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Home My WebLink About10047 Atherton Mill Annual Redevelopment Report - Final 20171214Correspondence:Amec Foster Wheeler Environment & Infrastructure, Inc.2801 Yorkmont Road, Suite 100Charlotte, North Carolina 28208Tel704-357-8600Fax704-357-8638Licensures: NC Engineering F-1253, Geology C-247 www.amecfw.com December 14, 2017 Ms.Carolyn Minnich,Brownfields Project Manager North Carolina Department of Environment and Natural ResourcesDivisionofWasteManagement Brownfields Program 1646 Mail Service CenterRaleigh,North Carolina 27699-1646 Subject:Annual Redevelopment ReportAtherton Mill Mixed Use DevelopmentCharlotte, North Carolina Brownfields Project Number:10047-06-60Amec Foster Wheeler Project:6228-12-0051 Dear Ms. Minnich: On behalf of Atherton Mill (E&A), LLC (Owner and Prospective Developer),Amec Foster Wheeler is pleased to submit this Annual Redevelopment Report related to the proposed redevelopment in Charlotte, North Carolina.The Owner/Prospective Developer (PD)and Crescent Communities, LLC (Crescent)initiated redevelopment activities as the site in 2017. This report provides a summary of the activities performed to date. Soil Screening/Sampling and Analysis within Soil Restriction Zone On behalf of the PD, Amec Foster Wheeler prepared the Environmental Management Plan (EMP), dated November 11, 2016 and EMP Addendum (dated March 15, 2017). Approval of these documents was received from the North Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Brownfields Program (BP)on December 12, 2016 and May 4, 2017, respectively.The PD retained Amec Foster Wheeler to perform screening of soil within the “Soil Restriction Zone” in advance of site grading activities as outlined in the EMP and EMP Addendum. The first phase of soil screening was initiated in May 2017 in preparation for excavation of utility trenches and was summarized in a report (dated July 13, 2017, see Attachment A). The second phase of soil screening was initiated in July and completed in October and November 2017 following demolition of structures.The second phase of soil screening was summarized in a report (dated December 11, 2017, see Attachment B). These reports were provided to the BP for review. The third phase of soil screening is presently underway. Annual Redevelopment Report December 14, 2017Atherton MillCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051Brownfields Project Number: 10047-06-60 2 In summary, the field soil screening results did not identify field screening readings equal to or greater than 10 parts per million (ppm) in 89 of the 90 borings advanced in the first and second phases of soil screening.Therefore,in accordance with the EMP and EMP Addendum,no soil samples were retained for laboratory analysis from these 89 borings. The field screening results did identify a reading greater than 10 ppm in one boring (SB-6). Soil boring SB-6 was advanced within the “Soil Restriction Zone”in a proposed utility trench. Therefore, in accordance with the approved protocol,a sample of soil from boring SB-6 was placed into laboratory-provided containers, placed in a cooler on ice and delivered to a North Carolina certified laboratory. The soil sample (SB-6) was maintained under a chain-of-custody protocol. The sample was analyzed for volatile organic compounds (VOCs) by EPA Method 8260, semi-VOCs (SVOCs) by EPA Method 8270, and Resource Conservation and Recovery Act (RCRA) Metals (total) by EPA Method 6010. The results of the laboratory analysis of sample SB-6 identified concentrations of benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene and arsenic that exceeded Residential Use Health Based Preliminary Soil Remediation Goals (PSRGs) established by the Inactive Hazardous Sites Branch (IHSB). The identified arsenic concentration also exceeded the Industrial/Commercial PSRG. However, the arsenic concentrations did not exceed “background” arsenic concentrations identified previously