25/202317:00 10/25/2023 17:10 10/25/20231 16:50 10/25/20231 17:00 10/25/202316:40) 10/25/2023 16:50 10/25/202316:30 10/25/202316:40) 10/25/20231 16:20 10/25/2023 16:30 10/25/2023 16:10 10/25/2023 16:20 10/25/202316:00) 10/25/202316:10) 10/25/202315:50 10/25/202316:00) 10/25/2023 15:40 10/25/202315:50) 10/25/2023 15:30 10/25/202315:40) 10/25/202315:20 10/25/202315:30) 10/25/202315:10 10/25/202315:20) 10/25/202315:00 10/25/2023 15:10 10/25/2023 14:50 10/25/2023 15:00]  45.5 45 45.4 45.2 59.9 46.3 45.8 46.4 45.9] 46.1 60.3 48.8 46.5 46.9 46.9 46.9] 62.5 48.7 48.4 46.9] 50.8 47.9 62.7 47.2 47.6 47.9 48 47 46.7 47.7 47.6 47.3 47.5 47.3 46.4 44.7 45.41 44.6 44.6] 44.4 45.2 44.5 44.4 44.5  61 58.7 59.1 58.3 46.6 60.9] 60.7 45.1 59.7 60.4 46.8 46.3 60 46 46.5 46.2 49.7 64.2 47.5 61.1 62.2 62.2 49.6 60.5 62 60.9 60.8 62.3 60.6 60.6 63.1 60.6 60.3 60.8 59.5 58.1 59.5 57.9 59.5 57.6 59.7 58.8 58 58.4 Page 6of27  46.3 45.9 46.2 46 44.7 46.9] 46.8 48.8 46.9 47.1 45.6 48.8] 47.3 49 49 48.9 49.2 49 60.6 49.3 49.6 48.6 49.3 47.6 48.7 49.3 48.4 48.3 46.7 47.5 50.1 48.2 47.7 47.7 46.7 45.4 46.2 45.5 45.6 45 46.6 45.1 45 45.3  44.9 44.7 44.8 45] 47.2] 45.8 45.1 61.1 45.3 45.6 48.6 62 46.1 62 62.1 61.5 46.8 48.4 48 48 47.5] 47.1 47.8 46.6 46.6 47.1 46.8 46.3 45.6 46 46.9 46.6 47.1 46.3 46.1 44.3 45 44.3 44.2 44.2 44.4 44 44.1 44.2    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/25/2023 14:40 10/25/2023 14:50 10/25/2023 14:30] 10/25/202314:40) 10/25/202314:20) 10/25/202314:30) 10/25/2023 14:10 10/25/202314:20 10/25/2023 14:00 10/25/202314:10 10/25/2023 13:50 10/25/2023 14:00 10/25/20231 13:40] 10/25/202313:50 10/25/2023 13:30] 10/25/2023 13:40 10/25/2023 13:20] 10/25/2023 13:30 10/25/202313:10 10/25/202313:20) 10/25/202313:00 10/25/2023 13:10 10/25/2023 12:50 10/25/2023 13:00 10/25/2023 12:40 10/25/2023 12:50 10/25/202312:30) 10/25/202312:40 10/25/202312:20) 10/25/202312:30) 10/25/202312:10 10/25/2023 12:20 10/25/202312:00 10/25/202312:10 10/25/202311:50 10/25/202312:00 10/25/202311:40 10/25/202311:50 10/25/202311:30 10/25/2023 11:40 10/25/202311:20 10/25/2023: 11:30 10/25/202311:10) 10/25/202311:20) 10/25/2023 11:00 10/25/2023: 11:10 10/25/2023 10:50 10/25/2023: 11:00 10/25/2023 10:40 10/25/20231 10:50 10/25/2023 10:30 10/25/2023: 10:40 10/25/2023 10:20 10/25/2023: 10:30 10/25/2023 10:10 10/25/202310:20) 10/25/202310:00) 10/25/202310:10) 10/25/20239:50 10/25/202310:00) 10/25/2023 9:40 10/25/20239 9:50 10/25/20239:30 10/25/20239:40 10/25/20239:20 10/25/20239:30 10/25/20239:10 10/25/20239:20 10/25/20239:00 10/25/20239:10 10/25/2023 8:50 10/25/20239:00) 10/25/20238:40 10/25/2023 8:50 10/25/2023 8:30 10/25/2023 8:40 10/25/2023 8:20 10/25/2023 8:30 10/25/20238 8:10 10/25/2023 8:20 10/25/20238:00 10/25/2023 8:10 10/25/20237:50 10/25/2023 8:00 10/25/20237:40 10/25/20237:50 10/25/20237:30 10/25/20237:40  44.6 44.9 44.6 44.6 44.6 45 44.6 44.6 45 44.6 44.6 45.2 45 45.1 46 45 44.9 45.1 45.1 45.3 45 45.3 45.3 45.1 45.2 45.4 44.8 44.6 44.8 44.5 45.2 44.5 44.2 44.2 48.9 44.6 44.5 44.3 46.3 44.5 44.6] 44.9 44.8 44.5]  58.6 58.9 58.5 59.8 60.1 58.4 58.8 59.5 58.9 58.6 59.3 58.8 59.8 59.2 59.6 58.5 57.8 59.2 59 58.5 58.4 59.7 58.8 58.7 59.6 66.4 58.6 59.6 59.4 58.9 59.5 59.4 58.9 59.4 63.8 60.1 58.2 59.4 61.2 59.5 60.8 60.9 60.3 59.7 Page 7of27  45.5 45.9 45.2 45.3 45.2 46.1 45.8 45.6 46 45.1 45.4 46 46.3 45.9 47.4 45.5 45.2 45.6 45.7 46.5 45.7 46 46 46.1 45.8 46.1 45.7 45.7 45.8 45.4 45.8 45.9 45.2 45.2 51.2 45.4 45.5 44.9 49.8 45.1 45.41 46.4 46.1 45.2  44.2 44.3 44.2 44.3 44.3 44.6 44.2 44.3 44.5] 44.3 44.3 44.7 44.4 44.7 44.7 44.7] 44.6 44.8 44.7 44.9] 44.8 44.8 44.8 44.7] 44.9 45 44.4 44.1 44.4 44.1 44.9 43.9 43.8 43.8 46.3 44 44 44] 44.1 44.1 44.2 44.4 44.3] 44.1    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/25/20237:20) 10/25/20237:30) 10/25/20237:10 10/25/20237:20 10/25/20237:00 10/25/20237:10) 10/25/20236:50 10/25/20237:00) 10/25/2023 6:40 10/25/2023 6:50 10/25/2023 6:30 10/25/2023 6:40 10/25/2023 6:20 10/25/2023 6:30 10/25/2023 6:10 10/25/2023 6:20 10/25/2023 6:00 10/25/2023 6:10 10/25/20235:50 10/25/2023 6:00 10/25/20235:40) 10/25/20235:50 10/25/20235:30 10/25/20235:40 10/25/2023 5:20 10/25/2023 5:30 10/25/2023 5:10 10/25/2023 5:20 10/25/20235:00 10/25/2023 5:10 10/25/2023 4:50] 10/25/2023 5:00 10/25/2023 4:40 10/25/2023 4:50 10/25/20234:30 10/25/2023 4:40 10/25/20234:20 10/25/20234:30 10/25/20234:10 10/25/20234 4:20 10/25/2023 4:00 10/25/20234:10 10/25/20233:50 10/25/20234:00 10/25/20233:40 10/25/20233:50 10/25/20233:30 10/25/2023 3:40 10/25/20233:20) 10/25/20233:30) 10/25/20233:10 10/25/20233:20) 10/25/20233:00 10/25/2023 3:10] 10/25/20232:50 10/25/20233:00 10/25/20232:40 10/25/2023 2:50! 10/25/20232:30 10/25/2023 2:40 10/25/20232 2:20 10/25/2023 2:30 10/25/20232:10) 10/25/2023 2:20 10/25/20232:00) 10/25/2023: 2:10 10/25/20231:50 10/25/2023 2:00 10/25/2023 - 1:40] 10/25/2023 1:50 10/25/20231:30 10/25/2023 1:40 10/25/2023 1:20 10/25/2023 1:30 10/25/20231:10 10/25/2023 1:20 10/25/2023 1:00 10/25/2023 1:10 10/25/2023 0:50] 10/25/20231:00) 10/25/20230:40 10/25/20230:50) 10/25/20230:30) 10/25/20230:40) 10/25/2023 0:20 10/25/2023 0:30 10/25/20230:10 10/25/2023 0:20  44.5 45.7 46.4 44.91 44.9 45.1 44.6 44.9 44.2 45.3 45.2 44.8 45 44.4 45.1 44.8 44.7 44.9 44.5 44.6 45 44.3 44.1 44.3 44.2 44.2 44.2 44.5 44.2 44.2 44.3 44.2 44.2 44.3 44.1 44.4 44.2 44.1 44.3 44.8 44.2 44.2 44.2 44.1  60.1 59.5 61.2 59.3 59.9 61 61.2 60.6 60.3 61.5 60.5 61.6 59.91 60.3 59.6 60.1 59.1 59.9] 60.1 59.9 60.9] 60.3 60.4 59.8 58.3 60.3] 58.8 60.9] 60.6 61 59.7 59.4 60.4 60 60.1 59.6 59.5 60.1 60.9] 60.1 59.7 59.9 59.6 59  45.3 46.9] 48.1 46 45.7 46.9 45.3 47 45.3 47.6 47.4 46.7 46.8 45.6 46.6 46.5 46.1 47.4 45.9] 45.9 46.7 45.3 45.2 45.4 45 45.5 45 45.7 45.5 44.9 45.8 45 45.5 45.2 45.2 45.4 45 45.1 45.5] 46.5 45.2 45.2 45.2 45.2  44.2] 45 45 44.5 44.4 44.1 44.1 44 43.8 44.2 44 43.9 44.1 43.8 44.2 43.9 44.2 43.8 44 44.1 44.1 43.8 43.6 43.9 43.8 43.8 43.9] 43.9] 43.7 43.7 43.7 43.8 43.7 43.8 43.7 43.9] 43.8 43.6] 43.8 44 43.8 43.7 43.8 43.7  Page 80 of27    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/25/20230:00) 10/25/20230:10 10/24/2023 23:50 10/25/2023 0:00 10/24/2023 23:40 10/24/2023: 23:50 10/24/2023: 23:30 10/24/2023 23:40 10/24/2023 23:20 10/24/2023: 23:30 10/24/2023 23:10] 10/24/2023 23:20 10/24/2023: 23:00 10/24/2023 23:10 10/24/202322:50) 10/24/202323:00) 10/24/2023 22:40 10/24/2023 22:50 10/24/2023 22:30 10/24/202322:40) 10/24/202322:20) 10/24/202322:30 10/24/202322:10 10/24/202322:20) 10/24/2023 22:00 10/24/202322:10 10/24/2023 21:50 10/24/20232 22:00 10/24/202321:40) 10/24/202321:50 10/24/202321:30 10/24/202321:40) 10/24/2023. 21:20 10/24/202321:30) 10/24/202321:10) 10/24/202321:20) 10/24/202321:00 10/24/202321:10) 10/24/2023 20:50 10/24/2023 21:00 10/24/2023 20:40 10/24/2023: 20:50 10/24/2023 20:30 10/24/2023 20:40 10/24/202320:20 10/24/202320:30, 10/24/2023: 20:10 10/24/2023 20:20 10/24/202320:00 10/24/202320:10) 10/24/202319:50 10/24/202320:00) 10/24/202319:40 10/24/202319:50) 10/24/2023 19:30] 10/24/2023 19:40 10/24/2023 19:20 10/24/2023 19:30 10/24/202319:10) 10/24/202319:20) 10/24/202319:00 10/24/202319:10, 10/24/2023 18:50 10/24/202319:00) 10/24/2023 18:40 10/24/2023 18:50 10/24/2023 18:30 10/24/202318:40) 10/24/2023 18:20 10/24/2023 18:30 10/24/2023 18:10 10/24/2023 18:20 10/24/2023 18:00 10/24/2023 18:10] 10/24/202317:50) 10/24/2023 18:00 10/24/202317:40 10/24/2023 17:50 10/24/202317:30 10/24/2023 17:40] 10/24/202317:20 10/24/2023: 17:30 10/24/202317:10 10/24/202317:20) 10/24/2023 17:00 10/24/2023 17:10 10/24/2023 16:50 10/24/2023 17:00  44.2 44.2 44.2 44.4 44.3 44.1 44.3 44.2 44.3 44.2 44.7 44.5 44.3 44.2 44.4 44.2 44.3 44.1 44.2 44.4 44.3 44.3 44.3 44.2 44.2 44.2 44.2 44.6 44.5] 44.6 44.7 44.8 44.7 44.9] 44.9 45.1 45.4 45.2 45 46.3 46.1 46.2 45.4 45.7  59.6 60.4 60.2 60.5 58.6 60.2 58.7 59.1 60.6 59.1 60.6 60.71 59.2 60 61 60.8 60.4 59.6 59.7 58.9 59.7 60 59.9 60.41 59.3 58.7 58.8 59.2 59.3 59.2 58.5 59.6 58.3 60.4 59.4 59 60.1 61.6 60.3 61.2 60.9 60.4 59 61.4 Page 9 of27  44.7 44.9 45 45.5] 45 44.7 45.4 45 45.3 45 46.6 45.4 45.1 45 45.2 45.4 45.1 44.9 45 46 45 45.2 45 45.4 45.1 45.4 45.3 46.5 45.6 45.7 45.5 45.7 45.8 45.8 45.7 46.6 46.7 45.7 45.8 47.6 47.4 46.7 45.9] 46.2  43.8 43.7 43.8 43.9] 43.9 43.8 43.8 43.6 43.7 43.8 43.8 43.9 43.8 43.8 43.8 43.8 43.7] 43.8 43.9 43.9 43.8 43.9 43.9] 43.7 43.8 43.9] 43.8 43.7 43.9 44.1 44.2 44.2 44.2 44.3 44.5 44.4 44.8 44.8 44.5 45.2 45.2 45.6 44.9 45.3    Expansion-2 Start Time  End Time  LEQ(dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/24/2023 16:40 10/24/202316:50 10/24/20231 16:30 10/24/202316:40 10/24/2023 16:20 10/24/2023 16:30 10/24/2023 16:10 10/24/2023 16:20 10/24/2023 16:00 10/24/2023 16:10 10/24/2023 15:50 10/24/2023 16:00 10/24/2023 15:40 10/24/20231 15:50 10/24/2023 15:30 10/24/2023 15:40 10/24/2023 15:20 10/24/2023 15:30 10/24/202315:10 10/24/202315:20) 10/24/2023 15:00 10/24/2023 15:10 10/24/202314:50 10/24/2023 15:00 10/24/202314:40) 10/24/202314:50) 10/24/202314:30) 10/24/202314:40 10/24/202314:20) 10/24/2023 14:30 10/24/202314:10 10/24/2023: 14:20 10/24/202314:00 10/24/202314:10) 10/24/2023 13:50 10/24/2023: 14:00 10/24/202313:40) 10/24/2023 13:50 10/24/202313:30) 10/24/2023 13:40 10/24/202313:20) 10/24/2023 13:30 10/24/2023 13:10 10/24/2023 13:20 10/24/2023 13:00 10/24/2023 13:10 10/24/2023 12:50] 10/24/20231 13:00 10/24/202312:40 10/24/202312:50 10/24/2023 12:30 10/24/2023 12:40 10/24/2023 12:20 10/24/2023 12:30 10/24/202312:10) 10/24/202312:20) 10/24/2023: 12:00 10/24/2023 12:10 10/24/2023: 11:50! 10/24/2023 12:00 10/24/2023 11:40 10/24/2023 11:50 10/24/20231 11:30 10/24/20231 11:40] 10/24/20231 11:20 10/24/2023 11:30 10/24/2023 11:10 10/24/202311:20, 10/24/20231 11:00 10/24/202311:10) 10/24/20231 10:50 10/24/202311:00) 10/24/2023 10:40 10/24/2023 10:50 10/24/2023 10:30 10/24/2023 10:40 10/24/2023 10:20 10/24/2023 10:30 10/24/20231 10:10 10/24/2023 10:20 10/24/2023 10:00 10/24/2023 10:10 10/24/2023 9:50 10/24/2023 10:00 10/24/2023 9:40 10/24/20239:50 10/24/20239:30) 10/24/20239:40  45.7 45.4 45.6 45.7 45.3 45.2 45.2] 44.7 44.9 44.9 44.9] 44.8 44.71 44.6 44.6 44.9 44.8 44.8 45.1 45.1 45.2 44.6 45 44.8 45 45.2 45.1 45.2 44.7 63.2 44.8 45.1 4.4 46.3 45 44.6 44.4 44.5 44.6 44.4 44.1 44.1 55.2 3.5  59.9 59 60.6 61.2 59.9 59.7 58.9 57.9 58.5 58.6 58.9] 59.5 57.4 58.2 58.6 59.2 59 59.6 58.8 58.71 60.3 58 59.7] 58.8 58.8 58.6 59.5 58.8 58.2 45.9 59.41 59.4 52.8 59.1 59.3 59.6 58.6 59.2 59.5 59.4 60.9] 58.7 44.7 64.3 Page 10 of27  46.2 46.4 46.4 46.71 46.8 46 46 45.5 45.5 45.7 45.6 45.5 45.9 45.1 45 46.3 45.5 45.8 45.9 46.1 46.3 45.1 46.7 45.5 46 45.8 45.8 45.7 45.6 44.6 46 46.1 63.2 46.71 46.1 45.4 44.8 45.5 45 45.1 44.6 44.8 59.9 53.8  45.2 45 45.1 45.1 44.5 44.8 44.8 44.3 44.6 44.4 44.5] 44.2 44.3 44.4 44.4 44.3 44.2 44.3 44.6 44.7 44.7 44.3 44.3 44.4 44.6 44.7 44.6] 45 44.4 62.2 44.3 44.5] 53.6 45.7] 44.6 44 44 44.2 44 43.9] 43.8 43.6 46.9] 53.4    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/24/20239:20 10/24/2023! 9:30 10/24/20239:10 10/24/20239:20 10/24/20239:00) 10/24/20239:10) 10/24/20238:50 10/24/20239:00 10/24/2023 8:40 10/24/2023 8:50 10/24/2023 8:30 10/24/2023 8:40 10/24/20238:20 10/24/2023 8:30 10/24/2023 8:10 10/24/2023 8:20] 10/24/2023 8:00 10/24/2023 8:10 10/24/20237:50, 10/24/20238:00 10/24/20237:40 10/24/20237:50 10/24/20237:30 10/24/20237:40 10/24/20237:20 10/24/20237:30 10/24/20237:10 10/24/20237:20) 10/24/20237:00) 10/24/20237 7:10 10/24/2023 6:50 10/24/2023 7:00 10/24/2023 6:40 10/24/2023 6:50 10/24/20236:30 10/24/2023 6:40 10/24/2023 6:20] 10/24/2023 6:30 10/24/2023 6:10 10/24/2023 6:20 10/24/2023 6:00 10/24/2023 6:10 10/24/2023 5:50 10/24/2023 6:00 10/24/2023 5:40 10/24/2023 5:50 10/24/2023 5:30 10/24/20235:40 10/24/2023! 5:20 10/24/20235 5:30 10/24/20235:10 10/24/20235:20 10/24/2023 5:00 10/24/20235:10 10/24/20234:50 10/24/20235:00 10/24/20234:40 10/24/20234:50) 10/24/20234:30 10/24/20234:40 10/24/20234:20) 10/24/20234:30 10/24/20234:10 10/24/20234:20 10/24/20234:00 10/24/20234:10 10/24/20233:50 10/24/2023 4:00 10/24/20233:40 10/24/20233:50 10/24/20233:30) 10/24/2023 3:40 10/24/20233:20) 10/24/2023 3:30 10/24/20233:10 10/24/2023: 3:20 10/24/20233:00) 10/24/2023 3:10] 10/24/2023 2:50 10/24/2023: 3:00 10/24/20232:40 10/24/20232:50 10/24/20232:30 10/24/2023: 2:40 10/24/20232:20 10/24/2023: 2:30 10/24/2023 2:10 10/24/2023: 2:20  67.3 65.9] 57.3 56.1 1.8 48.7 48.3 52.9 48 48.9 47.5 48.4 47.2 47.6 47 46.6 46.7 45.8 49 45.2 45.3 45.1 45.2 45 45.1 46.2 44.7 44.5 45.4 45.8 45.2 44.6 45.3 45.2 44.8 44.3 44.3 44.3 44.1 44.4 44.2 44.1 44.3 44.3  57.3 55.7 68.2 45.8 46.8 61.8 61.8 64.9 61.4 61.2] 62 62.4 61.4 61.5 61.8 61.9 64.41 62.1 63 60.9 60.3 60.4 60.4 59.8 62 60.8 60.5 59.4 61.4 60.41 61.4 61.4 61.6 60.6 59.7 58.9 59.9 61 60.9 60.1 59.3 59.4 60.6 60.6 Page 11 of27  55.7 54.7 57.9] 60 46 49.3 49.3 53.8 49.1 49.4 48.9 48.9 48.1 48.7 47.8 47.7 47.2 46.5 49.7 46.1 46.5 45.9 45.6 46 46 48 45.5 45.3 47 46.6 45.9 45.6 46.6 46.5 45.7 45.7 45.2 45.2 44.9 45.2 45.4 45.1 45.2 45.3  44.7 45.1 56.9] 46.5 56.6 48.1 47.7 51.6 47.5 48.4 46.9 48 46.7 46.8 46.3 45.9] 46.3 45.3 47.6 44.7 44.7 44.6 44.9] 44.5 44.6 44.4 44.4 44.1 44.8 45.3 44.8 44.2 44.3 44.4 44.3 43.7 43.8 43.8 43.7 43.9 43.7 43.8 43.9 43.8    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/24/20232:00) 10/24/2023 2:10 10/24/20231:50 10/24/2023 2:00 10/24/20231:40 10/24/2023 1:50 10/24/2023 1:30 10/24/20231:40 10/24/20231:20 10/24/20231:30 10/24/2023 1:10 10/24/2023: 1:20 10/24/20231:00 10/24/2023 1:10 10/24/20230:50 10/24/20231:00 10/24/2023 0:40 10/24/2023 0:50 10/24/2023 0:30 10/24/2023 0:40 10/24/2023 0:20 10/24/2023 0:30 10/24/2023 0:10 10/24/2023 0:20 10/24/2023 0:00 10/24/2023 0:10 10/23/2023 23:50 10/24/2023 0:00 10/23/202323:40) 10/23/2023 23:50 10/23/202323:30) 10/23/2023: 23:40 10/23/2023 23:20 10/23/2023 23:30 10/23/2023: 23:10 10/23/202323:20 10/23/202323:00) 10/23/202323:10 10/23/202322:50 10/23/202323:00 10/23/2023 22:40 10/23/202322:50) 10/23/2023 22:30 10/23/20232 22:40 10/23/202322:20, 10/23/202322:30) 10/23/202322:10 10/23/202322:20) 10/23/2023: 22:00 10/23/202322:10) 10/23/202321:50 10/23/202322:00) 10/23/202321:40 10/23/202321:50 10/23/2023 21:30 10/23/2023 21:40 10/23/20231 21:20 10/23/202321:30) 10/23/2023: 21:10 10/23/20232 21:20 10/23/202321:00 10/23/202321:10, 10/23/2023 20:50 10/23/202321:00 10/23/202320:40 10/23/202320:50) 10/23/202320:30) 10/23/202320:40) 10/23/202320:20) 10/23/202320:30) 10/23/20232 20:10 10/23/2023 20:20 10/23/202320:00) 10/23/2023 20:10 10/23/202319:50 10/23/202320:00) 10/23/202319:40 10/23/202319:50 10/23/202319:30) 10/23/2023 19:40 10/23/202319:20 10/23/2023 19:30! 10/23/202319:10 10/23/202319:20) 10/23/202319:00 10/23/202319:10) 10/23/202318:50 10/23/2023: 19:00  44.6 44.5 44.4 44.3 44.1 44.2 44.2 44.4 44.5 44.8 44.2 44.3 44.4 44.2 44.1 45.2 44.4 44.3 44.1 44.4 44.2 44.1 44.1 44.2 44.2 44.4 44.8 44.4 44.1 44.3 44.1 44.3 44.3 45] 44.4 44 44.2 44.2 44 44.2 44.2 44.1 44.1 44.2  61.9 59.6 60.2 60.2 59.8 59.4 59.4 59.5 61 59.8 60.6 59.6 60.6 60.7 59.9 60.4 59.5 58.8 60 61.3 59.5 60 59.8 60.1 59.2 60.9 60.9 60.7 60.3 61.9 58.6 60.9 60.1 60.1 60.4 60.2 61 58.8 59 60.8 59.4 59.1 59.8 59.7 Page 12 of27  45.4 45.5 46.1 45.3 45.5 44.9] 45.1 46.1 46.9 46.3 45.4 45.3 45.9 44.9 45.1 46.8 46 45.6 45.1 45.6 45.5 44.9 45.6 45.2 45.5] 46 46.4 45.6 45.1 45.4 45.2] 45.5 45.7 46.8 45.8 44.7 45.8 45.8 45.4 45.8 45 44.9 45.3] 45.3  44 43.8 43.8 43.9 43.7 43.9 43.9 43.8 43.6] 43.9] 43.8 43.9] 43.9 43.8] 43.8 43.9 43.8 43.8] 43.7 44 43.8 43.7 43.6 43.8 43.9] 43.7] 43.9] 43.8 43.8 43.7 43.8 43.7] 43.8 43.9 43.9 43.7 43.8 43.7 43.7] 43.7 43.7] 43.8 43.7 43.8]    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/23/2023 18:40 10/23/2023 - 18:50 10/23/2023 18:30] 10/23/2023 18:40 10/23/20231 18:20] 10/23/20231 18:30 10/23/2023 18:10 10/23/2023 18:20 10/23/2023 18:00 10/23/2023 18:10 10/23/20231 17:50 10/23/2023 18:00] 10/23/2023 17:40 10/23/202317:50) 10/23/2023 17:30 10/23/2023 17:40 10/23/20231 17:20 10/23/202317:30) 10/23/202317:10) 10/23/202317:20) 10/23/2023: 17:00 10/23/202317:10) 10/23/2023 16:50 10/23/2023 17:00] 10/23/2023 16:40 10/23/2023 16:50 10/23/202316:30 10/23/2023 16:40 10/23/2023 16:20 10/23/2023 16:30 10/23/2023 16:10 10/23/2023 16:20 10/23/2023 16:00 10/23/2023 16:10 10/23/202315:50) 10/23/2023: 16:00 10/23/2023 15:40] 10/23/2023 15:50 10/23/2023 15:30 10/23/2023 15:40 10/23/2023 15:20 10/23/202315:30 10/23/202315:10 10/23/202315:20) 10/23/2023 15:00 10/23/2023 15:10 10/23/2023 14:50 10/23/2023 15:00 10/23/2023: 14:40 10/23/2023 14:50 10/23/202314:30 10/23/2023 14:40] 10/23/2023 14:20 10/23/2023 14:30 10/23/2023: 14:10) 10/23/2023 14:20 10/23/202314:00 10/23/202314:10) 10/23/2023 13:50 10/23/2023 14:00 10/23/2023 13:40] 10/23/2023 13:50 10/23/2023 13:30 10/23/2023 13:40 10/23/2023 13:20 10/23/20231 13:30 10/23/2023 13:10 10/23/2023 13:20 10/23/2023 13:00 10/23/20231 13:10 10/23/2023 12:50 10/23/2023 13:00 10/23/202312:40 10/23/202312:50) 10/23/2023 12:30] 10/23/2023 12:40 10/23/2023 12:20 10/23/202312:30) 10/23/202312:10) 10/23/202312:20) 10/23/2023 12:00 10/23/2023: 12:10 10/23/2023 11:50 10/23/2023 12:00 10/23/202311:40 10/23/2023 11:50 10/23/202311:30 10/23/2023 11:40  44.3 44.1 44.2 44.2 44.3 44.3 44.5 44.5 44.3 45.4 44.6 44.3 44.4 44.5 44.3 45 44.5 45.6 44.9] 44.4 44.5 44.4 44.7 44.7 44.9 45.3 44.7 44.5 44.8 44.5 44.9 45] 44.5 44.4 44.9 45.2 44.8 44.6 44.8 44.8 44.6 44.7 45.2 44.5  59.6 58.6 59.9 59.4 59.7 58.3 60.4 59.8 59 60.6 58.8 58.6 58 58.9 58.1 60.1 58.5 59.9] 60.6 58.8 57.9 58 59.3 57.8 60 59.1 59.1 58.9 58.5 58.4 60.1 60.2 58.9 58.5 58.5 59.1 59 59.6 58.6 60.2 58.7 59 59.5 60.9 Page 13 of27  45.5 45 45.2 45 45.5 44.9] 46.1 45.2 45.1 48 45.3] 45.2 45.2 45.3 45.2 46.4 45.1 46.6 46.6 45.7 45.2 45.4 46.1 45.4 45.6 46.4 45.5 45.9 46.1 45.3 46.3 46.1 45.7 45.3 46 46.1 45.7 45.4 45.7 45.6 45.3 45.6 46.2 45.5  43.8 43.8 43.7 43.8 43.9] 43.9 43.8 44.1 43.9] 44 44.2 43.9] 44 44.1 43.9] 44.3 44.2 44.9] 44.2] 44 44.1 44.1 44.3 44.2 44.5 44.7 44.3 44 44.2] 44.2 44 44.4 43.9 44.2 44.5 44.6 44.4 44.2 44.4 44.3 44.2 44.4 44.3 44.2    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/23/2023 11:20 10/23/202311:30) 10/23/2023 11:10 10/23/2023 11:20 10/23/20231 11:00 10/23/202311:10) 10/23/2023 10:50! 10/23/20231 11:00 10/23/2023 10:40 10/23/2023 10:50 10/23/2023 10:30 10/23/2023 10:40 10/23/2023 10:20 10/23/202310:30) 10/23/2023 10:10 10/23/2023 10:20 10/23/2023 10:00 10/23/202310:10 10/23/20239:50 10/23/202310:00) 10/23/20239:40 10/23/20239:50 10/23/2023 9:30 10/23/2023 9:40 10/23/20239:20 10/23/2023 9:30 10/23/20239:10 10/23/20239:20 10/23/20239:00 10/23/2023 9:10 10/23/2023 8:50 10/23/2023 9:00 10/23/2023 8:40 10/23/2023 8:50 10/23/20238:30 10/23/2023 8:40 10/23/2023 8:20 10/23/2023 8:30 10/23/2023 8:10 10/23/2023 8:20] 10/23/2023 8:00 10/23/2023 8:10 10/23/20237:50 10/23/20238:00 10/23/2023; 7:40 10/23/20237 7:50 10/23/20237:30 10/23/20237:40 10/23/20237:20 10/23/20237:30) 10/23/20237:10 10/23/20237:20) 10/23/20237:00) 10/23/20237:10) 10/23/2023 6:50 10/23/20237:00 10/23/20236:40 10/23/2023 6:50 10/23/20236 6:30 10/23/2023 6:40] 10/23/2023 6:20] 10/23/2023 6:30 10/23/2023 6:10 10/23/2023 6:20 10/23/20236:00 10/23/2023 C 6:10 10/23/20235:50 10/23/2023 6:00 10/23/20235:40 10/23/2023 5:50 10/23/20235:30 10/23/2023 5:40 10/23/20235:20 10/23/2023 5:30 10/23/2023 5:10 10/23/2023 5:20 10/23/20235:00 10/23/2023 5:10 10/23/20234:50 10/23/20235:00 10/23/20234:40 10/23/20234:50 10/23/20234:30 10/23/20234:40) 10/23/20234:20 10/23/20234:30) 10/23/2023 4:10 10/23/2023 4:20  44.4 44.6 44.9 45 44.7 44.3 44.5 44.9 45.1 45.1 45.1 45.1 45 45.8 45.6 47.8 66.7 46.5 47 48.3 47.4 47.7 47 46.4 51.5 46.6 47.6 47.8 47.6 50.5 47.9 67 44.61 48.4 44.2 61.7 44.6 44.3 8 44.1 45.3 50 45.1 45.6  58.3 58.9 60.1 58.7 59.1 59.8 59.4 59.7 60.6 59.9 60.1 60.3 59.9 60.1 59.2 61.9] 55 62.1 61.8 61.6 61.4 60.7 59.8 60.5] 65 60.9 61.6 62.4 61 62.8 60.5 55.3 60.6 48 59.2 47.3 62.1 58.9 62.3 59.5 61.2 49 60.3 44.41 Page 14 of27  45.2 45.4 45.7 46.2 45.9 45.1 45.2] 46.5 45.9 46.3 47 46.3 45.8 46.5 46.2 48.8 54.5] 47.4 48.4 49.2 48.6 48.5 47.3 47.3 52.4 48 48.1 49.1 48.2 51 48.7 54.2 46 48 45.5 44 45.8 45.6 48.3 45.2 46.9 47 47 50.3  44 44.2 44.3 44.2 44 43.9 44.1 44 44.5 44.4 44.1 44.3 44.7 45.2 45.2] 47 45.8 46.1 46.4 47.5 46.6 47.1 46.5 46 50 45.8 47.2] 47.2 47 50 47.5 46.1 44.1 44.7 43.8 49 44.1 43.9 47.9] 43.7 44 44.1 44.6 62.3    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/23/2023 4:00 10/23/2023 4:10 10/23/20233:50 10/23/2023 4:00 10/23/20233:40 10/23/2023 3:50 10/23/20233:30 10/23/2023 3:40 10/23/2023 3:20 10/23/2023 3:30 10/23/20233:10 10/23/2023: 3:20 10/23/20233:00 10/23/20233:10 10/23/20232:50 10/23/20233:00 10/23/2023 2:40 10/23/2023 2:50 10/23/20232:30 10/23/20232:40 10/23/20232:20) 10/23/2023 2:30 10/23/2023 2:10! 10/23/2023 2:20 10/23/2023 2:00 10/23/2023 2:10 10/23/20231:50 10/23/20232:00 10/23/20231:40) 10/23/20231:50 10/23/20231:30 10/23/2023 1:40 10/23/20231:20 10/23/2023 1:30! 10/23/20231:10 10/23/2023 1:20 10/23/20231:00) 10/23/2023 1:10 10/23/2023 0:50 10/23/2023 1:00 10/23/2023 0:40 10/23/20230 0:50 10/23/20230:30 10/23/20230:40 10/23/20230:20 10/23/2023 0:30 10/23/20230:10 10/23/20230:20 10/23/20230:00) 10/23/20230:10) 10/22/202323:50) 10/23/2023 0:00 10/22/2023 23:40 10/22/2023: 23:50] 10/22/202323:30 10/22/202323:40) 10/22/202323:20 10/22/202323:30) 10/22/202323:10 10/22/20232 23:20] 10/22/202323:00) 10/22/202323:10) 10/22/2023 22:50 10/22/2023 23:00 10/22/202322:40) 10/22/202322:50) 10/22/20232 22:30 10/22/2023 22:40 10/22/202322:20 10/22/202322:30 10/22/202322:10) 10/22/202322:20) 10/22/202322:00) 10/22/202322:10) 10/22/20232 21:50 10/22/2023: 22:00 10/22/202321:40 10/22/2023 21:50] 10/22/202321:30 10/22/20232 21:40 10/22/202321:20) 10/22/2023: 21:30 10/22/202321:10) 10/22/2023 21:20 10/22/2023 21:00 10/22/202321:10 10/22/2023: 20:50 10/22/202321:00  44.6 44.7 45.6 44.4 45.4 45.1 44.3 45.2 44.2 44.7 44.3 45.2 44.2 45.3 46 44.4 45.1 48.3 44.2 44.1 44.3 44.2 45 44.4 44.2 44.4 44.3] 44.2 44.3 44.4 45.3 44.4 44.5 44.3 45 44.4 45.2 44.5 44.9 44.8 44.9 45.1 45.5 45.7  60.1 59.4 60.9 60 62.8 60.9 59.3 60.6 60.3 60.7 59.6 60.8 60.2 60.4 61.6 60.1 61.6 61.3 60.4 59 59.2 60 62 60.8 58.9 60.41 60 60.3 60.8 59 60.1 60.7 59.9 58.5 59.7 59.9 58.7 60 60.5 59.9 58.6 59.7 61.3 60.8 Page 15 of27  45.6 45.7 47.7 46 46.7 46.5 45.1 46.8 45.1 46.5 45.6 46.8 45.3 46.3 48.4 45.6 46.8 49 45.1 45 45.4 45.1 46.6 45.5 44.9 45.4 45.1 45.3 45.4 45.6 47 45.4 45.5 44.9 46.4 45.1 45.9 45.6 46.2 46 45.8 46.5 47.6 46.8  44 44.4 43.9 44 44.7 44.5 43.9 44.1 43.7] 43.9] 43.9] 43.9] 43.8 44.8 44 43.9 43.9 47.9 43.6 43.8 43.9 43.8 44 43.9 43.8 43.9] 43.8 43.8 43.7 43.8 44 43.9 44 43.9 44.1 43.9] 44.7 43.9 44.4 44.5 44.7 44.7 44.7 44.9]    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/22/2023 20:40] 10/22/2023 20:50 10/22/2023 20:30 10/22/2023 20:40] 10/22/202320:20 10/22/202320:30 10/22/2023 20:10 10/22/2023 20:20] 10/22/2023 20:00 10/22/2023 20:10 10/22/2023 19:50 10/22/2023 20:00 10/22/20231 19:40 10/22/202319:50) 10/22/2023 19:30 10/22/2023 19:40 10/22/2023 19:20 10/22/202319:30) 10/22/20231 19:10 10/22/202319:20) 10/22/2023 19:00 10/22/202319:10) 10/22/2023 18:50] 10/22/2023 19:00] 10/22/2023 18:40 10/22/202318:50 10/22/20231 18:30 10/22/202318:40 10/22/2023 18:20 10/22/2023 18:30 10/22/2023 18:10 10/22/2023 18:20] 10/22/2023 18:00 10/22/2023 18:10 10/22/202317:50) 10/22/2023 18:00 10/22/2023 17:40] 10/22/2023 17:50 10/22/2023 17:30 10/22/2023 17:40 10/22/2023 17:20 10/22/202317:30) 10/22/202317:10 10/22/202317:20) 10/22/2023 17:00 10/22/202317:10 10/22/2023 16:50 10/22/202317:00) 10/22/2023 16:40 10/22/202316:50) 10/22/2023 16:30 10/22/2023 16:40 10/22/2023 16:20 10/22/2023 16:30 10/22/2023 16:10 10/22/2023 16:20 10/22/2023: 16:00 10/22/2023: 16:10 10/22/202315:50) 10/22/2023 16:00 10/22/2023 15:40 10/22/2023 15:50 10/22/2023 15:30 10/22/2023 15:40] 10/22/202315:20, 10/22/20231 15:30 10/22/2023 15:10 10/22/2023 15:20 10/22/2023 15:00 10/22/2023 15:10 10/22/20231 14:50 10/22/2023 15:00 10/22/202314:40 10/22/20231 14:50 10/22/2023: 14:30 10/22/2023 14:40 10/22/202314:20 10/22/20231 14:30 10/22/202314:10) 10/22/202314:20) 10/22/2023 14:00 10/22/202314:10) 10/22/2023 13:50 10/22/20231 14:00 10/22/2023 13:40] 10/22/202313:50) 10/22/2023 13:30 10/22/2023 13:40  45.7 45.5 45.3 45.2 45 44.6 44.8 45.5 45 45.8 45.6 45.8 45.7 45.7 45.5 45.7 45.2 45.2 45.8 45.1 45.5 45.7 45.3 45.6 45.3 44.9 44.8 44.7 45.8 46.4 44.7 45.5 45.41 45 45.6 44.6 45.7 44.8 45.5 44.7 44.7 47 49 44.8  60.8 61.3 58.9 60.2 59 61.1 59.5 60.91 60.4 60.1 60.4 61.2 60.9 58.7 59.4 61.5 59.3 60.4 59.2 58.5 59.3 59.5 601 60.5 58.8 58.3 58.9 59.8 60.6 61.2 58 60.8 58.2 59] 59.5 58 59.9 59.4 59.3 58.8 58.6 60.6 63 58.6 Page 16 of27  46.4 46.2 46 45.8 46.4 45.3 46 47.41 45.9] 46.4 46.3 46.1 46.7] 46.7 46.6 46.9 46.3 46 47.2 46.1 46.8 47.3 46.9 46.6 46.1 45.6 45.7 45.3 46.6 47.9 45.7 46.7 46.3 45.9 46.5 45.1 46.8 45.8 46.4 45.8 45.2 47.4 50.4 45.6  44.9 45.1 44.6 44.7 44.5 44.2] 44.5] 44.5 44.5 45.3 45.3 45.2 45.2 45 44.9 45.2 44.7 44.7 45.1 44.5 44.7 44.8] 44.6 45 44.7 44.6 44.4] 44.4 45.5 45.8 44.5 45 44.9] 44.6 45.2 44.3 45.1 44.4 45.1 44.4 44.5 46.6 48.4 44.4    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/22/2023 13:20 10/22/202313:30 10/22/2023 13:10 10/22/2023 13:20 10/22/20231 13:00 10/22/202313:10 10/22/2023 12:50 10/22/2023 13:00 10/22/2023 12:40 10/22/2023 12:50 10/22/20231 12:30 10/22/202312:40 10/22/202312:20 10/22/202312:30 10/22/2023: 12:10 10/22/2023 12:20 10/22/202312:00 10/22/2023 12:10 10/22/202311:50 10/22/202312:00) 10/22/202311:40) 10/22/202311:50, 10/22/202311:30) 10/22/2023 11:40 10/22/202311:20 10/22/2023: 11:30 10/22/202311:10 10/22/2023: 11:20 10/22/202311:00 10/22/202311:10 10/22/2023 10:50 10/22/2023: 11:00 10/22/2023 10:40] 10/22/2023: 10:50 10/22/202310:30) 10/22/202310:40) 10/22/2023 10:20 10/22/2023 10:30 10/22/2023 10:10 10/22/2023: 10:20 10/22/2023 10:00 10/22/202310:10) 10/22/20239:50 10/22/2023: 10:00 10/22/2023 9:40 10/22/20239 9:50 10/22/2023 9:30] 10/22/20239:40) 10/22/20239:20 10/22/20239:30) 10/22/20239:10 10/22/20239:20 10/22/2023 9:00 10/22/20239:10 10/22/20238:50 10/22/20239:00 10/22/20238:40 10/22/2023 8:50 10/22/20238:30) 10/22/2023 8:40 10/22/20238:20 10/22/2023 8:30 10/22/2023 8:10 10/22/2023 8:20 10/22/2023 38:00 10/22/2023 8:10 10/22/20237:50 10/22/2023 8:00 10/22/20237:40 10/22/20237:50 10/22/20237:30) 10/22/20237:40) 10/22/20237:20) 10/22/20237:30 10/22/20237:10 10/22/20237:20) 10/22/20237:00 10/22/20237:10) 10/22/20236:50 10/22/20237:00) 10/22/2023 6:40 10/22/2023 6:50 10/22/2023 6:30 10/22/2023 6:40 10/22/20236:20 10/22/2023 6:30 10/22/2023 6:10 10/22/2023 6:20  44.8 45.6 46.1 45.6 54.8 45.2 44.8 47.2 45.2] 45.7 48.7 45.6 45.8 45.4 45 46.1 45.9 47 45.8 45.2 47.9] 45.3 46.7 44.9 45.3 45.3 44.8 44.9 44.2 44.9 44.6 44 44.1 44 44 44.5 44.3 45.3 44.7 44.3 44.3 44.3 44 44.1  58 59.7 59.6 60 71.4 57.6 58.8 59.7 58.6 66.7 63 59 59.9 60.9 58.5 60.1 59.3 60.9 59] 60.3 61.5 58.7 60.7 58.3 60.4 59.8 58.1 59 57.9 58.9] 59.9 58.3 59 58.7 59.2 60.5 59.8 59.8 59.2 59.9 59.5 60.4 58.8 59.8 Page 17 of27  45.8 47 46.5 46.3 58.3 45.6 45.3 47.6 45.9] 46.5 50.2 46 46.5 46.2 46 46.8 46.5 48.1 46.5 46 48.3 45.8 47.3 45.6 45.9 45.9 45.4 45.9 44.9] 45.8 45.4 45 44.9 45 44.7 46.1 45.5 46 45.7 45.4 45.6 45.2 44.8 45  44.5 44.9 45.8 45.2] 50 44.9 44.4 46.8 44.8 45.2] 47.9] 45.3 45.4 45.1 44.7 45.7 45.7 46.8 45.5 44.8 47.2 44.9] 46.3 44.5 44.9] 44.8 44.5 44.4 43.8 44.4 44.2 43.7] 43.6 43.6 43.7 43.8 43.9] 44.9] 44.1 43.9 43.8 43.9] 43.6 43.6    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/22/2023 36:00 10/22/2023 6:10 10/22/20235:50 10/22/2023 6:00 10/22/20235:40 10/22/20235:50 10/22/20235:30 10/22/2023. 5:40 10/22/20235:20 10/22/2023 5:30 10/22/20235:10 10/22/2023 5:20 10/22/20235:00) 10/22/2023 5:10 10/22/2023 4:50 10/22/2023 5:00 10/22/2023 4:40 10/22/2023 4:50 10/22/2023 4:30 10/22/20234:40 10/22/20234:20 10/22/20234:30 10/22/2023 4 4:10 10/22/20234:20 10/22/2023 4:00 10/22/20234 4:10 10/22/20233:50 10/22/20234:00 10/22/20233:40 10/22/2023 3:50 10/22/2023 3:30 10/22/2023: 3:40 10/22/20233:20 10/22/2023 3:30 10/22/20233:10 10/22/20233:20 10/22/20233:00) 10/22/2023 3:10 10/22/20232:50 10/22/2023 3:00 10/22/2023 2:40 10/22/2023 2:50 10/22/20232:30 10/22/20232:40 10/22/2023: 2:20 10/22/20232 2:30 10/22/20232:10) 10/22/20232:20 10/22/20232:00) 10/22/20232:10) 10/22/20231:50 10/22/20232:00) 10/22/20231:40 10/22/20231:50) 10/22/20231 1:30 10/22/20231 1:40 10/22/20231:20 10/22/20231:30 10/22/20231:10 10/22/20231:20 10/22/20231:00 10/22/2023 1:10 10/22/20230:50 10/22/2023 1:00 10/22/20230:40 10/22/20230:50) 10/22/20230:30 10/22/2023 0:40 10/22/20230:20 10/22/2023 0:30 10/22/2023 0:10 10/22/2023 0:20 10/22/20230:00 10/22/20230:10 10/21/2023 23:50 10/22/2023 0:00 10/21/202323:40 10/21/2023 23:50 10/21/202323:30) 10/21/202323:40) 10/21/202323:20) 10/21/202323:30) 10/21/2023 23:10 10/21/202323:20) 10/21/2023: 23:00 10/21/2023 23:10] 10/21/2023 22:50 10/21/2023 23:00]  43.9] 44 44 44.1 43.91 44.3 44 44 44.2 44 44.8 44.2 44.5 44 44.2 44.4 44.1 44 44 44 44.1 44.2 44.2 44 44 44.1 44.1 44 43.9] 44.2] 44.1 44.2 44.1 44.1 44.1 44.1 44.6 45.4 45.3 46.2 45.8 46] 45.7 45.3  58.4 58.4 57.9 59.5 58.4 59.5 60.4 57.9 60 59.9] 59.1 58.7 58.9 57.8 59.7 59.6 60.1 59.4 58.9 59.3 59.9 58.2 59.1 58.8 58.4 57.8 59 57.8 57.7 58.7 59.4 58.3 58.6 59.4 59.1 59.6 58.7 59.9 61.7 59.8 59.9 61.3] 59.6 59.5 Page 18 of27  44.9 44.4 44.8 44.9] 45 46.41 44.6 44.7 45.4 45.1 46.6 45.4 46.2 44.9 46.1 45.8 45.4 44.9 45 45.4 45.4 45.6 45.3 45.2 44.7 44.5 44.9 44.8 44.8 45.1 44.9 45 45.2 44.8 44.8 44.8 45.2 46.9 46.2 46.6 46.3 46.4 46.6 46.2  43.6 43.6 43.6 43.6 43.6 43.7 43.7 43.7 43.8 43.7 43.8 43.7 43.7 43.6 43.7 43.7 43.6 43.7 43.6 43.6 43.7 43.7] 43.8 43.6 43.7 43.6 43.7 43.7] 43.7 43.8 43.7] 43.9 43.7 43.8 43.8 43.8 44.3] 44.8 44.8 45.7] 45.3 45.5] 45 45    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/21/202322:40 10/21/202322:50 10/21/202322:30) 10/21/2023 22:40 10/21/202322:20) 10/21/202322:30 10/21/202322:10) 10/21/202322:20 10/21/2023: 4 22:00 10/21/202322:10) 10/21/2023 21:50 10/21/2023 22:00 10/21/2023 21:40 10/21/202321:50 10/21/202321:30 10/21/202321:40 10/21/2023 21:20 10/21/2023 21:30 10/21/202321:10) 10/21/2023. 21:20 10/21/202321:00 10/21/202321:10) 10/21/202320:50) 10/21/202321:00) 10/21/202320:40 10/21/2023 20:50 10/21/202320:30 10/21/2023 20:40 10/21/202320:20 10/21/2023 4 20:30 10/21/202320:10, 10/21/202320:20 10/21/2023 20:00 10/21/2023 20:10 10/21/202319:50 10/21/2023: 20:00 10/21/202319:40) 10/21/202319:50) 10/21/202319:30 10/21/202319:40 10/21/202319:20 10/21/2023 19:30 10/21/202319:10 10/21/2023 19:20 10/21/202319:00 10/21/202319:10) 10/21/2023 18:50] 10/21/202319:00, 10/21/2023 18:40 10/21/2023: 18:50 10/21/2023 18:30 10/21/20231 18:40 10/21/2023 18:20 10/21/2023: 18:30 10/21/2023 18:10 10/21/2023: 18:20 10/21/2023 18:00 10/21/2023: 18:10 10/21/2023 17:50 10/21/202318:00) 10/21/202317:40) 10/21/202317:50) 10/21/2023 17:30 10/21/202317:40) 10/21/202317:20 10/21/202317:30 10/21/2023: 17:10 10/21/202317:20) 10/21/202317:00 10/21/2023 17:10 10/21/2023 16:50 10/21/2023 17:00 10/21/2023 16:40 10/21/2023 16:50 10/21/202316:30 10/21/202316:40) 10/21/2023: 16:20 10/21/2023 16:30 10/21/2023 16:10 10/21/2023 16:20 10/21/20231 16:00 10/21/2023 16:10 10/21/2023 15:50 10/21/2023.1 16:00 10/21/2023 15:40 10/21/2023 15:50 10/21/20231 15:30 10/21/2023 15:40]  45.2 44.9 44.6 44.2 44.3 44.1 44.3 44.2 44 44.2 44.4 44.5 44.6 44.4 44.6 44.5 45.7 44.4 43.9 8.7 44.6 44.5 44.6 44.5 44.8 46.6 44.3 44.5 5.1 46.3 58.6 45 45.9 60.4 44.6 47.1 45 46.6 46.1 45 46.4 44.8 46.1 45.9  59.6 60.9 59.3 58.7 58.7 58.7 59.3 59 58.2 59.1 59.8 59.1 59.3 59.4 60.3 58.1 61.2 58.5 47 45.2 58.7 58.8 59.1 60.9 59.5 44.3 58.91 58.4 59.5 59 45.5 58.9 45.5 46.9 58.3 60.3 59.5 60.7 60.41 60.2 59.5 58.9 58.8 59.5 Page 19 of27  46.1 45.9] 45.6 45.3 44.9 45.4 45.2 44.9 45.1 45.3 45.2 46 46 45.4 45.4 45.3 46.5 45 59.5 44.1 45.3 45.4 45.3 45.6 45.8 48.4 45.3 45.1 45.8 46.6 44.3 45.8 44.7 46.5 45.7 47.3 46.2 47.2 46.8 45.6 47.1 45.4 46.5 46.4  44.8 44.6 44.2 43.9 44 43.7 43.9 43.7] 43.7 43.8 44 44.1 44.1 44 44.1 44.2] 45.3 43.9] 47.3 46.9] 44.2 44.2 44 44.1 44.3 63.1 44 44.1 44.4 46.1 46.5 44.5 58.5 44.9] 44.2 47 44.6 46.2] 45.8 44.6 46.1 44.6 45.7] 45.7    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/21/202315:20 10/21/2023 15:30 10/21/202315:10 10/21/202315:20 10/21/202315:00 10/21/202315:10) 10/21/20231 14:50 10/21/2023 15:00 10/21/202314:40) 10/21/2023 14:50 10/21/202314:30) 10/21/202314:40 10/21/202314:20) 10/21/202314:30) 10/21/202314:10 10/21/2023 14:20] 10/21/2023 14:00 10/21/202314:10 10/21/202313:50 10/21/2023 14:00 10/21/202313:40) 10/21/2023 13:50 10/21/202313:30) 10/21/2023 13:40 10/21/2023 13:20] 10/21/2023 13:30 10/21/202313:10) 10/21/202313:20, 10/21/2023 13:00 10/21/2023 13:10 10/21/2023 12:50 10/21/2023 13:00 10/21/202312:40) 10/21/2023: 12:50 10/21/202312:30) 10/21/2023 12:40] 10/21/2023 12:20 10/21/2023 12:30 10/21/2023 12:10 10/21/2023: 12:20 10/21/202312:00) 10/21/202312:10) 10/21/2023: 11:50 10/21/202312:00) 10/21/2023 11:40 10/21/202311:50 10/21/2023 11:30 10/21/202311:40 10/21/202311:20 10/21/202311:30 10/21/2023 11:10 10/21/202311:20) 10/21/2023: 11:00 10/21/2023: 11:10 10/21/2023 10:50] 10/21/2023 11:00 10/21/2023: 10:40 10/21/2023 10:50 10/21/2023 10:30 10/21/2023 10:40] 10/21/2023 10:20 10/21/20231 10:30] 10/21/202310:10 10/21/202310:20 10/21/202310:00 10/21/2023 10:10 10/21/2023 9:50 10/21/2023 10:00 10/21/20239:40 10/21/2023 9:50 10/21/20239:30 10/21/20239:40 10/21/20239:20 10/21/20239:30 10/21/20235 9:10 10/21/2023 9:20 10/21/20239:00 10/21/20239:10 10/21/20238:50 10/21/20239:00 10/21/20238:40 10/21/2023 C 8:50 10/21/20238:30 10/21/2023 8:40 10/21/2023 8:20 10/21/2023 8:30 10/21/2023 8:10 10/21/2023 8:20  45 46.6 49.3] 45.2 45.8 45.8 45.6 47.6 47.4 45.6 45.7 45.3 44.8 46.6 45 45.8 46.1 46.2 45 46.6 46.9 46.8 45.4 47 45.9 45.4 48.8 46.6 45.9] 45.5] 45.1 49.7 46.1 47.5 48.2 46.7 45.2 44.6 45.2 45.7 44.4 45 45.3 44.6  60.4 60.7 62.3 57.9 59.4 60.1 59.5 60.8 60.6 59.1 59 59.3 58.4 59.4 58.6 59.7 60.2 60.2 57.8 60.7 60 60.4 58.7 62.7 60.9 59.1 61.9 59.8 59.41 59 58.1 65 59.4 61.1 61 64.3 59.5 59.4 59.9 58.6 58 59.5 60 58.7 Page 20 of27  45.6 47 49.5 45.6 46.4 46.1 46.6 47.9 47.8 46.3 46.2 46.1 45.2 47.2 45.5 46.21 46.9 46.7 45.8 47.2 47.2 47.2 46.3 47.5 47.4 46.1 49.6 46.9 46.4 46.2 45.6 51.7 46.9 49.3 49 49.5 46.2 45.6 46.1 46.1 45.1 46.2 46.3 45.5  44.8 46.3 49] 44.9] 45.6 45.4 45.3 47.4 46.9 45.2 45.3 44.9] 44.4 46.4 44.8] 45.5 45.8 45.9 44.6 46.2 46.4 46.5 45.2 46.8 45.2 45 48.1 46.1 45.6] 45.1 44.7 48.6 45.8 44.9] 47.5 44.6 44.7 44.2 44.9] 45.3 44.1 44.4 44.9] 44.1    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/21/20238:00 10/21/20238:10 10/21/20237:50) 10/21/2023 8:00 10/21/20237:40) 10/21/20237:50 10/21/20237:30) 10/21/20237:40 10/21/20237:20) 10/21/20237:30 10/21/20237:10 10/21/2023 7:20 10/21/20237:00) 10/21/20237:10 10/21/2023 6:50 10/21/2023 7:00 10/21/2023 6:40 10/21/2023 6:50 10/21/2023 6:30 10/21/2023 6:40 10/21/2023 6:20 10/21/2023 6:30 10/21/20236:10 10/21/20236 6:20 10/21/2023 6:00 10/21/2023 6:10 10/21/2023 5:50 10/21/2023 6:00 10/21/2023 5:40 10/21/20235:50 10/21/20235:30 10/21/2023 5:40] 10/21/2023 5:20 10/21/2023 5:30 10/21/2023! 5:10 10/21/2023. 5:20 10/21/20235:00 10/21/2023! 5:10 10/21/20234:50 10/21/2023. 