FIGURES AND TABLES - Gordon Johnson Architecture

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Terminal ImprovementsFayetteville Regional AirportFayetteville, North CarolinaGeoTechnologies Project No. 1-15-0630-EAPrepared For:Talbert & Bright, Inc.4810 Shelley DriveWilmington, North Carolina 28405October 30, 2015

FIGURES AND TABLES

FIGURE No: 1AJOB No: 1-15-0630-EAB-1.3Terminal ImprovementsFayetteville Regional AirportFayetteville, North CarolinaB-1.4B-1.1B-7SCALE: As ShownB-3B-4.2B-6PROJECT:B-2B-4.1B-8B-1.2ReMi

FIGURE No: 1AB-12B-18JOB No: 1-15-0630-EAB-13Terminal ImprovementsFayetteville Regional AirportFayetteville, North CarolinaB-17B-16B-14B-15SCALE: As ShownB-19PROJECT:B-20B-21

FAY Terminal ImprovementsFayetteville, 75180185190195Elevation 19B-1.234176392086512B-1.1FIGURE No: 2AJOB No:1-15-0630-EASCALE: As ShownGENERALIZED SUBSURFACE PROFILECave DepthGroundwater at Time of Boring8 Standard Penetration ResistanceConcreteModerate Plasticity ClayAsphaltHigh Plasticity Silt to ClayInterlayered Sand and ClaySilty SandPoorly-graded SandLEGEND

B-21021FAY Terminal ImprovementsFayetteville, on 410712B-4.2FIGURE No: 2BJOB No:1-15-0630-EASCALE: As ShownGENERALIZED SUBSURFACE PROFILECave DepthGroundwater at Time of Boring8 Standard Penetration ResistanceAsphaltSilty SandModerate Plasticity ClayClayey SandCABC StonePoorly-graded SandConcreteLEGEND

IGURE No: 2CJOB No:1-15-0630-EASCALE: As ShownGENERALIZED SUBSURFACE PROFILE11FAY Terminal ImprovementsFayetteville, NCPROJECT:140145150155160165170175180185Elevation (Feet)Cave DepthGroundwater at Time of Boring8 Standard Penetration ResistanceModerate Plasticity ClayClayey SandHigh Plasticity ClaySilty SandPoorly-graded SandAsphaltLEGEND

11743B-2012562B-21FAY Terminal ImprovementsFayetteville, NCPROJECT:1211109876543210B-19Depth 4514410144B-1861753FIGURE No: 2DJOB No:1-15-0630-EASCALE: As ShownB-17GENERALIZED SUBSURFACE PROFILECave DepthGroundwater at Time of Boring8 Standard Penetration ResistanceHigh Plasticity ClayLow Plasticity ClayClayey SandSilty SandPoorly-graded SandLEGEND

TABLE 1GROUNDWATER AND CAVE DEPTH SUMMARYTerminal ImprovementsFayetteville Regional AirportFayetteville, North CarolinaGeoTechnologies Project No. 1-15-0630-EABoringCave Depth rDepth (ft)18.4-EstimatedGroundwaterDepth (ft)232325202018171717-

OptimumDry DensityMoisture 2.833.8PlasticityCBR @ 0.1"IndexTerminal ImprovementsFayetteville Regional AirportFayetteville, North CarolinaGeoTechnologies Project No. 1-15-0630-EASUMMARY OF LABORATORY TESTSTABLE 233.335.837.932.6CBR 00Unified SoilSieve (%)Class.

TABLE 3NATURAL MOISTURE CONTENT SUMMARYTerminal ImprovementsFayetteville Regional AirportFayetteville, North CarolinaGeoTechnologies Project No. 1-15-0630-EABoringDepth (ft)Natural Moisture Content 12BͲ121 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 56 Ͳ 7.51 Ͳ 2.53.5 Ͳ 56 Ͳ 7.58.5 Ͳ 101 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.51 Ͳ 2.51 Ͳ 2.51 Ͳ 2.51 Ͳ 2.53.5 Ͳ 6.35.17.011.3BoringDepth (ft)Natural Moisture Content �17BͲ18BͲ18BͲ19BͲ19BͲ20BͲ20BͲ21BͲ211 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 51 Ͳ 2.53.5 Ͳ 7.97.1