at this Brownfields property and the identified concentration of arsenic in the soil sample from SB-6 is within the range of naturally-occurring metals in soil for this area. In accordance with the EMP Addendum, Amec Foster Wheeler personnel visited the property to monitor the excavation of the proposed utility trench in the area of soil boring SB-6. The field representative provided oversight of the stockpiling of the affected soil immediately adjacent to the trench excavation. Amec Foster Wheeler collected soil samples from the sidewalls of the trench excavation, placed the samples in re-sealable plastic bags and screened them in the field. Based on the field screening results, it was determined that the affected soil extended less than 10 feet toward the northeast and less than 10 feet toward the southeast from the location of soil boring SB-6 (see drawing in July 13, 2017 report). In accordance with the EMP, the affected soil was used as backfill at the same location and depth from which it was removed. Demolition Monitoring and Disposal of Debris Crescent retained RCI Demolition to perform demolition of the buildings (formerly addressed 2100, 2130 and 2140 South Boulevard). The demolition and removal of the associated debris was completed in late September and early October 2017.An on-site photo system installed and operated by Multivista was operational at the time. The camera was mounted on the roof of a Annual Redevelopment Report December 14, 2017Atherton MillCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051Brownfields Project Number: 10047-06-60 4 ATTACHMENT AREPORT OF SOIL SCREENING/SAMPLING (JULY 13, 2017) Correspondence:Amec Foster Wheeler Environment & Infrastructure, Inc.2801 Yorkmont Road, Suite 100Charlotte, North Carolina 28208Tel704-357-8600Fax704-357-8638 www.amecfw.com July 13, 2017 Mr.Jim Saloka,Senior Construction Manager Atherton Mill (E&A), LLCCare of EDENS Limited Partnership 1221 Main Street, Suite 1000 Columbia, South Carolina 29201 Subject:Report of Soil Screening/Sampling Atherton Mill Mixed Use DevelopmentSouth BoulevardCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051 Dear Mr.Saloka: Amec Foster Wheeler is pleased to submit this Report of the Soil Screening/Sampling performed for the proposed redevelopment in Charlotte, North Carolina.This work was performed in accordance with the Environmental Management Plan (EMP)and EMP Addendum (dated March 15, 2017). Approval of these documents was received from the North Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Brownfields Program (BP) on December 12, 2016 and May 4, 2017, respectively. Soil Screening/Sampling Activities Prior to advancement of borings described below, Amec Foster Wheeler personnel marked the proposed boring locations in the field using a survey-grade GPS unit. Amec Foster Wheeler also contacted the North Carolina underground utility location service (One-Call) and performed underground utility location using ground-penetrating radar (GPR) and other instrumentation to mark buried objects such as pipes, tanks or underground utility lines. The purpose of this effort was to minimize the potential for probing into underground utilities, tanks or lines buried at the subject property. On May 16, 19 and 25, 2017, Amec Foster Wheeler personnel and our subcontract probing crew, Innovative Environmental Technologies (IET), mobilized to the property to advance a total of 58 Report of Soil Screening/Sampling July 13, 2017Atherton MillCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051 2 soil borings. The locations of the borings are shown on the attached EMP Screening Work Plan drawing. The soil borings were advanced to the appropriate depths as shown on the Work Plan drawing using either the manual hand auger technique or the direct-push methodology. The direct-push rig was used to penetrate pavement or concrete,where present.As the borings were advanced, soil cores from the subsurface were removed from either the