5:00 10/21/20234:40 10/21/2023 4:50 10/21/2023 4:30 10/21/2023 4:40 10/21/20234:20 10/21/20234 4:30 10/21/20234:10) 10/21/20234 4:20 10/21/20234:00 10/21/20234:10 10/21/20233:50 10/21/20234:00 10/21/20233:40 10/21/20233:50 10/21/20233:30 10/21/2023 3:40 10/21/20233:20 10/21/2023 3:30 10/21/20233:10 10/21/20233:20 10/21/20233:00 10/21/20233:10 10/21/20232:50 10/21/2023 3:00 10/21/20232:40 10/21/2023 2:50 10/21/20232:30 10/21/20232:40 10/21/20232:20) 10/21/2023 2:30 10/21/20232:10) 10/21/2023 2:20] 10/21/2023 2:00 10/21/2023 2:10 10/21/20231:50 10/21/20232:00) 10/21/2023 1:40 10/21/20231:50 10/21/2023 1:30 10/21/2023: 1:40 10/21/2023: 1:20 10/21/20231:30 10/21/2023 1:10 10/21/20231:20 10/21/2023 1:00 10/21/20231 1:10 10/21/2023 0:50 10/21/2023 1:00  44.6 45 45 44.8 44.2 44.4 44.3 44.4 44.3 44.4 44.4 44.1 44.4 44.3] 44.1 44.2 44.3 44.3 44.4 44.3 44.5 44.6 44.8 45.8 45.3 44.9 45.3 45.6 45.8 45.6 45.6 45.7 45.5 46.1 46.1 45.8 46.1 45.7 45.9 46.6 45.6 46 46.1 46.4  59.6 59.5 59 60.2 58.3 60 57.5 60.5 58.5 59.3 59.2 57.9] 59.1 58.8 59.2 58.8 58.5 65.7 58.9 58.6 59.8 58.5 61.5 59.9 59.8 59.1 59.9 58.9 58.8 59.4 60.6 59.2 58.3 60.1 59.8 59.6 60.6 59.7 59.1 59.9 58.8 59.9 59.5 59.9] Page 21 of27  45.6 46.3 45.7 46 45.3 45.8 45 45.1 45.4 45.5 45.4 44.9] 46.2 45.6 44.9] 45.3 45.4 44.9 45.1 45 45.4 45.8 46.7 46.6 46.2 46 46.1 46.6 46.7 46 46.3 46.8 46.6 47 46.8 46.7 46.8 46.7 46.6 47.9 46.3 46.71 46.8 47  44.1 44.3 44.5 43.9 43.8 43.9] 43.9] 44.1 43.9 44 44.2 43.8 43.9] 43.7 43.9] 43.9] 43.9] 43.9 44 44 44.1 44.2 44.2 45.3 45.1 44.4 44.9 45.2 45.5] 45.3 45.3 45.3] 45.2 45.7 45.6 45.4 45.9] 45.4 45.5 45.8 45.3 45.4 45.8 46.1    Expansion-2 Start Time  End Time  LEQ(dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/21/2023 0:40 10/21/2023 0:50 10/21/2023 0:30 10/21/20230:40 10/21/2023 0:20] 10/21/2023 0:30 10/21/2023 0:10 10/21/2023 0:20 10/21/2023 0:00 10/21/2023 0:10 10/20/202323:50 10/21/20230:00 10/20/2023 4 23:40 10/20/20232 23:50 10/20/202323:30 10/20/2023 23:40 10/20/202323:20 10/20/202323:30) 10/20/202323:10) 10/20/202323:20, 10/20/2023 23:00 10/20/202323:10) 10/20/2023 22:50 10/20/20232 23:00 10/20/2023 22:40 10/20/2023 22:50 10/20/2023 22:30 10/20/2023 22:40] 10/20/2023 22:20 10/20/2023 22:30 10/20/2023 22:10 10/20/2023 22:20 10/20/202322:00) 10/20/202322:10) 10/20/2023 21:50 10/20/2023 22:00 10/20/2023 21:40 10/20/202321:50 10/20/2023 21:30 10/20/2023 21:40] 10/20/2023 21:20 10/20/202321:30) 10/20/2023 21:10 10/20/20232 21:20 10/20/2023 21:00 10/20/202321:10 10/20/202320:50, 10/20/202321:00) 10/20/202320:40) 10/20/2023 20:50 10/20/2023 20:30 10/20/20232 20:40 10/20/202320:20 10/20/202320:30 10/20/202320:10 10/20/202320:20 10/20/2023 20:00 10/20/2023 20:10 10/20/2023 19:50 10/20/202320:00) 10/20/2023 19:401 10/20/2023 19:50 10/20/20231 19:30 10/20/202319:40) 10/20/2023 19:20 10/20/2023 19:30] 10/20/2023 19:10 10/20/2023 19:20 10/20/2023 19:00 10/20/2023 19:10 10/20/2023 18:50 10/20/202319:00) 10/20/2023 18:40 10/20/2023 18:50] 10/20/2023 18:30 10/20/2023 18:40 10/20/2023 18:20 10/20/2023 18:30 10/20/202318:10 10/20/2023 18:20 10/20/202318:00) 10/20/2023 18:10 10/20/202317:50 10/20/2023 18:00 10/20/202317:40) 10/20/202317:50 10/20/202317:30 10/20/202317:40  46.3 46.4 46.6 46.5 46.3 46.4 46.3 46.2 46 46.1 46.3 46.2 46.2 46 46.6 45.9 45.9] 46 45.9 46 46 46.2 47.5 46 46 46.1 46.2 46.2 46.6 46.1 46.1 46.6 46.2] 45.8 46 45.7 45.41 45.5 44.8 44.9 45.2 47.1 63.8 53.6  60.9 64.5 60.1 60.2 60.1 59.9] 63.9 59 61.3 59.5 59.8 60.7 59.8 61.3 60.4 59.2 59.3] 59.5 60.5 61.2 69.5 60.4 61.9 60.3 64.6 59.6 60 59.7 60.4 60.2 60] 61.1 60.9 58.9 62 61.1 62.7 60.5 61.3 64.7 60.1 71 90.8 71.4 Page 22 of27  47.3 47.2 47.1 47.4 47 47.2 47.1 47.2 47.1 47 47.3 46.6 46.9 46.7 47.1 46.7 46.5 46.71 46.7 46.5 46.9 47.1 48.6 46.7 46.9 47.5 47.3 46.9] 47.4 46.8 46.8 47.4 47.4 46.3 46.6 46.3 46.4 46.3 45.8 45.7 45.7 48.7 65.7 53.8  45.6 45.8 46.4 45.9] 45.8 46.2] 45.9 45.5 45.5 45.7 45.6 45.7 45.6 45.5 46.3 45.3 45.5 45.7] 45.4 45.7] 45.4 45.7 46.7 45.6] 45.6 45.4 45.4 45.8 46.2] 45.8 45.6 46 45.6 45.4 45.5] 45.2 44.9 45 44.4 44.5 44.8 46.3 62.8 53.4    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/2023 17:20] 10/20/202317:30) 10/20/20231 17:10] 10/20/2023 17:20 10/20/202317:00 10/20/202317:10) 10/20/2023 16:50 10/20/2023 17:00 10/20/2023 16:40 10/20/2023 16:50 10/20/2023 16:30 10/20/2023 16:40 10/20/20231 16:20 10/20/20231 16:30 10/20/2023 16:10 10/20/2023 16:20 10/20/2023 16:00 10/20/2023 16:10 10/20/20231 15:50 10/20/202316:00) 10/20/2023 15:40 10/20/20231 15:50 10/20/2023 15:30] 10/20/2023 15:40 10/20/2023 15:20 10/20/2023 15:30 10/20/202315:10 10/20/202315:20 10/20/2023 15:00 10/20/2023 15:10 10/20/202314:50) 10/20/2023 15:00 10/20/202314:40) 10/20/2023 14:50 10/20/202314:30) 10/20/2023 14:40 10/20/2023 14:20 10/20/2023 14:30 10/20/2023 14:10 10/20/2023 14:20 10/20/2023 14:00 10/20/2023 14:10] 10/20/202313:50 10/20/202314:00) 10/20/2023 13:40 10/20/2023 13:50 10/20/2023 13:30 10/20/2023: 13:40 10/20/202313:20) 10/20/2023 13:30 10/20/2023: 13:10 10/20/2023 13:20 10/20/2023 13:00 10/20/2023 13:10 10/20/2023: 12:50 10/20/2023 13:00 10/20/202312:40 10/20/2023 12:50 10/20/2023 12:30 10/20/2023 12:40 10/20/2023 12:20 10/20/20231 12:30 10/20/2023 12:10 10/20/2023 12:20 10/20/2023 12:00 10/20/2023 12:10 10/20/20231 11:50 10/20/2023 12:00 10/20/2023 11:40 10/20/20231 11:50 10/20/2023 11:30 10/20/202311:40) 10/20/202311:20 10/20/202311:30 10/20/2023 11:10 10/20/2023 11:20 10/20/2023 11:00 10/20/202311:10) 10/20/202310:50 10/20/202311:00) 10/20/2023 10:40 10/20/20231 10:50 10/20/2023 10:30 10/20/2023 10:40] 10/20/2023 10:20 10/20/2023 10:30 10/20/2023 10:10 10/20/2023 10:20  45.4 45.4 45.4 45.3 45.2 45 45.7 45.3 46.3 45.2 46.2 45.1 45.7 45.7 46 44.8 46.1 45.9 45.9 45.9] 48.5 45.8 45.2 45.2 45.4 46.8 45.9 46.6 45.8 45.6 46 45.5 46.1 46.1 45.9 45.9 46.1 47.1 8.8 46.4 45.5 45.7 45.8 45.4  59.4 58.8 59.1 60.1 59.1 58.5 61.4 58.5 61 59.1 60.5 58.6 59.71 60 59.9! 59.3 59.4 58.6 59.3 59.5 63.3 59.5 60.3 59.5 58.8 61 61.6 61.1 60 59.1 60.7 59.9 58.7 59.8 59.8 59.7 59.5 59.7 46.9 60.9] 58.5 58.9 59.6 58.6 Page 23 of27  45.9 46.3 46 45.9 45.7 45.9 46.2 46.4 47.3 45.7 46.9 46.1 46.9 46.8 46.8 45.6 46.9 46.6 46.6 47.1 49.2 46.5 45.8 46.1 46.1 47.3 47 47.2 46.5 46.3 46.4 46.5 46.7 46.9 46.7 46.6 46.7 47.6 45.6 47.3 46.1 46.4 46.2 46.1  45.1 44.8 44.9] 44.9] 44.9] 44.7 45.1 44.7] 45.7 44.8 45.8 44.8 45.3 45 45.7 44.4 45.7 45.6 45.4 45.5 48.1 45.3 44.9] 44.9] 45 46.5 45 46.1 45.5 45.4 45.1 44.9] 45.8 45.7 45.3 45.4 45.8 46.8 50 45.9 45.2 45.3 45.6 45.1    Expansion-2 Start Time  End Time  LEQ( (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/2023 10:00 10/20/2023 10:10 10/20/20239:50 10/20/2023 10:00 10/20/20239:40 10/20/20239:50 10/20/20239:30) 10/20/20239:40 10/20/20239:20 10/20/2023 9:30 10/20/2023 9:10 10/20/2023 9:20] 10/20/20239:00 10/20/20239:10 10/20/2023 8:50 10/20/2023 9:00 10/20/2023 8:40 10/20/2023 8:50 10/20/20238:30 10/20/2023 C 8:40 10/20/20238:20) 10/20/2023 8:30 10/20/2023 8:10 10/20/2023 8:20 10/20/2023 8:00 10/20/2023 8:10 10/20/20237:50 10/20/2023 8:00 10/20/20237:40) 10/20/2023 7:50 10/20/2023 7:30 10/20/2023 7:40 10/20/20237:20 10/20/20237:30 10/20/20237:10 10/20/20237:20, 10/20/2023 7:00 10/20/20237:10 10/20/2023 6:50 10/20/20237:00 10/20/2023 6:40 10/20/2023 6:50 10/20/2023 6:30 10/20/2023 6:40 10/20/2023 6:20] 10/20/2023 6:30 10/20/2023 6:10 10/20/2023 6:20 10/20/20236:00) 10/20/2023 6:10 10/20/20235:50 10/20/2023 6:00 10/20/2023 5:40] 10/20/2023 5:50] 10/20/2023 5:30 10/20/2023 5:40 10/20/20235:20 10/20/20235 5:30 10/20/20235 5:10] 10/20/2023 5:20 10/20/2023 5:00 10/20/20235:10) 10/20/20234:50 10/20/20235:00) 10/20/20234:40 10/20/20234:50 10/20/20234:30 10/20/2023 4:40 10/20/20234:20 10/20/20234 4:30 10/20/20234 4:10 10/20/2023 4:20 10/20/20234:00 10/20/20234:10 10/20/2023 3:50] 10/20/2023 4:00 10/20/20233:40 10/20/20233:50) 10/20/20233:30) 10/20/2023: 3:40 10/20/20233:20) 10/20/20233:30 10/20/20233 3:10 10/20/2023 3:20 10/20/2023: 3:00 10/20/2023: 3:10 10/20/2023 2:50 10/20/2023 3:00  60.5 46.4 46 45.2 45.6 47.1 50.3 45 46] 46.3 45.8 45.9 1.6 45.3 45.6 44.6 44.3 50.9] 44.9 62.3 45.6 46 49.4 0.6 46.2 59.3 46.1 5.9 48.8 47.2 47.1 46.8 46.8 47 47.5 47.7 47.4 47.6 47.41 46.8 46.7 46.6 46.2 45.7  46.5 59.4 59.6 59.5 58.5 60.3 59.9 59.7 60.6 60.1 58.4 60.2 50.8 58.8 63.9 58.4 52.4 62.3 58.6 50.7 59.5 60.1 62.2 47.4 60.5 47 47.4 50 60.5 45.5 46.9 60.6 60.4 61.2 61.4 61.5 60.4 61.3 60.1 60.7 60.6 60.1 60.9] 58.6 Page 24 of27  45.5 47.2 46.4 45.9 46.2 48.2 46.7 46.2 47.5 46.9 46.5 46.6 46 46 46.3 45.5 64 51.2 45.8 50 46.2 46.6 49.8 46.2 46.7 46.21 60.5 61.1 49 47.3 46.6 47.4 47.3 47.9 48.1 48.4 47.8 48.2 47.7 46.8 48.2 47.6 46.9 46.3  50.7 45.9 45.7 44.9 45.3 46.7 46 44.7] 45.2 45.7 45.5] 45.5 45.3 44.9 44.9] 44.3 52.7 50.7 44.6 45.1 45.2 45.8 49.1] 47.8 45.8 50.4 47.6 50.3 48.6 60.3 45.5 46.3 46.5] 47 47.6 47.3 46.9 47.3 46.6 46.2 46.3 46 45.8 45.4    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/20/20232:40) 10/20/2023 2:50 10/20/20232:30) 10/20/20232:40 10/20/20232:20 10/20/20232:30 10/20/20232:10) 10/20/20232:20 10/20/20232:00 10/20/2023 2:10 10/20/20231:50) 10/20/2023 2:00 10/20/20231:40) 10/20/2023 1:50 10/20/20231:30) 10/20/2023 1:40 10/20/20231:20 10/20/2023 1:30] 10/20/20231:10 10/20/2023 1:20 10/20/20231:00 10/20/2023 1:10 10/20/20230:50 10/20/2023 1:00 10/20/2023 0:40 10/20/2023 0:50 10/20/2023 0:30 10/20/2023 0:40 10/20/20230:20 10/20/2023 0:30 10/20/2023 0:10 10/20/2023 0:20 10/20/2023 0:00 10/20/20230:10 10/19/202323:50 10/20/20230:00 10/19/202323:40) 10/19/202323:50 10/19/202323:30 10/19/2023 23:40 10/19/202323:20 10/19/2023 23:30 10/19/202323:10 10/19/202323:20) 10/19/202323:00 10/19/202323:10 10/19/2023 22:50 10/19/2023: 23:00 10/19/2023 22:40 10/19/202322:50 10/19/202322:30) 10/19/202322:40) 10/19/2023 22:20 10/19/2023 22:30 10/19/2023 22:10 10/19/2023 22:20 10/19/2023 22:00 10/19/2023 22:10 10/19/202321:50 10/19/202322:00) 10/19/2023: 21:40] 10/19/20232 21:50 10/19/202321:30 10/19/202321:40 10/19/202321:20) 10/19/202321:30) 10/19/202321:10) 10/19/2023: 21:20 10/19/202321:00) 10/19/2023: 21:10 10/19/2023: 20:50 10/19/2023: 21:00 10/19/202320:40 10/19/202320:50 10/19/202320:30 10/19/2023 20:40 10/19/2023 20:20] 10/19/2023 20:30 10/19/2023 20:10 10/19/2023 320:20 10/19/202320:00 10/19/202320:10) 10/19/2023 19:50 10/19/2023 20:00 10/19/20231 19:40] 10/19/2023 19:50 10/19/2023 19:30 10/19/2023 19:40  45.7 46.1 45.2 45.3 44.8 45.3 45 45.4 44.7 44.3 44.2 44.4 44.4 44.6 44.4 44.8 44.7 45 44.6 44.8 45.3 45.5 45.5 46.2] 46.3 46.5 46.4 46.9] 47.4 47.2 47.3 47.1 46.9 47.4 47.8 47.9 48 49.1 48.7 48.9 48.71 48.5 48 48  59.5 60 58.8 59.8 58.5 59.2 59.9 61.4 59 59.1 58.8 58.4 59.3 58.2 59.9 58.9 59 58.9 58.5 59.4 59.8 59.2 59 60.6 59.2 60.3 59.9] 59.9] 60.7 61.2 60.8 60.9] 60.6 60.8 61.6 60.9 61.5 62.3 62.2 63.2 63.2 61 61.1 61.6 Page 25 of27  46.5 46.9 46 46.2 46.3 46.3 45.7 47 45.4 45.7 45.3] 45.3] 45.6 45.6 45.6 45.41 45.7 45.7 45.4 45.6 46.1 46.4 46.2 46.9 46.9 47.2 46.9 47.6 48.2 47.7 48.1 47.7 47.7 48 48.8 48.4 48.5 50.6 49.1 50 49.5 49.3 49 48.5  45.2 45.6] 45 44.9 44.5 44.9] 44.5 44.6 44.2 43.8 43.8 44.1 43.9 44.1 44 44.4 44.2 44.4 44.3 44.4 44.7 45 45 45.5 46 46 45.8 46 47 46.7] 46.7 46.5 46.4 47 47.1 47.4 47.7] 48 48.3 48.1 48.3 47.6 47.5 47.2    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/19/2023 19:20 10/19/202319:30) 10/19/2023 19:10 10/19/202319:20) 10/19/2023 19:00 10/19/202319:10) 10/19/20231 18:50] 10/19/202319:00) 10/19/2023 18:40] 10/19/202318:50) 10/19/2023 18:30 10/19/20231 18:40 10/19/2023 18:20 10/19/2023 18:30 10/19/20231 18:10 10/19/202318:20) 10/19/2023 18:00 10/19/2023 18:10 10/19/2023 17:50 10/19/2023 18:00 10/19/20231 17:40 10/19/2023 17:50 10/19/202317:30) 10/19/2023 17:40 10/19/20231 17:20 10/19/2023 17:30 10/19/2023 17:10 10/19/2023 17:20 10/19/2023: 17:00 10/19/2023 17:10 10/19/202316:50 10/19/2023 17:00 10/19/2023 16:40 10/19/2023 16:50 10/19/2023: 16:30 10/19/2023 16:40 10/19/202316:20 10/19/202316:30 10/19/202316:10 10/19/2023 16:20 10/19/202316:00 10/19/2023 16:10 10/19/2023 15:50] 10/19/2023: 16:00 10/19/202315:40) 10/19/202315:50) 10/19/2023 15:30 10/19/2023: 15:40 10/19/202315:20) 10/19/2023: 15:30 10/19/202315:10) 10/19/2023: 15:20 10/19/202315:00) 10/19/2023 15:10 10/19/2023 14:50] 10/19/2023 15:00 10/19/2023 14:40] 10/19/2023 14:50 10/19/2023 14:30] 10/19/2023 14:40 10/19/2023 14:20 10/19/202314:30) 10/19/2023 14:10 10/19/2023 14:20 10/19/2023: 14:00 10/19/2023 14:10 10/19/202313:50) 10/19/202314:00) 10/19/202313:40 10/19/2023 13:50 10/19/2023 13:30 10/19/2023 13:40 10/19/2023 13:20 10/19/2023 13:30 10/19/202313:10 10/19/2023 13:20 10/19/202313:00 10/19/2023 13:10 10/19/2023 12:50 10/19/2023 13:00 10/19/2023 12:40 10/19/2023 12:50 10/19/2023 12:30] 10/19/202312:40) 10/19/2023: 12:20 10/19/2023 12:30 10/19/2023: 12:10 10/19/202312:20)  48.8 48.9 48.7 49.1 48 47.7 47.2 47.9 46.4 46.2 46.2 46 46.1 45.7 46.2 46.7 45.8 47.9 48 46.9 46.4 47.3 47.4 45.9 45.9 45.9 46 45.3 46 46.4 45.8 45.6 45.3 45.3 45.6 48.2 45.7 46.6 44.9 45.9 45.5 45.8 45.6 46.4  62.1 60.7 61.6 61.7 61.8 60.6 60.7 60.8 60.4 60.5 60.2 60.1 59.9 58.2 59.7 61.9 59.7 61.1 60.3 59.6 61.1 60.7 60.1 58.8 59 61.6 60.3 59.9 60.1 61.5 59.1 60.2 59.5 57.9 61.2 62.3 59 60.2 59.6 61 59.1 60.1 59.1 59.7 Page 26 of27  50.7 49.9 49.3 50 48.9 48.5 47.6 48.9] 47.5 46.8 46.6 47.2 46.5 46.3 46.7 47.3 46.9 48.3 48.7 47.4 47 47.9 48 46.6 46.8 48.9 46.7 46.6 47 46.9] 46.8 46.4 45.7 46.1 46.9 50 46.9] 47 45.6 47.1 46.2 46.6 46.2 47  47.7 48.3] 48 48.6 47.2 47.1 46.7 47.5 45.6 45.8 45.7 45.3 45.7 45.3 45.5 46.3 45.3 47.4 47.6 46.5 46 47 47.1 45.5 45.3 44.6 45.7 44.6 45.5] 46.1 45.2 45.2 45.1 44.7] 45 47.3 45 46.1 44.6 45.4 45.1 45.3 45.3 46.1    Expansion-2 Start Time  End Time  LEQ (dB) Lpk (dB) Lmax (dB) Lmin (dB)  10/19/202312:00) 10/19/202312:10 10/19/202311:50 10/19/202312:00) 10/19/202311:40 10/19/202311:50) 10/19/202311:30) 10/19/202311:40 10/19/2023 11:20 10/19/202311:30)  45.8 46 45.6 63.9] 45.8  59.3 60.9 59.1 80.4 61.1  46.9] 47 46.3 70.5 46.9  45.3 45.5 45.3 50.5 45.3  Page 27 of27    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 68 67.8 65.2 65.2 67.1 67.6 68.1 69 68.3 69.5 69.8 69.6 69.6 69.5 70.5 69.6 68.5 69.8 65.3 64.9 65.1 64.1 63.2 63.4 55.8 48.4! 49.3 49.9 47.8 48.5 48.2 48.8 49 48.7 52.2 62 60.7 61.7 47.9 48.6 47.6 50.3 51.7 48.8 Page 1of20  Lmax (dB) 81.7 81.1 77.7 77.9 79.4 80.2 80.3 81.7 80.3 81.6 81.6 82.6 82.8 83.6 82.7 82.2 80.5 83.4 77.9 77.3 79.5 76 74.7 75.7 68.5 61.9 62.3 62.7 61.9 62.3 61.5 62.2 62.5 63.5 50.3 74.5 61.6 61.2 61.6 62.6 62 47.2 65.2 63.8  Lmin (dB) 68.4 67.7 68.2] 67.3 65.9 64.6 65.5 65 67.8 66.6 68.1 67 68.6 67.9 69.5 68.6 68.9 67.8 69.9 69.1 70.1 69.5 69.9 69.2 69.9] 69.2 69.8 69.1 70.8 70.2 70.1 69.1 69.1 68 70.4 69.3 65.7 64.9 65.3 64.5 65.4 64.7 64.6 63.7 63.91 62.7 63.8 62.9] 56.3 55.4 50.1 47.6 50.6 48.2 51.5 49.1 49.8 46.8] 50.4 47.4] 50.2 47.3] 50 47.4 50.8 48.1 50.4 47.7 63.5 75.1 62.2 61.5 50.3 46.9 48.6 62.1 49.5] 46.9] 50.6 47.6 73.2 62.3 61.9] 73.9] 76.8 65.7 51.1 47.7]  1 11/2/2023 10:20 11/2/2023: - 10:30 2 11/2/2023 10:10 11/2/202310:20 3 11/2/2023 10:00 11/2/2023 10:10] 4 11/2/20239:50 11/2/2023 10:00 5 11/2/20239:40 11/2/2023 9:50 6 11/2/20239:30 11/2/20239:40 7 11/2/20239:20 11/2/20239:30 8 11/2/20239:10 11/2/20239:20 9 11/2/20239:00 11/2/20239:10 10 11/2/20238:50 11/2/20239:00) 11 11/2/2023 8:40] 11/2/20238 8:50] 12 11/2/20231 8:30 11/2/20238:40 13 11/2/2023 8:20 11/2/20238 8:30 14 11/2/2023 8:10 11/2/2023 8:20 15 11/2/2023 8:00 11/2/2023 8:10 16 11/2/20237:50) 11/2/20238:00 17 11/2/20237:40 11/2/20237:50) 18 11/2/20237:30 11/2/20237:40 19 11/2/20237:20 11/2/20237:30 20 11/2/20237:10 11/2/20237:20 21 11/2/20237:00 11/2/20237:10 22 11/2/20236:50 11/2/20237:00 23 11/2/20236:40 11/2/20236:50 24 11/2/20236:30 11/2/20236:40 25 11/2/20236:20 11/2/20236:30 26 11/2/2023 6:10 11/2/2023 6:20 27 11/2/20236 6:00 11/2/2023 6:10 28 11/2/20235:50 11/2/2023 36:00 29 11/2/20235:40 11/2/20235:50 30 11/2/20235:30 11/2/20235:40 31 11/2/20235:20 11/2/20235:30 32 11/2/20235:10 11/2/20235:20) 33 11/2/20235:00 11/2/20235:10 34 11/2/20234:50 11/2/20235:00 35 11/2/20234:40 11/2/2023 L 4:50 361 11/2/20234:30) 11/2/20234:40 37 11/2/20234:20 11/2/20234:30 38 11/2/20234:10 11/2/20234:20 39 11/2/20234:00 11/2/20234:10 40] 11/2/20233:50 11/2/20234:00 42 11/2/20233:30 11/2/2023 3:40 43 11/2/20233:20 11/2/2023 3:30 45 11/2/20233:00 11/2/20233:10 46 11/2/2023: 2:50] 11/2/20233:00    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 52.8 47.6 47.2 48.4 48.1 50.3 49.7 48.4 48 48 47.8 48.5 49.7 47.9 50.4 51.1 47.8 48 48.1 48.7 49.3 48.6 48 51.1 49.8 47.8 48 48 49.4 48.7 48.2 48.3 48.2 48.6 49.3 53.1 49.7 49.4 49.4 48.9 49 47.5] 50.3 49.9] Page 2 of20  Lmax (dB) 67.5 61.4 60.7 62.8 61.6 63.2 63.5 63.1 61.9 62 61.1 61.9 63.2 61.7 64.1 64 61.1 61.5 61.5 63.1 64.3 62.1 62.5 64.1 63 62.6 61.6 61.7 62.9 63.2 62.7 61.1 62.8 63 63.4 67.6 62.7 62.3 64.7 62.4 62.6 61.2 68.8 62.9  Lmin (dB) 54.5 51.2 50 46.4 49.4 46.2 50.5] 47.6 49.9 47.4 51.9 49.1 51.2 48.7 50.5 47.2] 50.4 46.8 49.3 46.4 50.2 46.5] 50.8 47.5 51.3 48.9 50.2 46.8 51.7 49.3] 52 50.4 49.3 46.7 49.8 46.8 49.9 47.2] 50.8 47.3 51.1 48.3 50.2 47.6 50.2 46.9] 52.2 50.3 51.3 49 49.9 46.8 50.2 46.9 49.91 47 50.6 48.6 50.4 47.7 49.6 47.1 49.9] 47.4 49.9] 47.2 50.4 47.6 50.9 48 55.4 51.5 51.3 48.6 50.6 48.4 50.8 48.2] 50.4 48.1 50.4 48.2] 49.9 46.5 52.8 48.4 51.2 49.2  47 11/2/20232:40) 11/2/20232:50 48 11/2/20232:30 11/2/2023 2:40 49 11/2/2023 2:20 11/2/20232:30 50 11/2/20232:10 11/2/20232:20 51 11/2/2023 2:00! 11/2/20232:10 52 11/2/20231:50 11/2/20232:00 53 11/2/2023 1:40 11/2/20231 1:50 54 11/2/20231:30 11/2/2023 1:40 55 11/2/2023 1:20] 11/2/20231 1:30 56 11/2/2023 1:10 11/2/20231 1:20 57 11/2/2023: 1:00 11/2/20231:10 58 11/2/20230:50 11/2/20231:00 59] 11/2/20230:40 11/2/2023 0:50 60 11/2/20230:30) 11/2/20230:40 61 11/2/20230:20) 11/2/20230:30 62 11/2/20230:10 11/2/20230:20 63 11/2/20230:00 11/2/20230 0:10 64 11/1/2023 23:50 11/2/20230:00 65 11/1/202323:40 11/1/2023: 23:50 66 11/1/2023 23:30 11/1/2023: 23:40 67 11/1/202323:20) 11/1/202323:30) 68 11/1/202323:10 11/1/202323:20 69 11/1/202323:00) 11/1/202323:10) 70 11/1/2023 22:50 11/1/20232 23:00 71 11/1/2023 22:40 11/1/202322:50 72 11/1/202322:30 11/1/202322:40) 73 11/1/202322:20 11/1/202322:30, 74 11/1/202322:10) 11/1/202322:20 75 11/1/202322:00) 11/1/202322:10 76 11/1/202321:50) 11/1/202322:00 77 11/1/202321:40 11/1/202321:50 78 11/1/2023 21:30 11/1/202321:40 79 11/1/2023 21:20 11/1/2023 21:30 80 11/1/202321:10 11/1/2023 21:20 81 11/1/2023 21:00 11/1/2023 21:10 82 11/1/2023 20:50 11/1/2023 21:00 83 11/1/202320:40 11/1/2023 20:50 84 11/1/202320:30) 11/1/202320:40) 85 11/1/2023 20:20 11/1/2023 20:30 86 11/1/202320:10 11/1/2023 20:20 87 11/1/2023 20:00 11/1/2023 20:10 88 11/1/202319:50 11/1/2023 20:00 89 11/1/202319:40 11/1/2023 19:50] 90 11/1/202319:30) 11/1/2023 19:40    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 48.4 51.5 47.9 49.4 48.4 50.3 47.4 47.8 47.4 47.4 47.4 47.4 47.1 47 48 49.6 59.7 59.4 66.8 67.3] 68.6 68.5 67.2 67.2 68.9 68.2 66.3 67 66.9 68.6 65.5 67.9 68.6 67.7 68.5 64.5 67.7 65.6 67.3 66.7 68 66.7 66.1 66 Page 3 of20  Lmax (dB) 61.9 65.6 61.7 63 61.7 62.8 61.7 62.1 61.8 62 61.5 61.4 60.8 61.2 67.8 63.7 71.3 72.9 78.4 79.7 80 81.1 80.1 80 82.8 80.2 79.8 78.7 81.9 81.7 79.1 82.4 81.5 79.6 81.8 78.7 80.4 78.5 79.6 80.5 80.8 79.3 78.2 78.9  Lmin (dB) 50.4 47.4 53.2 49.7 49.9 46.7 50.8 48.3 50 47.5 52.7 48.6 49.8 46.2 49.8 46.6 49.7 45.8] 49.8 46.1 49.7 46.2 49.3 46.4 49.5 45.8 49.1 45.9] 50.2 46.7 51.2 48.7 60.5 59.3 59.8 59 67.2 66.2 67.7 66.9] 69.5 67.9 69.1 67.8 68.3] 66.5 68 66.3 70.4 67.3 68.6 67.6 67.3 65.5 67.6 66 68.6 65.3 69.3 68 66.5 64.8 69 66.6 69.2 67.5 68.3 67 69.4 67.4 64.8 64.3 67.9 67.3 67 64.8 68 66.3 67.3 66.2 69.6 66.3 67.3 66 66.71 65.7 66.7 64.7  91 11/1/202319:20 11/1/2023 19:30 92 11/1/202319:10 11/1/202319:20 93 11/1/202319:00) 11/1/202319:10) 94 11/1/20231 18:50 11/1/2023 19:00 95 11/1/20231 18:40 11/1/2023 18:50 96 11/1/202318:30) 11/1/2023 - 18:40 97 11/1/202318:20) 11/1/202318:30) 98 11/1/202318:10 11/1/2023 18:20 99 11/1/202318:00 11/1/202318:10 100 11/1/202317:50) 11/1/202318:00 101 11/1/202317:40 11/1/2023: . 17:50 102 11/1/202317:30 11/1/2023 17:40 103 11/1/202317:20) 11/1/2023 17:30 104 11/1/202317:10) 11/1/202317:20) 105 11/1/2023 17:00] 11/1/2023 17:10 106 11/1/202316:50 11/1/202317:00) 107 11/1/2023 16:40 11/1/202316:50 108 11/1/2023 16:30 11/1/202316:40 109 11/1/2023 16:20 11/1/2023 16:30 110 11/1/2023 16:10 11/1/2023 16:20 111 11/1/2023 16:00 11/1/202316:10 112 11/1/202315:50) 11/1/2023 16:00 113 11/1/2023 15:40 11/1/2023 15:50 114 11/1/202315:30 11/1/2023 15:40 115 11/1/202315:20 11/1/202315:30 116 11/1/2023 15:10 11/1/2023: 15:20 117 11/1/202315:00) 11/1/2023 15:10 118 11/1/202314:50 11/1/2023 15:00 119 11/1/202314:40) 11/1/202314:50) 120 11/1/2023: 14:30 11/1/2023 14:40 121 11/1/202314:20 11/1/20231 14:30 122 11/1/202314:10 11/1/202314:20 123 11/1/202314:00 11/1/202314:10 124 11/1/2023: 13:50 11/1/2023: 14:00 125 11/1/2023 13:40 11/1/2023: 13:50 126 11/1/202313:30 11/1/202313:40 127 11/1/20231 13:20 11/1/202313:30 128 11/1/2023 13:10 11/1/202313:20 129 11/1/2023 13:00 11/1/202313:10 130 11/1/202312:50 11/1/202313:00 131 11/1/2023 12:40 11/1/2023 12:50 132 11/1/2023 12:30 11/1/2023 12:40 133 11/1/2023 12:20 11/1/2023 12:30 134 11/1/202312:10) 11/1/2023 12:20    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 68 67.4 65.2 69.2 66.9 65.7 68.4 66.1 65.9 68.6 68.3 66.8 67.71 66.1 66.2 68.7 67.1 67.9 67.3 67.2 68.7 68.3 70.2 69.41 70 71.7 71.9 69.2 70.2 69.7 69.7 64.8 62.9 63.7 61.9 62.9 48.6 48.1 47.8 48 47.9] 47.8 48.3 47.5 Page 4of20  Lmax (dB) 82.3 78.8 78.6 83.2 79 78.4 81.8 78.7 79.9 81.7 80.8 81 79.3 78.5 79.4 81.4 80.1 81 80.6 80.7 80.9 80.8 83.6 83.9 82.1 85 85.2 82 84.2 82.9 81.8 77 75.5 75.5] 73.3 75.2 62.8 62.1 61.6 62.1 62 62.8 61.8 61.2  Lmin (dB) 69 66.5 67.8 67 65.8 64.8 69.8 68.7 67.6 66.4 66.1 64.8 69.8 67.2 67.3 65 67.5 65.1 69.1 68 69.1 67.4 68.3 65.5] 68 67.2 66.9 65.3 66.9 65.6 69.5 67.2 67.6 66.2 68.4 67.4 68.1 66.2 67.6 66.8 69.1 68.2 68.7 68 71.3 69 70.2 68.7 70.4 69.4 72.5 70.7 72.6 70.6 70 68.4 70.6 69.3 70.8 69.1 70.4 69 65.3 64.3 63.5 62.5 64.1 63.1 62.2 61.5] 63.3 62.5 50 47.6 49.9 47.1 50 46.7 50.1 46.8 50.3 46.8 50.2 46.7] 50 47.4 49.7 46.4  135 11/1/202312:00 11/1/2023 12:10 136 11/1/202311:50 11/1/2023 12:00 137 11/1/2023 11:40 11/1/2023: 11:50 138 11/1/202311:30 11/1/202311:40 139 11/1/202311:20) 11/1/2023 11:30 140 11/1/2023 11:10 11/1/202311:20 141 11/1/2023 11:00 11/1/202311:10) 142 11/1/2023 10:50 11/1/202311:00) 143 11/1/2023 10:40 11/1/2023: 10:50 144 11/1/2023 10:30 11/1/2023: 10:40 145 11/1/2023 10:20 11/1/202310:30 146 11/1/202310:10) 11/1/202310:20) 147 11/1/202310:00) 11/1/202310:10) 148 11/1/20239:50 11/1/202310:00) 149 11/1/20239:40 11/1/20239:50 150 11/1/20239:30 11/1/2023.9:40 151 11/1/2023 9:20 11/1/20239 9:30 152 11/1/20239:10 11/1/20239:20 153 11/1/20239:00 11/1/20239:10 154 11/1/2023 8:50 11/1/20239:00 155 11/1/20238:40 11/1/20238:50 156 11/1/20238:30 11/1/20238:40 157 11/1/20238:20 11/1/20238:30 158 11/1/2023 8:10 11/1/20238 8:20] 159 11/1/20238:00 11/1/20238:10 160 11/1/20237:50 11/1/20238:00 161 11/1/20237:40 11/1/20237:50 162 11/1/20237:30 11/1/20237:40 163 11/1/20237:20 11/1/20237:30 164 11/1/20237:10 11/1/20237:20 165 11/1/20237:00 11/1/20237:10 166 11/1/2023 6:50 11/1/2023.7:00 167 11/1/2023 6:40 11/1/2023 t 6:50 168 11/1/20236:30 11/1/2023 6:40 169 11/1/20236 6:20] 11/1/2023 6:30 170 11/1/20236:10 11/1/20236:20 171 11/1/20236:00 11/1/20236:10 172 11/1/20235:50 11/1/20236:00 173 11/1/20235:40 11/1/20235:50 174 11/1/20235:30 11/1/20235:40 175 11/1/20235:20 11/1/2023 5:30 176 11/1/20235:10 11/1/20235:20 177 11/1/20235:00 11/1/2023 5:10 178 11/1/20234:50 11/1/2023 5:00    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 47.2 47 47.3 47.4 47.2 47.3 47.8 47.5 47.5 47.2 47.4 47.9 47.3 51.6 46.9 47.3 471 46.9 47.9 51.5 47.2 47.2 47.2 48.2 47.5 47.4 46.8 46.9 47.3 47.5 47.1 47.4 46.8 47.5 47.7 46.9 46.9 47 47.6 47.1 47.1 61.8 59.2 47.5 Page 50 of20  Lmax (dB) 61.5 62.6 61.5 61.6 62.1 61.2 63.2 61.2 61.5 61.1 61.4 62 61.5 64 61.4 60.6 61.71 60.4 62.3 66.8 61.5 60.9 63 72.5 61.3 62.2 61 61.1 61.5 61.7 61 61.6 60.3 61.9 62.1 61.6 60.5 61 62.1 61.1 61.4 49.9 69.8 61.9  Lmin (dB) 49.5 46 49.5 45.8 49.6 46.2 50.3 46.1 49.6 45.9 49 46.2] 50.2 46.4 49.7 46.3 49.7 46.4 49.7 45.9 49.4 46.2 50.3 46.7 49.9 46 53.3 50.7 49.4 45.5 49.6 46.1 49.8 45.8 49.3 45.7 50.2 46.7 53.4 49.6 49.7 45.9 49.4 46] 49.9 45.7] 50.2 46.5 49.5 46.3 49.9 46.3 49.4 45.4 49.6 45.7 49.9 46.1] 50 46.3 49.4 46 50 46.1 49.2 45.6 49.7 46.3 49.8 46.2 49.7 45.5 49.4 45.5 49.6 45.9] 49.7 46.6 49.2 45.8 49.5 45.8 46 57.7 59.4 59 49.8 46.3  179 11/1/20234:40) 11/1/20234:50 180 11/1/20234:30 11/1/20234:40 181 11/1/20234:20 11/1/20234:30 182 11/1/2023 4:10 11/1/20234:20 183 11/1/20234:00 11/1/20234:10 184 11/1/20233:50 11/1/20234:00 185 11/1/20233:40 11/1/20233 3:50 186 11/1/20233:30 11/1/20233:40 187 11/1/20233:20) 11/1/20233:30 188 11/1/20233:10 11/1/20233:20 189 11/1/20233:00 11/1/20233:10 190 11/1/20232:50 11/1/20233:00 191 11/1/20232:40 11/1/20232:50 192 11/1/20232:30 11/1/20232:40 193 11/1/20232:20 11/1/20232:30 194 11/1/20232:10 11/1/20232:20 195] 11/1/20232:00 11/1/20232:10 196 11/1/20231:50 11/1/20232:00 197 11/1/2023 1:40 11/1/20231:50 198 11/1/2023 1:30 11/1/20231:40 199 11/1/20231 1:20 11/1/20231:30 200 11/1/2023 1:10 11/1/20231:20 201 11/1/20231:00 11/1/20231:10) 202 11/1/20230:50 11/1/20231:00 203 11/1/20230:40 11/1/20230:50) 204 11/1/20230:30 11/1/2023 30:40 205 11/1/20230:20 11/1/20230:30 206 11/1/20230:10 11/1/20230:20 207 11/1/20230:00) 11/1/20230:10 208 10/31/2023 23:50 11/1/20230:00 209 10/31/202323:40 10/31/202323:50, 210 10/31/202323:30 10/31/202323:40) 211 10/31/2023: 23:20 10/31/202323:30 212 10/31/2023 23:10 10/31/202323:20) 213 10/31/2023 23:00 10/31/2023 23:10 214 10/31/202322:50) 10/31/202323:00 215 10/31/2023 22:40 10/31/2023 22:50] 216 10/31/202322:30) 10/31/2023 22:40 217 10/31/202322:20 10/31/202322:30) 218 10/31/202322:10) 10/31/202322:20) 219 10/31/20232 22:00 10/31/202322:10) 220 10/31/202321:50 10/31/2023 22:00 221 10/31/202321:40) 10/31/2023 21:50 222 10/31/202321:30) 10/31/2023 21:40    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 59.2 60.7 46 47.2 60.9 47.41 47.6 47.5 61.2 47.2 47.8 47.7 47.3 47.3 47.4 47.3 49 47.3 48.7 47.4 50.4 62.3 68.6 68.1 68.6 68.3 67.5 68.4 68.7 67.8 68.5] 69.6 68.8 69 68.5 68.1 68.2 68.5 67.7 68 68.2 68.9 69 67.1 Page 6 of20  Lmax (dB) 70] 70.9 60.7 61.4 60.4 62.3 62.4 61.1 60.7 62 62.9 61.9] 61.2 62.6 61.5 61.6 64.5 61.4 62 61 63.6 75.3 81.7 81.4 82 80.7 80.7 80.1 81.1 80.7 80.7 81.9 81.8 81.5 80.7 81.41 80.9 82.5 80.5 80.7 80.7 82 82.1 79.3  Lmin (dB) 59.5 58.8 61.1 60.5 69.5 61 49.5 45.9 47.7 62.4 49.7 46.2] 50.3 46.5 49.5 46.5 51.1 63.5] 49.5 46.1 49.5 46.6 49.9] 46.6 49.7 45.9] 49.61 46 49.7 46.3 50 45.8 50.5 48 49.8 46.2] 50.3 47.5 49.4 46.2 52.1 49.6 62.7 62 69 68.1 68.7 67.6 69 68.2 68.7 67.6 67.9 67.1 68.7 68 69.3 68.1 68.4 67.2] 68.9 68.1 69.9 69.4 69.6 67.8 69.3 68.5 69 68 68.71 67.7 68.6 67.8 69 68 68.2 67.5 68.5 67.5 68.8 67.6 70.1 67.9] 69.41 68.7 67.4 66.8]  223 10/31/202321:20 10/31/202321:30) 224] 10/31/202321:10 10/31/202321:20) 225 10/31/202321:00 10/31/202321:10 227 10/31/202320:40) 10/31/202320:50) 228 10/31/2023 20:30 10/31/2023 20:40 229 10/31/2023 20:20 10/31/2023 20:30 230 10/31/2023 20:10 10/31/2023: 20:20 231 10/31/2023 20:00 10/31/2023: 20:10 232 10/31/2023 19:50] 10/31/2023 20:00 233 10/31/2023 19:40] 10/31/2023 19:50 234 10/31/2023 19:30 10/31/2023 19:40 235 10/31/2023 19:20 10/31/20231 19:30 236 10/31/2023 19:10 10/31/2023: 19:20 237 10/31/2023 19:00 10/31/2023 19:10] 238 10/31/202318:50) 10/31/20231 19:00 239 10/31/2023 18:40 10/31/2023 18:50 240 10/31/2023 18:30 10/31/2023 18:40 241 10/31/2023 18:20 10/31/2023 18:30 242 10/31/202318:10 10/31/2023 18:20 243 10/31/2023 18:00 10/31/2023 18:10 244 10/31/2023 17:50 10/31/2023 18:00 245 10/31/202317:40 10/31/2023: 17:50 246 10/31/2023: 17:30 10/31/202317:40) 247 10/31/20231 17:20 10/31/20231 17:30 248 10/31/2023: 17:10 10/31/202317:20 249 10/31/202317:00 10/31/202317:10 250 10/31/2023 16:50 10/31/202317:00) 251 10/31/2023 16:40 10/31/2023 16:50 252 10/31/2023 16:30 10/31/2023 16:40 253 10/31/202316:20) 10/31/202316:30) 254 10/31/2023 16:10 10/31/202316:20) 255 10/31/2023 16:00 10/31/2023 16:10] 256 10/31/2023 15:50 10/31/2023 16:00 257 10/31/202315:40 10/31/2023 15:50 258 10/31/2023 15:30 10/31/2023 15:40 259 10/31/2023 15:20 10/31/2023 15:30 260 10/31/202315:10 10/31/2023 15:20 261 10/31/202315:00) 10/31/202315:10 262 10/31/2023 14:50 10/31/20231 15:00 263 10/31/2023 14:40 10/31/2023 14:50 264 10/31/2023 14:30 10/31/20231 14:40] 265 10/31/2023 14:20 10/31/202314:30 266 10/31/2023 14:10 10/31/2023 14:20 267 10/31/2023 14:00 10/31/2023 14:10    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 68.9 67 68.2 68.6 67.3 66.6 68.5 68.9 67.1 67.5 67.7 68.2 69.5 68 69.1 69.4 69.6 68.6 69.5 68.7 68.5 69.8 68.8 68.3 69.3 68.8 68 68.2 68.6 68.4 68.8 68.3 68.4 65.7 66 65.6 67.8 68.1 67.5 67.5 67.4 65.6 67.2 67.8 Page 7 of20  Lmax (dB) 82.2 79 80.1 81.5 79.7 79.5 80.1 80.9 80 80.6 79.1 80.8 81.6 80.5 82.7 81.4 81.8 80.8 82.8 82.6 81.2 82.4 81.8 81.5 82.7 82.2 80.2 80 81 81.4 82.7 80.6 81.4 79.2 78.2 78.7 81.5 81.6 80.5 80.8 80.1 79.5] 79.1 80.3  Lmin (dB) 69.6 67.8 67.41 66.4 68.5 67.9 68.8 68.4 67.6 66.9 67.4 65.6 69 68 69.2 68.5 67.6 66.7 67.8 67.2 68.5 67 68.5 68 69.9 69.2 68.4 67.7 69.7 68.7 69.8 68.9 70 69.2] 68.9 68.3 69.7 69.1 69.6 68 69.4 67.9] 70 69.3 69.8 68.1 68.7 68.1 70 68.5] 69.41 68 68.5 67.7] 68.5 67.8 69.5 68.2 68.9 68.1 69.3 68.4 68.9 67.6 69 67.8 66.4 64.8 66.5 65.6 66.1 65 68.5 67.2 69.4 66.8 68 67 67.9 67.1 67.7 67 66.5 65.1 67.7 66.9] 69.2 67.1  268 10/31/2023 13:50! 10/31/2023 14:00 269 10/31/2023 13:40 10/31/2023 13:50 270 10/31/2023 13:30 10/31/2023 13:40 271 10/31/2023 13:20 10/31/202313:30 272 10/31/2023 13:10 10/31/2023: 13:20 273 10/31/2023 13:00 10/31/2023 13:10 274 10/31/2023 12:50 10/31/2023 13:00 275 10/31/2023 12:40 10/31/202312:50 276 10/31/202312:30 10/31/2023 12:40 277 10/31/2023 12:20] 10/31/2023 12:30 278 10/31/2023 12:10] 10/31/2023 12:20 279 10/31/2023: 12:00 10/31/2023: 12:10 280 10/31/2023 11:50 10/31/2023 12:00 281 10/31/2023 11:40 10/31/2023 11:50 282 10/31/202311:30 10/31/2023: 11:40 283 10/31/202311:20 10/31/20231 11:30 284 10/31/2023 11:10 10/31/2023 11:20 285 10/31/2023: 11:00 10/31/2023 11:10 286 10/31/2023 10:50 10/31/2023 11:00 287 10/31/2023: 10:40 10/31/2023 10:50 288 10/31/2023 10:30 10/31/2023 10:40 289 10/31/2023 10:20] 10/31/2023: 10:30 290 10/31/202310:10) 10/31/202310:20) 291 10/31/2023 10:00 10/31/202310:10 292 10/31/20239 9:50 10/31/202310:00) 293 10/31/20239:40 10/31/20239:50 294 10/31/20239:30 10/31/20239:40 295 10/31/20239:20) 10/31/2023 9:30 296 10/31/20239:10 10/31/2023 9:20 297 10/31/2023.9:00) 10/31/20239:10 298 10/31/20238:50 10/31/20239:00 299 10/31/20238:40 10/31/2023 8:50 300 10/31/20238:30 10/31/2023 8:40 301 10/31/20238:20 10/31/2023 8:30 302 10/31/20238:10 10/31/20238:20 303 10/31/20238:00 10/31/2023 8:10 304 10/31/20237:50) 10/31/20238:00) 305 10/31/20237:40) 10/31/20237:50) 306 10/31/20237:30 10/31/20237:40 307 10/31/2023 7:20 10/31/20237:30 308 10/31/20237:10 10/31/20237:20 309 10/31/20237:00 10/31/20237:10 310 10/31/2023 6:50 10/31/20237:00 311 10/31/2023 6:40 10/31/2023 6:50    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 66.8 67.9 56.8 49.6 48 48.8 48.8 47.8 49.4 48.3 48.3 49.8 48.8 48.1 48.9 47.6 48.4 48.3 49.8 50.4 47.8 50.1 48.1 52 53 48.5 48.3 47.8 48.2] 49 48.3 48.6 50.9 52 51.4 48.3 49.6 49.2 49.3 48.5 49.7 50.3 48.8 52.8 Page 8 of20  Lmax (dB) 80 80.2 70.4 63.2 62.2 63.2 63 62.7 63.4 62 61.7 63.2 61.7 62 63 61.4 62.1 62.6 67.4 68.4 62 63.9 62 65.9 69.9] 63.9 61.7 62 62.8 63.7 62.6 63 65.6] 66.4 65.1 62.2 63.2 63 62.6 62.4 67.7 63.4 62.5 69  Lmin (dB) 67.3 66.2 68.6 67.5] 57.2 56.5 51.4 48.8 49.9] 46.9 50.5 48 50.8 47.6 50 46.8 51 48.4 50.5 47.2 50.2 47.2 50.8 49.2 50.6 47.8 49.9] 47.2 50.7 47.9 49.7 46.5 50 47.1 50.2 47.2 51 48.6 51.4 49.4] 50 46.9 51.8 49.4 50.2 46.8 52.9 50.8 54.4 51.7 50.4 47.6] 50.1 47.4 49.6 46.8] 50.3 47 50.9 47.7 49.9! 47.4 50.6 47.6] 52.8 49.7 54 49.8 52.7 50.7] 50.1 47.2 50.7 48.4 50.6 48.4 51.2 48.5] 50.3 47.6 50.9] 48.7 51 49.7 50.9 47.9] 55.2 51.5  312 10/31/20236:30 10/31/2023 6:40 313 10/31/20236:20 10/31/20236:30 314 10/31/20236:10 10/31/2023 6:20] 315 10/31/2023 6:00 10/31/2023 6:10 316 10/31/2023! 5:50 10/31/2023 6:00 317 10/31/2023! 5:40 10/31/2023 5:50 318 10/31/20235:30) 10/31/20235:40) 319 10/31/20235:20 10/31/20235 5:30 320 10/31/20235:10 10/31/20235:20 321 10/31/20235:00 10/31/20235:10 322 10/31/20234:50 10/31/20235:00 323 10/31/20234 4:40 10/31/20234 4:50 324 10/31/20234:30 10/31/20234:40 325 10/31/20234:20 10/31/20234:30 326 10/31/20234:10 10/31/20234:20 327 10/31/20234 4:00 10/31/20234:10 328 10/31/20233:50 10/31/20234:00 329 10/31/20233:40 10/31/20233:50 330 10/31/20233:30 10/31/20233:40) 331 10/31/20233:20) 10/31/2023 3:30! 332 10/31/20233:10 10/31/2023 3:20 333 10/31/20233:00 10/31/20233:10 334 10/31/20232:50 10/31/2023 3:00 335 10/31/20232:40 10/31/20232:50 336 10/31/20232:30) 10/31/20232:40 337 10/31/20232:20) 10/31/20232:30) 338 10/31/20232:10) 10/31/2023 2:20 339 10/31/20232:00 10/31/2023: 2:10 340 10/31/20231:50 10/31/20232:00 341 10/31/20231:40 10/31/20231:50 342 10/31/20231:30 10/31/20231:40 343 10/31/20231:20 10/31/20231:30 344 10/31/20231:10 10/31/20231:20 345 10/31/2023 1:00 10/31/20231:10 346 10/31/2023 0:50 10/31/2023 1:00 347 10/31/20230:40 10/31/2023 0:50 348 10/31/20230:30 10/31/2023.0:40 349 10/31/20230:20 10/31/2023 0:30 350 10/31/20230:10 10/31/20230:20 351 10/31/20230:00) 10/31/20230:10 352 10/30/202323:50) 10/31/20230:00 353 10/30/202323:40) 10/30/202323:50 354 10/30/2023 23:30] 10/30/2023 23:40 355 10/30/2023 23:20 10/30/2023 23:30    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 52] 48.1 49.2 47.5 47.5 48.2 48.7 50.7 50.9 52 50.7 50.1 49 50.1 47 47.7 47.3 47.5 48.1 48 50 47.3 47.5 49.9 47.7 47.7 47.6 47.4 48.7 48.7 49.6 50.4 59 66.8 66.2 67.9 67.1 66.7 67.5 67.5 67.6 69.3 67.6 67.4 Page 9 of20  Lmax (dB) 66.8 61.9 63.7 61.4 63 62.6 62.9 70.4 68.7 70.8 64.6 68.5 63.1 68.5 60.6 61.5 60.6 61.4 62.2 62.1 63.1 61.5 61.5 64.1 61.2 61.7 61.2 62.3 62 62.2 67.4 63.5 72.2 79 80 81 79.1 79.6 79.1 80.5 79.5 82 80.4 81.4  Lmin (dB) 52.7 50.8] 49.9 47.3] 50.9 48 49.3 46.8 49.5 46.3 50.7 47.1 50.3 47.9] 51.5 50 52.3 49.5 52.5 51.6 51.7 50.2] 50.9] 49.3 50 48.3 51.6 49.2 49.2 46 49.7 46.7 48.6 46.1 48.9 46.5 49.8 47.3 49.5] 47.3 51 49.3 49.1 46.7 49.8 46.4 51.3 49.2 49.5 46.8] 49.6 46.6 49.4 46.6 49 46.4 50.3 47.7 50.7 47.8 52.6 47.5] 51.7 49.7] 59.9 58 67.3 66.5] 66.7 65.6 68.1 67.5 67.4 66.8 67 66.4 67.9 67.1 67.7 67.2] 68 67.2 69.7 68.8 68.2 67.2] 67.9] 66.8  356 10/30/202323:10 10/30/202323:20) 357 10/30/202323:00 10/30/202323:10) 358 10/30/202322:50 10/30/202323:00) 359 10/30/202322:40 10/30/2023 22:50 360] 10/30/202322:30) 10/30/2023 22:40 361 10/30/202322:20) 10/30/2023: 22:30 362 10/30/202322:10 10/30/2023 22:20 363 10/30/202322:00 10/30/2023 22:10 364 10/30/202321:50 10/30/2023 22:00 365 10/30/202321:40 10/30/202321:50) 366 10/30/2023 4 21:30 10/30/2023 21:40 367 10/30/2023 21:20 10/30/2023 21:30 368 10/30/2023 21:10 10/30/2023: 21:20 369 10/30/202321:00) 10/30/202321:10 370 10/30/2023 20:50 10/30/202321:00 371 10/30/2023 20:40 10/30/2023: 20:50 372 10/30/202320:30) 10/30/202320:40 373 10/30/202320:20) 10/30/202320:30) 374 10/30/202320:10) 10/30/202320:20) 375 10/30/2023 20:00 10/30/2023 20:10 376 10/30/202319:50 10/30/2023: 20:00 377 10/30/202319:40) 10/30/2023 19:50 378 10/30/2023 19:30 10/30/2023 19:40 379 10/30/2023 19:20 10/30/2023 19:30 380 10/30/20231 19:10 10/30/20231 19:20 381 10/30/2023 19:00] 10/30/2023 19:10 382 10/30/2023 18:50 10/30/2023 19:00 383 10/30/2023 18:40 10/30/2023 18:50] 384 10/30/20231 18:30 10/30/20231 18:40 385 10/30/2023 18:20] 10/30/2023 18:30 386 10/30/2023 18:10 10/30/202318:20 387 10/30/20231 18:00 10/30/202318:10 388 10/30/2023 17:50 10/30/202318:00; 389 10/30/202317:40) 10/30/2023 17:50 390 10/30/20231 17:30 10/30/2023 17:40 391 10/30/202317:20 10/30/2023 17:30] 392 10/30/202317:10 10/30/2023 17:20 393 10/30/202317:00 10/30/2023 17:10 394 10/30/2023 16:50] 10/30/2023 17:00 395 10/30/202316:40 10/30/202316:50) 396 10/30/2023 16:30] 10/30/2023: 16:40 397 10/30/2023 16:20 10/30/2023 16:30! 398 10/30/2023 16:10 10/30/2023 16:20 399 10/30/2023 16:00 10/30/2023 16:10    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 67.5 69.2 66.1 67.4 68.1 67.5 66.8 66.5 68.8 67.6 66.5 65.5 66.3 68.9 66.6 67.3 67.1 68.3 66.5 75.7 65.2 68.7 66.5 66.8 66.9 67.3 67.7 67.3 67.1 67.9 67.4 69.2 67 67 66.8 66.3 66.41 66.7 67 68.5] 61.4 62.3 60.8 62.3 Page 10 of20  Lmax (dB) 79.3 82.4 79.2 79.9 82.1 80.4 80.1 78.8 81.5 80.9 78.3 78.8 79.6 81.6 80 79.4 80 67.5 76 85.6 77.7 80.9 82.4 78.5 80.3 80.8 80.9 79.6 79.4 80.5 80.6 82.8 79.6 80 80.2 78.4 79.9 79.7 79.6 81.8 72.5 75.6 72.8 73.9  Lmin (dB) 67.9] 66.9] 70.1 68.1 66.4 65.8 67.6 66.9 68.3 67.7 67.9 67.1 67.4 66.4 66.7 66.2 69.1 68.4 68.4 66.7 67 66.2 65.9 65.1 66.7 66 69.3 68.5] 66.9] 66.2 67.71 66.9 67.6 66.3 76 86.5 85.9 76.3 76.3 74.9 65.4 64.8 68.9 68.3 67.6 65.9 67.3 66.4 67.3 66.6 67.6 67 68.1 67.4 67.6 66.8 67.5 66.8 68.3 67.5 68 67.1 69.7 68.8 67.4 66.5 67.4 66.5 67.1 66.4 66.5 66 66.7 66 66.9 66.3 67.5 66.4 68.8 68 62.1 60.9 62.9 61.9 61.2 60.2 63.2] 61.9]  400 10/30/2023 15:50] 10/30/202316:00 401 10/30/202315:40 10/30/2023 15:50 402 10/30/2023 15:30 10/30/2023 15:40 403 10/30/2023 15:20! 10/30/2023 15:30 404 10/30/2023 15:10 10/30/2023 15:20 405 10/30/2023 15:00 10/30/2023 15:10 406 10/30/2023 14:50 10/30/2023 15:00 407 10/30/2023 14:40] 10/30/2023 14:50 408 10/30/2023 14:30] 10/30/2023 14:40 409 10/30/2023 14:20! 