MacroCore®sampler or the stainless steel hand auger bucket.Soil samples were retained from each boring at one-foot intervals,placed in re-sealable plastic bags and screened in the field with an Organic Vapor Analyzer equipped with a Flame Ionization Detector (FID), Model TVA-1000. Visual and olfactory observations relative to the soil samples were recorded by field personnel.Following the completion of the soil sampling activities, the borings were backfilled with bentonite pellets to the ground surface and a patch of pavement was applied as needed. Results The field screening results identified a reading greater than 10 parts per million (ppm) in only two samples (depths 2 to 3 feet below ground surface (bgs) and 3 to 4 feet (bgs)) of one boring (SB-6).Soil boring SB-6 was advanced within the “Soil Restriction Zone”in a proposed utility trench.The field screening of the soil samples retained from the 57 remaining borings did not identify readings equal or greater than 10 ppm.Therefore, in accordance with the approved protocol, the soil representing the 2 to 4 foot interval of boring SB-6 were placed into laboratory- provided containers,placed in a cooler on ice and delivered to Pace Analytical Services (Pace), LLC, a North Carolina certified laboratory.The soil sample (SB-6) was maintained under a chain-of-custody protocol.The sample was analyzed for volatile organic compounds (VOCs)by EPA Method 8260, semi-VOCs (SVOCs) by EPA Method 8270, and Resource Conservation and Recovery Act (RCRA) Metals (total) by EPA Method 6010. The results of the laboratory analysis of sample SB-6 are summarized on Table 1. Concentrations of benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene and arsenic were identified in the soil sample that exceeded Residential Use Health Based Preliminary Soil Remediation Goals (PSRGs) established by the Inactive Hazardous Sites Branch (IHSB). The identified arsenic concentration also exceeded the Industrial/Commercial PSRG. However,the SOUTH BOULEVARDVARIABLE W IDTH PUBL IC R IGHT -OF -WAY WE S T T R E M O N T A V E N U E 50' PUB L I C R I G H T - O F - W A Y CITY OF CHARLOTTE130' RAILROAD RIGHT-OF-WAYMB. 30, PG. 863CITY OF CHARLOTTE130' RAILROAD RIGHT-OF-WAYTTTTTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWSSSSSSSSSSGGGGGGG G G G G G G GGGGGGGGGGGGGGGGGGGGSSSSSSSSSSWGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSS SS SS SS SS SS SS SSSSSSSSWWWWWFWSOIL RESTRICTION ZONESOIL RESTRICTION ZONETD-03RIM: 751.12INV: 748.45MH-06RIM: 750.25INV: 746.20MH-02RIM: 749.80INV: 743.10CI-09RIM: 749.80INV: 746.55TD-04RIM: 749.35INV: 746.68DI-05RIM: 749.20INV: 745.48CI-07RIM: 749.08INV: 745.84MH-08RIM: 748.86INV: 746.36EX SSMH-08RIM: 759.40INV: 748.75SSMH-07RIM: 758.42INV: 748.62SSMH-06RIM: 755.80INV: 747.76SSMH-10RIM: 753.95INV: 746.28SSMH-11RIM: 753.92INV: 746.60SSMH-04RIM: 753.12INV: 745.10SSMH-02RIM: 752.55INV: 744.54SSMH-09RIM: 751.45INV: 747.32SSMH-05RIM: 751.00INV: 746.04SSMH-05ARIM: 750.60INV: 746.41REVISIONS: 223 N Graham Street Charlotte, NC 28202 V: 704.333.0325 F: 704.332.3246 www.LandDesign.com ATHERTON MILL MIXED USE DEVELOPMENT EMP SCREENING WORK PLAN0'15'15'30'60'EX BUILDING TOBE DEMOLISHEDFFE: 754.8ABC123456789101112DEFGHIJKLMNOPQRNOTES1.BASED ON RESULTS OF SCREENING, SAMPLES WILL BETAKEN PER REQUIREMENTS OF ENVIRONMENTALMANAGEMENT PLAN.2.IN THE AREA OUTSIDE THE SOIL RESTRICTION ZONE, THECONTRACTOR SHALL FOLLOW THE ENVIRONMENTALCONTINGENCY PLAN.LEGENDGRID SCREENING: 0-5'GRID SCREENING: 0-5' AND 5-8'TRENCH SCREENING: 0-5'TRENCH SCREENING: 0-5' (AND 5'-DEPTH NOTED IF INDICATED ON PLAN)TRENCH SCREENING: 0-5' (AND 5-DEPTH NOTED IF INDICATED ON PLAN)GRID AND/OR TRENCH SCREENING SAMPLE < 10 PPMAREA WHERE AFFECTED SOIL RE-USED AT PROPERTYFFE: 755.33FFE: 754.00FFE: 752.75FFE: 751.50FFE: 750.50CRANEPADBOT: ±743BOT FTG:748.50BOT FTG:748.33BOT FTG:747.75BOT FTG:747.16BOT FTG:747.83BOT FTG:748.50BOT FTG:747.50BOT FTG:747.25BOT FTG:748.33BOT FTG:747.17BOT FTG:747.25BOT FTG:746.50BOT FTG:747.33BOT