10/30/2023 14:30 410 10/30/2023 14:10 10/30/2023 14:20 411 10/30/2023 14:00 10/30/2023 14:10 412 10/30/2023 13:50 10/30/2023 14:00 413 10/30/2023 13:40 10/30/2023 13:50 414 10/30/2023 13:30 10/30/20231 13:40 415 10/30/2023 13:20 10/30/202313:30) 416 10/30/202313:10 10/30/202313:20) 417 10/30/2023 13:00 10/30/2023 13:10 418 10/30/2023 12:50 10/30/2023 13:00 419 10/30/202312:40 10/30/202312:50) 420 10/30/2023 12:30 10/30/2023 12:40 422 10/30/2023 12:10 10/30/2023 12:20 423 10/30/2023 12:00 10/30/20231 12:10 424 10/30/2023 11:50 10/30/202312:00 425] 10/30/2023 11:40 10/30/2023: 11:50 426 10/30/2023 11:30 10/30/20231 11:40 427 10/30/2023 11:20 10/30/2023 11:30 428 10/30/2023: 11:10 10/30/202311:20) 429 10/30/2023 11:00 10/30/2023 11:10 430 10/30/2023 10:50 10/30/202311:00 431 10/30/202310:40 10/30/202310:50 432 10/30/202310:30 10/30/202310:40) 433 10/30/20231 10:20 10/30/2023 10:30 434 10/30/2023 10:10 10/30/2023 10:20 435 10/30/2023 10:00 10/30/202310:10) 436 10/30/20239:50 10/30/202310:00 437 10/30/20239:40 10/30/20239:50 438 10/30/20239:30 10/30/2023 9:40 439 10/30/20239:20 10/30/20239:30 440 10/30/20239:10 10/30/20239:20 441 10/30/2023 9:00 10/30/2023 9:10 442 10/30/2023 8:50 10/30/20239:00 443 10/30/2023 8:40 10/30/20238:50 444 10/30/2023 8:30 10/30/2023 8:40]    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 69.5 69.2 68.2 68.5 68.9 69 69.7 68.6 68.3 67.1 47.4 47.8 47.3 46.8 46.8 47.1 47.2 47.1 47.5 47.3 47.6 47.2 47.2 47.4 47.6 47.7 47.5] 47.3 47.5 48 47 47.3 47 50.5 47.4 47.4 47.6 47.3 48.1 48.1 47.2 47.6 47.4 47.8 Page 11 of20  Lmax (dB) 82.4 83.4 81.6 81.5 82.1 82.2 82 81.8 79.7 80.7 61.2 62.4 61.5 61.5 60.5] 61.1 60.7 60.6 62.3 60.8 61.8 61.6 61.7 61.9 62 62.2 63.1 61.6 61.1 62.8 60.9 61.6 60.9 64.6 61.6 61.4 61.4 61.9 61.3 61.9 61.7 61.1 61.7 62.1  Lmin (dB) 69.7 69.2 69.7 68.9] 68.5 67.9] 68.8 68.2] 69.5 68.4 69.3 68.7 70.3 69.2 68.9 68 68.6 68.1 67.6 66.8 49.6 46.5 50.1 46.6 49.7 46.1 49.5 45.4 49.1 45.6] 49.8 45.8] 49.5 46 49.6 46 49.8 46.4 49.6 46 49.8 46.4 49.6 46 49.5 46.2 49.9 46.2] 49.9 46.1 49.91 46.6 49.7 46.4 50 45.9] 49.8 46.2] 50.2 46.8 49.4 45.8 49.9] 46.2 49.6 45.8 52 49.8 49.4 46.4 49.8 46.3 49.8 46.6 49.2 46.3 50 47.1 49.8 47 49.4 45.8 49.6 46.6 49.9 46.4 50.1 46.8  445 10/30/2023 8:20 10/30/2023 8:30 446 10/30/2023 8:10 10/30/2023 8:20 447 10/30/20238:00 10/30/20238:10 448 10/30/20237:50 10/30/20238:00 449] 10/30/2023 7:40 10/30/20237:50 450 10/30/20237:30) 10/30/20237:40 451 10/30/20237:20 10/30/20237:30 452 10/30/20237:10) 10/30/20237:20 453 10/30/20237:00 10/30/20237:10) 454 10/30/2023 6:50 10/30/20237:00) 455 10/30/20236:40 10/30/2023 6:50 456 10/30/20236:30 10/30/2023 36:40 457 10/30/20236:20 10/30/2023 6:30 458 10/30/20236:10 10/30/20236:20 459 10/30/20236:00) 10/30/20236:10 460 10/30/20235 5:50 10/30/20236:00 461 10/30/2023 5:40 10/30/2023 5:50 462 10/30/2023 5:30 10/30/2023 5:40 463 10/30/20235:20 10/30/20235:30 464 10/30/20235:10 10/30/20235:20 465 10/30/20235:00) 10/30/2023 5:10 466 10/30/20234:50 10/30/2023 5:00 467 10/30/20234:40 10/30/20234:50 468 10/30/2023 4:30 10/30/2023 4:40 469 10/30/20234:20 10/30/2023 4:30 470 10/30/20234:10 10/30/2023 4:20 471 10/30/20234:00) 10/30/20234:10 472 10/30/20233:50 10/30/20234:00 473 10/30/20233:40 10/30/20233:50 474 10/30/20233:30 10/30/20233:40 475 10/30/20233:20 10/30/20233:30 476 10/30/2023: 3:10 10/30/2023: 3:20 477 10/30/2023: 3:00 10/30/20233:10 478 10/30/20232:50 10/30/20233:00 479 10/30/2023: 2:40 10/30/2023 2:50 480 10/30/2023: 2:30 10/30/2023 2:40 481 10/30/20232:20 10/30/20232:30 482 10/30/20232:10 10/30/20232:20 483] 10/30/2023: 2:00 10/30/2023 2:10 484 10/30/20231:50 10/30/20232 2:00 485 10/30/20231:40 10/30/20231 1:50 486 10/30/20231:30 10/30/20231:40 487 10/30/20231:20 10/30/2023 1:30] 488 10/30/2023 1:10 10/30/2023 1:20    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 47.2 50.8 47.3 47.9 47.4 47.5 48.1 48.1 47.3 47.9 47.7 48 47.4 47.6 47.3 48.1 48.1 47.6 48.1 47.7 48 47.8 48 47.9] 48 51.1 48.9 48.7 48.4 47.2 50 47.1 47.2 49.7 48.41 47.6 49.9 48.2 47.2 47.6 49.7 47.5 47.6 46.7 Page 12 of20  Lmax (dB) 61.1 65 61.2 61.4 61.3 61.2 62.5 61.6 60.9] 63.4 61.2 62.3 62.1 62.7 61.4 62.9 62.1 62.2 61.9 62.4 61.7 61.5 61.9 62.1 62.1 65.3 62.9 62.3 62.1 61.2 63.4 62.5 60.7 63.3 61.5 62.1 64.3 63.4 62 61.6 63.5 61.3 62.3 61.3  Lmin (dB) 49.3 46.1 51.9 50.2] 49.7 46.2] 49.9 47 49.5 46.2 49.9 46.4 50.7 46.9 50 46.8 49.2 46.2 50.2 46.7 49.9 46.7 50.2 47.1 49.9 46.4 49.9 46.5 49.3 46.2 50.6 47 50.4 47 49.9] 46.4 49.6 46.9 49.8 46.4 49.9 46.8 49.8 47 50.5 47 50 46.8 50.3 46.9 52.2 50.5 50.8 47.9 50.5 47.8] 49.9 47.6 49.4 46.2 51.2 49.4 49 46.2 49.5 46.2 50.8 49.1 50.4 47.3 49.9 46.7 51.1 49.4 50 47] 49.3 46.1 49.4 46.7 51.1 49 49.6 46.4 49.9 46.2 49.1 45.4  489 10/30/2023 31:00 10/30/20231:10) 490 10/30/2023 0:50 10/30/20231:00) 491 10/30/20230:40 10/30/20230:50 492 10/30/2023 0:30 10/30/2023 0:40 493 10/30/2023 0:20 10/30/20230:30 494 10/30/20230:10 10/30/20230:20 495 10/30/20230:00) 10/30/20230:10 496 10/29/2023 23:50] 10/30/2023 0:00 497 10/29/2023: 23:40 10/29/2023: 23:50 498 10/29/202323:30 10/29/2023: 23:40 499 10/29/2023 23:20 10/29/2023: 23:30 500 10/29/2023 23:10 10/29/2023 23:20 501 10/29/2023 23:00 10/29/2023 23:10 502 10/29/202322:50) 10/29/202323:00 503 10/29/202322:40) 10/29/2023 22:50 504 10/29/202322:30) 10/29/2023: 22:40 505 10/29/202322:20 10/29/202322:30 506 10/29/202322:10 10/29/202322:20 507 10/29/2023 22:00 10/29/202322:10 508 10/29/2023 21:50 10/29/20232 22:00 509 10/29/202321:40 10/29/202321:50 510 10/29/202321:30 10/29/202321:40) 511 10/29/2023: 21:20 10/29/2023: 21:30 512 10/29/202321:10 10/29/202321:20 513 10/29/202321:00 10/29/202321:10 514 10/29/2023 20:50 10/29/20232 21:00 515 10/29/2023 20:40 10/29/2023 20:50 516 10/29/2023 20:30 10/29/2023 20:40 517 10/29/202320:20) 10/29/202320:30) 518 10/29/2023 20:10 10/29/2023 20:20 519 10/29/20232 20:00 10/29/202320:10) 520 10/29/202319:50 10/29/202320:00) 521 10/29/202319:40 10/29/202319:50) 522 10/29/2023 19:30 10/29/20231 19:40 523 10/29/2023 19:20 10/29/2023: 19:30 524 10/29/20231 19:10 10/29/202319:20) 525 10/29/2023 19:00 10/29/202319:10) 526 10/29/2023 18:50 10/29/2023 19:00 527 10/29/2023 18:40 10/29/2023 18:50 528 10/29/20231 18:30 10/29/202318:40 529 10/29/2023 18:20 10/29/2023 18:30 530 10/29/2023 18:10 10/29/2023 18:20 531 10/29/2023 18:00 10/29/2023 18:10 532 10/29/202317:50) 10/29/2023 18:00    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 49.4 49.5 46.8 46.6 46.6 46.8 46.6 47.2 47.2 49.5 49.6 49.2 49.5 46.6 47 46.9 46.8 47 46.9 47 47.7 47.3 47.7 47.5 49.6 50.2 49.2 49.8 51.3 49.4 49.5 51.8 49.2 49.4 47 47.3 46.8 47 46.7 46.6 46.5 46.8 46.7 49.5 Page 13 of2 20  Lmax (dB) 63.4 63.7 61.1 61 60.8 60.8 60.4 61.6 61.41 63.3 62.5 62.9] 63.1 61.6 61.5 60.6 61 61.5 61.1 61.8 62.7 60.9 61.4 62.5 63.5 65.2 63.9 63.1 65.4 63.7 63.6 75.7 62.6 65.3 61.9 61.4 61.9 68.3 61.7 60.2 60.2 61.7 60.7 62.5  Lmin (dB) 50.8 48.7 51 48.7 49.5 45.5 49.3 45.5 49.5 45.3 49.5 45.3 48.8 45.3] 49.7 46 49.4 46.2 50.7 48.9] 51 48.6 50.8 48.5] 51.3 48.6 49.1 45.4 49.4 45.8 49.4 45.5 49 45.6 49.5 45.8 49.6 45.6 49.8 45.6 49.6 46.7 49.7 45.9 50.1 46.4 49.8 46.4 51.3 48.9] 52 49.4 50.9 48.5 50.9 49.2] 52.1 50.7 51.2 48.6 50.9] 48.6 53.7 50.6 51 48.5 50.9 48.2 49.7 45.9] 49.8 46.1 49.3] 45.5 49.9] 45.4 49.3 45.4 48.9 45.5 48.9 45.3 49.4 45.4 49.3 45.4 50.9 48.7  533 10/29/2023 17:40 10/29/202317:50 534 10/29/202317:30 10/29/202317:40) 535 10/29/2023: 17:20 10/29/20231 17:30] 536 10/29/2023 17:10 10/29/202317:20, 537 10/29/2023 17:00 10/29/2023 17:10 538 10/29/2023: 16:50 10/29/20231 17:00 539 10/29/2023 16:40 10/29/2023 16:50 540 10/29/2023 16:30 10/29/2023 16:40 541 10/29/202316:20 10/29/2023 16:30 542 10/29/202316:10 10/29/20231 16:20 543 10/29/2023 16:00 10/29/2023 16:10 544 10/29/2023 15:50 10/29/2023 16:00! 545 10/29/2023 15:40] 10/29/2023 15:50 546 10/29/2023 15:30 10/29/2023 15:40 547 10/29/2023 15:20 10/29/2023 15:30 548 10/29/2023 15:10 10/29/2023 15:20! 549 10/29/2023: 15:00 10/29/202315:10 550 10/29/2023 14:50 10/29/20231 15:00] 551 10/29/2023 14:40 10/29/2023 14:50 552 10/29/2023 14:30 10/29/2023 14:40 553 10/29/202314:20 10/29/202314:30 554 10/29/2023 14:10 10/29/2023 14:20 555 10/29/2023 14:00 10/29/202314:10) 556 10/29/20231 13:50 10/29/202314:00 557 10/29/202313:40 10/29/202313:50) 558 10/29/2023.1 13:30 10/29/20231 13:40 559 10/29/2023 13:20 10/29/202313:30 560 10/29/2023 13:10 10/29/202313:20) 561 10/29/2023 13:00 10/29/202313:10 562 10/29/2023 12:50 10/29/202313:00, 563 10/29/2023 12:40 10/29/202312:50 564 10/29/20231 12:30 10/29/202312:40) 565 10/29/2023 12:20 10/29/202312:30 566 10/29/2023 12:10 10/29/202312:20) 567 10/29/2023 12:00 10/29/2023 12:10 568 10/29/202311:50) 10/29/202312:00 569 10/29/2023 11:40 10/29/2023 11:50 570 10/29/202311:30) 10/29/2023 11:40 571 10/29/202311:20 10/29/202311:30) 572 10/29/202311:10) 10/29/202311:20) 573 10/29/20231 11:00 10/29/2023 11:10 574 10/29/202310:50 10/29/2023 11:00 575 10/29/2023 10:40 10/29/2023 10:50 576 10/29/2023 10:30 10/29/2023 10:40]    Current Operation-1 Start Time  End Time  LEQ(dB) Lpk (dB) 49.4 46.6 46.5 46.9 46.6 49.3 47 47.4 46.7 46.4 47.3 46.8 47 46.9 47.2 47.2 46.8 68.2 47.2 47.2 46.9] 47 46.8 47 47.2 50 49.7 46.1 50.5 47.5 46.9] 47.2 47.3 47.4 47.6 47.2 50.5 47.5 47.6 47.3 47.3 47.2 47.5 47.4 Page 14 of2 20  Lmax (dB) 63.6 61.1 60.6 60.9 60.4 63.5 61.3 61 61.4 60.7 62.5 60.8 61.4 60.8 62.4 63.1 61.9 56.6 61.9 61.8 61.4 60.4 61.3 61.7 61.5 45.7 46 57.7 64.4 61.2 61.1 61.2 62.7 61.3 61.2 61.1 64.9! 61.7 62.2 61.7 61.5 61.2 61.7 61.3  Lmin (dB) 51 48.7 49.4 45] 49 45.4 49.4 45.4 49.1 45.2 51.2 48.3 49.6 45.5 49.7 46 49.2 45.5 48.7 45.3 49.8 46 49.4 45.5 49.4 45.6 49.5 45.5 50.1 45.6] 49.9] 45.9] 49.6 45.5 55.9 47 49.6 46.1 49.9 45.8 49.6 45.5 49.4 45.7 49.4 45.4 50 45.7 49.7 46 56.9 68.3 57.2 68.1 68.2 57.9] 52 50 49.9 46.2 49.2 45.7 49.5 46 49.7 46.1 49.7 46.2 50.4 46.1 49.8 46.1 51.7 49.9 49.8 46.6 50.2 46.5] 49.4 46.2 49.6 46.1 49.4 45.9 50 46.2 49.7 46.2  577 10/29/2023 10:20 10/29/2023 10:30 578 10/29/2023 10:10 10/29/2023 10:20 579 10/29/2023 10:00] 10/29/2023 10:10 580 10/29/20239:50 10/29/2023 10:00 581 10/29/20239:40) 10/29/20239:50) 582 10/29/20239:30 10/29/2023.9:40) 583 10/29/20239:20 10/29/20239:30) 584 10/29/20239:10 10/29/20239:20 585 10/29/20239:00 10/29/20239:10 586 10/29/2023 8:50 10/29/2023 9:00 587 10/29/2023 8:40 10/29/2023 8:50 588 10/29/2023 8:30 10/29/20238:40 589 10/29/2023 8:20 10/29/2023 8:30! 590 10/29/2023 8:10 10/29/2023 8:20 591 10/29/20238:00 10/29/20238 8:10 592 10/29/20237:50 10/29/2023 8:00 593 10/29/20237:40 10/29/2023 7:50 594 10/29/20237:30 10/29/20237:40) 595 10/29/20237:20) 10/29/2023 7:30] 596 10/29/20237:10) 10/29/20237:20) 597 10/29/20237:00 10/29/20237:10 598 10/29/2023 6:50 10/29/20237:00 599 10/29/20236:40 10/29/20236:50 600 10/29/20236 6:30 10/29/20236:40 601 10/29/2023 6:20 10/29/2023 6:30 602 10/29/20236 6:10 10/29/2023 6:20] 603 10/29/20236:00 10/29/20236:10 605 10/29/20235:40 10/29/20235:50 607 10/29/20235:20 10/29/20235:30 608 10/29/20235:10 10/29/20235:20 609] 10/29/20235:00 10/29/20235:10 610 10/29/20234:50 10/29/2023 5:00 611 10/29/20234:40 10/29/2023 4:50 612 10/29/2023 4:30 10/29/2023 4:40 613 10/29/20234:20 10/29/2023 4:30 614 10/29/2023 4:10] 10/29/20234:20 615 10/29/20234:00 10/29/20234:10 616 10/29/20233:50 10/29/20234:00) 617 10/29/20233:40 10/29/20233:50, 618 10/29/2023: 3:30 10/29/20233:40 619 10/29/2023: 3:20 10/29/20233:30 620 10/29/20233:10 10/29/20233:20 621 10/29/20233:00) 10/29/20233:10 622 10/29/2023 2:50] 10/29/2023: 3:00    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 47.5 47.5 48.2 47.8 47.5 47 50.5 47.2 47.2 47.3 47.3 47.4 47.4 46.9 47.1 47.6 48 47.5 47.4 47.7 47.8 47.3 47.4 47.6 48.7 47.3 48.1 49.4 48.1 47.5] 51.4 49.1] 47.6 48.6 47.7 47.41 48.5 47.4 49.1 47.7 50.7 47.8 48.6 50.7 Page 15 of20  Lmax (dB) 61.5 61.71 62.2 61.4 62.3 61 63.7 61.2 61.4 62.8 62.2 62.3 61.6 61.2 61.5 61.3 61.9] 61.8 61.7 62 62.1 62 61.5 61.3 61.8 61.4 62.7 62.9 62.9] 61.5 65.8 63.4 61.7 62.8 61 61.1 61.91 60.9 63.1 61.7 63.8 61.6 63.9] 64.5  Lmin (dB) 49.9 46.1 49.4 46.1 49.9 47.1 50.3 46.7 50 46.1 49.5 46 51.4 49.6 49.6 45.9 49.4 46 49.4 46.1 49.4 45.9 49.7 46.3 49.9 46.1 49.5 45.5 49.3 45.7 49,8 46.3 50.3 46.7] 50 46.3 49.8 46.4 49.8 46.5 49.9 46.8 49.7 45.8 49.8 46 49.5 46.4 50.3 47 49.9 46 49.9! 46.8 51 48.2] 49.9] 47 49.4 46.5 52.7 50.6 51.1 48 49.7 46.6 50.7 47.5] 49.6 46.8 49.4 46.4 50.1 47.6 49.4 46.5 50.71 48 49.3 46.5 51.8 50 49.6 47 50.8 47.4 51.9 50.2  623 10/29/2023 2:40 10/29/20232:50 624 10/29/2023 4 2:30 10/29/20232:40) 625 10/29/2023 2:20 10/29/20232:30) 626 10/29/2023 4 2:10] 10/29/20232:20) 627 10/29/2023: 2:00 10/29/20232:10 628 10/29/2023 1:50 10/29/20232 2:00 629 10/29/2023 1:40 10/29/20231:50 630 10/29/20231:30 10/29/20231:40 631 10/29/20231:20 10/29/20231 1:30 632 10/29/2023: 1:10 10/29/2023 1:20 633 10/29/2023 1:00 10/29/2023 1:10 634 10/29/2023.0:50 10/29/20231 1:00 635 10/29/2023 0:40 10/29/2023 0:50 636 10/29/2023 0:30! 10/29/2023 0:40 637 10/29/20230:20 10/29/20230:30 638 10/29/20230:10 10/29/20230:20 639 10/29/20230:00) 10/29/20230 0:10 640 10/28/2023 23:50 10/29/20230 0:00 641 10/28/2023 23:40 10/28/2023: 23:50] 642 10/28/2023: 23:30 10/28/202323:40) 643 10/28/2023 23:20 10/28/20232 23:30 644 10/28/2023: 23:10] 10/28/202323:20) 645 10/28/202323:00) 10/28/202323:10 646 10/28/202322:50) 10/28/202323:00) 647 10/28/2023 22:40 10/28/202322:50) 648 10/28/2023: 22:30 10/28/202322:40 649 10/28/202322:20 10/28/202322:30) 650! 10/28/2023 22:10] 10/28/202322:20 651 10/28/2023 22:00 10/28/202322:10 652 10/28/20232 21:50 10/28/202322:00) 653 10/28/202321:40) 10/28/202321:50) 654 10/28/2023 21:30! 10/28/2023 21:40] 655 10/28/20232 21:20 10/28/2023 21:30 656 10/28/2023 21:10 10/28/2023 21:20 657 10/28/202321:00) 10/28/2023 21:10 658 10/28/2023 20:50 10/28/2023 21:00 659 10/28/202320:40 10/28/2023 20:50 660 10/28/202320:30) 10/28/202320:40) 661 10/28/202320:20, 10/28/202320:30) 662 10/28/2023 20:10 10/28/2023 20:20 663 10/28/2023 20:00 10/28/2023 20:10 664 10/28/2023 19:50 10/28/2023: 20:00 665 10/28/2023 19:40 10/28/2023 19:50! 666 10/28/2023 19:30] 10/28/2023 19:40    Current Operation-1 Start Time  End Time  LEQ(dB) Lpk (dB) 48.2 47.7 47.2 47.2 47.6 47.2 47.1 49.8 46.8 47.1 47 46.7 46.7 49.6 49.3 49.4 49.3 49.9 49.5 46.9] 46.7 46.8 46.6 46.5 46.6 46.6 46.8 46.5 46.5 46.6 46.7 46.8 46.6 46.9 46.9 46.9] 49.3 49.4 49.4 48.9 49.3 49 49.2 49  Lmax (dB) 62 62.3 61.7 61.2 61.6 61.3 61.6 64.8 60.9 60.8 61.9 60.8 61.4 62.2 62.4 62.2 62.7 68.3 63.4 61.6 61 61.2 60.6 60.5 59.9 61.6 61.2 60.2 60.5 60.71 61.4 61 62.1 61.1 60.7 61.6 62.2 62.4 63.2 62.9] 62.6 63.5 62.6 62.7  Lmin (dB) 50.4 47.2 49.7 46.8 49.4 46.2 49.2 46.1 50.4 46.4 49.6 45.9] 49.3] 45.7 51.3 49 49.5 45.5] 49.3 46 49.6 45.3 49.2] 45.3 49.5 45.3] 51.1 48.9] 50.7 48.5 50.9 48.8 50.7 48.5 51.2 48.9] 50.7 48.8 49.9 45.5 49.5] 45.2 49.4 45.1 49.4 45.2 48.9 45.1 48.6 45.1 49.6 45.1 49.4 45.2] 48.8 45.2 48.8 45.1 49.1 45.2] 49.9 45.1 49.2 45.5 49.1 45.1 49.8 45.4 49.6 45.3] 49 45.6 50.8 48.4 51 48.7 51.1 48.5 50.4 48.1 50.9 48.3 50.4 47.9 50.8 48.3 50.6 48  667 10/28/2023 19:20 10/28/202319:30) 668 10/28/202319:10) 10/28/202319:20) 669 10/28/2023 19:00] 10/28/202319:10) 670 10/28/2023 18:50 10/28/2023 19:00 671 10/28/2023 18:40 10/28/2023 18:50 672 10/28/202318:30 10/28/202318:40) 673 10/28/2023 18:20 10/28/2023 18:30 674 10/28/202318:10 10/28/2023 18:20 675 10/28/202318:00) 10/28/2023 18:10 676 10/28/202317:50 10/28/2023 18:00 677 10/28/202317:40 10/28/2023 17:50 678 10/28/202317:30) 10/28/2023 17:40 679 10/28/202317:20 10/28/2023 17:30 680 10/28/202317:10) 10/28/2023: 17:20 681 10/28/2023 17:00 10/28/2023 17:10 682 10/28/2023 16:50 10/28/202317:00) 683 10/28/20231640) 10/28/202316:50) 684 10/28/202316:30 10/28/2023: 16:40 685 10/28/2023 16:20 10/28/2023 16:30 686 10/28/2023 16:10 10/28/2023 16:20 687 10/28/202316:00 10/28/2023 16:10 688 10/28/2023 15:50 10/28/2023 16:00 689 10/28/2023 15:40 10/28/2023 15:50 690 10/28/2023 15:30 10/28/2023: 15:40 691 10/28/202315:20) 10/28/20231 15:30 692 10/28/2023 15:10 10/28/2023 15:20 693 10/28/2023 15:00 10/28/2023 15:10 694 10/28/2023: 14:50 10/28/2023 15:00 695 10/28/2023: 14:40 10/28/2023 14:50 696 10/28/2023 14:30 10/28/2023 14:40 697 10/28/2023 14:20 10/28/2023: 14:30 698 10/28/202314:10 10/28/202314:20 699 10/28/2023 14:00 10/28/2023: 14:10] 700 10/28/2023 13:50] 10/28/2023 14:00 701 10/28/2023 13:40 10/28/2023 13:50 702 10/28/2023 13:30 10/28/202313:40 703 10/28/2023 13:20 10/28/2023 13:30 704 10/28/2023 13:10 10/28/20231 13:20 705 10/28/2023 13:00 10/28/202313:10) 706 10/28/202312:50) 10/28/202313:00) 707 10/28/20231 12:40 10/28/2023 12:50 708 10/28/202312:30) 10/28/2023 12:40 709 10/28/2023 12:20] 10/28/2023 12:30 710 10/28/202312:10 10/28/2023 12:20  Page 16 of2 20    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 46.7 46.5 46.7 46.5 47.1 46.8 46.9 46.5 46.3 49.6 49.5 46.9] 48.1 46.6 49.9] 49.7 46.9 47.2 47.5] 46.8 47.5 46.9 46.9 51.6 48.5 47.41 50.7 47.1 46.8 47 47.1 47 47 47 47 46.9 46.9 46.9] 47 47 47.2 47.3 47.2 47.3 Page 17 of20  Lmax (dB) 60.8 61.2 61.2 61 61.3 60.8 61 60.7 59.9 62.5 64.3 62.6 61.7 60.2 65.9 62.3 61.41 61.5 61.4 60.5 61.1 62.5 60.6 67 62.9 61.9 64.8 61.2 60.9 61.4 62.3 61.3 61.6 61.5 61.1 60.4 61.5 60.6 61.4 61.8 61.4 61 61.5 61.2  Lmin (dB) 49.4 45.5 49.1 45.3 49.5 45.1 49.2 45.2 49.2 45.7 49.2 45.2 49.7 45.5 48.7 45.3 48.2 45.2 50.9 48.8 50.7 48.8 49 45.7 49.9 46.6 48.3 45.4 52.2 48.2 51.1 49 49.7 45.2 49.8 45.9 49.9 46.1 49.3 45.5 49.3 45.8 49.9 45.5 49.4 45.4 53.9 46.4 51.4 46.5] 49.6 46.1 52 49.7 50 45.6] 49.3 45.5 49.5 45.6 50 45.5 50 45.5 49.5 45.4 49.9] 45.5 49.3 45.6 49.1 45.7 49.6 45.5 49.5 45.5] 49.9 45.5 49.5 45.5 49.9 45.9] 49.6 46.2 49.5 45.8 49.8 45.8  711 10/28/2023 12:00 10/28/2023 12:10 712 10/28/202311:50 10/28/2023 12:00 713 10/28/2023 11:40 10/28/2023 11:50 714 10/28/2023 11:30 10/28/2023: 11:40 715 10/28/2023 11:20 10/28/2023 11:30 716 10/28/2023 11:10 10/28/2023 11:20 7171 10/28/2023 11:00 10/28/2023: 11:10] 718 10/28/2023 10:50 10/28/202311:00 719 10/28/2023 10:40 10/28/2023 10:50 720 10/28/2023 10:30 10/28/2023 10:40 721 10/28/202310:20) 10/28/202310:30 722 10/28/202310:10) 10/28/2023 10:20 723 10/28/2023 10:00 10/28/2023 10:10 724 10/28/20239:50 10/28/2023 10:00 725 10/28/20239:40 10/28/20239:50 726 10/28/20239:30 10/28/20239:40 727 10/28/20239:20 10/28/20239:30 728 10/28/20239:10 10/28/20239:20) 729 10/28/20239:00 10/28/20239:10 730 10/28/2023 8:50 10/28/20239:00 731 10/28/20238 8:40 10/28/2023 8:50 732 10/28/20238 8:30 10/28/2023 8:40 733 10/28/20238:20 10/28/20238:30 734 10/28/2023 8:10 10/28/2023 8:20 735 10/28/20238:00) 10/28/20238:10 736 10/28/20237:50) 10/28/20238:00 737 10/28/20237:40 10/28/20237:50 738 10/28/20237:30 10/28/20237:40 739 10/28/20237:20 10/28/20237:30 740 10/28/20237:10 10/28/20237:20 741 10/28/20237:00) 10/28/2023 7:10 742 10/28/20236:50 10/28/20237:00) 743 10/28/20236:40 10/28/2023 6:50 744 10/28/20236:30 10/28/2023 6:40 745 10/28/2023 6:20 10/28/2023 6:30 746 10/28/2023 6:10 10/28/2023 6:20 747 10/28/2023 6:00 10/28/2023 6:10 748 10/28/2023 5:50 10/28/20236:00 749 10/28/2023 5:40 10/28/20235:50 750 10/28/2023! 5:30 10/28/20235:40 751 10/28/20235:20) 10/28/20235:30 752 10/28/20235:10 10/28/20235:20 753 10/28/20235:00 10/28/20235:10 754 10/28/20234:50 10/28/20235:00    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 63.7 47.2 47.1 46.9 47.1 47.1 47 47.2 47.1 47.3 47 47.1 47.3 47.1 47.3 47.4 47.5 47.4 50.6 47.4 50.8 47.3 50.4 47.4 47.2 51.4 65.8 45.9 47.2 55.1 66.3 47.2 47.9 47.1 47.5 47.8 47.5 47.3 47.6 51 47.7 51 47.4 47.7 Page 18 of20  Lmax (dB) 52.4 60.7 61.9 60.4 60.9 61.3 60.9 61.7 61.1 61.4 60.3 61.5 62.2 61.1 61.6 60.9 62.2 61.6 64 61.9 64.6 62.1 63.8 61.6 61.7 64 52.4 51.8 61.7 66.6 54.3 61 62 61.91 61.1 61.9 61.6 62.1 62.1 63.8 61.3 64.6 61.9 61  Lmin (dB) 51.9 45.8 49.2 45.7 50 45.6 49 45.7] 49.6 46 50 45.7 49.5 45.7 49.5 45.7 49.4 45.6 49.4 45.8 49.3 45.7 49.3 45.8 50.1 46.1 49.7 45.7 49.9 46.1 50 46.1 50.4 46 49.7 46.3 51.9 49.8 50.3 46.2 52.4 49.9] 49.9 46 51.9 49.8 50.1 46 49.5 45.9] 51.6 51.1 52 47.2 63.4 52.1 49.6 45.8 55.3 54.9 53.5 47.3 49.1 46.1 50 46.8] 49.2 45.9 49.7 46.3 50.9! 46.1 49.5 46.3 49.4 45.8 49.6 46.2] 52.7 50 50 46.5] 52.6 50.3 49.5 45.9 50 46.5  755 10/28/20234:40 10/28/20234:50 756 10/28/2023 4:30 10/28/20234:40 757 10/28/20234:20 10/28/20234:30 758 10/28/2023 4 4:10 10/28/20234:20 759 10/28/2023 4:00 10/28/20234 4:10 760 10/28/2023 3:50 10/28/20234:00 761 10/28/2023 3:40 10/28/20233:50 762 10/28/2023 3:30 10/28/20233 3:40 763 10/28/20233:20 10/28/20233:30) 764 10/28/20233:10) 10/28/20233:20) 765 10/28/20233:00) 10/28/20233 3:10 766 10/28/20232:50) 10/28/2023: 3:00 767 10/28/2023: 2:40 10/28/20232 2:50 768 10/28/20232:30 10/28/20232:40 769 10/28/2023: 2:20 10/28/20232:30 770 10/28/2023: 2:10 10/28/20232:20 771 10/28/20232:00 10/28/20232:10 772 10/28/20231:50 10/28/20232:00) 773 10/28/20231 1:40 10/28/2023 1:50 774 10/28/2023 1:30 10/28/20231:40) 775 10/28/20231 1:20 10/28/20231:30 776 10/28/20231:10 10/28/20231:20 777 10/28/20231:00 10/28/20231 1:10 778 10/28/20230:50 10/28/20231:00) 779 10/28/20230:40) 10/28/20230:50 780 10/28/20230:30 10/28/2023.0:40 781 10/28/2023 0:20 10/28/2023 0:30 782 10/28/2023 30:10 10/28/2023 0:20 783 10/28/20230:00 10/28/2023 0:10 7841 10/27/202323:50 10/28/20230:00) 785 10/27/202323:40) 10/27/2023 23:50 786 10/27/202323:30 10/27/202323:40) 787 10/27/202323:20) 10/27/202323:30) 788 10/27/2023 23:10] 10/27/2023 23:20 789 10/27/202323:00) 10/27/2023 23:10 790 10/27/2023 322:50 10/27/2023 23:00 791 10/27/202322:40) 10/27/2023 22:50 792 10/27/2023 22:30 10/27/2023 22:40] 793 10/27/202322:20) 10/27/2023 22:30 794 10/27/202322:10) 10/27/202322:20) 795 10/27/202322:00) 10/27/202322:10) 796 10/27/2023 21:50 10/27/202322:00) 797 10/27/2023 21:40] 10/27/20232 21:50] 798 10/27/2023 21:30 10/27/2023 21:40    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 47.9 48.1 47.8 47.4 51 47.8 48.1 47.9 48 48.2 48 47.1 47.2 47.5 48.1 47.8 47.6 48 50.6 51.8 47.3 68.4 68.4 69.8 68.4 67.7 68.3 68.2 68.6 67.8 68.7 69.4 67.8 68.5 69.2 68.6 68.1 71.2 67.9] 67.1 66.9 68.1 65.8 66.9 Page 19 of2 20  Lmax (dB) 61.2 62.2 63.2 61.5 64.4 61.1 62.1 62 62.5 61.8 61.7 61.61 61.4 62.2 62.3 62.4 62 61.8 64 61.1 61.1 81.8 81.2 82.9 80 81.1 82.1 80.4 80.4 79.9 81.8 81.5 80 81.4 82.8 81.1 81 83.6 80.1 80.7 78.8 81.1 77.7 79  Lmin (dB) 50.71 46.6 50.21 46.9 49.9 46.4 49.6 46.4 52.5 50.2 49.2 46.4 50.2 46.9 50.1 46.8 50.1 46.9] 50.2 47 50 46.9 49.1 46.4 49.1 46.3 49.5 46.5 50.3 46.9 50.2 46.7 49.5 46.3 50.3 46.8 51.7 50 58.9 46.4 49.5 46.2 68.9 67.8 68.8 68.1 70.6 69.5 68.7 67.8 68.1 67.4 68.7 68 68.5 67.8 68.9 68.4 68.1 67.5 69.2 68.3 69.8 69 68.1 67.6 69.1 67.8 69.5 68.8 69.2 68.2 68.4 67.9 71.7 70.8 68.4 67.3 67.4 66.6 67.1 66.6 68.4 67.8 66.3 65.4 67.3 66.6  799 10/27/2023 21:20 10/27/2023 21:30 800! 10/27/2023: 21:10 10/27/2023 21:20 801 10/27/2023 21:00 10/27/2023 21:10 802 10/27/2023: 20:50 10/27/2023 21:00 803 10/27/202320:40) 10/27/2023: 20:50 804 10/27/2023 20:30 10/27/2023 20:40 805 10/27/202320:20) 10/27/2023 20:30 806 10/27/202320:10) 10/27/202320:20) 807 10/27/202320:00; 10/27/202320:10) 808 10/27/2023 19:50 10/27/2023 20:00 809] 10/27/2023 19:40 10/27/2023 19:50 810 10/27/2023 19:30 10/27/2023 19:40 811 10/27/2023 19:20 10/27/2023 19:30 812 10/27/2023 19:10] 10/27/202319:20 813 10/27/2023 19:00 10/27/202319:10) 814 10/27/2023 18:50 10/27/202319:00) 815 10/27/2023 18:40 10/27/2023 18:50 816 10/27/2023 18:30 10/27/2023 18:40 817 10/27/2023 18:20 10/27/202318:30 818 10/27/202318:10 10/27/2023 18:20 819 10/27/2023 18:00 10/27/2023 18:10 820 10/27/2023 17:50 10/27/2023 18:00 821 10/27/202317:40) 10/27/202317:50 822 10/27/2023 17:30 10/27/2023 17:40] 823 10/27/2023 17:20 10/27/2023 17:30 824 10/27/2023 17:10 10/27/2023 17:20 825 10/27/2023 17:00 10/27/2023 17:10 826 10/27/2023 16:50 10/27/2023 17:00 827 10/27/2023 16:40 10/27/2023 16:50 828 10/27/2023 16:30 10/27/20231 16:40 829 10/27/20231 16:20] 10/27/20231 16:30 830 10/27/2023 16:10 10/27/2023 16:20 831 10/27/2023 16:00 10/27/2023 16:10 832 10/27/2023 15:50 10/27/2023 16:00 833 10/27/2023 15:40 10/27/20231 15:50 834 10/27/2023 15:30 10/27/2023 15:40 835 10/27/2023 15:20 10/27/202315:30 836 10/27/202315:10) 10/27/202315:20 837 10/27/2023 15:00 10/27/202315:10, 838 10/27/202314:50 10/27/2023 15:00 839 10/27/2023 14:40 10/27/2023 14:50 840 10/27/202314:30 10/27/202314:40) 841 10/27/202314:20 10/27/2023 14:30 842 10/27/202314:10) 10/27/2023 14:20    Current Operation-1 Start Time  End Time  LEQ (dB) Lpk (dB) 68.8 65 67 66.7 67.1 66.8 67.4 67.4 67.41 65.9 66.61 66.1 68.4 63.6 68.1 68.8  Lmax (dB) 81.6 77.1 79 78.6 79.9 78.7 80.4 79.5 79.1 78.9 79.2 78.4 80.9 75.6 80.8 82.6  Lmin (dB) 69.3 68.4 65.4 64.7 67.3 66.6 67 66.2 67.5 66.6 67.2 66.5] 67.8 67 67.9] 66.9 67.9 67 66.4 65.4 67 66.3 66.4 65.8 69.4 67.6 63.9 63 68.6 67.7 69.6 68.2  843 10/27/2023 14:00 10/27/202314:10 844 10/27/2023: 13:50 10/27/202314:00) 845 10/27/2023 13:40 10/27/2023 13:50 846 10/27/2023 13:30 10/27/2023 13:40 847 10/27/2023 13:20 10/27/2023 13:30 848 10/27/202313:10) 10/27/2023 13:20 849] 10/27/202313:00) 10/27/2023 13:10 850 10/27/2023 12:50 10/27/2023 13:00 851 10/27/2023 12:40 10/27/2023 12:50 852 10/27/202312:30 10/27/20231 12:40 853 10/27/2023 12:20 10/27/2023 12:30 854 10/27/2023 12:10 10/27/2023 12:20 855 10/27/2023 12:00! 10/27/2023 12:10 856 10/27/202311:50 10/27/20231 12:00 857 10/27/2023 11:40 10/27/20231 11:50 858 10/27/2023 11:30 10/27/202311:40  Page 20 of20    Stantec  Memo  To: File:  Denise Hallett Vulcan Materials Company Vucanhauroadhemodoos  From: Date:  Robert Brander Fairfax, VA June 28, 2024  Reference: Vulcan-Skippers Quarry Extension Traffic Study and Proposed Safe Crossing Plan  Introduction  Vulcan Materials Company (VMC) operates Skippers Quarry (Existing Quarry) along State Route 650 (SR650), which is also known as Quarry Road. The Existing Quarry has been in operation since 1920 and is in the Skippers area, which is less than 10r miles south of Emporia, Virginia (Figure 1). Based on long-term operational plans to maximize the facility's operational efficiency, a Quarry Extension is proposed for the west side of SR650. The Quarry Extension and proposed intersection wille enable Skippers Quarry to continue to responsibly produce construction aggregates to meet market needs. The proposed Quarry Extension will require the ability to haul material and move authorized equipment and vehicles across SR650, thereby allowing the quarry to utilize its existing processing equipment, rail loadout and infrastructure located within To operate the Quarry Extension as indicated above, a vehicular intersection is proposed to be constructed within the SR650 right-of-way. The intersection would connect the Quarry Extension interior haul roads tot the Existing Quarry haul roads and operations area so that mining haul trucks and other authorized equipment and vehicles could travel between the two areas. The proposed intersection would be located on SR650, between the Existing Quarry access driveway and the SR650/Route 621 (Diamond Grove Road) intersection, The purpose of this memorandum is to describe the traffic study and proposed safe crossing plan that has been prepared by Stantec. We are completing detailed plans (including pavement and signal design) for submission to' VDOTi in July 2024. Additionally, this memorandum was developed in response to VDOT's request fori information, following a coordination call with VDOT staff on July 28, 2023. For the purposes oft the work described in this memorandum, the subject "site" is generally defined as the segment of the SR650 public right-of-way located between (and inclusive of) the Existing Quarry access point driveways and the  the Existing Quarry operations area to the east.  as approximately shown on Figure 1.  proposed intersection (see Figure 1). Project Description  The proposed intersection involves the construction of an at-grade crossing that would accommodate authorized traffic to and from the Quarry Extension and SR650 motor vehicle traffic. The project includes crossing controls to coordinate safe traffic movement through thei intersection. Currently, SR 650 is ai two- The current approach to minimize traffic impacts on SR650 is to construct thei intersection in two phases: the eastern portion first, then the western portion. By doing sO, half the intersection willl be constructed at a time sO only a single lane of SR 650 would be closed at any one time. There would be flagging operations to dmtps/sentecmyshaerantompemonapnes.dogessbntc.comdocumentskucan nrod/a7 traffici impacta analysis/a7  lane, two-way roadway (single lane in each direction).  alternate traffic through the construction zone. Design with communilyi inr mind vuicannauroadmemo.20240624.ya.dock    June 28, 2024 Denisel Hallett Page2of9  Reference: Vulcan- Skippers Quarry Extension1 Traffic Study andF Proposed Safe Crossing Plan  Once thei intersection becomes operational, access to/from the Existing Quarry and Quarry Extension would ber restricted to authorized vehicles. SR650 public vehicle traffic passing through thei intersection would not be Otherwise, ordinary traffic patterns and volumes related to Skippers Quarry operations will remain the same. Employees, vendors, and general customer vehicles/delivery trucks (i.e., third-party trucks picking up deliveries & returning empty) would continue to use the Existing Quarry access points on the east side of SR650. As this project is intended to merely support the Existing Quarry operations, there would ber no increase of trip generation onto the roadway network beyond the project study area. The work performed for this project as summarized int this memorandum includes a Traffic Study and a Safe  permitted tot turn at thei intersection.  Crossing Plani for the proposed intersection.  Traffic Study  The Traffic Study includes a review of published VDOT traffic and crash history data, a site-specific traffic volume count, and an evaluation of the proposed mining vehicle traffic through the proposed intersection. Ar review of VDOT datal indicates that in 2019, daily volumes along SR650 to the north of the Existing Quarry driveways was 110 vehicles a day and 600 vehicles a day to the south. Additionally, Stantec conducted a site- specific traffic count. Stantec's data collection subcontractor, Peggy Malone Associates, performed 96-hour continuous traffic counts in vicinity of the Existing Quarry (the "Site"). The data included thet following: Continuous 96-hour tube count, following FHWA vehicle classification in 15-minute increments, on  State Route 650 Traffic Volumes  SR650 at two locations:  South of the Site, and to the north of Route 621 (Diamond Grove Road) North of the Site, and to the south of Route 679 (Carpenter Road)  Continuous 96-hour video count, classifying vehicles into light vehicles, buses/straight trucks, and tractor trailers at each oft the Site's three driveways. Video counts were performed as driveways are The dates of the counts were from Wednesday to Saturday, August 231 to 26, 2023. At each location, data was collected by direction. The combined driveway counts were compared to the classification counts along SR650 to determine the percentage of traffic that the Site represents entering the study area (refer to Figure 1). Note aside from a single-family home, Skippers Quarry is the only destination between Route 621 and  too short for proper classification viai tube counts.  Route 679.  Design with communily inmind MEMARCRCNES  dntpslsamlemyshare,ntompesomajames.douges.siansc.comdoumentshutcan nrod/a7t traffici impacta analysisla7    June 28, 2024 Deniseh Hallett Page3of9  Reference: Vulcan- - Skippers Quarry! Extension' Traffic Study and Proposed Safe Crossing Plan  Figure 1: Study Area and Data Collection Locations  @)  @  SkippersQuary VulcanMaterials  Backwoods Garage 9  Company  PilotiravelCenter e Hermie Sadlers oves Travels Stop 0 9/ C  Proposed Intersection (approx.)  4 @  DiamondGrove 9  LEGEND traffici intos studya area traffice exitings study area site's3driveways  (map background: Google Maps, 2023)  SR 650 has higher traffic volumes to/from the south (refer to Table 1), this is expected as the closest I-95 interchange to the Site is to the southeast, which is approximately: 2.51 miles away. The closest interchange to the north is nearly 6.5 miles away. This is apparent with the higher truck volumes to the south on SR650, truck traffic likely uses the interstate as part of their primary travel route. The daily two-way total weekday traffic is approximately 110 vehicles a day north of the Site, and approximately 500 a day to the south. Daily variations do occur in the traffic volumes to the south oft the Site, dependent on activity level at the Site. For example, Thursday was the busiest day with 520 vehicles entering & exiting the Site; traffic along SR650 (south oft the Site) was nearly 600 vehicles that day. SR 650 to ther north of the Site is relatively consistent in Ine examining hourly patterns to north and south of the Site, following observations can be made:  daily traffic patterns.  North of the Site South of the Site: Design with community! inr mind wEassmaAACESA  the highest hourly two-way total is less than 15 vehicles per hour on any weekday. thel highest hourly in one direction is less than 10 vehicles per hour on any weekday.  4mp.hamyhampaitonRuis.anameshean nrod/a7 traffici impact analysis/a7    June 28, 2024 Denisel Hallett Page4of9  Reference: Vulcan- - Skippers Quarry! Extension Traffic Study and Proposed Safe Crossing Plan  Quarry activity was lower on' Wednesday/ August 23rd, resulting in lower volumes (340 vehicles) on SR650, as compared to Thursday (592) and Friday (570) in same week. Highest hourlyt two-way volume was 71 vehicles on Thursday between 2 and 3pm. During the 6-9 am and 4-7 pm periods, typical workers commuting timeframes, hourly volumes are lower than they are midday, as Site traffic is higher midday.  Table 1: SR650Counts and Classification - Weekday Daily Average (Wednesday thru Friday) Direction/Location class 1-3 class 4-7 class 8-15 TOTAL class 1-3 class 4-7 class 8-15  Vehicle Count 6 6 140 124  Classification 10% 11% 55% 50%  NB SR650, north SB SR650, north NB SR650, south SB SR650, south  55 47 90 88  0 0 24 35  61 52 254 247  90% 89% 35% 36%  0% 0% 9% 14%  Note: Classification follows FHWA vehicle classification, class1-3 arer motorcycles, cars and pickup trucks, class 4ist buses, classes During at typical weekday, Quarry operations represent approximately 70 percent of the traffic on SR650 that enters or exits the study area (refer to Table 2). On Saturday when Site operations are minimal, volumes on SR650 drop significantly and the Site represents less than 20 percent of the total traffic entering and exiting the study area. Any changes to SR650 operations will have the greatest impact on the Site traffic. Additional The traffic data was further examined to quantify pass-thru traffic (i.e., traffic entering study areal but not stopping at the Existing Quarry). No discernable peak hour of pass-thru traffic was defined. The estimate of daily trips is less than 100 a day (two-way total), in examination of the day over day data, multiple hours had 8 or more pass-thru vehicles per hour. So, ift the option is pursued to stop SR650 traffic (refer tos subsection for  5-7 are straight trucks; and classes 8 and above aret tractor trailers.  datal is attached tot the end of the memo.  further details on operations), it would have minimal impact to pass-thru traffic.  Table 2: Site Traffic as Percentage of SR650 Total Traffic  Day of Week 356 355 261 259 73.3% 73.0% 73.1%  Wednesday Thursday 216 222 152 150 70.4% 68.9%  Friday 347 346 253 254 72.9% 73.4% 73.2%  Saturday 89 100 15 20 16.9% 20.0% 18.5%  Study Area Traffic entering study area leaving study area Site Traffic accessing Site exiting Site Site Traffic as portion of Study Area Traffic Inbound percentage Outbound percentage 67.6% Two-way percentage Design with community inr mind vulcanhaulioadmemo.20240624.va.docx  4paneyurpiktonpsyauemkamaswsam nrod/a7 traffici impacta analysis/a7    June 28, 2024 Denisel Hallett Pages 5of9  Reference: Vulcan- Skippers Quarry! Extension Traffic Study andF Proposed Safe Crossing Plan  Asi indicated above, the daily volumes along SR650 are approximately 500 vehicles per day (two-way total), with a peak 2-way! hourly flow of 71 vehicles per hour. In retrospect, this is al low volume roadway when looking at more regional facilities in the area. US 301' just south of Emporia has an average daily volume of nearly 6,700 vehicles per day (two-way total) with a peak 2-way hourly flow of over 650 per hour. I-95i in vicinity of the site, has daily volumes of approximately 45,000 vehicles per day. In the peak hour, the peak  direction of volume is nearly 1,600 per hour per lane.  SR650 Crash History  VDOT provided the last 5-years of crash datai for SR650 between Route 621 and Route 679. There were 3 reported crashes during this time frame. If crashes were not reported to the police, they are not within the  crash database. As summary is as follows: 1. All crashes were: single vehicle crashes. 2. no injuries were reported. 5. workz zones were not present. Proposed Equipment Crossing Operations Proposed Equipment Crossing Traffic  one, adjacent to the Site's access points, involved a deer. two, at/near the intersection with Route 621, fixed object - off road crash.  3. two were at nighttime, while the third was during the day.  4. roadway was reported as dry, with no adverse weather was reported (clear/cloudy). The crash datai indicates that the Existing Quarry operations do not contribute to crashes int the area. This section presents the expected traffic operations of the SR 650 and Haul Road intersection.  Oncet the proposed intersection is open, the volume of mining haul trucks and authorized vehicles passing  through thei intersection is expected to be as follows: Monday-Saturday operations, 292 days per year. CAT-777-G (100-ton capacity). CAT-745 Artic. (33-ydcapacity). maintenance vehicles. Traffic (throughout life of expansion).  Vehicles:  Other mobile equipment and authorized vehicles including water trucks, operations and  1US301 and I-95 data is based on VDOT's traffic database, volumes from 2022. gmpslsbatcamyahampantcomperonapmes. SMCAMNSNSN nrod/a7 traffici impact analysis/a7  Design with community inn mind vuicanhauroadmemo. 20240624.va.docx    June 28, 2024 Denise! Hallett Page6of9  Reference: Vulcan- Skippers Quarry Extension Traffic Study and Proposed Safe Crossing Plan  350-400 daily trips (combined full and empty loads), with a maximum hourly of 40 loaded,  40 unloaded trips.  As previously described, mining haul trucks and authorized equipment and vehicles willi interact with SR650 traffic within the proposed intersection. The SR560 north/south traffic will include both traffic travelling to/from the Existing Quarry and pass-thru traffic not associated with Quarry operations. As such, a plan to  safely coordinate the traffic flow is required. This is discussed below. Safe Crossing Plan - Proposed Operating Conditions  The safe crossing plan presented herein describes permanent and temporary crossing measures that are currently proposed for this project. The proposed measures may change as the design develops as well as  pending state and local agency review. Proposed Operating Conditions  Vulcan Materials Company is proposing to install traffic control devices that would permit authorized equipment, vehicles and haul trucks to proceed across thei intersection unimpeded. The haul trucks fully loaded could be as heavy as 177 tons, sO moving from a stopped condition would result in slow acceleration tos speed, resulting in al longert time to clear SR650. As presented in the previous section, the maximum Stanteci is recommending at traffic control signal, similar to emergency-vehicle traffic control signals, be installed at this location to stop traffici in both directions of SR650 [refer to section 4G of the Manual on Uniform Traffic control Devices (MUTCD). The signal willi include 3 signal heads: 1 red and 2 yellow. The  hourly 2-way crossing traffic would be 80 vehicles an hour.  operations would be as follows:  Bottom signal is an 8" yellow indication ini flashing state under normal operations. Middle signal is a 12" yellow indication in solid: state, when signal is activated when al haul truck or Top signal is a 12" redi indication in a solid state, so haul trucks can cross SR650 unimpeded. There will bet two sets of signal heads on each approach, providing the intersection with redundancy for SR650t traffic. There will also be signal heads on thel haul road approaches as well, these signals would display red while SR650 approaches are displayed yellow. The haul road: signal heads would display green once! SR650: signals are red. Traffic detection would be used to detect approaching east/west crossing traffic and stop SR650 north/south traffic so that the haul trucks can safely clear the intersection. The goali is to safely minimize frequency that the large haul trucks need to stop. Traffic detectors would also bei installed to ensure that any queued SR6501 traffic has cleared in both directions before the next time SR650traffic would be stopped. When the traffic signal moves to the design stage, exact placement oft the detectors will be  other authorized vehicle has activated the signal. Bottom signal will revert to flashing state until next activation.  developed.  Design with communily in mind vuicanhauroadmemo.20240624.va.docx  4MpNaempharpaitom,AMPSPSgLINORSMiaN nrod/a7t traffici impacta analysisla7    June 28, 2024 Denise Hallett Page7of9  Reference: Vulcan- Skippers Quarry Extension1 Traffic Study and Proposed Safe Crossing Plan Thet following is proposed signage on the SR 650 approaches for the Haul Road intersection. W11-10 (trucks symbol) or W8-6 (text: TRUCK CROSSING) 36" x36" sign. W3-4 (text: BE PREPARED TO STOP); 36" x36" sign.  W11-10 (truck symbol) or W8-6 (text: TRUCK CROSSING) 36" x36" sign with a M6-2a (downward diagonal arrow) 21"x15" sign mounted adjacent to a stop bar. R10-14a MOD: sign to bei installed on The sight distance would be evaluated during the design stage of thei intersection. The posted speed limit of SR650 is 45 mph, advanced signage to be spaced at 5001 feet minimum. When noti in operation thel bottom signal will be inf flashing yellow mode and the haul road will be gated to prevent non-authorized vehicles During the first few months of intersection operation, VMC will employ flaggers to assist with ensuring safety andi increasing awareness for all drivers. This deployment is meant to augment the traffic signal (as described above) to ensure safety to both SR650 traffic and equipment crossing traffic. The design of this intersection with the selected traffic control devices and signage willl be subjected to Ona a daily basis, as presented in a prior section, the Site represents approximately 70 percent oft the mortnboundSoutmbound traffic along SR650 that enters or exits the study area. Synchro was used to provide an operational review of the proposed operations. The highest hourly morthbound/southbound traffic was used fort the evaluation. The analysis examined initial startup, year: 10 operations and year 20 operations. SR650 traffic was assumed to grow at 1 percent a year (refer to Figure 2: Year1 and' Year 20  mast arm adjacent to signal heads (text: STOP HERE ON RED), 60" x2 24" sign.  from turning east/west at the intersection.  VDOT's final approval as the roadway is as state route.  Traffic Volumes).  Design with communilyinmind wEMSRANALNARA  htpaulaiantemyslhatepintompesoalpmes.dogessanic.comoocumentswican nrod/a7 traffici impacta analysis/a7    June 28, 2024 Denisel Hallett Page8of9  Reference: Vulcan- Skippers Quarry Extension1 Traffic Study and Proposed Safe Crossing Plan  Figure 2: Year 1 and' Year 20 Traffic' Volumes  Year1  Year 20  3 9 - +40  - <40  40  - L 3  40>  The traffic analysis assumed typical traffic signal. Exact operations are not defined, but the analysis assumed that the peak hour of SR650 would occur at same time as conservative measure to gauge worst-case for SR650 traffic. As a note, the peak of SR650 is between 2-3 PM, outside normal AM: and PM commuting periods. The analysis shows that the delay experienced by SR6501 traffic would be within acceptable thresholds (refer to Table 3: Traffic Operations (Year 1 and Year 20). As this hour represents the highest hour of both haul truck traffic and SR6501 traffic, other hours of the day would less of an impact to SR650  traffic.  Table 3:Traffic Operations (Vear 1 and Year 20)  Year1 34.2 C 34.2 C  Year 20 34.7 C 34.7 C  Delay LOS Delay LOS  NB SB  Note: thatt thel haul road traffici is note expectedt tos stop, SOV would noti incur delay.  Future Considerations  Currently 70 percent of the nortnboundsoutmbound traffic along SR650 originates from or is destined to the Existing Quarry. At this time, there is noi foreseeable development within the vicinity of the site that would be as significant trip generator. The Greensville 2040 comprehensive plan currently shows land surrounding the quarry being retained as an agriculture district. Over time, if land-uses change orifa proposed development is slated for the area, traffic operations should be re-evaluated: should the expected two-way traffic volumes exceed 400 vehicles an hour. Initial testing in Synchro indicates that operations along SR650 would stilll be acceptable (delay of 36.3: seconds per vehicle, LOS D), but this should be field- @htpslslante-myshareemes.dogas.siansc.com-oaumentslucan nrod/a7t traffici impacta analysis/a7  Design with communilyinmind vulcanhaulroadmemo.20240624.ya.dox    June 28, 2024 Denisel Hallett Page9of9  Reference: Vulcan- - Skippers Quarry! Extension" Traffic Study and Proposed Safe Crossing! Plan  verified. If operations are deemed unacceptable, VDOT and VMC: should develop new operating strategies for the proposed intersection. This will ensure that operations remain acceptable to traffic using SR650. A permanent traffic signal similar to emergency-vehicle traffic signal, with temporary crossing measures during start-up, are currently proposed for this project. Traffic counts were collected along SR650 (Quarry Road) to the north and south oft the Existing Quarry, as well as the Quarry's 3 driveways. When the Site is in operations, quarry traffic represents approximately 70 percent oft the total dailyt traffic on SR650 (refer to Table 2), with pass-through traffic estimated to be approximately 100 vehicles a day (two-way total). As such, the equipment crossing operations passing through the intersection willi impact primarily Existing Quarry-related traffic. The proposed measures may change as the design develops as well as pending state and local agency review. All equipment crossing users will receive appropriate safetyt training.  Summary  Stantec Consulting Services Inc.  Robert Brander Senior Traffic Engineer Phone: 571-298-8244 obetbaner@stamecon Attachment: C. projectf files  Design with community inr mind MRCALNES  Ghtpslsamte-mysharepantompwswalipne.ogais.sianec.comdoaumentslucan nrod/a7t traffici impact analysis/a7    July 1, 2024 File No. 20.0157593.00 Mr. John M. Floyd, Senior Attorney Vulcan Materials Company 1200 Urban Center Drive Birmingham, Alabama 35242  CZ) Knownfore excellence. Builto ontrust.  Re: Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  Proposed Quarry Skippers, Virginia  GEOTECHNICAL ENVIRONMENTAL WATER  Dear Mr. Floyd:  GZA GeoEnvironmental, Inc. (GZA) prepared this Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan ("Report") on behalf of Vulcan Materials Company (Vulcan) for the proposed new bedrock quarry near the unincorporated community of Skippers in Greensville County, Virginia ("Proposed Quarry"/"Site"). Vulcan operates an aggregate quarry ("Existing Quarry") on adjacent property separated by a County road. The Existing Quarry and Proposed Quarry are shown on Figure 1. The Report was developed in general accordance with Virginia Administrative Code (VAC) Title 4, Conservation and Natural Resources, Chapter 31, Parti II, Permit Standards, Article 1, Permits, 4VAC25-31-130, Mineral mining plans, Item 6 pertaining to mining below the water table (4 VAC25-31-130(6);: and the Virginia Department of Mines, Minerals, and Energy's ([DMME), now Virginia Energy) DMME/DMM Procedures, Applications and Instructions Version 1-04/07 Mineral Mine Operator's Manual Chapter 10: Groundwater Protection. Note that The State regulatory obligations are cited below (ini italics) and aret followed by our response. 4VAC 25-31-130(6): "If mining below the water table is to take place, the following conditions a. The application shall contain an assessment of the potential for impact on the overall hydrologic balance from the proposed operations to be conducted within the permitted area The assessment is provided in the following sections consistent with the Mineral Mine b. "A plan for the minimization of adverse effects on water quality or quantity shall be prepared based on the assessment in: subdivision 6aof this section and included in the application." The Groundwater Protection Plani for thei minimization of adverse effects on water quality "Permanent lakes or ponds created by mining shall be equal to or greater than four feet deep Any permanent lakes or ponds created by mining willl be equal to or greater than 4 feet  17975V Wests Sarahlane Suite 100 Brookfield, Wls 53045 T:262.7542 2560 F:262-923-7758 www. gza.com  this Report is subject to the Limitations providedi in Attachment 1.  REGULATORY OBLIGATION  apply:  forreview and approval." Operator's Manual.  and quantity is provided below based on the assessment. or otherwise constructed. in a manner acceptable to the director."  deep.  MCAYLwrnN    July1,2024 File No. 20.0157593.00 Page 12  CZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  MINE OPERATOR'S MANUAL CHAPTER 10.4 EVALUATION OF BASELINE HYDROLOGIC CONDITIONS  "Baseline information describes site-specific conditions prior to mining and provides a starting point from which to make predictive estimates of the probable hydrologic impacts, if any, of the proposed operation. Where applicable, baseline information should be collected and analyzed welli in advance of the proposed mining operation, and in such a manner as Factors that should be considered in the baseline assessment include those described in more detail below. Some of the suggested methods for measuring hydrologic properties are highly simplified using "rules of thumb" to. facilitate data collection and analysis for small operations where the potential for ground wateri impacts are expected to be minimal. For larger or more complex operations, the process of data collection and analysis for many of these factors may require well  top provide as statistically valid representation of the site water: supply.  drilling, aquifer pump testing, laboratory analysis, and model: simulations."  Inventoryof Existing Ground' Water Use municipal and recreational use."  "The baseline assessment. should include an inventory of alls sources ofs ground water use within a minimum of 1000 feet of the mining permit boundary. Theinventoryshouldencompass groundwaters sources for residential, commercial, industrial, 1. GZAI identified possible potable water supply wells based ont the presence of structures observed on a 2019 Google Eartha aerial photograph andi the assumed lack of municipal water service int the area oft the Proposed Quarry. Only properties with buildings north, west, and south of the Proposed Quarry were identified, as the Existing Quarry east of the Proposed Quarry hydraulically isolates the Proposed Quarry from areas further east. As shown on Figure 1, GZA identified the following possible potable water: supply wells relative to the closest boundary of the a. One potable water supply well ata a residence on the Proposed Quarry property that willl be removed through mining and one potable water supply well within 1,000 feet on the property adjacent and north of the b. Nine possible potable water: supply wells between %- and %-mile; three north along Carpenter Road (County Two possible potable water supply wells between %- and 34-mile south along Diamond Grove. d. Seven possible potable water supply wells between %- and 1 mile; three north along Quarry Road (County 2. Three of the possible potable water supply wells identified south of the Proposed Quarry along Diamond Grove Road and one possible well identified north of the Proposed Quarry are located within %-mile of the Existing 3. GZA contacted the Virginia Department of Environmental Quality (VDEQ), Office of Water Supply's Data Coordinator for well construction information. GZA was informed that VDEQ does not have well logs ini the water  Proposed Quarry:  Proposed Quarry along Quarry Road owned by Vulcan.  Road 679) and: six south along Diamond Grove Road (County Road 621).  Road 650) and four west along Diamond Grove Road.  Quarry.  well database fort the area of the Proposed Quarry. Depth to the Static Water Table and Maximum Depth of Mining  "An estimate of the position oft the static water table relative to the maximum depth of the proposed mine is required as 1. After removal oft the overburden (average 39 feet), the Proposed Quarry will include approximately eight 65-foot benches, with thel lowest bench extending to an elevation of approximately -4451 feet, or a maximum depth of 550  part of the mine permit application."  to 6001 feet from the surrounding ground surface.    July1,2024 File No. 20.0157593.00 Page 13  CZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  2. As described below under Geologic Factors, the local aquifer is not homogenous and is limited in vertical extent to about 1001 feet. Quarry depths beyond the limited vertical extent of the aquifer will have negligible impacts on 3. The surface water and soil characteristics of the Proposed Quarry, observation at the Existing Quarry, and the physical geologic properties oft the local aquifer indicate that thes static water table may be highly variable. 4. aquaFUSION, Inc. (AFI) compiled domestic and non-domestic well data int the vicinity of Moore's Ferry Road, east of the Existing Quarry, that included static water level data for 11 wells reported during well installation or servicing between 1954 and 2012. Static water levels varied from 81 to 1801 feet and averaged approximately 107 feet. Although reported as "static" water levels, the water levels were measured in existing or newly installed water supply wells with an unknown history of pumping and rest prior to measurement of water level. 5. The variabilityi in static water level reportedi in a well may be exemplified by Greensville County water system wells GCWS-1 and GCWS-2, drilled to 401 feet and 4401 feet, respectively, less than %-mile east oft the Existing Quarry. Again, although reported as "static" water levels, the water levels were measured in newlyi installed wells with an a. The well log for GCWS-1, drilled in 1998, recorded a static water level of 133 feet and a stabilized pumping b. The well log for GCWS-2, drilled within about 200 feet of GCWS-1 in 2010 and first used in 2012, recordeda 5. As shown on Figure 1, a pondi is located on the central area of the Site at an elevation of approximately 1401 feet and approximately 101 feet lower than the highest elevation portions oft the Site. The soil surrounding the pond is mapped byt the United! States Department of Agriculture (USDA) as Woodington, poorly-drained, fine, sandyl loam. 7. The pond is identified on the United States Geological Survey (USGS) 1963 Skippers, VA-NC Quadrangle, which was based on a 1961 aerial photograph field-verified in 1963, and appears to contain water in each aerial 8. Soil types mapped by the USDA along the: streams near the Proposed Quarry (as shown on Figure 1) include the Woodington along the western and southern property boundaries and the Roanoke loam along the eastern property boundary. Similar to the Woodington, the Roanoke is poorly-drained and is also reported to be 9. Based on the aerial photographs and soil type, it is likely the water level in the pond reflects the water table 10. Intermittent streams are mapped by the USGS along the western, southern, and eastern Proposed Quarry property perimeters, as shown on Figure 1. The streams range in elevation from 150 to 140 feet along the northwest to: southwest property boundaries; 125 to 110 feet along the southern propertyb boundary; and about 11. Fontaine Creek, located! 500t to 6001 feet east oft the Site and ont thet fars side oft the Existing Quarry, isi int the elevation  the water table beyond relatively short distances from the Proposed Quarry.  unknown history of pumping and rest prior to measurement.  level near 2001 feet.  static water level of 81 feet and a stabilized pumping level at 112 feet.  photograph available on Google Earth Pro from 1994 to 2019.  frequently flooded. elevation at that location.  1101 feet along the eastern property boundary.  range of 901 to 1001 feet, based on the USGS topographic map.  2013, aquaFUSION, Inc., Assessment of Domestic' Well Failures Along Moore's Ferry Roadr near the Vulcan Construction Materials, Skippers  Quarry, Greensville County, Virginia, 103 pgs.    July 1,2024 File No. 20.0157593.00 Page 14  CZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  12. The USI FishandWildlife Service (USFWS) mapped wetlands along thei intermittent streams near the Site boundary as PFO1A or PFO1C, which are palustrine forested wetlands that are temporarily or seasonally flooded. 13. The intermittent streams, soil, and wetland information suggests that the groundwater table surface and static water level in local wells are likely to be variable, buti in ther range between the water level in the pond on the Site  ofapproximately. 1401 feet and Fontaine Creek at: an elevation of approximately 95 feet.  Hydraulic Gradient and Direction of Ground Water Movement  "The hydraulic gradient is the slope of the water table in a specified direction, usually given as the direction of maximum 1. Based on the local and regional topography, the horizontal hydraulic gradient at the Proposed Quarry and vicinity is likely east toward Fontaine Creek and the Existing Quarry, both of which are shown on Figure 1. 2. Localized shallow groundwater flow also occurs to the unnamed tributaries to Fontaine Creek (see Figure 1). "Natural discharges of ground water occur as seepage to springs and gaining streams, as evaporation and transpiration, and as subsurface outflow. Discharge is usually expressedi in units ofv volume of water per unit time (e.g. cubic feet per day, 1. Fontaine Creek is a perennial stream that flows east in the areas north of the Proposed Quarry and then south along the full length of the east side of the Existing Quarry, then generally east. Fontaine Creeki is int the elevation 2. Based on al USGS stream gagei in Fontaine Creek 2.2 miles upstream and north of the Existing Quarry,?t the average annual discharge estimated from gaging conducted from 1944 to 1953 was 99.3 cubic feet per second (cfs) or 44,500 gallons per minute (gpm), with a range of annual values from 48.3 cfs (21,700 gpm) to 150.5 cfs (67,500 3. Anunnamed: stream and tributaryt to Fontaine Creeki isl located approximately 1 mile north of the Proposed Quarry (see Figure 1). This unnamed. stream is mapped as perennial from elevation 160 to elevation 100 where it enters 4. Unnamed, intermittent tributaries to Fontaine Creek (see Figure 1) along the west, south, and east boundaries of the Proposed Quarry range in elevation from 150 to 110 feet with flow toward Fontaine Creek and the Existing 5. Cattail Creek, shown on Figure 1, is a perennial stream located approximately 1 mile southwest to 2 miles south oft the Proposed Quarry. Cattail Creek is in the elevation range of 120 feet (southwest) to 100 feet (south) and flows east into Fontaine Creek approximately 3 miles southeast oft the Proposed Quarry at elevation 80f feet. 6. The intermittent streams along the Proposed Quarry boundary receive precipitation runoff and potential groundwater discharge during periods of high groundwater, but do not receive continuous groundwater 7. The natural discharge location for groundwater that flows beneath the Proposed Quarry property is the Existing  change in water levele elevation."  Sources and Rates of Natural Discharges  acre-feet per year, etc.)."  range of 901 to 1001 feet along the Existing Quarry.  gpm).  ac dammed impoundment adjacent and north of the Existing Quarry.  Quarry.  discharge.  Quarry located east and adjacent to the Site.  USGS Surface Water datai for USALUSGSufaeWater. Annual Statistics, accessed inJ January 2022.    July1,2024 File No. 20.0157593.00 Page 15  CZA  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  8. The contribution ofg groundwater to the overall volume of water removed from the Proposed Quarryi is anticipated to be very low based on the low permeability characteristics of the regolith and granite bedrock observed at the 9. GZA evaluated the potential groundwater contribution to the Existing Quarry pumping total during a period of 2013 to 2014. The evaluation is valid for the Existing Quarry conditions because primary quarry development since 2013 has been horizontal expansion of thel lowest benches in the quarry where groundwater production is 10. The contribution of groundwater tot the overall volume of water removedi from thel Proposed Quarryisa anticipated tol be comparable to the volume and rates from the Existing Quarry based on similar geology. 11. Vulcan provided Outfall 001 discharge volumes for January 1, 2013 through March 25, 2014 for the Existing Quarry. The discharge during that period averaged 0.52 million gallons per day (gpd), approximately 360 gpm. The total estimated precipitation during the period, based on published precipitation data from Emporia, Virginia, was 67 inches. Considering 67 inches of direct precipitation over the estimated 130-acre Existing Quarry and an additional 20 acres of area with: surface runoffi into the quarry, GZA estimates that the preciptation/surface water contribution to the Existing Quarry during the 2013 to 2014 period was approximately 400 gpm. This simple calculation confirms that there is very! little groundwater discharge into the Existing Quarry and, as stated above, 12. Because of the uncertainties with quantifying water losses within the Existing Quarry due to water evaporation from surfaces, ponds, and washed product; water retained on washed product; and treatment pond leakage, an accurate estimate of the groundwater contribution to the total dewatering volume is difficult to calculate, 13. Typically, groundwater discharge into a relatively large quarry, such as the Existing Quarry, is estimated in order of magnitude ranges of hundreds or thousands of gpm with a measurable difference between precipitation and 14. AFlmade two estimates of groundwater inflow tot the Existing Quarryf for periods ofl low precipitation in November 2012 and from October 2012 to. January 2013, when there was no or low daily precipitation recorded. AFI made the calculations from recorded discharge at Outfall 001 as representative of approximate groundwater inflow rate to the quarry based on: 1) no direct precipitation in the quarry during that period; 2)! low evaporation because of low air temperatures; 3) minimal aggregate processing during that time ofy year; and 4) limited road watering for dust control during that time. AFI reported that groundwater inflow, as estimated by flow at Outfall 001, was approximately 100 gpm for November 2012 and 280 gpm for the period October 20121 to. January 2013. 15. Based on an AFIf field: survey of apparent groundwater inflows to the quarry, AFI estimated that "..at least 150 to 200 gpm of the water inflow originates from Fontaine Creek through leakage along. fractures associated with a fault located along the eastern portions of Skippers Pit."3 Based on AFI's observations, the groundwater discharge 16. In Table 2.3 oft the same report, AFI provided quarry sump pump run times from October 15, 2012 to. January 9, 2013 (total of 533 hours), an estimated pumping rate for the sump pump (1,500 gpm) apparently based on pump curves, and daily recorded precipitation values (total of 11 inches) at the quarry. GZA utilized these values to estimate the average quarrys sump pump discharge rate minus the precipitation over the estimated 150-acre area  Existing Quarry.  insignificant.  similarly, little groundwater flow can be anticipated to enter the Proposed Quarry.  especially in a system where the groundwater discharge is evidently very low.  groundwater contributions.  into the Existing Quarry was estimated atl less than 100 gpm.  3 Ibid.    July1,2024 File No. 20.0157593.00 Page/6  GZN)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  of the quarry, yielding a groundwater discharge rate to the quarry of approximately 50 gpm over the October 17. GZA also anticipates that a majority of the groundwater contribution to the dewatering total comes from the regolith and shallow bedrock on the east side of the Existing Quarry, where Fontaine Creek maintains shallow groundwater at an elevation of approximately 95 feet. This results in the steepest hydraulic gradients being on the east side of the Existing Quarry. Groundwater discharge to the east side of the Existing Quarry is primarily derived from losses from the bed of Fontaine Creek. The water lost through the bed of Fontaine Creeki is returned 18. Ins summary, the various methods of estimating groundwater discharge to the Existing Quarry consistentlyi indicate a rate on the order of 100 gpm with a significant portion derived from Fontaine Creek. As the Existing Quarry is between the Proposed Quarry and Fontaine Creek and isolates Fontaine Creek from the Proposed Quarry, there will be no or insignificant groundwater inflow to the Proposed Quarry from Fontaine Creek, and the Proposed Quarry is expected to have a lower rate of groundwater inflow than the Existing Quarry, due in part to greater 19. Based on the low average water discharge rate at Outfall 001 (500 gpm) compared to the average discharge in Fontaine Creek 2.2 miles upstream of the Existing Quarry (44,500 gpm), the loss of water from Fontaine Creek 20. The Outfall 001 discharge and above analyses indicate that the Existing Quarry has an insignificant impact on the groundwater table and: surface water features, thus, has ani insignificant impact ont the overall hydrologic! cbalance.  20121 to. January 2013 time period.  through the treated water discharge at Outfall 001.  distances from perennial streams than the Existing Quarry. through groundwater into the Existing Quarry is not significant.  The same is expected for the Proposed Quarry.  Natural Recharge Rate  "Natural recharge occurs as direct precipitation in the watershed, as seepage. from losing streams, and as subsurface inflow. Recharge is typically expressed in units ofvolume of water per unit time (e.g. cubic feet per day, acre-feet pery year, 1. The natural recharge rate in the region is estimated by the USGS to be about 5 inches per year (in/yr)* and AFI 2. The physical properties oft the aquifer that control water storage, thin soil, and tight bedrock (describedi ing greater detail below) limit the effectiveness and impact of the natural recharge resulting in the relatively rapid loss of 3. The relatively rapid loss of water to streams is evidenced by the predominance of palustrine wetlands along the numerous intermittent streams that are temporarily or seasonally flooded, as they receive surface water runoff  etc.)"  (2013) reported! 5t to 10 in/yr without a citation.  recharged water to intermittent and perennial streams.  followed by shallow groundwater discharge following precipitation events.  Ground Water Velocity  "The rate of ground water movement is an important parameter in the hydrologic assessment, particularly if there exists the possibility of a water quality impact as a result of mining or reclamation. Asimple calculation for the ground water velocity may provide the means to roughlyestimate the time it wouldt take forap pollutant to rechadoungodemtgoun  water user."  4 1980, U.S. Geological Survey, Heath, Ralph C., Basic Elements of Ground-Water Hydrology With Reference to Conditions in North Carolina.    July1,2024 File No. 20.0157593.00 Page 17  CZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  1. Due to the physical geologic properties of the aquifer at the Proposed Quarry, as described below, and the depth of the Proposed Quarry relative to the static water table surface, there is no known mechanism by which mining 2. During mining, the quarry floor willl be about 1001 feet (391 feet average overburden plus minimum 65-foot bench) to more than! 500 feet below grade and the saturated portion of the shallow aquifer. Groundwater flow will only bei into the quarry, not away from the quarry and the rate of that groundwater movement becomes irrelevant. 3. Should reclamation of the Proposed Quarry include portions of the quarryt to be flooded, the quarry will remaina  or reclamation could negatively impact groundwater quality.  receptor ofl local groundwater discharge, not the source of groundwater recharge.  Physical Properties of Aquifers  "Manyoft the preceding methods forcharacterizing baseline conditions of the hydrologic. system required estimated values for physical properties of the aquifer including porosity, hydraulic conductivity, and transmissivity. Methods to fully evaluate these and other important properties for specific. site conditions often involve well drilling, aquifer pump testing, and laboratory analysis. Values obtained in this way are typically used in complex hydrologic investigations that involve 1. Based on the analyses summarized above, the Existing Quarry has an insignificant impact on the groundwater table and, based on similar geology, a greater distance from streams that may be the primary source of shallow groundwater and the presence of a 550-foot deep quarry on the adjacent property; the Proposed Quarry is 2. The groundwatert tables surface relative tot the Existing Quarry, Proposed Quarry, and Fontaine Creek are portrayed 3. The hydraulic conductivity and transmissivity are factors controlled by the genesis and thickness oft the relatively 4. The aquifer system is simple and does not require complex hydrologic investigations involving complicated 5. The Existing Quarry provides a physical model and measurable properties that demonstrate the aquifer response expected at the Proposed Quarry and, therefore, is more reliable than a groundwater computer model with its  analytical solutions or numerical modeling techniques."  expected to experience less overall water inflow than the Existing Quarry. ont the geologiccrossections included as Figures 2 and 3.  thin productive aquifer system of the Piedmont Physiographic Province described below.  analytical solutions or numerical modeling techniques.  significant limitations and dependence on estimated input parameters.  Geologic Factors  "The baseline hydrologic assessment should incorporate discussion of the geologic setting of the proposed mine site, particularly in cases where geologic features may influence hydrologic conditions. For example, faults and fracture zones in bedrock can: significantly influence ground water flow! by providing a conduit through otherwise impermeable material. Conversely,. faults may) juxtapose an impermeable rock unit against a natural aquifer material, which may have the effect ofl limiting ground water flow across this structural boundary. Due to lower permeability, fine-grained geologic strata such as clay layers and shale formations may impede the downward, flow of water resulting in unconfined "perched" ground water. Similarly, these low permeability materials mayact as abarriert to upwardj flow (i.e. aquitard), resultingi inaconfined ground water system. Thus, the type of rock units present, their orientation, and juxtaposition may provide clues concerning the type of aquifers present (i.e. confined versus unconfined). Finally, the nature oft the geologic materials that comprise the aquifer may provide information that would help interpret measurements of baseline ground water  chemistry."    July1,2024 File No. 20.0157593.00 Page 18  CZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  1. The Proposed Quarryi isl located int thee eastern portion oft the Piedmont Physiographic Province in an area ofr rolling hills with mapped bedrock consisting of Paleozoic granite and other felsic igneous rock and Proterozoic-Paleozoic 2. Based on 13 soil borings/core holes drilled within the Proposed Quarry footprint, overburden (regolith described below) thickness averaged 39 feet, with the thicknesses in individual borings reported to range from 10 to 109 feet. The range of soil thicknesses, excluding the 109-foot-thick outlier value, likely drilled into a high angle 3. Bedrock was cored in 12 holes to depths of 1101 to 4031 feet, to elevation- -269. The recovered competent bedrock consisted of granite (54% of the bedrock drilled), granodiorite (32% oft the bedrock drilled), and diorite (10% of 4. Based ont the estimated surface elevation range of 120t to 150f feet and the average depth to bedrock, the average 5. Based on core hole logs, the Existing Quarry primarily consists of granite and granodiorite, similar to geological conditions logged in the Proposed Quarry. Thus, groundwater characteristics estimated in the Existing Quarry provide a physical model for groundwater characteristics that can be anticipated int the Proposed Quarry. 6. Basic hydrogeological conditions in the Piedmont Physiographic Province, as presented below, were described by LaGrand, 2004.6 Bedrock is covered by unconsolidated material known as regolith that includes, where present, 7. The soil at the Proposed Quarryi is mapped by the USDA as poorly-drained loam andi fine, sandy loam. 8. Saprolite, the product of chemical and mechanical weathering of the underlying bedrock, is typically composed of clay and coarser granular material up to boulder size and may reflect the texture of the rock from which it was formed. Thus, the weathering product of granitic rocks, such as at the Proposed Quarry, may be quartz-rich and 9. The groundwater system in the region is essentially a two-part system comprised of the regolith (soil and 10. The regolith, competent bedrock and groundwater table surface at the Existing and Proposed Quarries are 11. The regolith, which is expected to have a porosity one to two orders of magnitude higher than the underlying bedrock (Heath, 1980'), is the principal storage reservoir of the aquifer. Precipitation that recharges the subsurface is stored as groundwater in the porous materials of the regolith. Where the saprolite is very thin, 12. Water supply from wells constructed in areas of thin saprolite are less reliable and more susceptible to failure during periods of below average precipitation because the water storage capacity feeding the aquifer is limited  gneiss, schist, slate, phyllite, quartzite, and marble.s  fracture, was 10t to 641 feet with an average of 331 feet.  the bedrock drilled). Minor amounts of gabbro and pegmatite were: also encountered. competent bedrock elevation within the Proposed Quarry is approximately 100 feet.  as soil zone and underlying decomposed bedrock known as saprolite.  sandy-textured, which is consistent with the USDA: soil survey. weathered bedrock) and the underyingcompetent, unweathered bedrock. portrayed ont the geologic cross-sections, included as Figures 2 and3.  water storage capacity is very low: and practically limited to bedrock fractures.  and less likely to provide adequate water through dry periods.  5 1999, C.M. Bailey, Simplified Map of Virginia, College of William and Mary.  6 2004, LaGrand, H.E., Al Master Conceptual Model for Hydrogeological Site Characterization! int the Piedmont and Mountain Region of North Carolina. AG Guidance Model, North Carolina Department ofE Environment: and Natural Resources, Division of Water Quality, Groundwater Section, 7 1980, Heath R.C., Basic Elements oft the Ground-Water Hydrology with Reference to Conditions in North Caroline: US Geological Survey Water-  55p pgs.  Resources Open-File Report 80-44, 86p pgs.    July1,2024 File No. 20.0157593.00 Page 19  CZI)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  13. In areas with thin regolith, water supply wells are drilled several hundred feet deep, generally 200 to 400 feeti in 14. The regolith includes a transition zone between saprolite and fractured bedrock. The transition zone primarily consists of coarse fragments of partially weathered bedrock and lesser amounts of finer-grained sediment. 