FTG:745.83BOT FTG:747.00BOT FTG:749.50BOT FTG:748.25BOT FTG:747.67BOT FTG:751.0BOT FTG:748.84BOT FTG:747.84BOT FTG:747.33BOT FTG:748.00BOT FTG:744.50BOT FTG:744.50BOT FTG:747.33BOT FTG:747.67BOT FTG:747.33BOT FTG:748.25BOT FTG:752.5BOT FTG:749.33BOT FTG:748.75BOT FTG:746.58BOT FTG:746.0BOT FTG:747.0BOT FTG:752.5BOT FTG:749.75BOT FTG:748.75BOT FTG:748.25BOT FTG:749.42BOT FTG:749.25BOT FTG:749.75BOT FTG:750.75BOT FTG:750.16BOT FTG:750.16BOT FTG:749.0BOT FTG:749.58BOT FTG:749.08BOT FTG:751.83BOT FTG:751.255'-8'5'-8'5'-8'5'-8'5'-6'5'-8'5'-10'5'-8'5'-8'EX. BUILDINGTO REMAINFFE: 752.00SB-29SB-28SB-32SB-35SB-42SB-41SB-43SB-45SB-52SB-55SB-54SB-51SB-53SB-46SB-48SB-56SB-57SB-58SB-34SB-37SB-40SB-47SB-19SB-18SB-14SB-22SB-20SB-36SB-26SB-17SB-15SB-13SB-11SB-38SB-44SB-49SB-25SB-21SB-23SB-24SB-27SB-19SB-30SB-31SB-33SB-39SB-16SB-12SB-9SB-7SB-2SB-1SB-4SB-3SB-10SB-8SB-6SB-5SB-50 Annual Redevelopment Report December 14, 2017Atherton MillCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051Brownfields Project Number: 10047-06-60 5 ATTACHMENT BREORT OF PHASE II OF SOIL SCREENING/SAMPLING(DECEMBER 11, 2017) Correspondence:Amec Foster Wheeler Environment & Infrastructure, Inc.2801 Yorkmont Road, Suite 100Charlotte, North Carolina 28208Tel704-357-8600Fax704-357-8638Licensures: NC Engineering F-1253, Geology C-247 www.amecfw.com December 11, 2017 Mr.Jim Saloka,Senior Construction Manager Atherton Mill (E&A), LLCCare of EDENS Limited Partnership 1221 Main Street, Suite 1000 Columbia, South Carolina 29201 Subject:Report of Phase II of Soil Screening/Sampling Atherton Mill Mixed Use DevelopmentSouth BoulevardCharlotte, North Carolina Brownfields Project Number:10047-06-60Amec Foster Wheeler Project:6228-12-0051 Dear Mr.Saloka: Amec Foster Wheeler is pleased to submit this Report of Phase II of Soil Screening/Sampling performed for the proposed redevelopment in Charlotte, North Carolina.This work was performed in accordance with the Environmental Management Plan (EMP)and EMP Addendum (dated March 15, 2017). Approval of these documents was received from the North Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Brownfields Program (BP) on December 12, 2016 and May 4, 2017, respectively.This Report covers testing performed on the site between July 25, 2017 and November 20, 2017. See Report prepared by Amec Foster Wheeler (dated July 13, 2017)for prior testing performed on the site as part of the EMP. Soil Screening/Sampling Activities Prior to advancement of borings described below, Amec Foster Wheeler personnel marked the proposed boring locations in the field using a survey-grade GPS unit. Amec Foster Wheeler also contacted the North Carolina underground utility location service (One-Call) and performed underground utility location using ground-penetrating radar (GPR) and other instrumentation to mark buried objects such as pipes, tanks or underground utility lines. The purpose of this effort was to minimize the potential for probing into underground utilities, tanks or lines buried at the subject property. Phase II of the soil screening involved Amec Foster Wheeler and subcontract personnel attempting to advance a total of 32 soil borings, including 20 outdoor soil borings and 12 indoor soil borings at the locations shown on the attached drawing (revision dated 12/11/2017).The table Report of Phase II of Soil Screening/Sampling December 11, 2017Atherton MillCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051 2 below summarizes which borings were performed inside or outside the existing vacant buildings (now demolished)addressed 2100 and 2104 South Boulevard: Interior Borings SB-62, SB-63, SB-64, SB-65, SB-68, SB-69, SB-72, SB-73, SB-85, SB-86, SB-87 and SB-90 Exterior Borings SB-59, SB-60, SB-61, SB-66, SB-67, SB-70, SB-71, SB-74, SB-75, SB-76, SB-77, SB-78, SB-79, SB-80, SB-81, SB-82, SB-83, SB-84, SB-88 and SB-89 Interior Borings On July 25, 2017,Amec Foster Wheeler personnel and our subcontract coring crew, Contract Core Drilling & Sawing Co., cut 12 four-inch diameter holes through concrete floor slab inside the vacant buildings. On July 26 and 27, 2017, Amec Foster Wheeler personnel used a stainless hand auger to advance soil borings through the 12 core holes inside the buildings. As the borings were advanced, soil cores from the subsurface were removed from the the stainless steel hand auger bucket. Soil samples were retained from each boring at one-foot intervals, placed in re-sealable plastic bags and screened in the field with an Organic Vapor Analyzer equipped with a Flame Ionization Detector (FID), Model TVA-1000. Visual and olfactory observations relative to the soil samples were recorded by field personnel. Following the completion of the soil sampling activities, the borings were backfilled with bentonite pellets to the ground surface and a patch of pavement was applied as needed. Several borings (SB-62, SB-63, SB-64 and SB-65)advanced near the former produce market building encountered hand auger refusal due to a buried concrete slab in this area.Following building demolition and removal,Summit Contracting Group, Inc. (General Contractor) removed the buried slab in September 2017 which allowed for soil screening to the proposed depths.On October 3, 2017, Amec Foster Wheeler personnel visited the subject property and worked with the General Contractor and grading contractor to advance test pit excavations at the locations of borings SB-62 through SB-65. Amec Foster Wheeler personnel instructed the excavator operator to advance the test pits in approximately one foot increments. Amec Foster Wheeler personnel collected soil samples from each test pit at one-foot intervals, placed the samples in re-sealable plastic bags and screened them in the field with and Organic Vapor Analyzer equipped with FID, Model TVA-1000. Visual and olfactory observations relative to the soil samples were recorded by field personnel. Following the completion of the soil screening activities, the excavator operator backfilled the test pits to grade with the native soil. Report of Phase II of Soil Screening/Sampling December 11, 2017Atherton MillCharlotte, North Carolina Amec Foster Wheeler Project:6228-12-0051 3 Exterior Borings On July 28, 2017,Amec Foster Wheeler personnel and our subcontract probing crew, Innovative Environmental Technologies (IET), mobilized to the property to advance the exterior soil borings on the asphalt parking lot and grassy areas at the subject property. The locations of the soil borings are shown on the attached EMP Screening Work Plan drawing. The soil borings were advanced to the appropriate depths as shown on the Work Plan drawing using direct-push methodology. The direct-push rig was used to penetrate asphalt or concrete pavement, where present. As the borings were advanced, soil cores from the subsurface were removed from the MacroCore®sampler. Soil samples were retained from each boring at one-foot intervals, placed in re-sealable plastic bags and screened in the field with an Organic Vapor Analyzer equipped with a Flame Ionization Detector (FID), Model TVA-1000. Visual and olfactory observations relative to the soil samples were recorded by field personnel. Following the completion of the soil sampling activities, the borings were backfilled with bentonite pellets to the ground surface and a patch of pavement was applied as needed. Due to poor soil sample recovery with the MacroCore®tubes in the depth intervals from approximately two to five feet below ground surface (bgs) of borings SB-76, SB-82, SB-83 and SB-84, Amec Foster Wheeler revisited these boring locations on August 11, 2017 and advanced hand auger borings to the planned depth of five feet bgs. Sufficient soil recovery was achieved in the hand auger borings for screening. On November 20, 2017, Amec Foster Wheeler personnel visited the subject property and worked with the General Contractor and grading contractor to advance a test pit excavation at the location of boring