15. Groundwater from surface recharge either moves vertically into the regolith and bedrock fractures or flows horizontallyt through the regolith parallel to the bedrock: surface and discharges to: surface water bodies (streams, 16. Higher yielding wells are more common in topographic lows where the aquifer typically has a higher hydraulic conductivity related to joints in the bedrock than in upland areas. Because the Proposed Quarry is in an upland 17. The tendency for fractures to decrease in size and number with increasing depth within the bedrock results in the tendency for yields per foot of well depth to decrease with increasing depth, especially below a depth of about 350 feet. In massive bedrock, particularly granite, nearly horizontal tension joints that provide a connection  the Skippers area, to provide water storage within the well borehole.  ponds, lakes, seeps, springs, wetlands, etc.) or is lost to evapotranspiration. area, iti is less likelyt to encounter higher hydraulic conductivity bedrock.  between high angle (vertical). joints are often limited to the upper 1001 feet of bedrock.  Land Use  "Information concerning historic or present-day land use that may have an influence on ground water resources in the proposed mine area should be included in the assessment of baseline conditions. In particular, the assessment should identify any potential hydrologic impacts from non-mining sources. These. sources may include commercial or industrial activities, changes in vegetation type and density, agricultural practices, crop irrigation, changes in surface drainage 1. The Proposed Quarry areai is a mix of agricultural and undeveloped forest with sparse residential. 2. Commercial or industrial activities, changes in vegetation type, and density, agricultural practices, cropi irrigation, changes in surface drainage patterns, or other land uses were not identified that may have an influence on  patterns, etc."  groundwater resources in the area of the Proposed Quarry.  Ambient Ground Water Chemistry  "Ift there exists the potential fori introducing, pollutants to ground water as ar result of mining or reclamation, the hydrologic assessment. shouldi include laboratoryand/or; fieldi measurements oft the appropriate water quality parameters to establish baseline conditions of water quality. Just as the elevation of the water table may vary seasonally, sO will the chemical characteristics of ground water. Ifpossible, the seasondvariability: should be evaluated. A major benefit ofthis evaluation will be in determining ift there is a pre-existing condition of water quality impacts that are unrelated to mining." 1. Petroleum and chemical use at the Proposed Quarry will need to comply with industry standard of care and Commonwealth regulations and, therefore, is assumed to not be a pollutant source to the groundwater. 2. Mining or reclamation at the Proposed Quarry is not expected to result in the introduction of pollutants to the 3. The Proposed Quarrywill maintain ani inward horizontall hydraulicgradient. Groundwaterwill flowi intot the quarry,  groundwater aquifer. not out of the quarry.  MINE OPERATOR'S MANUAL CHAPTER 10.5 ASSESSMENT OFI POTENTIAL IMPACTS  "Predictive estimates of the impacts of the proposed mining operation on ground water quality and supply should be quantitative to the extent practicable. Supporting data may include analytical ands statistical. results as well as conceptual    July1,2024 File No. 20.0157593.00 Page /10  GZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  models where appropriate. For larger or more complex operations, hydrologic models ranging from simple empirical equations to numericald computer simulations may be used fore estimating hydrologicimpacts. Models: should be calibrated with: site-specific data or data that is otherwise representative oft thes site. Extrapolation ofdataj from ar nearby area to the proposed permit area is acceptable when the similarity of the areas is established and information is available to) justify The assessment should include a prediction of impacts that will occur during the proposed mining and reclamation operations and also the potential for longer-term impacts, if any. Other factors that presently contribute to or may contribute to future changes in water quantity and quality, but are not related to the proposed mining operation, should  the correlations. Seasonal operating conditions should also be considered.  bei identified and quantified to the extent possible." Effects of Ground Water Withdrawals on Water Supply  "For most small mineral mining operations, dewatering is unlikely to create a large cone of depression that will alter the regional pattern of ground water flow. For these operations, the assessment of potential impacts should consider the location of dewatering operations relative to other sources of ground water use, withdrawal rates, the duration of pumping, and methods to reclaim the excavated areas. Periodic monitoring of sensitive ground water discharge areas identified in the baseline assessment such as springs, stream base flow, and wetlands is highly recommended as part of 1. The analyses provided under Chapter 10.4 above indicate that the Proposed Quarry will have an insignificant 2. The local palustrine wetlands located along intermittent streams are temporarily or seasonally flooded during 3. Based on thee evaluation provided above, thea aquiferavailablel for water supply wellsi is thiny with low water storage 4. Although water supply wells are drilled to depths of 200t to 400+ feet, the well depth beyond 1001 feet is intended top provide waters storage and potentially intercept minor water-containing fractures. A6-inchv well wills store about 1.5 gallons per foot; thus, a 400-foot well with 3001 feet of water will have 450 gallons ofwater plus the volume of water stored in the regolith and bedrock fractures, typically sufficient for a residential water supply. The United States Environmental Protection Agency (USEPA) estimates a per capita water use of about 80 gpd and with an average household size oft two to three persons, the approximate household use is 1601 to 240 gpd. 5. A4-inch well will contain about 0.7 gallons per foot; thus, a 400-foot well with 300 feet of water will have 210 gallons of water plus they volume of water stored ini the regolith and bedrock fractures. The owners of such a well  the ground water protection plan."  impact on the groundwater table and, thus, on water supply wells. precipitation events, which will not be impacted by mine dewatering.  capacity.  may be aware of limitations and adjust the usage accordingly. Effects of Removing Portions of an Aquifer on Water Supply  "Surface mine excavations below the ground water table will likely remove portions of the aquifer either as overburden, waste rock, or mine product. Depending upon the operating plan, this might occur with or without dewatering of the excavation. The assessment of potential impacts related to aquifer removal will depend. largely upon plans for reclaiming the site. In cases where a substantial impact to water: supply is predicted and unavoidable, the ground water protection 1. Removing portions of the aquifer in the Proposed Quarry area will have a negligible impact on groundwater withdrawal and existing water supply wells, as described above and demonstrated byt the Existing Quarry.  plan should include appropriate mitigation measures."    July1,2024 File No.: 20.0157593.00 Page 111  CZA)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  Managing Pumped Ground' Water  "There are a number of alternative methods fori managing ground water afteri it has been pumped, from ar mine excavation including: (1) discharging the water into an existing stream channel; (2) storing the water in a lined impoundment for future use; (3) conveying the water to an unlined impoundment that serves as an infiltration gallery or ground water 1. They watert that collectsint the Proposed Quarryfrom; Predplstonamdgoumowater willl ber manageda at the Existing 2. The collected water will be used for processing and, after treatment, will be discharged to Fontaine Creek or tributary through the Existing Quarry or allowed to flood the Existing Quarry as part of the mine reclamation. "The composition and concentration of substances dissolved in ground water depends upon biological and chemical reactions occurring at the lands surface andi in the soilz zone, and the mineral composition oft the aquifersa and confining beds 1. No mechanism was identified that could change the local groundwater chemistry near the Proposed Quarry 2. The Proposed Quarrywill maintain ani inward horizontall hydraulicgradient. Groundwater willi flowi intot the quarry, 3. Asi int the past, Vulcan will maintain compliance with the National Pollutant Discharge Elimination System (NPDES) Discharge Permit at the Existing Quarry, which will not be altered by what is essentially a horizontal expansion to  recharge facility; and (4) re-injecting the water into the: subsurface through au well."  Quarry.  Expected Changes in Ground Water Quality through which the water moves." because of mining. not out oft the quarry. the Proposed Quarry. Potential for Accidental Release of Pollutants  "For mosts smalminerd/mining: operations, arcidentalyreleased, pollutants that have thep potential toi impact ground water include oils, fuels, and cleaning solvents. The most likely pathway for contamination is by direct contact of the pollutant with ground water or the aquifer stratum that is exposed in the mine excavation. Since these pollutants do not naturally occur in ground water, the hydrologic assessment of baseline water quality parameters will not likely include their determinations, unless a pre-existing condition was suspected. The assessment of potential impacts should include an evaluation ofs safeguard measures to ensure that these pollutants are stored, distributed, transferred, and disposed ofina 1. The Proposed Quarryv will maintain an inward horizontall hydraulic gradient. Groundwaterwill flowi intot the quarry, 2. The only mechanism by which water will be able to exit the quarry is by pumping, and the proposed pumping will be to the Existing Quarry and possibly to Fontaine Creek, and prudent environmental practices such as Storm Water Pollution Prevention Plan and Spill Prevention, Control, and Countermeasures Plan are in place to prevent  manner that willi minimize the potential for impacting ground water quality."  not out.  the pumping of accidentally released pollutants.  MINE OPERATOR'S MANUAL CHAPTER 10.6 GROUND WATER PROTECTION PLAN  "Thes successfuld design ofaground water protection, plan that meets the requirement of regulation 41 VAC25-31-130(6 will depend upon the quality of the hydrologic baseline and impact assessment, and how this information is integrated with other key operating parameters into the overall mine plan. Since the assessment of potential impacts is largely predictive in nature, the operating and reclamation plans should be flexible to change if unexpected conditions are encountered. Incorporating ground water monitoring into the overall mining plan is an effective means ofi identifying early indications    July1,2024 File No. 20.0157593.00 Page /12  CZI)  Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan  of both predicted and unanticipated impacts. Monitoring may be accomplished by conducting scheduled sampling at existing ground water sources, from strategically located monitoring wells (i.e. up-gradient and down-gradient), or a 1. The assessment provided under Chapter 10.5 above indicate that the Proposed Quarry will have an insignificant impact on the groundwater table and on water supply wells and no impact on nearby streams or wetlands. 2. With no potential at-risk water supplies or surface water features, no groundwater or: surface water monitoring Please feel free to contact the undersigned should youl have any questions or require additional information.  combination of both."  iswarranted or recommended.  Very trulyy yours, GZA GeoEnvironmental, Inc. ME / MarkJ. Krumenacher, P.G. Senior Principal/Senior Vice President Attachments: Figures1,2,and3  A6 Bernard 6. Fenelon Consultant Reviewer  A1573015.3915793 Saperepartsisinetyoaep-comalwyNAL20015739300bale ofE Baselinel Hydrologic Conditions and GWF Protection Plan_ Skippers VA 7-1-24.docx  Limitations    CZA)  FIGURES    LEGEND:  STRUCTUREPOSSIBLE WELLLOCATION  Croek  Fonlaina Croek/ Trbutary  @ Propogedo Quarry Pord  Fonlinec Crock  Callar Creek  SKPPERS. RGNIA PROPOSEDA AND 272322    GROUNDSURFACE FUTUREA APPROXMATE  SURFACE CURRENTA APPROMVATE  TABLES SURFACE  00  EAST  SAPROUTE  BRANITE  SCALE    RFACE SOUTH  SAPROLITE  QUARRY  APPROMNATESCALE VERTICAL HORIZONTAL  FEET MLE    CZA)  ATTACHMENT1 Limitations    CZA  HYDROGEOLOGICAL LIMITATIONS  USE OFI REPORT  1. GZA GeoEnvironmental, Inc. (GZA) prepared this Report on behalf of, and for the exclusive use of our Client for the stated purpose(s) and location(s) identifiedi in the Proposal for Services and/or Report. Use of this Report, in whole or inj part, at other locations, or for other purposes, may lead to inappropriate conclusions; and we do not accept any responsibility for the consequences of such use(s). Further, reliance by any party not expressly identified in the agreement, for any use, without our prior written permission, shall be at that party'ssole risk, and without any liability 2. GZA's findings and conclusions are based on the work conducted as part of the Scope of Services set forth in the Proposal for Services and/or Report and reflect our professional judgment. These findings and conclusions must be considered not as scientific or engineering certainties, but rather as our professional opinions concerning the limited data gathered during our work. Conditions other than described ini this Report may be found at the subject location(s). 3. GZA's services were performed using the degree of skill and care ordinarily exercised by qualified professionals performing the same type of services, at thes same time, under similar conditions, at the same ora a similar property. No warranty, expressed or implied, is made. Specifically, GZA does not and cannot represent that the Site contains no hazardous material, oil, or other latent condition beyond that observed by GZA during its study. Additionally, GZA makes no warranty that any response action or recommended action will achieve all its objectives or that the findings 4. Inc conducting our work, GZA relied upon certain information made available by public agencies, Client and/or others. GZA did not attempt toi independently verify the accuracy or completeness of that information. Inconsistencies int this The generalized soil profile(s) provided in our Report are based on widely-spaced subsurface explorations and are intended only to conveyt trendsins subsurface conditions. Thel boundaries between strata are approximate: andi idealized and were based on our assessment of subsurface conditions. The composition of strata, and the transitions between strata, may be more variable and more complex than indicated. For more specific information on soil conditions at a specific location refer tot the exploration logs. The nature and extent of variations between these explorations may not become evident untilf further exploration or construction. Ifvariations or other latent conditions then become evident, Water level readings have been made, as described in this Report, in and monitoring wells at the specified times and under the stated conditions. These data have been reviewed and interpretations have been made in this Report. Fluctuations in thel level oft the groundwater however occur duet tot temporalors spatial variations ina arealr recharge rates, soil heterogeneities, the presence of subsurface utilities, and/or natural or artificially induced perturbations. The  toGZA. STANDARD OF CARE  oft this study willl be upheld bya al local, state, or federal agency. information which we have noted, if any, are discussed in the Report.  SUBSURFACE CONDITIONS  itv willl be necessary to reevaluate the conclusions and recommendations oft this Report.  observed water table may be other than indicated int the Report.  COMPLIANCE WITH CODES AND REGULATIONS  7. We used reasonable care in identifying and interpreting applicable codes and regulations necessary to execute our scope of work. These codes and regulations are subject to various, and possibly contradictory, interpretations. Interpretations. and compliance with codes and regulations by other parties is beyond our control. 8. Our opinions are based on available information as described in the Report, and on our professional judgment. Additional observations made over time, and/or space, may not support the opinions provided in the Report.  INTERPRETATION OF DATA    CZA)  CONCEPTUALSITE MODEL  9. Our opinions were developed, in part, based upon a comparison of site data to conditions anticipated within our Conceptual Site Model (CSM). The CSMi is based on available information, and professional judgment. There are rarely sufficient data to develop a unique CSM. Therefore, observations over time, and/or space, may vary from those depicted in the CSM provided in this Report. In addition, the CSM should be evaluated and refined (as appropriate) 10. Ifthe Client or others authorized to use this Report obtain additional information on environmental or hazardous waste issues at the Siter not contained int this Report, suchi information shall be brought to GZA's attention forthwith. GZA will evaluate suchi information and, based on thise evaluation, may modify the conclusions stated in this Report. 11. GZA recommends that we be retained to provide services during any future investigations, design, implementation activities, construction, and/or property development/r redevelopment at the Site. This will allow us the opportunity to: i) observe conditions and compliance with our design concepts and opinions; ii) allow for changes if conditions are other than anticipated; ii) provide modifications to our design; and iv) assess the consequences of changes in  whenever significant new information and/or data is obtained.  ADDITIONAL INFORMATION  ADDITIONAL SERVICES  technologies and/or regulations.    Stantec GREENSVILLE COUNTY, VIRGINIA ZONING ORDINANCE ARTICLE 11- NATURAL RESOURCE OVERLAY DISTRICT (NROD) SEQUENTIAL RESPONSE TO SECTIONS OF ARTICLE 11- NROD  July2,2024  Prepared for: Vulcan Materials Company Prepared by: Vince Alaimo Project Number: 203402218    Sequential Response to Sections of Article 11- NROD  Revision Description Author Date Quality  Date  Independent Review  Date  Check  Project Number: 203402218    Sequential Response to Sections of Article 11- NROD  The conclusions int the Report titled GREENSVILLE COUNTY, VIRGINIA ZONING ORDINANCE ARTICLE 11- NATURAL RESOURCE OVERLAY DISTRICT (NROD) Sequential Response to Sections of Article 11- NROD are Stantec's professional opinion, as of the time of the Report, and concerning the scope describedi in thel Report. The opinions in the document are based on conditions andi information existing att thet time the scope of work was conducted and dor not take into account any subsequent changes. The Report relates solely to the specific project for which Stantec was retained and the stated purpose for which the Report was prepared. The Report is not to be used or relied ont for any variation ore extension oft the project, orf for any other project or purpose, and any unauthorized use Stantec has assumed all information received from Vulcan Materials Company (the "Client') and third parties int the preparation oft the Report to be correct. While Stantec has exercised a customary level ofj judgment or due diligence int the use of suchi information, Stantec assumes no responsibility for the consequences of any error or omission This Report isi intended solely for use by the Client ina accordance with Stantec's contract with the Client. While the Report may be provided byt the Clientt to applicable authorities having jurisdiction and to other third parties in connection with they project, Stantec disclaims any legal duty based upon warranty, reliance or any other theory to any third party, and will not be liable tos sucht third party for any damages or! losses of any kindt thatr may result.  orr reliance is att the recipient's own risk.  contained therein,  Prepared by:  Signature Printed Name  Reviewed by:  Signature Printed Name  Approved by:  Signature Printed Name  Project Number: 203402218    Sequential Response to Sections of Article 11- NROD  Table of Contents  ARTICLE 11 INTRODUCTION. 11.1-1 Surface Removal. 11-1-2 Accessory Uses.. 11-1-3 Compliance.  11.1 USES PERMITTED WITHOUT SPECIAL USE PERMIT. 11-2 USES WHICH REQUIRE A SPECIAL USE PERMIT.. 11-3 MINIMUM AREA REQUIREMENT. 11-4 MAXIMUM UTILIZATION OF PROPERTY. 11-5 YARD SETBACK REGULATIONS. 11-5-1 Setback from Public Road. 11-5-2 Setback from Residential Use. 11-6 MISCELLANEOUS, 11-6-1 Fencing and Other Protective Measures 11-6-2 Excavation. 11-6-3 Water Accumulation. 11-8 BLASTING OPERATIONS 11-9 NOISE RESTRICTIONS 11-9-1 Definitions. 11-9-2 Maximum Sound Pressure Levels.. 11-9-3 Immediate Threats to Health and' Welfare. 11-9-4 Violations; Penalties; Other Remedies. 11-10 REGULATION OF TRAFFIC 11-10-1 Definition. 11-10-2 Impact. 11-10-3 Purpose 11-10-4 Method of Determination. 11-10-5 Adverse Impact Determination. 11-10-6 Applicant's Right to Abate Impact.. 11-10-7 Reliability of Applicant's Information.. 11-10-8 Reasonableness of Evaluation. 11-11 DUST CONTROL. 11-13 SAFE OPERATION. 11-14-1 Approval Required. 11-14-2 Submission Requirements 11-14-3 Approval by Ordinance. 11-15 PROCEDURE.  11-7 ROADSIDE LANDSCAPING AND SCREENING.  8 10 10 10 11 12 12 12 13 13 13 14 14 15 15 15 16 16  11-12 TRANSPORTATION OF EACAVATEDIEXTRACTED MATERIALS.  11-14 PLAN, REPORT AND APPROVAL REQUIRED.  )  Project Number: 203402218    Sequential Response to Sections of Article 11- NROD  11-16 SPECIFIC REQUIREMENTS, 11-17 PLAT (I.E., SURVEY) 11-18-1 Topographic Map. 11-18-2 Plan of Development and Operation. 11-19 REPORT. 11-19-1 Schedule of Operation. 11-19-2 Traffic.. 11-19-3 Equipment to be Used. 11-19-4 Date of Completion. 11-19-5 Soils Analysis 11-20 GENERAL REQUIREMENTS, 11-20-1 Timeframe for Action on Application. 11-20-2 Surety and Other Documentation. 11-21 EXCEPTIONS TO REGULATIONS  17 17 18 18 18 19 20 20 20 21 21 23 23 23 24  11-18 TOPOGRAPHIC MAP AND PLAN OF DEVELOPMENT AND OPERATION.  Project Number: 203402218    Sequential Response to Sections of Article 11-1 NROD  Article 11 Introduction  This report is a sequential response to Article 11 of the Greensville County Zoning Ordinance for the proposed Natural Resource Overlay District (NROD). The following sections of this document sequentially address the subject headings listed in Article 11 - Natural Resource Overlay District- of the The NROD is being proposed so that' Vulcan can activate adjacent land (Quarry Extension) to its active Skippers Quarry operation (Existing Quarry) producing construction aggregates since 1920. The Existing Quarry is located to thei immediate east oft the proposed NROD and State Route 650 (Quarry Road). Surface mining operations within the proposed NROD would bei incorporated by amendment to the current VDOE Skippers Quarry Permit 05589AC and associated Mineral Mining Plan (MMP). Approval of the NROD will allow' Vulcan to continue its investment to responsibly create and support jobs and economic development within the county, while utilizing a strategic natural resource located in the county. As is consistent with its current permit requirements and operational practices, Vulcan will continue to responsibly mine, extract and process construction aggregates as demonstrated in more than  Zoning Ordinance of Greensville County (Adopted November 17, 1992).  100 years of an operation thati is compatible with adjacent land uses.  Project Number: 203402218  ii    Sequential Response to Sections of Article 11- NROD  11.1 Uses Permitted without Special Use Permit  Article 11-1 states that' "the following uses shall be permitted within the NROD without a special use  permit".  11.1-1 Surface Removal  Surface removal (ie., not underground mining) of soil, sand, gravel, stone or other minerals bye excavating, stripping, dredging, quarrying or other similar mining operation. Vulcan Materials Company currently operates a surface mine (Existing Quarry) for the production of construction aggregates on its property located to the east of the proposed NROD. The NRODi is proposed to allow' Vulcan to extend its existing surface mining operations by activating the Quarry Extension. All mining will be permitted per appropriate regulatory permits and licenses, particularly the U.S. Department ofl Labor, Mine Safety and Health. Administration (MSHA) and the Virginial Department of Energy (VDOE). All land disturbed by the mining operations willl be reclaimed upon completion of surface  mining activities.  11-1-2 Accessory Uses  Accessory uses reasonably and necessarily required as an accessory to the enumerated permitted uses, including, but note exclusively, washing, grading, sorting, blasting, grinding and stockpiling operations. All such accessory operations which can be located at the site of the primary operation shall be sO located. Those accessory operations which cannot be sO located (e.g.: water delivery lines) shall be located sO as to avoid adverse impact upon  the health, safety and welfare of the public.  Accessory uses within the NROD will consist of mining and related accessory uses associated with construction aggregate production including, but not! limited to overburden removal and stockpiling, drilling, safe and controlled blasting, rock extraction, processing and haul roads. Accessory uses are summarized Other accessory uses related to the mining operation, including processing, rail load out and shipping, will Mined materials and equipment will be transferred between the NROD and the Existing Quarry via a proposed NROD Main. Access Road. No public access will be permitted within the NROD site. Use of the Main Access Road will be restricted to authorized haul trucks and other company and contractor vehicles  in Article 11-18, Topographic Map and Plan of Development and Operation.  continue to be conducted at the Existing Quarry.  and equipment. Details are provided in Article 11-10, Regulation of Traffic.  Project Number: 203402218    Sequential Response to Sections of Article 11- NROD  11-1-3 Compliance regulations of the underlying zoning district.  Uses permitted without special use permit must, nevertheless, comply with all pertinent  The underlying zoning district is A-1 which permits "selected business and industrial" uses which are "in harmony with the economic development objectives of the county" and are' 'compatible with rural qualities of the County". The NROD was developed by Greensville County after the potential for construction aggregate mining was realized. Quarry Extension will allow' Vulcan to continue its investment to create and support jobs and economic development within the county, while utilizing a strategic natural resource located in the county. In addition, post-mining land reclamation of the site will result in restoration of the land to a condition that is compatible with land uses within the underlying zoning district.  11.2  Uses Which Require a Special Use Permit Ine order for any of the following uses to be permitted within NROD, a special use permit  must first be obtained, to-wit: 11-2-1 Concrete plants 11-2-2 Asphalt (Mixing) plants 11-2-3 Extraction of oil or natural gas 11-2-4 Underground mining 11-2-5, Accessory Uses  Accessory uses normally and necessarily required as an accessory to any activity conducted pursuant to issuance ofa a special use permit; or, an off-site accessory use normally and necessarily required as an accessory to a use which is permitted without  issuance ofa. special use permit.  Vulcan's operations within the NROD will noti include any of the uses listed in 11-2-1 to 11-2-4 (concrete plant, asphalt plant, oil or gas extraction, underground mining) An Equipment Crossing will be constructed within the SR650 ROW, between the Existing Quarry and the NROD Main Access Road. The crossing will  not bei included in the NROD and should not require a Special Use Permit. 11-3 Minimum Area Requirement  The minimum area fort the establishment of any Natural Resource Overlay District shall be  twenty-five (25) acres.  Project Number: 203402218  2    Sequential Response to Sections of Article 11- NROD  The total acreage tol be included in the NROD is approximately 304.6 acres, which exceeds the minimum area of 25 acres. Vulcan requests that the NROD include all eight parcels currently owned or represented  by' Vulcan and its subsidiaries.  11-4 Maximum Utilization of Property  No more than eighty (80) percent of the total area designated as al NROD. shall be dedicated tot the permitted activity and to necessary accessory uses, including the provision of access. roads and parking areas. The remaining twenty (20) percent ofl land within the NROD. shall not be utilized fore either a primary use or accessory use. The specific portions of the NROD which. shall not be utilized shall be designated on the  development, plan.  The total acreage requested fort the NROD designation is approximately 304.6 acres. Of the total area, approximately 227 acres (74.5%) willl be permitted for mining and accessory uses. Within the permitted area, the anticipated major land uses and their approximate sizes are: quarry pit/mining (168 acres), Therefore, less than eighty (80) percent of the NROD will be permitted for mining. Approximately 25.5% of the remaining land within the NRODI will not be utilized for either primary or accessory uses. The areas  overburden storage (58 acres) and main access road (1 acre)  not utilized will be designated as such in the mineral mine permit plan documents.  11-5 Yard Setback Regulations  Article 11-5 states that' "The following setback regulations shall control both within and without the  NROD".  11-5-1 Setback from Public Road  No use or activity permitted by the NROD, including both primary and accessory uses, nor any structures erected in connection therewith, shall be located less than seventy-five (75) feet from any public. road right-of-way. Exceptions to this seventy-five (75) foot setback requirement. may be granted. by special use, permit, pursuant to Sections 11-14 hereof. Ift the owner/applicant seeks to reduce the setback to less than. seventy-five (75) feet, then the ownerlapplicant shall provide evidence of approval ofs such variance by the Virginia Department of Transportation ("VDOT"); however, VDOTapproval. shall not constitute automatic approval of a special use permit, and. shall not operate to limit, in any way, the rights and powers of the Planning Commissions and the Board of Supervisors in evaluating applications for special use permits. Ifan exception to the seventy-five (75) foot setback requirement is granted, that exception shall be. set forth in the. special use  Project Number: 203402218  3    Sequential Response to Sections of Article 11- NROD  permit, and any provisions for buffer and screening. shall be set forth in both the  development, plan and the report section.  Vulcan is proposing to continue its current practices for public road setbacks and berms, as implemented for the Existing Quarry and willl be described ini the application for the VDOE Mine Permit Amendment for the Quarry Extension. Vulcan's permitted operations for the Existing Quarry include construction of earthen berms within the setback for visual screening and sound abatement. The berms are typically 25 feet high, and mining activities inside the berms shall meet the 75 foot setback from public roads referenced in 11-5-1. These berms are excluded from the setback as they are not accessory structures.  11-5-2 Setback from Residential Use  No use or activily permitted by the NROD, including both primary and accessory uses, nor any structures erected in connection herewith, shall be less than: (a) one hundred (1 00) feet of any property line in an area zoned for residential use; (b) one hundred (100) feet from the line ofa any property which consists of one () acre of! land, or less, being utilized for residential, purposes, and which land is not under the ownership or controlof the applicant; and (c) one hundred fifty (150) feet of any occupied dwelling. Exceptions to the one. hundred (100) foot setback. requirement ande exceptions to the one. hundred fifly (150) foot setback requirement, may be granted by a special use, permit; these exceptions shall be set forth in the development, permit and any provisions for bufferand screening shall be set forth in both the development, plan and the report section. There are no cases where any setback for residential use would apply. The setbacks detailed in 11-5-2 apply to areas which are a) zoned for residential use, b) parcels which consist of one acre or less or c) for occupied dwellings. All of the parcels included in the NROD (Table 1) are: zoned A-1 Agricultural District  and the parcels are greater than one acre. 11-6 Miscellaneous  11-6-1 Fencing and Other Protective Measures Every natural resource extraction operation, regardless of whether same is permitted hereunder as matter of right or instead is permitted pursuant to issuance of a special use permit, shall be subject to the following requirements for fencing. At or near the point of intersection ofe each main access road and a public roadway, there shall be erecteda fence, or barricade, a minimum of four (4) feet in height and a minimum ofc one hundred (100) feet in length, in the center of which. shall be located a gate which can be opened during times when the operation is being conducted, and closed and secured at times when the operation is not being conducted. Each. such fence. shall be constructed to comply with VDOT regulations. Approval of the Planning DirectorZoning Administrator of  Project Number: 203402218    Sequential Response to Sections of Article 11- NROD  the materials to be used in the construction of such fencing, and the construction method thereof, shall be required; however, such approval shall not be unreasonably withheld. In addition, fencing necessary for protection and promotion of the health, safety and welfare  of the public may be required.  No public access will be permitted within the NROD. Use of the Main Access Road will be restricted to The Main Access Road willl be located to the south, as shown in the Plan documents. Details about access are provided in Article 11-10, Regulation of Traffic. The earthen berms which willl be constructed adjacent to the roadway will serve as al barricade on either side of the Main Access Road. Earthen berms Vulcan will gate the Main Access Road. The gate will be closed and locked when the site is not operational. Per NROD requirements, the fence will be a minimum of four (4) feeti in height and a minimum of one hundred (100) feet in length, in the center of which shall be located a gate which can be opened during times when the operation is being conducted, and closed and secured at times when the operation is not being conducted. The fence shall be constructed to comply with VDOT regulations, with  authorized haul trucks and other company and contractor vehicles and equipment,  will exceed the minimum height requirement of four feet.  required approvals from the Planning Director/Zoning.  11-6-2 Excavation  The. safety measures set forth in this section. shall be required whenever any excavation area, or open pit, meets the following criteria: is ten (10) feet or more in depth; or; has a slope from top to bottom of forty-five (45) degrees, or more; or, regardless of depth or slope, shall remain open for a period of twenty-four (24) hours or more; or, regardless of depth, slope, orduration, is within. seventy-five (75) feet of any public road; or, regardless ofdepth, slope, duration or proximity to roadway, is within two hundred (200) feet of the boundary line of any residential lot or subdivision. Whenever any excavation area, or open pit, meets any of the foregoing criteria, the operator shall: either construct a berm around: said area, the specitications fori which satisfy the Virginia Department of Mines, Minerals and Energy Division of Mineral Mining requirements; or, construct such fencing as is necessary to protect and) promote the health, safety and welfare of the public. Vulcan will continue to ensure compliance with' VDOE requirements, including its practice of constructing earthen berms around the perimeter of mining areas. In addition, Vulcan will conspicuously post warning signs around the outside of berms and active mining areas to inform trespassers and unauthorized persons of possible dangers within the NROD. All berms and erosion and sediment control measures are inspected quarterly, as a minimum, as part of an erosion and sediment control audits. Alls specifications will meet' VDOE requirements, as approved by the VDOE for the Existing Quarry Mining Plan  Amendment.  Project Number: 203402218  5    Sequential Response to Sections of Article 11- NROD  11-6-3 Water Accumulation  Whenever any natural resource extraction, protection results in an accumulation of water  which:  (a) is wenty-four (24). inches, or more, in depth; and (b) occupies an area of two hundred (200) square feet or more; and (c) shall satisfy each of the two foregoing criteria for a period of thirty (30) consecutive days, or more; and, is either located within seventy-five (75) feet of any public road, or instead is located within two hundred (200) feet oft the boundary line of property on which a residential dwelling is constructed, then the operator shall either construct a berm around said area, the specifications for which satisfy the Virginia Department of Mines, Minerals, and Energy requirements; or, construct such fencing as is necessary to protect and promote the health, safety and welfare of the  public.  Vulcan will comply with VDOE (formerly known as the Virginia Department of Mines, Minerals, and  Energy) requirements.  11-7 Roadside Landscaping and Screening  Within the area of the roadside setback (which. setback. shall be determined as set forth in Section 11-5 of this Ordinance), no trees or ground cover shall be removed or destroyed without the prior approval thereof by both the Planning Director/Zoning. Administrator and the Planning Commission. In addition, such additional screening as is necessary to protect and promote the health, safely and welfare oft the public, during the conduct of the operation, shall be required. The applicant may propose any type of screening (e.g., trees ors shrubs, fences, berms) which will be utilized to afford the needed protection, but the proposed. screening. shall be adequate and appropriate fort the intended, purpose.  As discussed in 11-5-1, Vulcan is proposing to continue its current practices and treatment for public road setbacks, including roadside landscaping and screening. Iti is noted that some disturbance of trees and/or ground cover willl be required during berm construction. This disturbance will be limited to only what is required and thel berms will be vegetated once constructed. Appropriate screening willl be utilized as  described ini the' VDOE permit.  Project Number: 203402218  6    Sequential Response to Sections of Article 11-1 NROD  11-8 Blasting Operations  Blasting operations shall be conducted only between the hours of 8:00a.m. and  5:00p.m., ands shall not be conducted on Sundays.  Vulcan's blasting will only be conducted between 8 a.m. and 5 p.m. and shall not be conducted on Sundays, unless otherwise required by MSHA safety requirements and upon notification to the County.  11-9Noise Restrictions  Vulcan has conducted. al baseline sound survey and iti is included as an attachment.  11-9-1 Definitions Definitions  (a), A-weighted sound level. The sound pressure. level in decibels as measured ona a sound level meter using the A-weighting network. The level sO read is designated dB[ AJ. (b). Ambient noise. The all-encompassing noise associated with a given environment, being usually a composite of sounds from many sources near andi far. Ambient noise levels are established by taking a series of observations on the adversely affected property. It is the sound level that is exceeded 90% of the time in this set of observations. (c) Decibel (dBI) J). A unit for measuring the volume ofs sound, equal to. 20 times the logarithm to the base 10 of the ratio of the pressure of the soundi measured to the reference pressure, which is 201 micropascals (20 micronewtons per square meter). (d) Impulsive sound. Sound of short duration usually less than one second, with an (e) Sound burst. Sound of short duration, usually from one second to several minutes. () Noise. Any sound which annoys or disturbs humans or which causes or tends to cause (g) Noise disturbance. Any sound which (1) endangers or injures the safety or health of humans or animals; or (2) annoys or disturbs a reasonable person of normal sensitivities;  abrupt onset andi rapid decay.  an adverse psychological orA physiological effect on humans, or (3) endangers or injures personal or real property.  Project Number: 203402218  7    Sequential Response to Sections of Article 11- NROD  (h) Real property boundary. Ani imaginary line along the ground surface andi its vertical extension, which separates the real property owned by one, person from that owned by another person, but not includingi intra-building real property divisions. () Sound. An oscillation in pressure, particle displacement, particle velocity or other physical parameter, in a medium with internal forces that cause compression and rarefaction of that medium. The description of sound may include any characteristics of () Sound level. The weighted. sound pressure level obtained by the use of a sound level meter andi frequency weighting network, such as A, B or C as specified in the American National Standards Institute specifications for sound level meters (ASA 47-1983, ora later revision thereof). If the frequency weighting employed is not indicated, the A- (K) Sound level meter. An instrument which includes a microphone, amplifier, RMS detector, integrator time average, output meter and any applicable weighting network The referenced baseline sound survey conforms with the definitions presented in Article 11-9-1.  such sound, including duration, intensity andi frequency.  weighting shall apply.  used to measure sound pressure levels.  11-9-2 Maximum Sound Pressure Levels  Between the hours of 7:00 a.m. and 11:00p.m., the maximum permissible sound pressure levels shall be eighty (80) dBIA) L16. Between the hours of 11:00 p.m. and 7:00 a.m., the maximum, permissible sound pressure level shall be seventy (70) dBIAJL16. In determining the sound level generated by a given operation, the point ofi measurement  shall be any point on the NROD boundary.  Vulcan has conducted an ambient sound survey to be utilized as a baseline. Maximum sound pressure levels are not expected to be an issue. Between thel hours of7 7:00 a.m. and 11:00 p.m., the maximum permissible sound pressure levels shall be eighty (80) dBIAJL16. Between the hours of 11:00 p.m. and 7:00 a. m., the maximum permissible sound pressure level shall bes seventy (70) dBIA] L8. In determining the sound level generated by a given operation, the point of measurement: shall be any point on the  NROD boundary.  11-9-3 Immediate Threats to Health and Welfare (a) Its shall constitute a violation hereof, punishable as provided for in Section 11-9-4, if impulsive sound levels exceed the number of repetitions, within any 24-hour, period,  indicated hereafter:  Project Number: 203402218  8    Sequential Response to Sections of Article 11- NROD  Impulsive Sound Levels Which. Pose An Immediate Threat to Health and Welfare (Measured at 501 Feet of15 Meters)  Sound Level Limit (dB[A])  Number ofl Repetitions per 24 hour Period  140 135 125  10 100  (b) Itshall constitute a violation hereof, punishable as provided in Section 11-9-4 hereof, if any sound burst is of a longer duration than as indicated below, to-wit:  Sound Level Limit (dBIA]  Maximum Permissible Duration Sseconds 10s seconds 30 seconds  140 135 125  (c) Exemptions: Noises created by any fire, rescue, police, ambulance or other emergency vehicles, or aircraft, -which would otherwise constitute a violation ofe either 11-9-3(a), or 11-9-3(b), or both, whether generated as safety signals, waming signals, or emergency Vulcan's top priority is the! health and safety ofi its workers and contractors working within the Skippers Quarry, its neighbors and the public. Vulcan follows the strict VDOE and MHSA regulations designed to bey protective of everyone's health and safety. Vulcan's operations will not result in sound levels that are immediate threats to health and welfare, as defined by 11-9-3 and evidenced in the study described in 11-  pressure valves, shall not constitute a violation ofs said sections.  9-2.  11-9-4Violdtions; Penalties; Other Remedies  (a), Any violation of Sections 11-9-1 through 11-9-3 shall constitute a class one (b) The operation, or conduct, or any activity which causes a violation of Sections 11-9-1 through 11-9-3, is hereby deemed to constitute. a public nuisance, and as such, may be subject to abatement summarily by a restraining order, or injunction, issued by the Circuit Court for Greensville County, or any other Court of competent, jurisdiction.  misdemeanor.    Project Number: 203402218  9    Sequential Response to Sections of Article 11- NROD  (c) Upon a conviction fora a criminal action brought on account ofa violation of Sections 11-9-1 through 11-9-3, or upon a finding for the County in any civil proceeding instituted by the County alleging a violation hereof, the Court may award to the County, and assess oft the defendant, all costs reasonably incurred by County in proving such violation, which costs may include, although are. not limited to, the following: reasonable rental payment for devices measuring sound pressure levels; reasonable compensation for an operator, oroperators, of all such devices; reasonable court costs and the legal fees incurred in prosecuting such actions; reasonable fees for expert witnesses in testifying in court for County; andi reasonable fees paid to. such experts for out-of-court preparation. Vulcan is committed to continuing to operate within all applicable regulatory guidelines.  11-10  Regulation of Traffic  11-10-1 Definition  Main Access Road: Any road which leads from scales, loading points or sales offices toa  point of connection with a public road. including scales, loading points and sales offices.  Existing Quarry access will continue on the east side of Quarry Road to serve the current operations No public access will be permitted within the NROD site. The proposed restricted-use Main Access Road will connect the Quarry Extension with the Existing Quarry via an Equipment Crossing located within the SR650 VDOT ROW, as indicated in the attached document. All access to the NROD site willl be restricted to authorized persons, and vehicles and equipment operated by' Vulcan or its contractors and/or vendors.  11-10-2 Impact  Inc conjunction with the Virginia Department of Transportation (VDOT), or acting alone, the County shall prepare an evaluation of the proposed impact of vehicular traffic which will be generated by the owner/applicants, proposed operation. Ifsuch evaluation indicates that such vehicular traffic would constitute a traffic hazard, or require an expenditure of public funds to improve or maintain either public roads, or other public facilities, then. such determination. may serve as a basis for denial by County of the application. However, nothing herein shall be construed as prohibiting the owner/applicant from proffering terms and conditions by which the hazard would be abated, or the expenditure of public funds avoided, andi in the event that such proffers by the owner/applicant fully remedy the indicated adverse impact, then the owner/applicant's application shall not be denied on the basis of such hazard or expenditure.  Project Number: 203402218  10    Sequential Response to Sections of Article 11-1 NROD  A Traffic Impact Analysis has been conduted and Safe Crossing Plan has been developed. Both have been discussed with' VDOT for SR650 (Quarry Road) and the proposed restricted-use Main Access Road. Ad copy of the Traffic Impact Analysis and Safe Crossing Plan document is attached to this submittal.  11-10-3 Purpose  Prior to approving any application or designation ofa an area as an NROD, the County shall make an evaluation of the vehicular traffic which will be generated. by the proposed operation. The purposes of such evaluation are fwofold: first, to determine whether the volume of additional vehicular traffic would be incompatible with the use and development of property affected. by such additional vehicular traffic, which use and development are. identified with reference tot the County Zoning Ordinance and the County Comprehensive Plan; second, to determine whether there is any other adverse impact resulting from the proposed vehicular traffic of such severe nature that the public health, safety and welfare would be. best served by disapproval of the application. The Traffic Impact Analysis did not identify concerns regarding: 1) additional traffic volume being incompatible with the proposed use and development of the Quarry Extension, or 2) any other adverse impact of as severe nature relative to the public health, safety and welfare. These findings are summarized The analysis shows no additional traffic on SR650 resulting from the development of the proposed NROD site because the Quarry Extension is proposed to help Vulcan continue to responsibly serve the existing market demand, not to increase the production capacity of the Existing Quarry. Therefore, there would be The analysis also included a crash history safety evaluation for SR650 within the vicinity of the Existing Quarry which found that the Existing Quarry does not contribute to crashes in the area. The proposed NROD would result in only minor traffic delays at the point where the restricted-use Main Access Road will connect the Quarry Extension with thel Existing Quarry via an Equipment Crossing located within the SR650' VDOT ROW. Additionally, the Traffic Study analysis found that the majority of current SR650 traffic is already related to the Existing Quarry. As such, the proposed NROD would have minimal impact on traffic unrelated to the Skippers Quarry operation (pass-through traffic). Traffic control measures that comply with VDOT regulations will be implemented to coordinate the safe passage of authorized vehicles and equipment at the crossing. A permanent traffic signal similar to emergency-vehicle traffic signal, with temporary crossing measures during start-up, are currently proposed for this project. These measures are outlined in a Safe Crossing Plan that has been developed for the anticipated traffic conditions and can bet found in the Traffic Impact Analysis. The final Safe Crossing Plan willl be developed and implemented following concurrence and approval from the VDOT  below.  no net increase in traffic traveling on SR650.  and GreensVile County.  Project Number: 203402218  11    Sequential Response to Sections of Article 11- NROD  11-10-4 Method of Determination  The PD/ZA 1 shall consider all information regarding vehicular traffic required to be supplied by the applicant (e.g., see Section 11-18-20 of this Ordinance), and the PD/ZA may require such additional. specific information regarding vehicular traffic as is necessary fora a proper evaluation to be made. Further, the PDIZA may utilize any other resource available, including, although not limited to, the Virginia Department of Transportation. Utilizing all information reasonably, required by the PD/ZA of the applicant, and utilizing such additional information and advice as the PDIZA elects to secure, the PD/ZA shall prepare a written report setting forth the impact as determined by The traffic information provided for SR650 has been obtained from VDOT Daily Traffic Volume Estimates, Including Vehicle Classification Estimates for Greensville County. Vulcan understands the Planning Director/Zoning Administrator (PD/ZA) can request additional information from' VDOT or other sources  the PD/ZA, and the basis for such determination.  and are prepared to collect additional data ifr required.  11-10-5 Adverse Impact Determination  Ift the PDIZA determines that the vehicular traffic creates such an adverse impact that the public health, safety and welfare would best be served by a denial of the application, and ifthe Planning Commission and Board of Supervisors concur. in such determination by the PD/ZA, then such determination may serve as the sole basis for denial of an application, or may instead. serve as one of several bases for such denial.  The Quarry Extension will not create adverse public impact. Vulcan concurs with the results of the Traffic Impact Analysis, the Safe Crossing Plan and proposed best management practices, and does not believe there is a case for disapproval of the application based on the findings oft the analysis.  11-10-6 Applicant's Right to Abate Impact  Ifa an adverse impact occasioned by vehicular traffic shall be used as the basis, or one of several bases, on which the PDIZA shall recommend disapproval of the application, then the applicant. shall be entitled to proffer terms and conditions on which such adverse impact would be abated. In the event that such proffer adequately abates the adverse impact, then said proffer terms shall be accepted and denial of the application shall not  be based upon the adverse impact of vehicular traffic.  Vulcan is committed to working with the PDIZA to satisfactorily resolve any identified issues or concerns  should they arise.  Project Number: 203402218  12    Sequential Response to Sections of Article 11- NROD  11-10-7 Reliability of Applicant's Information  Information required oft the applicant regarding vehicular traffic, days and times thereof, size and weight of vehicles, etc., shall be reasonably accurate. Although the applicant shall not be required to provide such information with numerical certainty, ifactual vehicular traffic is significantly different in quantity or qualily than that indicated by information provided by the applicant, and ifsuch difference would reasonably have served as a basis fora ai finding of denial, then the permit may be re-examined and the applicant may be required to remedy the adverse impact, or forfeit its permit.  The Traffic Impact Analysis and Safe Crossing Plan were based on information and data collected by Stantec, data from Existing Quarry operational records, and from' VDOT published traffic data. The data  sources are considered the best available information for the proposed project. 11-10-8 Redsondbleness of Evaluation  The evaluation made by the PDIZA, Planning Commission and Board of. Supervisors shall be reasonable in light of all facts and circumstances, and shall not be arbitrary or capricious. The traffic analysis and Safe Crossing Plan were based on information and data collected by Stantec, data from Existing Quarry operational records, and from' VDOT published traffic data. The data sources are considered the best available information for the proposed project. Vulcan believes that the information presented herein will enable the PD/ZA, Planning Commission and Board of Supervisors to conduct a reasonable and informed evaluation of this NROD Permit application.  11-11  Dust Control  Each main access. road shall be surface-treated with concrete or asphalt for a distance of two hundred (200) feet from the point of its connection with a public road. Elsewhere within the NROD area, alll roads, whether they be secondary access roads or interior surface. roads, shall be. surface-treated in a manner which wille eliminate, or reduce to a de minimus level, dust generated. thereon. The surface treatment utilized fors secondary access roads andi interior. service roads may be the watering thereof or may be any other  lawful ande effective. mans means) of treatment.  The proposed conditions for the Main Access Road and Equipment Crossing meet or exceed thei intent of the NROD. Based on proven industry best practices, and in consideration of the specific non-public  S  Project Number: 203402218  13    Sequential Response to Sections of Article 11-NROD  restricted use, the Main Access Road is engineered with a minimum of seventy-five feet of concrete pavement (concrete apron) from the connection point at SR650. An additional seventy-five feet of clean stone roadway willf follow the concrete pavement. Additional dust and sediment control best management practices will be implemented to ensure an equivalent degree of protection, including maintaining an on- Allr roads on the NROD site willl be surface treated to minimize fugitive dust. Surface treatments may include application of water, water with dust suppression agents or rock. Specific details on Equipment Crossing and access points are alsoi included in the' VDOE Mine Permit Amendment application. Please note that' VDOE andi MSHA have specific regulations and requirements for dust control.  site street sweeper truck and water truck.  11-12  Transportation of Excavafed/Extracted Materials  Alle excavated or extracted material which is being transported away from the NROD: shall be loaded and covered in a manner which insures that same cannot unintentionally be discharged from the vehicle. A facility suitable for washing vehicles shall be located no further than two hundred (200) feet from the point ofi intersection ofa a Main Access Road and a public road.. All vehicles used to transport excavated, or extracted, materials shall be cleaned of all material not properly secured in the load-bed, prior to. such vehicle The proposed conditions for the Main Access Road and Equipment Crossing and cleanliness  entering upon any public road. meet or exceed the intent of NROD.  11-13  Safe Operation  All operations conducted within, or as a supporting activity for, the NROD, shall be conducted in a safe manner calculated. to avoid any threat or hazard toj persons or property. In determining whether a proposed operation adversely impacts, or is likely to adversely impact, any public. road, Vulcan's top priority is the health and safety of its workers and contractors working within all Skippers Quarry Operation areas (Existing and Extension), its neighbors and the public. Vulcan follows the strict VDOE and MHSA regulations designed to be protective of everyone's health and safety.  the Virginia Department of Transportation may be consulted.  Project Number: 203402218  14    Sequential Response to Sections of Article 11-NROD  11-14  Plan, Report and Approval Required  11-14-1 Approval Required  Prior to commencing any natural resource extraction within an NROD, the ownerloperator shall first obtain written approval therefore from the Greensville County Board of Supervisors, which approval shall not be afforded until all requirements of county law are. satisfied.  Vulcan will comply with 11-14-1.  11-14-2  Submission Requirements  Ins support of its application for such approval, the applicantloperator shall submit the following: a properly completed approval application, which application shall be provided by the Planning Director/Zoning. Administrator (hereafter "PD/ZA"); a detailed plan of the proposed. site development and extraction operation; a plat of the proposed NROD area, including a metes and bounds description of the boundaries thereof, prepared by either a licensed engineer ora a certified land surveyor, or otherwise, preparedi in a manner acceptable to the PD/ZA; a report describingin detail the proposed use; proof ofconditional approval by the Virginia Department of Mines, Minerals and Energy of the application submitted to it; and the other data and documentation required by the following sections of this Article. In addition, the PDIZA. shall have the right to request any additional documentation or information necessary. in order for there. to be a determination that the proposed operation willl not constitute at threat or hazard to the health, safety and welfare of the public, and that the proposed operation fully complies with this Article. Vulcan understands that construction of the Quarry Extension will not commence until all applicable permits and authorizations including the zoning map amendment to NROD and State Mining Permit  amendment are obtained.  Vulcan is preparing thei following in support of this application;  Completed Zoning Map Amendment application, as provided by the PZ/DA. Detailed plan of the proposed site development and extraction operation to bei included in the VDOE Minin permit amendment. A copy of the current active permit is attached.  Asurvey of each of the parcels included in the NROD.  Vulcan is preparing the application to amend its active Mining Permit to build and operate the Quarry Extension and will provide proof approval by the VDOE to the Planning DirectorlZoning Administrator  following its receipt by Vulcan.  Project Number: 203402218  15    Sequential Response to Sections of Article 11- NROD  An Executive Summary of the Zoning Map Amendment application and Section items in the Article 11  Natural Resource Overlay District is attached.  11-14-3 Approval by Ordinance  Adoption by the County of an ordinance designating an area as a NROD shall constitute approval of the application. Unless the ordinance of adoption sets forth a date for the automatic expiration thereof, the applicant shall be entitled to conduct its operation. thereafter for so long as its permit from the Virginia DMME remains in full force and effect. Upon revocation or termination oft the applicant's Virginia DMME permit, its approval to conduct such operation. in the County shall Alls special use permits issued as a part of any application, process shall include a termination date; however, such termination date may be defined as the date of termination or revocation of the Virginia DMME permit, as opposed to a date certain (but may be a date certain). All approval issued for such operation shall expire, and thereafter be nulla and void, upon whichever of the following dates first occurs. the date of termination as providedi fori in Title 45.1 of the Code of Virginia; the termination date provided for under regulations oft the Department of Mines, Minerals and Energy; the termination date provided for ini the approval itself. With the submittal of the Zoning Map Amendment and supporting documentation, Vulcan requests that review of these documents commence and that consideration of the NROD designation can be scheduled included as an agenda item for public hearing and vote on the soonest Planning Commission meeting and the Board of Supervisors meeting. When' Vulcan receives approval of the VDOE Mining Permit amendment, such documentation will be submitted to the Planning Director. The VDOE Mining Permit must be renewed annually on the permit issuance anniversary date. When received, Vulcan will submit copies of the' VDOE annual approval letter and Mine Permit Map to Greensville County Planning.  likewise automatically terminate.  11-15  Procedure  The completed application, plan and report shall be submitted for review by the PD/ZA, who shall distribute copies thereof to all persons involved in the review and approval process. The PD/ZA shall prepare a report setting forth comments and recommendations. from all persons involved in the review and approval process, which report shall be provided to members of the Planning Commission. Once the Planning Commission has forwarded. its recommendation to the Greensville County Board of Supervisors, the application. shall then be heard as provided for in Six copies of the Zoning Map Amendment, supporting documentation and Executive Summary will be  the Zoning Ordinance for GreensVille County.  submitted for review and distribution.  Project Number: 203402218  16    Sequential Response to Sections of Article 11- NROD  11-16  Specific Requirements  Every application, plan of operation and development, survey plan and proposed use report shall include the documentation identified below. However, because the requirements fori multiple copies are intended to facilitate the review and approval process, and are not intended to be the review and approval process, and are not intended to be onerous or burdensome to the owner/applicant, the number of copies required may be reduced at the discretion oft the PDIZA. In the event that the PD/ZA determines that the review and approval process will not be hampered by reducing the number of copies required of the ownerlapplicant from those set forth below, then the PDIZA may require such lesser number of copies as deemed appropriate. In the event that the PDIZA does not require a lesser number of copies, such determination shall not operate to bar the PDIZA from thereafter. requiring the owner/applicant to provide additional copies, up to the maximum. required herein, and the right to impose such subsequent requirement  for additional copies as hereby expressly reserved to the PD/ZA.  Vulcan will comply with 11-16.  11-17  Plat (i.e., Survey)  Six (6) copies of a plat prepared by a licensed engineer or certified land surveyor; however, the PDIZA may elect to accept a plat from any other person for so long as the PDIZA determines that the plat sO prepared. is adequate to serve the purposes required hereunder, andi further, the PD/ZA shall have no duly to accept the plat prepared by anyone other than a licensed engineer or certified land surveyor. Each plat shall show all boundary lines of the tract, described by metes and bounds. In addition, every such plat shall show the location of ally water courses (e.g., streams), ponds or other impounded. bodies of water, wetland areas, floodways, floodplain areas, ingress and egress easements, utility easements, public roads and any other public rights-of-way. Every such plat shall show all land proposed to be included in the NROD and the following information. regarding all adjacent properties: (i) property owner, (i) zoning, and, (ii) use. Six (6) copies of the detailed survey plat of the parcels contained in the NROD including a metes and bounds description is attached. Only the external boundary oft the NROD will require a detailed description. Boundaries internal to thel NROD will be shown as approximate or with dashed lines. Other plat information including streams, ponds, wetlands, floodplain areas and utilitye easements will utilize the best information available. Data layers such as parcel boundaries, flood plain boundaries and soils from the Greensville County Geographic Information System (GIS) office will be utilized where applicable. Wetlands presented on maps will be composites of actual wetland boundaries surveyed for the U. S. Army Corps of Engineers Jurisdictional Wetland Delineation of wetlands in the vicinity of the parcels in  (Amended November, 2001)    Project Number: 203402218  17    Sequential Response to Sections of Article 11- NROD  the NROD and National Wetland Inventory (NWI) and stream locations from the Greensville County GIS  database layers. 11-18 Operation  Topographic Map and Plan of Development and  11-18-1 Topographic Map  Six (6) copies ofal topographic map oft the entire area, proposed fore extraction, and including the natural condition thereof prior to the commencement of any extraction operation. Once. the extraction operation is concluded: and the restoration phase completed, six (6) copies of another topographic map shall be submitted, showing the entirety of the area where the extraction operation was conducted, and showing the condition thereof after restoration. Six copies of at topographic map which includes the mine permit boundary, the entire area proposed for  extraction, and existing natural and cultural features are attached.  11-18-2 Plan of Development and Operation  Six (6) copies of the plan of development and operation of the natural resource areas (s) ) prepared by a licensed engineer or certified land surveyor, or otherwise prepared in a manner: acceptable to the PD/ZA to be appropriate for the purposes intended. After approval and commencement oft the operation, the applicant shall submit a copy ofe each document thereafter provided by it to the Virginia DMME-DMM, whether submitted in compliance with a statutory requirement, in compliance with a regulation adopted by the Virginia DMME-DMM, in response to a specific request from the Virginia DMMEDMM, or submitted. for any other reason. The plan of development shall include, allhough not  necessarily exclusively, the following: (a) Area ofa any currently active excavation. (b) Area ofa any previous excavation.  (c) Area of proposed excavation. for which the permit is sought. (d) Area of any ponds and washing facilities (e) Area ofa any treatment orA processing facilities () Area of any storage of extracted material (g) Area of any proposed storage of extracted material. (h) Areas of any production facilities or resource related uses. (i) Location and type of any erosion control facilities existing or proposed.  Project Number: 203402218  18    Sequential Response to Sections of Article 11-NROD  () A reclamation, plan for the site(s), which reclamation plan. shall include the following designations:  Area proposed to be restored. . Area of any current restoration now in progress. ii. Area of any previous restoration. iv. Area used fort topsoil and overburden storage.  V. Proposed depth of topsoil and location of any earthen berm, dikes, and any planting restoration, including the specific type(s) of plant material as proposed for reclamation. vi. Any roadways and driveways which are not to be altered or eliminated during restoration, vii. The direction ofa all drainage flow, after restoration, as indicated by arrows. The purpose of the resloralon/reclamaton plan is to provide assurance that through an orderly succession of reclamation steps the area of extraction will be restored to productive use, and that the activity willl have minimal adverse impact upon the environment, both during the operation and thereafter. For that purpose, the reclamation plan should assure that after restoration the area of operation has been restored to a condition which. is compatible with existing uses of surrounding The permit application submitted to the VDOE for al Mine Permit. Amendment requires the applicant to describe in detail how the mine willl be developed, operations will be conducted and how the land will be reclaimed following mining. Requirements for the application fora a' VDOE Mining permit application including the operations plan, reclamation plan and permit map are specified in the Mineral Mine Reclamation Laws of Virginia and in the Virginia Reclamation Regulations for Mineral Mining. Once a Mine Permit Amendment is approved by VDOE the operator must renew the permit annually on its permit anniversary date. Al key component of the initial mine permit application and subsequent annual mine permit renewal applications is the mine permit map. The permit map includes a standardized VDOE Permit Map Legend which summarizes the number of acres covered by the permit, the number of acres disturbed including access roads, the number of additional acres to be disturbed during the next twelve months, water and drainage patterns and other specific information. The categories listed in the map legend are assigned standard line colors and hatching which are utilized to show the representative areas and features on the map. Six (6) copies of the Mine Permit Amendment will be provided for the NROD  and the surface material of each.  land.  review. 11-19 Report  Per 11-19, the ownerlapplicant shall submit six (6) copies of a report which describes the proposed use  and includes thet following:  0  Project Number: 203402218  19    Sequential Response to Sections of Article 11-NROD  11-19-1 Schedule of Operation  The proposed days of the week, weeks of the month, and months oft the year during which the activity is scheduled. to occur, and further, the proposed hours of operation during each ofs such When the Skippers Quarry is in operation, the core hours are Monday-Friday 7AM-5PM and Saturday  days; 7AM-2PM.  11-19-2Traffic  An estimate of the number of portage trucks (ie., trucks used to haul extracted material away from the site of the operation) proposed to enter ore exit the property each day between the hours of midnight and 8:00 a.m., and between the hours of 8:00a.m. and 6:00p.m., and between the According to the Traffic Impact Study, up to 73 percent ofi the traffic on SR650 is comprised of Existing Quarry-related vehicles during operating hours. The Quarry Extension will not generate additional over- the-road aggregates shipments on SR650. Equipment transporting extracted material fromi the Quarry Extension to the Existing Quarry will typically operate Monday-Saturday 7 a.m. to 51 p.m. According to the Traffic Impact Study, the peak Equipment Crossing volume is expected tol be a  hours of 6:00p.m. and midnight;  maximum of 500 daily crossings.  11-19-3 Equipment to be Used  A list describing the equipment to be used in connection with the proposed operation, to the best knowledge of the owner/applicant at that time; further; the ownerlapplicant shall submit a copy of the bids specifications, the purpose of which shall be to provide the best possible itemized list of The following equipment information is based on the current proposed amendments to the Existing  such equipment;  Quarry mine plan. Equipment will include:  100-ton capacity and 33-yd capacity off-road haul trucks  Wheel loader(s) Excavator(s) Bulldozer(s) Hydraulic drill(s) Rock hammer(s) Skid steer(s) Motor grader(s) Water truck Sweeper truck  Project Number: 203402218  20    Sequential Response to Sections of Article 11-NROD  Vulcan will also utilize several diesel-powered water pumps (6 inch to 12i inch) to pump water from the mining pit. The number of these dewatering pumps in service will vary depending on weather, rainfall and  mine site activities.  11-19-4 Date of Completion  The proposed date of completion, 1.e., the proposed date by which the extraction operation will  be concluded; and  The Quarry Extension is anticipated to operate for more than 20 years.  