SB-70. Amec Foster Wheeler personnel instructed the excavator operator to advance the test pit in approximately one foot increments. Amec Foster Wheeler personnel collected soil samples from the test pit at one-foot intervals, placed the samples in re-sealable plastic bags and screened them in the field with and Organic Vapor Analyzer equipped with FID, Model TVA-1000. Visual and olfactory observations relative to the soil samples were recorded by field personnel. Following the completion of the soil screening activities, the excavator operator backfilled the test pits to grade with the native soil. Results The field screening results did not identify field screening readings equal to or greater than 10 parts per million (ppm) in the soil samples collected from the 32 soil borings.Therefore, no samples were retained for laboratory analysis. SOUTH BOULEVARDVARIABLE W IDTH PUBL IC R IGHT -OF -WAY WE S T T R E M O N T A V E N U E 50' PUB L I C R I G H T - O F - W A Y CITY OF CHARLOTTE130' RAILROAD RIGHT-OF-WAYMB. 30, PG. 863CITY OF CHARLOTTE130' RAILROAD RIGHT-OF-WAYTTTTTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWSSSSSSSSSSGGGGGGG G G G G G G GGGGGGGGGGGGGGGGGGGGSSSSSSSSSSWGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSS SS SS SS SS SS SS SSSSSSSSWWWWWFWSOIL RESTRICTION ZONESOIL RESTRICTION ZONETD-03RIM: 751.12INV: 748.45MH-06RIM: 750.25INV: 746.20MH-02RIM: 749.80INV: 743.10CI-09RIM: 749.80INV: 746.55TD-04RIM: 749.35INV: 746.68DI-05RIM: 749.20INV: 745.48CI-07RIM: 749.08INV: 745.84MH-08RIM: 748.86INV: 746.36EX SSMH-08RIM: 759.40INV: 748.75SSMH-07RIM: 758.42INV: 748.62SSMH-06RIM: 755.80INV: 747.76SSMH-10RIM: 753.95INV: 746.28SSMH-11RIM: 753.92INV: 746.60SSMH-04RIM: 753.12INV: 745.10SSMH-02RIM: 752.55INV: 744.54SSMH-09RIM: 751.45INV: 747.32SSMH-05RIM: 751.00INV: 746.04SSMH-05ARIM: 750.60INV: 746.41REVISIONS: 223 N Graham Street Charlotte, NC 28202 V: 704.333.0325 F: 704.332.3246 www.LandDesign.com ATHERTON MILL MIXED USE DEVELOPMENT EMP SCREENING WORK PLAN0'15'15'30'60'ABC123456789101112DEFGHIJKLMNOPQRNOTES1.BASED ON RESULTS OF SCREENING, SAMPLES WILL BETAKEN PER REQUIREMENTS OF ENVIRONMENTALMANAGEMENT PLAN.2.IN THE AREA OUTSIDE THE SOIL RESTRICTION ZONE, THECONTRACTOR SHALL FOLLOW THE ENVIRONMENTALCONTINGENCY PLAN.LEGENDGRID SCREENING: 0-5'GRID SCREENING: 0-5' AND 5-8'TRENCH SCREENING: 0-5'TRENCH SCREENING: 0-5' (AND 5'-DEPTH NOTED IF INDICATED ON PLAN)TRENCH SCREENING: 0-5' (AND 5-DEPTH NOTED IF INDICATED ON PLAN)GRID AND/OR TRENCH SCREENING SAMPLE < 10 PPMAREA WHERE AFFECTED SOIL RE-USED AT PROPERTYEX BUILDING TOBE DEMOLISHEDFFE: 754.8FFE: 755.33FFE: 754.00FFE: 752.75FFE: 751.50FFE: 750.50CRANEPADBOT: ±743BOT FTG:748.50BOT FTG:748.33BOT FTG:747.75BOT FTG:747.16BOT FTG:747.83BOT FTG:748.50BOT FTG:747.50BOT FTG:747.25BOT FTG:748.33BOT FTG:747.17BOT FTG:747.25BOT FTG:746.50BOT FTG:747.33BOT FTG:745.83BOT FTG:747.00BOT FTG:749.50BOT FTG:748.25BOT FTG:747.67BOT FTG:751.0BOT FTG:748.84BOT FTG:747.84BOT FTG:747.33BOT FTG:748.00BOT FTG:744.50BOT FTG:744.50BOT FTG:747.33BOT FTG:747.67BOT FTG:747.33BOT FTG:748.25BOT FTG:752.5BOT FTG:749.33BOT FTG:748.75BOT FTG:746.58BOT FTG:746.0BOT FTG:747.0BOT FTG:752.5BOT FTG:749.75BOT FTG:748.75BOT FTG:748.25BOT FTG:749.42BOT FTG:749.25BOT FTG:749.75BOT FTG:750.75BOT FTG:750.16BOT FTG:750.16BOT FTG:749.0BOT FTG:749.58BOT FTG:749.08BOT FTG:751.83BOT FTG:751.255'-8'5'-8'5'-8'5'-8'5'-6'5'-8'5'-10'5'-8'5'-8'EX. BUILDINGTO REMAINFFE: 752.00SB-29SB-28SB-32SB-35SB-42SB-41SB-43SB-45SB-52SB-55SB-54SB-51SB-53SB-46SB-48SB-56SB-57SB-58SB-34SB-37SB-40SB-47SB-19SB-18SB-14SB-22SB-20SB-36SB-26SB-17SB-15SB-13SB-11SB-38SB-44SB-49SB-25SB-21SB-23SB-24SB-27SB-19SB-30SB-31SB-33SB-39SB-16SB-12SB-9SB-7SB-2SB-1SB-4SB-3SB-10SB-8SB-6SB-5SB-50SB-59SB-60SB-62SB-63SB-90SB-76SB-77SB-78SB-79SB-80SB-81SB-82SB-83SB-84SB-61SB-64SB-65SB-66SB-67SB-68SB-69SB-70SB-71SB-73SB-74SB-75SB-85SB-86SB-87SB-89SB-88SB-72SB-91SB-92SB-93SB-94SB-95SB-96SB-97SB-98SB-99SB-100SB-104SB-105SB-106SB-103SB-102SB-101AREA BAREA A12/11/2017