11-19-5 Soils Analysis  An analysis oft the property shall be performed which concludes with a written. report setting forth the effects, ifany, of the proposed operation upon any water table, wells, septic fields, and other hydrologic assessment which may have an impact upon an adjacent property. Such report shall be performed by a person with expertise to perform such assessment which. shall be documented  within the report. (Amended: November, 2001)  TOPOGRAPHY, AND GEOLOGY  The Cultural Resources Desktop Study prepared for this project contains descriptions of topography and geology in thel NROD area. As stated in the report, the NROD is located in the far western portion of the Coastal Plain Physiographic Province, just east oft the falll line. The Coastal Plain province is generally characterized byl lowlands, with some elevated areas present, which are deeply dissected by drainages that trend mostly to the southeast towards the Atlantic Ocean (Teifke 1973). In general, this region is dominated by broad, minimally sloping landforms with overall flat topography. Historically, the land encompassing the Study Area appears to have been used for agricultural purposes, but soil depletion and the presence of hydric soils likely resulted in the transition to timber harvesting. Elevation within the Study  Area ranges from approximately 107 to 1741 feet above mean sea level (ams!).  SOILS  The soils within the Study Area are poorly drained to moderately well and well drained and range from 0 to 15 percent slope. Several different types are present, butt the dominant soils are Woodington fine sandy loam and Slagle fine sandy loam. The map below shows the soil types encountered. The' VDOE  Mine Permit application includes a detailed section on Groundwater.  Project Number: 203402218  21    Sequential Response to Sections of Article 11-NROD  Map. Unit Symbor 17B: GNEhEA 17C! aann  Description; - pps pes x: 9: 15perns Sopes  12B: Ena Marye EMMAIGOPTAIS Slopes 20B: Henas gravelys oes andy, gan 167pHhts SpE Mattaponi sandy! loam, 2to6p percent slopes 31A: Roanoke loam, Oto2percents slopes, frequenty fooded: 33A! Slagle fnes sandyk loam, Oto3peroent slopes 40A: Woodingtonf fines sandy! loam, Oto2peroents slopes: 10B3: Cravenc day! loam, 2to6percents slopes, severely eroded: 10C3 Craven dayk loam, 6to1 12percents slopes. severely erodedi  W: Water:  25B  40A 33A  TOB3!  17C 12B $33AS  17C  25B 33A  10C3  17CI  12B:  31A  (40A 17C  20B 40A 33Au  28  HYDROLOGY AND HYDROGEOLOGY  An Evaluation of Baseline Hydrologic Conditions and Groundwater Protection Plan dated July 1, 2024 has been prepared by GZA to support the proposed Quarry Extension. The report describes the hydrology and hydrogeology of the area, with discussion of potential impacts to adjoining properties. The study concludes that that the Proposed Quarry willl have an insignificant impact on the groundwater table  and, thus, on water supply wells, and no impact on nearby streams or wetlands.  0  Project Number: 203402218  22    Sequential Response to Sections of Article 11- NROD  11-20  General Requirements  11-20-1 Timeframe for Action on Application  Not sooner than sixty (60) days from the date of submission ofa an application, nor more than one hundred twenty (120) days from such date of submission, the application shall be approved or denied. However, no time period shall commence running until the submitted application fully  complies with the requirements of this Article.  Vulcan understands that the application will take between 60 and 120 days for review once the  submission is deemed complete.  11-20-2 Surety and Other Documentation  The applicant shall. submit proof of ability to post a reclamation bond, in compliance with Chapter 16, Title 45.1, Code of Virginia. Penally of such surety bond shall be the maximum rate per acre provided fori in Virginia Code Section 45.1-183. Each surety bond shall be executed in compliance with the provisions of Virginia Code Section 45.1-183. (Amended November, 2001) The applicant shall provide copies of alll federal and state permits, evidence of all necessary federal and state approval of plans, and evidence ofproper bonding agreements, required in Ina addition to the topographic. surveys required under this Article, the applicant may be required to submit aerial photographs oft the proposed operation site. If required, such aerial photographs shall be enlarged to a scale of one (1) inch equals four hundred (400). feet, enlargedi from a scale no smaller than one (1) inch equals one thousand two hundred (1,200) feet. Aerial photographs shall be certified as taken no more than twenty-four (24) months prior to the date of submission thereof, or, in the event of significant change in the natural land conditions within the preceding twenty-four (24) months, then the requisite aerial photographs may be, required to be taken after the date of such change. However, the PD/ZA may waive the requirement that aerial photographs must be certified as taken no. more than twenty-four (24) months prior to the date of submission. The areal for which aerial photographs may be required may include the following: (a) all land proposed to be included within the NROD; (b) all contiguous land which is, or has been used by the applicant fort the same, ora related, use; (c) the location of public roads which provide access to the proposed. site; (d) all property located within five hundred (500) feet of the proposed district; and (e) any area designated for use in implementing the reclamation plan. Vulcan has been required to post surety bonds and reclamation bonds during the life of the Existing Quarry and will continue to do sO. Vulcan will provide evidence of approval of all federal and state plans and permits prior to any activities being conducted. An aerial photograph taken within the last 241 months of the Existing Quarry including the proposed Quarry Extension will be provided to GreensVille County  order fort the proposed activity to be conducted.  Planning Department. 0  Project Number: 203402218  23    Sequential Response to Sections of Article 11- NROD  11-21  Exceptions to Regulations  Exceptions to the setbacks established in this article may be granted by issuance ofa a variance in compliance with the Greensville County Zoning Ordinance. (Amended November, 2001) 1. Refer to 11-11 (Dust Control) for exception regarding NROD Main Access Road design at the SR650 (Quarry Road)i intersection. Vulcan proposes an alternate engineered pavement design. 2. Refer to 11-12 (Transportation of Excavated/Extracted Materials) for exception NROD Main Access Road wheel wash and tarping. Vulcan proposes operational best practices that are 3. Refers to 11-14-2 (Submission Requirements) Vulcan understands that construction of the Quarry Extension will not commence until all applicable permits and authorizations including the State Mining Permit amendment are obtained. Considering the NROD is an extension to the Existing Quarry that is operating under an active State Mining Permit, Vulcan proposes that the NROD be conditionally approved providing that Vulcan provides the Planning DirectorlZoning Administrator with proof OfVDOE approval to add the Quarry Extension to the active State Mining  Vulcan is requesting (3) two exceptions at this time:  designed based on the specific and limited use of this feature.  Permit.  Project Number: 203402218  24    FIR sos TIMGER, LLC STEVART TITLE GUARANTY COHPANY BRADLEY ARANT OULT CUMHINGS, LLP STEXT  SEITICFE  vodin  EAK  OE Kcs ACKES O aR Kkcs  24397 ACRES  A 7    DESCRIPTION LEGALI  SCHEDULEB- SECTIONI I, EXCEPTIONS  -SITE  AA  USCAF NOTES  P  30.510AC. AACDLEE UAS REIS NESS  ME  ALTW/ACSM CERTIFICATION  HN  CBE  IM QUARRY (STATE ROUTE Na.650) ROAD  HARVEYL PARKS,INC  ALTA/ACSML AND: TITLESURVEY NEAR THEINTERSRTIOYO  IRPE     A  Le  9 AC.  1.235AC.  A  s A33  &  ABp  HARVEYL. PARKS, INC. HNERED 748-8541 0615  FLATSHOWINGAS  INCOF  LOT9, OF THE PROPERTY BELONGINGI TOTHE. AE TTA HERS OFA MANIE. & BESSIE! PAIR & VULCANLANDS, INC. HEHICKSFORDI aspererauvacwwn: VIRGINZA.    SPECIAL POWER OF ATTORNEY  KNOW ALL MEN BY THESE PRESENTS:  I,Arlene F. Williams, owner of 1582 Quarry Road, Skippers, Virginia 23879, grant JACK. R. WILSON, II Special Power of Attorney to act as my agent in connection hereby an application with Greensville County for a National Resource Overlay District designation with on  my property.  WITNESS the following signature and seal this St day ofa 2024.  degw  COMMONWEALTH OF VIRGINIA, COUNTY OF CHESTERFIELD, to-wit:  The foregoing instrument was acknowledged before me this  2024, by  ARLENE F.  Sayo  WILLIAMS.  d  Notary  BanksClan  My commission expires: June 30,3025  [AFFIX NOTARIAL SEALI  Brandy" T. Clary NotaryPublic Commonwealth of Virginia Registration #109437    SPECIAL POWER OF ATTORNEY  KNOW ALL MEN BY THESE PRESENTS:  1,V Vulcan Lands Inc., owner ofTax Map No.s 7357-29-0239 and 7358-12-3304, hereby grant JACKE R. WILSON, III Special Power of Attorney to act as my agent in connection with an application with Greensville County fora Natural Resource Overlay District designation on  my property.  WITNESS the following signature and seal this day ofJune, 2024.  264 25m (SEAL) BY:Linlset sine Title: Pasident  COMMONWEALTH OF VIRGINIA, Aalosma  COUNTY OF CHESTERFIELD, to-wit: SScflessen Couss  The foregoing instrument was acknowledged before me this s25 day ofJune, 2024, by Lndsayyl Smor (name), esicek (title)ofVulcan Lands Inc.  JAMIE RI NELSON NOTARY PUBLIC ALABAMA STATE AT LARGE COMM, EXP. 03/19/27  Omihie  My commission expires: [AFFIX NOTARIAL: SEALI    SPECIAL POWER OF ATTORNEY  KNOW ALL MEN BY THESE PRESENTS:  I,SOS Timber, LLC, owner ofTax Map No.s 7358-00-2862, 7358-11-5284, 7358-11- 8768, 7358-11-9941, and 7358-21-3256, hereby grant JACK R. WILSON, III Special Power of Attorey to act as my agent inc connection with an application with Greensville County fora  Natural Resource Overlay District designation on my property.  WITNESS the following signature and seal this26 day of] June, 2024.  Ps aS BY: Licdsey L.Sinv Title: Mone &  (SEAL)  COMMONWEALTH OF VIRGINIA, Appayna  COUNTY OF CHESTERFIELD, to-wit: SaerDa Cocwo  The foregoing instrument was acknowledged before me this 25day ofJune, 2024, by Lindsnyt Ser (name), Manargex (title)ofsOS Timber, LLC.  Lhehas  JAMIE RI NELSON NOTARY PUBLIC ALABAMA! STATE ATI LARGE COMM. EXP.03/19/27  My commission expires: 1 ms IAFFIX NOTARIALSEAL/    ATTACHMENTG  GREENSVILLE COUNTY BOARD OF SUPERVISORS RESOLUTION 25-34 ADOPTING ORDINANCE TO INCORPORATE ADDITIONAL PROPERTIES OF  AMENDMENT OF BOUNDARIES OF NATURAL RESOURCE OVERLAY DISTRICT  VULCAN MATERIALS COMPANY  WHEREAS, Vulcan Materials Company ("Vulcan") has requested conditional approval of a Natural Resource Overlay District ("NROD") designation for properties identified as Greensville County Tax Map Parcels: 43-12; 43-12A; 43-27; 43-27A; 43-28; 43-29; 43-5-9; 44- 12, which designation would allow Vulcan to conduct mining operations on property adjacent to property on which Vulcan currently conducts its Skippers Quarry surface mining operation; and WHEREAS, as conditions of approval, Vulcan must present to the Greensville County Planning Department a proof of Virginia Department of Energy's ("VDOE") approval of Vulcan's permit to operate its Skippers Quarry, proof of its ability to post a reclamation bond approved by VDOE, and proof of approval from Virginia Department of Transportation  ("VDOT") ofp proposed highway improvements;  IT IS HEREBY RESOLVED by the Greensville County Board of Supervisors that the County's NROD boundaries at the Skippers Quarry are. hereby conditionally expanded to include the following Greensville County Tax Map Parcels: 43-12; 43-12A; 43-27; 43-27A; 43-28; 43-  29; 43-5-9; 44-12; and  IT IS HEREBY FURTHER RESOLVED that the following conditions must be 1. Vulcan has provided proof of VDOE's approval of Vulcan's permit to operate its 2. Vulcan has provided proofofi its ability to post a reclamation bond approved by VDOE. 3. Vulcan hasiprovided proofofapproval from VDOT ofproposed highway improvements.  satisfied in order for this NROD designation to be effective:  Skippers Quarry.  ADOPTED this 7th day of October, 2024.  SUPERVISORS: James Brown Belinda Astrop William Cain Tony Conwell  YEA  NAY  ABSENT  ABSTAIN    The undersigned hereby certifies that the foregoing is an accurate account of the vote taken at a duly noticed, called, and convened meeting of the Greensville County Board of Supervisors held on October 7, 2024, at which a quorum was present at the time the meeting was convened and at  the time said vote was taken.  Dr. Charlette T. Woolridge, Clerk    ATTACHMENT H  Virginia Department ofTransportation (VDOT) Greensville County Maintenance Update  October 2024  Completed Work for September  Contractors have completed the second round of contract row mowing. Crews addressed 13 customer service work orders and 55 scheduled work orders. Crews addressed sight distance issues at multiple intersections. Crews performed ditching operations on. Brickyard Road.  Crews performed pothole repairs on several routes throughout the County. Crews performed shoulder-pulling operations on several routes inj preparation for  2025 paving.  Crews performed the second round of state force mowing.  Scheduled Work for October  Area Headquarters crews will continue to address shoulder and ditch operations on Area Headquarters will be prepping snow equipment for our annual inspections for Area Headquarters will continue to address customer service work orders as they are VDOT continues to address several concerns brought to us by the Greensville  thej proposed pavement routes for 2025.  the snow season. received.  County Board of Supervisors.    ATTACHMENTI  GREENSVILLE COUNTY BOARD OF SUPERVISORS  RESOLUTION 25-35  APPROVAL OF WORK ORDER 11 BETWEEN BERKLEY GROUP, LLC AND  GREENSVILLE COUNTY, VIRGINIA FOR' THIRD-PARTYLAND USE REVIEW SUPPORT  WHEREAS, on August 5, 2024, the Greensville County Board of Supervisors approved a Non-Professional Services Contact between the Berkley Group LLC. and the County of  Greensville, Virginia; and  WHEREAS, Section 1(A) of the Non-Professional Contract between the Berkley Group LLC and the County of Greensville states that the Berkley Group will provide services to Greensville County once issued individual work orders for each task assigned constituting the  Scope of Services as set forth in the Non-Professional Services Contract:  IT IS HEREBY RESOLVED by the Greensville County Board of Supervisors that Work Order 1: Third-Party Land Use Review Support between Greensville County and Berkley Group, LLC is approved in the form this day presented, or as hereafter revised with approval from the County Administrator and County Attorney, and that the County Administrator is  authorized to execute said Agreement on behalf ofthe County.  ADOPTED this 7th day of October, 2024.  SUPERVISORS: James Brown Belinda Astrop William Cain Tony Conwell  YEA  NAY  ABSENT  ABSTAIN  The undersigned hereby certifies that the foregoing is an accurate account of the vote taken at a duly convened meeting of the Greensville County Board of Supervisors on October 7, 2024, at which a quorum was present at the time the meeting was convened and at the time said vote was  taken.  Dr. Charlette T. Woolridge, Clerk    BERKLEY GROUP  September: 19,2024 Greensville County Dr. Charlette T. Woolridge, County Administrator 1781 Greensville County Circle Emporia, Virginia 23847  RE: Work Orderl:Third-Party Land Usel Review Support  Dear Dr. Woolridge:  We are pleased to present the associated scope and fee to provide Third-Party Land Use Review Supportservices to Greensville County. Wel look forward tot this opportunity to workwith the County. Ifyouh have any questions or need additional information, please feel free to contact me: ata any time.  Sincerely,  Andrew D. Williams fgA Chief Executive Officer  Ihave reviewed the scope: and fee fort the associated work order and Ihereby give the consultant  notice toj proceed for the work described herein.  Dr. Charlette' T. Woolridge, County Administrator  Date  1    I. SCOPE OF WORK  Berkley Group will provide third-party land use review support services to Greensville County, principally for the review ofl land use applications for data centers, utility-scale solar facilities, and similar uses. Specific tasks performed under this Work Order are anticipated to include providing technical land use review and analysis of applications, development of staff reports and recommended conditions, the presentation of reports, recommendations, and related information at County Planning Commission and Board of Supervisors' meetings, and other projectr related support. These services will be provided to Greensville County beginning immediately upon execution of this Work Order, for a minimum of one year commensurate with the terms oft the Master Agreement. The cost of providing services will be based on the hourly rates of the personnel working on the projects. The following rates shall apply until or unless otherwise amended by another work order. Payment willl bei made to Berkley Group and invoiced monthly. For any on-site services, lodging will be reimbursed at direct cost and mileage will be reimbursed at the active IRS rate. Rates will be reviewed: and updated annually. As requested, once a specifica application is provided, Berkley Group will provide the County with an estimate for the cost oft thei review before proceeding with requested tasks as assigned. Berkley Group will not expend any time or resources billable to the County unless  II. TERM OF: SERVICE  III. FEE  and until directed to do so by the County.  Hourly Rates Owner/Principal Director Senior Planner Planner  $300 $220 $190 $175 $125  Berkley Group Principal Planner  2    ATTACHMENTI  TITLE VI PLAN AND PROCEDURES TITLE VI OF THE CIVIL RIGHTS ACT OF 1964  GREENSVILLE COUNTY  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  GETE  GREENSVILLE EMPORIA TRANSIT  Adopted: October 7, 2024    TABLE OF CONTENTS II Introduction II.C Overview of Services  PAGE 2 3 4 5 6 8  II. Policy Statement and Authorities IV. Nondiscrimination Assurances to DRPT V. Plan Approval Document.  VI. Organization and Title VI Program Responsibilities  VII. Procedures for Notifying the Public of Title VI Rights and How to File a Complaint 11 VII. Language Assistance Plan for Persons with Limited English Proficiency (LEP) 18  IX. Requirements of Transit Providers  25  APPENDICES  A. Title VI Notice to the Public; List of Locations  29 30 32 33 34 35 37  B. Title VI Complaint Form  C.Ir Investigations, Lawsuits and Complaints Form  D.S Summary of Outreach Efforts  E.T Table - Minority Representation on Committees by Race  F.F Route Map & Bust Stop Schedule G.N Notice to the Public  GETA GREENSVILLEE EMPORIA TRANSIT  Page 1    I.  INTRODUCTION  Title VI of the Civil Rights Act of 1964 prohibits discrimination on the basis of race, color, or national origin in programs and activities receiving Federal financial assistance. Specifically, Title VI provides that "no person in the United States shall, on the ground of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or The Civil Rights Restoration Act of 1987 clarified the intent of Title VI to include all programs and activities of Federal-aid recipients, sub-recipients, and contractors whether those programs and Recently, the Federal Transit Administration (FTA) has placed renewed emphasis on Title VI issues, Recipients of public transportation funding from FTA and the Virginia Department of Rail and Public Transportation (DRPT) are required to develop policies, programs, and practices that ensure that federal and state transit dollars are used in a manner that is nondiscriminatory as required under Title This document details how Greensville County Department of Public Transportation incorporates nondiscrimination policies and practices in providing services to the public. Greensville County Department of Public Transportation's Title VI policies and procedures are documented in this plan and its appendices and attachments. This plan will be updated periodically (at least every three years) to  activity receiving Federal financial assistance." (42 U.S.C. Section 2000d).  activities are federally funded or not.  including providing meaningful access to persons with Limited English Proficiency.  VI.  incorporate changes and additional responsibilities that arise.  GETA GRIENSVILEEMPORIA TRANSIT  Page 2    II. OVERVIEW OF SERVICES  MISSION STATEMENT  Providing safe, reliable, affordable public transportation serving the Greensville Emporia area.  OVERVIEW  The provision of public transportation is necessary for the vitality and continued growth of the Greensvle/Emporia. area. The Greensville Emporia Transit system is designed to provide an efficient and effective transit route that connects residents more easily with employment, education, healthcare, essential government services, shopping and recreation through high-quality, community The Greensville County Department of Public Transportation system is designed to provide low-cost Initial routes are designed to reach most residential areas, shopping centers, medical care and other Buses will run from 7:00 a.m. until 7:00 p.m. each week day. The fare will be $1 per ride.  oriented, transit services within a one-hour time frame.  regular transportation for residents of Greensville County and the City of Emporia.  services within a one-hour time frame.  GETE GRENSVILEMPORIAT TRANSIT  Page 3    III. POLICY STATEMENT AND AUTHORITIES  Title VI Policy Statement  Greensville County Department of Public Transportation is committed to ensuring that no person shall, on the grounds of race, color, national origin, as provided by Title VI oft the Civil Rights Act of 1964 and the Civil Rights Restoration Act of 1987 (PL 100.259), be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity, whether those The Greensville County Department of Public Transportation Title VI Manager is responsible for initiating and monitoring Title VI activities, preparing required reports, and other responsibilities as required by Title 23 Code of Federal Regulations (CFR) Part 200, and Title 49 CFR Part 21.  programs and activities are federally funded or not.  Dr. Charlette T. Woolridge, County Administrator  Date  Authorities  Title VI of the 1964 Civil Rights Act provides that no person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity receiving federal financial assistance (refer to 49 CFR Part 21). The Civil Rights Restoration Act of 1987 broadened the scope of Title Vicoverage byexpanding the definition oft the terms programs or activities" to include all programs or activities of Federal Aid recipients, sub recipients, and contractors, whether such programs and Additional authorities and citations include: Title VI of the Civil Rights Act of 1964 (42 U.S.C. Section 2000d); Federal Transit Laws, as amended (49 U.S.C. Chapter 53 et seq.); Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended (42 U.S.C. 4601, et seq.); Department of Justice regulation, 28 CFR part 42, Subpart F, "Coordination of Enforcement of Nondiscrimination in Federaly-Assisted Programs" (December 1, 1976, unless otherwise noted); U.S. DOT regulation, 49 CFR part 21, Nondiscrimination in rederally-Assisted Programs of the Department of Trenportaton-Eiecdumton of Title VI of the Civil Rights Act of 1964" (June 18, 1970, unless otherwise noted); Joint FTA/Federal Highway Administration (FHWA) regulation, 23 CFR part 771, "Environmental Impact and Related Procedures" (August 28, 1987); Joint FTA/FHWA regulation, 23 CFR part 450 and 49 CFR part 613, Planning Assistance and Standards," (October 28, 1993, unless otherwise noted); U.S. DOT Order 5610.2, "U.S. DOT Order on Environmental Justice to Address Environmental Justice in Minority Populations and Low-Income Populations,' (April 15, 1997); U.S. DOT Policy Guidance Concerning Recipients' Responsibillties to Limited English Proficient Persons, (December 14, 2005), and Section 12 of FTA's Master Agreement, FTA MA 13 (October 1, 2006).  activities are federally assisted or not.  GETE GREENSVILLE EMPORIA TRANSIT  Page 4    IV. NONDISCRIMINATION ASSURANCES TO DRPT  Ina accordance with 49 CFR Section 21.7(a), every application for financial assistance from the Federal Transit Administration (FTA) must be accompanied by an assurance that the applicant will carry out the program in compliance with DOT's Title VI regulations. This requirement is fulfilled when the Virginia Department of Rail and Public Transportation (DRPT) submits its annual certifications and assurances to FTA. DRPT shall collect Title VI assurances from sub-recipients prior to passing through FTA funds. As part of the Certifications and Assurances submitted to DRPT with the. Annual Grant Application and all Federal Transit Administration grants submitted to the DRPT, Greensville County Department of Public Transportation submits a Nondiscrimination Assurance which addresses compliance with Title VI as well as nondiscrimination in hiring (EEO) and contracting (DBE), and nondiscrimination on the Ins signing and submitting this assurance, Greensville County Department of Public Transportation confirms to DRPT the gencyscommtment to nondiscrimination and compliance with federal and state  basis of disability (ADA).  requirements.  GETE GRENSVILEEMPORIAT TRANSIT  Page 5    V. PLAN APPROVAL DOCUMENT  Ihereby acknowledge the receipt of the Greensville County Department of Public Transportation Title VI Implementation Plan 2024-2026. I have reviewed and approved the Plan. I am committed to ensuring that no person is excluded from participation in, or denied the benefits of Greensville County Department ofPublic Transportation services on the basis ofrace, color, or national origin, as protected by Title VI according to Federal Transit Administration (FTA) Circular 4702.1B Title VI requirements  and guidelines for FTA: sub-recipients.  Dr. Charlette T. Woolridge, County Administrator  Date  See the following copy of the meeting minutes showing that the Greensville County Board of  Supervisors have reviewed and approved the Title VI plan.  GETA GRLENSVILEEMPORIAT TRANSIT  Page 6    Insert copy of approved Board minutes here.  GETA GRENSVILEEMPORIA TRANSIT  Page 7    VI. ORGANIZATION AND TITLE VI PROGRAM RESPONSIBILITIES The Greensville County Department of Public Transportation's Department Administrator, Director of Human Resources and Program Coordinator are responsible for ensuring implementation of the agency's Title VI program. Title VI program elements are interrelated and responsibilities may overlap. The specific areas of responsibility have been delineated below for  purposes of clarity.  Overall Organization for Title VI  The Title VI Manager (Assistant County Administrator) and staff are responsible for coordinating the overall administration of the Title VI program, plan, and assurances, including complaint handling, data collection and reporting, annual review and updates, and internal  education.  Detailed Responsibilities of the Title VI Manager  The Title VI Manager is charged with the responsibility for implementing, monitoring, and ensuring compliance with Title VI regulations. Title VI responsibilities are as follows:  1. Process the disposition of Title VI complaints received.  2. Collect statistical data (race, color or national origin) of participants in and beneficiaries of 3. Conduct annual Title VI reviews of agency to determine the effectiveness of program 4. Conduct Title VI reviews of construction contractors, consultant contractors, suppliers, and other recipients of federal-aid fund contracts administered through the agency. 5. Conduct training programs on Title VI and other related statutes for agency employees. 6. Prepare a yearly report of Title VI accompishments and goals, as required.  agency programs, (e.g., affected citizens, and impacted communities).  activities at all levels.  7. Develop Title VI information for dissemination to the general public and, where appropriate,  in languages other than English. 8. Identify and eliminate discrimination.  9. Establish procedures for promptly resolving deficiency status and writing the remedial action  necessary, all within a period not to exceed 90 days.  GETE GREENSVILLE EMPORIAT TRANSIT  Page 8    General Title VI responsibilities of the agency  The Title VI Manager is responsible for substantiating that these elements of the plan are appropriately implemented and maintained, and for coordinating with those responsible for public outreach and  involvement and service planning and delivery.  1. Data collection  To ensure that Title VI reporting requirements are met, Greensville County Department of Public  Transportation will maintain:  Adatabase or log of Title VI complaints received. The investigation of and response to each AI log of the public outreach and involvement activities undertaken to ensure that minority  complaint is tracked within the database or log.  and low-income people had a meaningful access to these activities.  2. Annual Report and Updates  As a sub-recipient of FTA funds, Greensville County Department of Public Transportation is required to submit a Quarterly Report Form to DRPT that documents any Title VI complaints received during the preceding quarter and for each year. Greensville County Department of Public Transportation will also maintain and provide to DRPT an annual basis, the log of public outreach and involvement activities undertaken to ensure that minority and low-income people had a meaningful access to these activities. Further, we will submit to DRPT updates to any of the following items since the previous submission, or a statement to the effect that these items have not been changed since the previous submission,  indicating date:  A copy of any compliance review report for reviews conducted in the last three years, along with the purpose or reason for the review, the name of the organization that performed the review, a summary of findings and recommendations, and a report on the status or  disposition of the findings and recommendations Limited English Proficiency (LEP) plan  procedures for tracking and investigating Title VI complaints  AI list of Title VI investigations, complaints or lawsuits filed with the agency since the last Acopy oft the agency notice to the public that it complies with Title VI and instructions on how  submission  to file a discrimination complaint  3. Annual review of Title VI program  Each year, in preparing for the Annual Report and Updates, the Title VI Manager will review the agency's Title VI program to assure implementation of the Title VI plan. In addition, they will review agency operational guidelines and publications, including those for contractors, to verify that Title VI  language and provisions are incorporated, as appropriate.  GETE GREENSVILLEE EMPORIA TRANSIT  Page 9    4. Dissemination of information related to the Title VI program  Information on our Title VI program will be disseminated to agency employees, contractors, and beneficiaries, as well as to the public, as described in the "public outreach and involvement "section of this document, and in other languages when needed according to the LEP plan as well as federal and  State aws/regulations.  5. Resolution of complaints  Any individual may exercise his or her right to file a complaint if that person believes that he, she or any other program beneficiaries have been subjected to unequal treatment or discrimination in the receipt of! benefits/services or prohibited by non-discrimination requirements. Greensville County Department of Public Transportation will report the complaint to DRPT within three business days (per DRPT requirements), and make a concerted effort to resolve complaints locally, using the agency's Title VI Complaint Procedures. All Title VI complaints and their resolution will be logged as described under Section 1. Data collection and reported annually (in addition to immediately) to DRPT.  6. Written policies and procedures  Our Title VI policies and procedures are documented in this plan and its appendices and attachments. This plan will be updated periodically to incorporate changes and additional responsibilties that arise. During the course of the Annual Title VI Program Review (item 3 above), the Title VI Manager will  determine whether or not an update is needed.  7. Internal education  Oure employees will receive training on Title VI policies and procedures upon hiring and upon promotion. This training will include requirements of Title VI, our obligations under Title VI (LEP requirements included), and required data that must be gathered and maintained. Inaddition, training will be provided when any Title Vi-related policies or procedures change (agency-wide training), or when appropriate in Title VI training is the responsibility of the Director of Human Resources and the Program  resolving a complaint. Coordinator.  8. Title VI clauses in contracts  In all federal procurements requiring a written contract or Purchase Order (PO), Greensville County Department of Public Transportation's contract/PO will include appropriate non-discrimination clauses. The Title VI Manager will work with the Director of Finance who islare responsible for procurement  contracts and PO's to ensure appropriate non-discrimination clauses are included.  GETA GRENSVILEEMPORIAT TRANSIT  Page 10    VII. PROCEDURES FOR NOTIFYING THE PUBLIC OF TITLE VI RIGHTS AND HOW  TO FILE A COMPLAINT  Requirement to Provide a Title VI Public Notice  Title 49 CFR Section 21.9(d) requires recipients to provide information to the public regarding the recipient's obligations under DOT's Title VI regulations and apprise members of the public of the protections against discrimination afforded to them by Title VI. At a minimum, Greensville County Department of Public Transportation shall disseminate this information to the public by posting a Title VI notice on the agency's website and in public areas of the agency's office(s), including the reception Ac copy of Greensville County Department of Public Transportation Title VI Public Notice is  desk, meeting rooms, in federally-funded vehicles, etc.  attached as APPENDIX G.  GETE GREENSVILLEE EMPORIA TRANSIT  Page 11    Title VI Complaint Procedures  Requirement to Develop Title VI Complaint Procedures and Complaint Form.  Inc order to comply with the reporting requirements established in 49 CFR Section 21.9(b), all recipients shall develop procedures for investigating and tracking Title VI complaints filed against them and make their procedures for filing a complaint available to members oft the public. Recipients must also develop al Title VI complaint form. The form and procedure for filing a complaint shall be available on the Any individual may exercise his or her right to file a complaint with Greensville County Department of Public Transportation if that person believes that he or she has been subjected to unequal treatment or discrimination in the receipt of benefits or services. We will report the complaint to DRPT within three business days (per DRPT requirements), and make a concerted effort to resolve complaints locally, using the agency's Nondiscrimination Complaint Procedures. All Title VI complaints and their A person may also file a complaint directly with the Federal Transit Administration, Office of Civil Rights, Attention: Title VI Program Coordinator, East Building, 5th floor = TCR, 1200 New Jersey Avenue SE, Greensville County Department of Public Transportation includes the following language on all printed information materials, on the agency's website, in press releases, in public notices, in published documents, and on posters on the interior of each vehicle operated in passenger service: Greensville County Department of Public Transportation is committed to ensuring that no person is excluded from participation in, or denied the benefits ofi its transportation services on the basis of race, color or national origin, as protected by Title VI in the Federal Transit Administration (FTA) Circular 4702.1B. For additional information on Greensville County Department of Public Transportation's nondiscrimination policies and procedures, or to file a complaint, please contact Gary Cifers, Assistant County Administrator, 1781 Greensville County Circle, Emporia, VA 23847, (434)348-4205. Instructions for filing Title VI complaints are posted on the agency's website and in posters on the Acopy of Greensville County Department of Public Transportation Title VI Complaint Form is  recipient's website and at their facilities.  resolution will be logged and reported annually (in addition to immediately) to DRPT.  Washington, DC 20590.  interior of each vehicle operated in passenger service and agency's facilities.  attached as APPENDIXB.  GET GRENSVILEEMPORIAT TRANSIT  Page 12    Procedures for Handling and Reporting investiyatonasCompaints and Lawsuits Should any Title VI investigations be initiated by FTA or DRPT, or any Title VI lawsuits are filed against Greensville County Department of Public Transportation the agency will follow these  procedures: Procedures  1. Any individual, group of individuals, or entity that believes they have been subjected to discrimination on the basis of race, color, or national origin may file a written complaint with the a. Aformal complaint must be filed within 180 calendar days of the alleged occurrence.  Title VI Manager. The complaint is to be filed in the following manner: b. The complaint shall be in writing and signed by the complainant(s).  C. The complaint should include:  the complainant's name, address, and contact information (i.e., telephone number, email address, etc.)  the date(s) of the alleged act of discrimination (if multiple days, include the date when the complainant(s) became aware of the alleged discrimination and the date on which the  alleged discrimination was discontinued or the latest instance). ad description of the alleged act of discrimination  the location(s) of the alleged act of discrimination (include vehicle number if appropriate) an explanation of why the complainant believes the act to have been discriminatory on the ifknown, the names and/or job titles of those individuals perceived as parties in the incident indication of any related complaint activity (i.e., was the complaint also submitted to DRPT d. The complaint shall be submitted to the Greensville County Department of Public Transportation Title VI Manager at 1781 Greensville County Circle, Emporia, VA 23847. e. Complaints received by any other employee of Greensville County Department of Public f. Int the case where a complainant is unable or incapable of providing a written statement, a verbal complaint of discrimination may be made to the Title VI Manager. Under these circumstances, the complainant will be interviewed, and the Assistant County Administrator, Director of Human Resources and/or Program Coordinator will assist the complainant in  basis of race, color, and national origin contact information for any witnesses  or FTA?)  Transportation will be immediately forwarded to the Title VI Manager.  converting the verbal allegations to writing.  GETE GREENSVILLEE EMPORIA TRANSIT  Page 13    2. Upon receipt of the complaint, the Title VI Manager will immediately: a. notify DRPT (no later than 3 business days from receipt)  b. notify the Greensville County Department of Public Transportation Program Coordinator and/or  Director of Human Resources  C. ensure that the complaint is entered in the complaint database  3. Within 3 business days of receipt of the complaint, the Title VI Manager will contact the 4. The complainant will be informed that they have a right to have a witness or representative present during the interview and can submit any documentation he/she perceives as relevant to 5. IfDRPT has assigned staff to assist with the investigation, the Title VI Manager will offer an 6. The alleged discriminatory service or program official will be given the opportunity to respond to all 7. The Title VI Manager will determine, based on relevancy or duplication of evidence, which  complainant by telephone to set up an interview.  proving his/her complaint.  opportunity to participate in the interview. aspects of the complainant's allegations. witnesses will be contacted and questioned. 8. The investigation may also include:  a. investigating contractor operating records, policies or procedures  b. reviewing routes, schedules, and fare policies C. reviewing operating policies and procedures d. reviewing scheduling and dispatch records  e. observing behavior of the individual whose actions were cited in the complaint  9. All steps taken and findings in the investigation will be documented in writing and included in the 10.The Title VI Manager will contact the complainant at the conclusion of the investigation, but prior to writing the final report, and give the complainant an opportunity to give a rebuttal statement at 11.At the conclusion of the investigation and within 60 days of the interview with the complainant, the Title VI Manager will prepare a report that includes a narrative description of the incident, identification of persons interviewed, findings, and recommendations for disposition. This report will be provided to the Program Coordinator and/or Director of Human Resources, DRPT, and, if appropriate, Greensville County Department of Public Transportation's legal counsel. 12.The Title VI Manager will send a letter to the complainant notifying them of the outcome of the investigation. Ifthe complaint was substantiated, the letter will indicate the course of action that will be followed to correct the situation. Ifthe complaint is determined to be unfounded, the letter will explain the reasoning, and refer the complainant to DRPT in the event the complainant wishes  complaint file.  the end of the investigation process.  to appeal the determination. This letter will be copied to DRPT.  GETE GREENSVILLEE EMPORIA TRANSIT  Page 14    13.A complaint may be dismissed for the following reasons: a. The complainant requests the withdrawal of the complaint.  b. An interview cannot be scheduled with the complainant after reasonable attempts. :. The complainant fails to respond to repeated requests for additional information needed to 14.DRPT will serve as the appealing forum to a complainant that is not satisfied with the outcome of an investigation conducted by Greensville County Department of Public Transportation. DRPT will analyze the facts of the case and will issue its conclusion to the appellant according to their  process the complaint.  procedures.  GETER GRENSVILEEMPORIAT TRANSIT  Page 15    Transportation-Related Title VI Investigations, Complaints, and Lawsuits All recipients shall prepare and maintain a list of any of the following that allege discrimination  Background  on the basis of race, color, or national origin:  Active investigations conducted by FTA and entities other than FTA;  Lawsuits; and  Complaints naming the recipient.  This list shall include the date that the transporation-related Title VI investigation, lawsuit, or complaint was filed; a summary of the allegation(s); the status of the investigation, lawsuit, or complaint; and actions taken by the recipient in response, or final findings related to the investigation, lawsuit, or complaint. This list shall be included in the Title VI Program submitted to DRPT every three years and  information shall be provided to DRPT quarterly and annually.  Acopy of Greensville County Department of Public Transportation Title VI Complaint tLogi is  attached as APPENDIXC.  GETA GRENSVILEEMPORIA TRANSIT  Page 16    Public Outreach and Involvement PUBLIC PARTICIPATION PLAN  Introduction  The Public Participation Plan (PPP) is a guide for ongoing public participation endeavors. Its purpose isto ensure that Greensville County Department of Public Transportation utilizes effective means of providing information and receiving public input on transportation decisions from low income, minority and limited English proficient (LEP) populations, as required by Title VI of the Civil Rights Act of 1964 Under federal regulations, transit operators must take reasonable steps to ensure that Limited English Proficient (LEP) persons have meaningful access to their programs and activities. This means that public participation opportunities, normally provided in English, should be accessible to persons who In addition to language access measures, other major components of the PPP include: public participation design factors; a range of public participation methods to provide information, to invite participation and/or to seek input; examples to demonstrate how population-appropnate outreach methods can be and were identified and utilized; and performance measures and objectives to ensure Greensville County Department of Public Transportation established a public participation plan or process that will determine how, when, and how often specific public participation activities should take Greensville County Department of Public Transportation will make these determinations based on a demographic analysis of the population(s) affected, the type of plan, program, and/or service under consideration, and the resources available. Efforts to involve minority and LEP populations in public participation activities may include both comprehensive measures, such as placing public notices at all transit stations, stops, and vehicles, as well as targeted measures to address linguistic, institutional, cultural, economic, historical, or other barriers that may prevent minority and LEP persons from  and its implementing regulations.  have a limited ability to speak, read, write, or understand English.  accountability and a means for improving over time.  place, and which specific measures are most appropriate.  effectively participating in our decision-making process.  SEE APPENDIX D-Summary of Outreach Efforts  GETER GREENSVILLEE EMPORIA TRANSIT  Page 17    VIII. LANGUAGE ASSISTANCE PLAN FOR PERSONS WITH LIMITED ENGLISH  PROFICIENCY (LEP) Introduction and Legal Basis  LEP is a term that defines any individual not proficient in the use of the English language. The establishment and operation of an LEP program meets objectives set forth in Title VI of the Civil Rights and Executive Order 13116, Improving Access to Services for Persons with Limited English Proficiency (LEP). This Executive Order requires federal agencies receiving financial assistance to address the needs of non-English speaking persons. The Executive Order also establishes compliance standards to ensure that the programs and activities that are provided by a transportation provider in English are accessible to LEP communities. This includes providing meaningful access to individuals who are limited in their use of English. The following LEP language implementation plan, developed by Greensville County is based on FTA guidelines. As required, Greensville County developed a written LEP Plan (below). Using American Community Survey (ACS) Census data, Greensville County has evaluated data to determine the extent of need for translation services of its vital documents and materials.  Assessment of Needs and Resources  The need and resources for LEP language assistance were determined through a Four Factor Factor 1: Assessment of the number and proportion of LEP persons likely to be Served or The agency has reviewed census data on the number of individuals in its service area that have  Analysis as recommended by FTA Guidance.  Encountered in the Eligible Service Population.  limited English Proficiency, as well as the languages they speak. U.S. Census Data - 2022-2026 American Community Survey  Data from the U.S. Census Bureau's American Community Survey (ACS) were obtained through www.census.gov by Greensville Transit's service area. The agency's service area includes a total of 250 (2.30%) [See Table 1 on next page] persons with Limited English Proficiency (those persons who indicated that they spoke English "less than very well" in the 2022-2026 American Community Information from the 2022-2026 American Community Survey also provides more detail on the specific languages that are spoken by those who report that they speak English less than very well. Languages spoken at home by those with LEP are presented below. These data indicate the extent to which translations into other language are needed to meet the needs of LEP persons.  Survey.  GETE GRENSVILEEMPORIAT TRANSIT  Page 18    Table 1-1 LEP by Language Spoken at Home  Greensville Transit Service Area  Percent of Service Area Speaking Language 1.28%  Percent of LEP Population Language 55.60%  Number of LEP  Language  Population Population Speaking  Spanish German or other West Germanic languages Arabic Total LEP Population Total Service Area Population  139  17 94 250  0.16% 0.87% 2.30% 10,857  6.80% 37.60%  Spanish (139) is the most widely spoken language among LEP individuals in the Service Area. No language group. surpasses the Safe Harbor Provision as established by the United States Department of Housing and Urban Development. However, all posted documents and brochures will be translated tos Spanish, as this is our dominate LEP population for Greensvlle/Emporia. Figure 1 shows the percentage of LEP individuals in each Census Block Group. There are higher percentages of LEP  persons in northeastern Emporia.  GETE GREENSVILLE EMPORIA TRANSIT  Page 19    Figure 1: Percentage of LEP by Census Block Group  Percent Limited English Proficiency by Census Block Groups 0-1.5 1.5-5 Greatert thans 5 5 County Boundaries 1.5  -  6Miles  Virginia    Greensville  186)  North Carolina  Factor 2: Assessment of Frequency with Which LEP Individuals Come into Contact with the Greensville County reviewed the relevant benefits, services, and information provided by Greensville Emporia Transit (GET) and determined the extent to which LEP persons have come into contact with  Transit Services or System  these functions through the following channels: Contact with transit vehicle operators; Visits to the agency's headquarters; Access to the agency's website;  Calls to Greensville County's customer service telephone line;  We will continue to identify emerging populations as updated Census and American Community Survey data become available for our service area. To supplement the Census, education, and labor  GETE GREENSVILLE EMPORIA TRANSIT  Page 20    department data, Greensville Emporia Transit conducted community outreach to the following  organizations that work with LEP populations.  Greensvill/Emporia Department of Social Services, Southside Virginia Community College, Southside Programs for Adult Continuing Education  Through community meetings GET sought feedback from these organizations on the size of the populations it serves, the transportation of the populations, any demographic trends among this Factor 3: Assessment of the Nature and Importance of the Transit Services to the LEP  population, and effective ways to obtain input from this population.  Population  Greensville County provides the following programs, activities and services:  Demand Response-Flexible Fixed Route service in a one county, one city service area. Based on past experience serving and communicating with LEP persons and interviews with community agencies, we learned that the following elvwcesroutesprogans are currently of  particular importance to LEP persons in the community. Loop service within the City of Emporia VA.  Factor 4: Assessment of the Resources Available to the Agency and Costs  Though the Greensvill/Emporia Department of Social Services can provide assistance at no charge, funds in the amount of $500.00 are available in the operating budget. (Professional Services)  GETE GREENSVILEEMPORA TRANSIT  Page 21    LEP Implementation Plan  Through the four-factor analysis, Greensville County has determined that due to the small size of the LEP population in its, service area, the following types of language assistance are most  needed and feasible:  Use of Google translate and other online translators. Translation of vital documents. These documents include:  Rules of Riding Fare Rate  Non-Discrimination Statement Other documents as needed Attempt to hire bilingual staff when hiring Staff. Access to Language Assistance Services  In-kind support from community organizations that assist the LEP community.  Agency staff who come into contact with LEP persons can access language services by offering Census language identification flashcards, use Google translate and other online translators, reaching out to bilingual staff if available, or reaching out to community organizations for in-kind support. All staff will be provided with a list of available language assistance services and additional information and referral resources (such as community organizations which can assist  LEP persons). This list will be updated at least annually.  Responding to LEP Callers  Staff who answer calls from the public respond to LEP customers as follows:  Reach out to bilingual staff if available. Contact community organizations for in-kind support. Utilize Google Translate or other online translators if necessary. When scheduling a trip with an LEP individual, Greensville County will attempt to: Match the customer with a bilingual driver, if possible. Try to receive in kind language assistance from community organizations. Utilize Google Translate or other online translators if necessary. Responding to Written Communications from LEP Persons  The following procedures are followed when responding to written communications from LEP  persons:  Utilize Google Translate or other online translators if necessary. Reach out to bilingual staff or community organizations for in-kind support.  GETA GRENSVILEEMPORIAT TRANSIT  Page 22    Responding to LEP Individuals in Person  The following procedures are followed when an LEP person visits our customer service and  administrative office:  Use Census language identification flashcard. Check for availability of bilingual staff.  Reach out for in-kind support from community organizations, if possible. Utilize Google Translate or other online translators if necessary  The following procedures are followed by operators when an LEP person has a question on board  aG Greensville County vehicle:  Identify language using Census language identification flashcard  Contact bilingual staff if possible.  Attempt to use Google Translate or other online translators on devices to come to an  understanding.  Ask for assistance from fellow passengers.  Staff Training  As noted previously, all Greensville County staff are provided with a list of available language assistance services and additional information and referral resources, updated annually. All new hires receive training on assisting LEP persons as part of their sensitivity and customer  service training. This includes:  As summary of the transit agency's responsibilities under the DOT LEP Guidance; Asummary of the number and proportion OfLEP persons in the agency's service area, the frequency of contact between the LEP population and the agency's programs and activities, and the importance of the programs and activities to the population; Ad description of the type of language assistance that the agency is currently providing and instructions on how agency staff can access these products and services; and Ad description of the agency's cultural sensitivity policies and practices.  Asummary of the agency's language assistance plan;  Also, all staff who routinely come into contact with customers, as well as their supervisors and all management staff, receive annual refresher training on policies and procedures related to  assisting LEP persons.  GETE GREENSVILLEE EMPORIA TRANSIT  Page 23    Providing Notice to LEP Persons  LEP persons are notified of the availability of language assistance through the following  approaches:  Title VI policy statement to be included on vital documents. Posting signs on our vehicles and in on customer service offices.  LEP persons will also be included in all community outreach efforts related to service and  fare changes.  Monitoringupdating the plan  This plan will be updated on a periodic basis (at least every three years), based on As part of ongoing outreach to community organizations, Greensville County will solicit feedback on the effectiveness of language assistance provided and unmet needs. In addition, we will conduct periodic community meetings, internal staff meetings, and review updated Census Data to assess the adequacy and quality of the language assistance provided. This will help determine if any changes to the LEP plan are necessary. Inp preparing the triennial update of this plan, Greensville County Transit will conduct an internal assessment using the Language Assistance Monitoring Checklist provided in the FTA's Implementing the Department of Transportation's Policy Guidance Concerning Recipients' Responsibilities to Limited English Proficient (LEP) Persons: A Handbook for Based on the feedback received from community members and agency employees, Greensville County will make incremental changes to the type ofwritten and oral language assistance provided as well as to their staff training and community outreach programs. The cost of proposed changes and the available resources will affect the enhancements that can be made, and therefore Greensville County Transit will attempt to identify the most As the community grows and new LEP groups emerge, Greensville County Transit will  feedback, updated demographic data, and resource availability.  Public Transportation Providers."  cost-effective approaches.  strive to address the needs for additional language assistance.  GETA GRENSVILEEMPORIA TRANSIT  Page 24    MINORITY REPRESENTATION ON PLANNING AND ADVISORY BODIES  Title 49 CFR Section 21.5(b)(1)(vil) states that a recipient may not, on the grounds of race, color, or national origin, "deny a person the opportunity to participate as a member of a planning, advisory, or similar body which is an integral part oft the program." Greensville County Department of Public Transportation has a transit-related, non-elected advisory board, the membership of which the Southside Virginia Education Center Board of The SVEC Board, in its search for the causes behind the citizens in the service area failing to take advantage of educational opportunities, found that the lack of transportation was a contributing factor. The SVEC Board created a transportation initiative as part of the process in resolving this issue. The SVEC Board is comprised of local government officials, industry representatives, members of the educational workforce and state agencies (DSS, CSB and VEC). These same members were all invited to be a part of the Greensville Emporia Public This advisory board meets to discuss policies and procedures in the operations of the GET  Directors (SVEC BOARD) selects.  Transportation Advisory Board.  System.  SEE APPENDIX E - Table Minority Representation on Committees by Race  GETER GREENSVILEEMPORA TRANSIT  Page 25    IX. REQUIREMENTS OF TRANSIT PROVIDERS  Requirements and Guidelines for Fixed Route Transit Providers  The requirements apply to all providers of fixed route public transportation (also referred to as transit providers) that receive Federal financial assistance, inclusive of States, local and  regional entities, and public and private entities.  Transit providers that are sub-recipients will submit the information to their primary recipient (the entity from whom they directly receive transit funds) every three years on a schedule determined by the primary recipient. The requirements are scaled based on the size of the fixed Greensville County Department of Public Transportation is required to plan and deliver transportation services in an equitable manner. This means the distribution of service levels and quality is to be equitable between minority and low-income populations and the overall population. Greensville County Department of Public Transportation has reviewed its services and policies to ensure that those services and benefits are provided in an equitable manner to  route transit provider.  all persons.  Service Standards  The agency has set standards and policies that address how services are distributed across the transit system service area to ensure that the distribution affords users equitable access to these services. The agency's demand responsive services are available to all callers on a first- come first-served basis, without regard for race, color or national origin. As shown in the attached maps as Appendix F, the Agency's route traverses the service area near low income neighbornoods where pedestrians frequently travel for medical services, basic needs, The following system-wide service standards are used to guard against service design or operations decisions from having disparate impacts. All of Greensville County Department of Public Transportation's services meet the agency's established standards; thus it is judged that services are provided equitably to all persons in the service area, regardless of race, color or  educational and work opportunities.  national origin.  Vehicle load -Vehicle load is expressed as the ratio of passengers to the total number of seats on a vehicle at its maximum load point. The standard for maximum vehicle load is 18 passengers without wheelchair and 14 passengers with wheelchair; all of Greensville County Department of Public Transportation meets this standard. Vehicle headway -Vehicle headway is the amount of time between two vehicles traveling in the same direction on a given route. A: shorter headway corresponds to more frequent service. The standard for vehicle headways is 1-hour round trip; all of Greensville County Department of Public Transportation meets this standard.  GETA GRENSVILEEMPORIT TRANSIT  Page 26    On-time performance -On-time performance is a measure of runs completed as scheduled. This criterion first must define what is considered to be "on time." The standard for performance is within three minutes of the scheduled stop time; Greensville County Department of Public Transportation meets this standard 90% of Service availability Service availability is a general measure of the distribution of routes within a transit provider's service area or the span of service. The standard for service availability is 7:00 a.m. - 7:00 p.m., Monday-Friday, all of Greensville County  the time.  Department of Public Transportation meets this standard.  Service and Operating Policies  The Greensville County Department of Public Transportation service and operating policies also ensure that operational practices do not result in discrimination on the basis of race, color, or  national origin.  Distribution and Siting of Transit Amenities -Transit amenities refer to items of comfort, convenience, and safety that are available to the general riding public. Greensville County Department of Public Transportation has a policy to ensure the equitable distribution of transit amenities across the system. This policy applies to seating (i.e., benches, seats), bus shelters and canopies, (c) provision of information, Intelligent Transportation Systems (ITS), waste receptacles (including trash and recycling). Passenger amenities are sited based on availability of space for amenities, safety of the passengers, number of passengers utilizing GET services at Vehicle assignment - Vehicle assignment refers to the process by which transit vehicles are placed into service and on routes throughout the system. Greensville County Department of Public Transportation assigns vehicles with the goal of providing equitable benefits to minority and low-income populations. Vehicles are assigned with regard to service type (fixed-route, demand-response, or a hybrid type) and ridership demand patterns (routes with greater numbers of passengers need vehicles with larger capacities). For each type of assignment, newer vehicles are rotated to ensure that no single route or service always has the same vehicle. The Program Coordinator reviews vehicle assignments on a monthly basis to ensure that vehicles are indeed being rotated and that no single route or service always has the  ag given stop, and requests from passengers.  old or new vehicles.  GETA GRENSVILEEMPORIA TRANSIT  Page 27    Monitoring Title VI Complaints  As part of the complaint handling procedure, the Title VI Manager investigates possible inequities in service delivery for the route(s) or service(s) about which the complaint was filed. Depending on the nature of the complaint, the review examines span of service (days and hours), frequency, routing directness, interconnectivity with other routes andlor fare policy. If inequities are discovered during this review, options for reducing the disparity are explored, and In addition to the investigation following an individual complaint, the Title VI Manager periodically reviews all complaints received to determine if there may be a pattern. Ata minimum, this review is conducted as part of preparing the Annual Report and Update for  service or fare changes are planned if needed.  submission to DRPT.  Fare and Service Changes  Greensville County Department of Public Transportation follows its adopted written policy for the public comment process for major service reductions and fare increases. With each proposed service or fare change, Greensville County Department of Public Transportation considers the relative impacts on, and benefits to, minority and low-income populations, including LEP populations. All planning efforts for changes to existing services or fares, as well Service was briefly suspended during the COVID-19 pandemic in response to rising community transmission and the declared state of emergency. Service was temporarily suspended for the last two weeks in April and remain suspended through the months of May and June. Full service returned on July 1, 2020 and has remained in place since that time. Fares have also  as new services, have a goal of providing equitable service.  remained at a $1 since the inception of GET.  GETE GREENSVILLEE EMPORIA TRANSIT  Page 28    APPENDICES  GET GREENSVILLEE EMPORIA TRANSIT  Page 29    APPENDIX. A  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  NOTICE TO THE PUBLIC LIST OF LOCATIONS  Locations where the Title VI Notices have been posted or displayed are as follows:  GET Buses - Notice placed on the inside of each bus  Greensville County's website  Notice Board at Greensville County Government Building  City of Emporia's website  Notice Board at the City of Emporia Municipal Building  GET Brochures  Bus shelters when constructed  GETE GRENSVILEEMPORIA TRANSIT  Page 30    APPENDIXI B  GETA GRLENSVILEIMPONAT TRANSIT  Title VI Complaint Form  Greensville County Department of Public Transportation  Greensville Emporia Transit  Section !: Name: Address: Telephone (Home): E-mail Address: Accessible Format Large Print Requirements? (check any that apply) Section I:  Telephone (Work):  Audio Tape Other  TDD  Are you filing this complaint on your own behalf? *IF you answered "yes" to this question, go to Section III. Ifnot, please supply the name and relationship of the person for whom you are complaining: Please explain why you have filed for a third party: Please confirm that you have obtained the permission of the aggrieved party if you are filing on Yes  Yes*  No  No  behalf of a third party. Section Il: (JRace  Ibelieve the discrimination I experienced was based on (check all that apply):  [JColor  [National Origin  Date of Alleged Discrimination (Month, Day, Year):  Explain as clearly as possible what happened and why you believe you were discriminated against. Describe all persons who were involved. Include the name and contact information of the person(s) who discriminated against you (if known) as well as names and contact information of any witnesses. Ifr more space is needed, please use  the back of this form or attach an additional sheet of paper.  GETE GRENSVILEEMPORIAT TRANSIT  Page 31    APPENDIX B (cont.)  Section IV this agency? Section V Federal or State court? [JYes Ifyes, check all that apply: [JFederal Agency: [JFederal Court [State Court complaint was filed. Name: Title: Agency: Address: Telephone: Section Vi: Contact person: Title: Telephone number:  Have you previously filed a Title VI complaint with Yes  No  Have you filed this complaint with any other Federal, State, or local agency, or with any  IINo  [State Agency [JLocal Agency  Please provide information about a contact person at the agency/court where the  Name of agency complaint is against:  You may attach any written materials or other information that you thinki is relevant to your  complaint. Signature and date are required below.  Signature  Date  Please submit this form in person at the address below, or mail this form to:  Greensville County Attn: Gary Cifers, Assistant County Administrator 1781 Greensville County Circle Emporia, VA 23847  GETE GRENSVILEEMPORIA TRANSIT  Page 32    APPENDIX C  GETE GREENSVILEEMPORA TRANSIT  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  INVESTIGATIONS, LAWSUITS AND COMPLAINTS FORM  Category: List one of the following Complaint, Investigation or Lawsuit Date of Alleged Incident: (MM/DD/YY) Date Alleged Incident was filed: (MM/DD/YY) Date of Initial Investigation: (MM/DD/YY)  Summary of Allegations: (include basis of complaint: race, color or national origin)  Status:  Action(s) Taken:  Date Resolved:  Name of Staff Completing Form:  Date:  GETE GRENSVILEEMPORIAT TRANSIT  Page 33    APPENDIX, D  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  SUMMARY OF OUTREACH EFFORTS  Brochures distributed and posted at the following: Greensville/Emporia Department of Social Services Southside Virginia Education Center Southside Programs for Adult Continuing Education Virginia Employment Commission District 19 Mental Health and Counseling Services Greensville Emporia Health Department Southside Community Corrections Greensville County Government Building City of Emporia Municipal Building Emporia Greensville Chamber of Commerce Local Physician & Dentist Offices Richardson Memorial Library Greensville Emporia Combined Courts Greensville County Clerk of Court Offices Greensville County Commonwealth's Attorney Offices Greensville Emporia VPI4-H Extension Office Greensville County Public Schools Local businesses & other community organizations Trinity Woods (Senior Living Facility) Carriage Run (Senior Living Facility) Greensville County Facebook City of Emporia Facebook Independent Messenger Facebook  YMCA  Local Churches  Social Media Outlets:  Greensville County Sheriff's Department Facebook  Brunswick Times Gazette Other avenues include:  Chamber of Commerce Member Email Blast CodeRED Citizen Alert System  GETE GHERVIZEMPORATANST  Page 34    APPENDIX E  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  TABLE MINORITY REPRESENTATION ON  COMMITTEES BY RACE  Black or African 9  American Indian or 0  Native other Pacific *Note Islander 0  Other  Committee Citizens Advisory Committee (GETAB) %ofCAC Committee. Citizens Advisory Committee on Accessible Transportation (CACAT) % of CACAT Committee  Whitel  Latinol  Asian Hawaiian or  Totals 19  American Caucasian Hispanic Alaska Native  9  1  0  0  GETE GRENSVILEEMPORIAT TRANSIT  Page 35    APPENDIX F  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  ROUTE MAP & BUS STOP SCHEDULE  Transit Route  X  Bolfleid Ra  ReigelRd  Sunnysideln  WEST,ENDDR  Shore DrL  BAkYardRa  MEHEKRINS RCHS  DryBread Rd MilIR Rd Carver, St Wyattst Easter St  EATLANTICST  E Legend Bus Route Bus Stops  GET GREENSVILLEE EMPORIAT TRANSIT  Page 36    APPENDIX F (cont.)  GREENSVILLE COUNTY DEPARTMENT OF PUBLIC TRANSPORTATION  ROUTE MAP & BUS STOP SCHEDULE  BUS STOP SCHEDULE  Monday - Friday 7:00. AM - 7:00 PM $1 per ride LOCATION DESCRIPTION VEC/SVEC DSS Trinity Woods Halifax Street Low Ground Road Easter Street School Street Richardson Memorial Library Emporia Police Department Southside Surgical Specialties SVRMC - Front Door Goodwill Carriage Run Apartments Food Lion Parking Lot Wal-Mart Parking Lot  Only exact change or token accepted  MAP LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15  STOP PAST THE HOUR :00 :02 :06 :10 :17 :23 :27 :30 :32 :34 :36 :40 :44 :50 :53  GETE GREENSVILLEE EMPORIA TRANSIT  Page 37    APPENDIX G  GREENSVILLE COUNTY TITLE VI PUBLIC NOTICE  DEPARTMENT OF PUBLIC TRANSPORTATION  GETE GRENSVILEMPORIAT TRANSIT  PUBLIC NOTICE  Title VI of the Civil Rights Act of 1964 prohibits discrimination on the basis of race, color, or national origin in programs and activities receiving Federal financial assistance. Specifically, Title VI provides that "no person in the United States shall, on the ground of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance" (42 U.S.C. Greensville County Department of Public Transportation is committed to ensuring that no person is excluded from participation in, or denied the benefits ofi its transportation services on the basis of race, color, or national origin, as protected by Title VI in Federal Transit Administration (FTA) Circular 4702.1B. Ify you feel you are being denied participation in or being denied benefits of the transit services provided by Greensville County Department of Public Transportation, or otherwise being discriminated against because of your race, color, national origin, gender, age,  Section 2000d).  or disability, our contact information is:  Name Title Agency Name Address City, State Zip Code Telephone Number Email address  Kenny Parker andlor Gary Cifers 1781 Greensville County Circle Emporia, VA 23847 (434)348-4205  Program Coordinator and/or Assistant County Administrator Greensville County Department of Public Transportation  parker@greensvillcountyva.gov andlor gcifers@greensvilecountyva.gov  GETE GHERVIEIMPOATANIT  Page 38    ATTACHMENT) K  S - 00 €  O   6 < K  I  W    MAGINATION DollyAurbony IBRARY  Imagination Library Of Emporia/Greensvile, Inc. 304 Church Street Emporia, VA 23847 (434-594-4149)  Geenspille County Boahdl of  Supervisers  7he Dolly Pardin Zmagrwatan a month ErEt Chr/dyen -fyom binth to R9E frve, These books are  Lrbrary  a free book  to  and  Sounshon  childhen  Sbiegpiya at an earlyage. 50 far thehe are ovey n Emporie/ Beensprlle now hecervrng the frec books, Wihhe Prejecfed number of oDer 800for IN'ohoer +o accomphsh bis ahein Need afAnaapr/Swpnt  acolkrldien  Our a rea  we  +he Books:  for Thank  Considengan  A  ofthis reguest. 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