LABORATORY DATA

GeoTechnologies, Inc.JOB #:1-15-0630-EADATE:10/12/2015NOTES:CBR DATA SHEETJOB NAME:FAY Terminal ImprovementsB-7SAMPLE I.D.:PROCTOR DATA:Opt. Moisture 13.2%SOIL DESCRIPTION:Max. Dry Density 113.3ASTM D-698PCFSwell DataWET DENSITY127.8 lbs./cu.ft.DRY DENSITY113.3 lbs./cu.ft.LOAD CELL1.0-4.0'Brown Slightly Silty Medium to Fine Sand12.8%% COMPACTIONDepth:TEST PROCEDURE:CBR SPECIMEN DATAMOISTURE CONTENTASTM D-1883100.0 %5000 LB.Initial ReadingFinal ReadingMold Height% Swell0.4380.4384.5930.00RATE OF DEFORMATIONSURCHARGE USED.05 in./min.10 lbs.700.00600.00Stress 200.300.40Penetration (in.)CBR @ 0.1"CBR @ 0.2"% SWELL18.333.30.00.500.60

GeoTechnologies, Inc.JOB #:1-15-0630-EADATE:10/12/2015NOTES:CBR DATA SHEETJOB NAME:FAY Terminal ImprovementsB-12SAMPLE I.D.:PROCTOR DATA:Opt. Moisture 12.5%SOIL DESCRIPTION:Max. Dry Density 115.0ASTM D-698PCFSwell DataWET DENSITY129.7 lbs./cu.ft.DRY DENSITY115.0 lbs./cu.ft.LOAD CELL1.0-4.0'Brown Slightly Silty Medium to Fine Sand12.8%% COMPACTIONDepth:TEST PROCEDURE:CBR SPECIMEN DATAMOISTURE CONTENTASTM D-1883100.0 %5000 LB.Initial ReadingFinal ReadingMold Height% Swell0.0790.0794.5940.00RATE OF DEFORMATIONSURCHARGE USED.05 in./min.10 lbs.800.00700.00Stress 0.100.200.300.40Penetration (in.)CBR @ 0.1"CBR @ 0.2"% SWELL22.035.80.00.500.60

GeoTechnologies, Inc.J OB #:1-15-0630-EADATE:10/12/2015NOTES:CBR DATA SHEETJOB NAME:FAY Terminal ImprovementsB-17SAMPLE I.D.:PROCTOR DATA:Opt. Moisture Depth:TEST PROCEDURE:11.6%SOIL DESCRIPTION:Max. Dry Density 117.0ASTM D-698PCFSwell Data11.7%WET DENSITY130.7 lbs./cu.ft.DRY DENSITY117.0 lbs./cu.ft.% COMPACTION1.0-4.0'Brown Silty Medium to Fine SandCBR SPECIMEN DATAMOISTURE CONTENTLOAD CELLASTM D-1883100.0 %5000 LB.Initial ReadingFinal ReadingMold Height% Swell0.0490.0494.5880.00RATE OF DEFORMATIONSURCHARGE USED.05 in./min.10 lbs.900.00800.00Stress 000.000.100.200.300.40Penetration (in.)CBR @ 0.1"CBR @ 0.2"% SWELL22.837.90.00.500.60

GeoTechnologies, Inc.JOB #:1-15-0630-EADATE:10/12/2015NOTES:CBR DATA SHEETJOB NAME:FAY Terminal ImprovementsB-21SAMPLE I.D.:PROCTOR DATA:Opt. Moisture 12.5%SOIL DESCRIPTION:Max. Dry Density 114.0ASTM D-698PCFSwell DataWET DENSITY128.0 lbs./cu.ft.DRY DENSITY114.0 lbs./cu.ft.LOAD CELL1.0-4.0'Brown Slightly Silty Medium to Fine Sand12.3%% COMPACTIONDepth:TEST PROCEDURE:CBR SPECIMEN DATAMOISTURE CONTENTASTM D-1883100.0 %5000 LB.Initial ReadingFinal ReadingMold Height% Swell0.3820.3824.5950.00RATE OF DEFORMATIONSURCHARGE USED.05 in./min.10 lbs.600.00Stress 200.300.40Penetration (in.)CBR @ 0.1"CBR @ 0.2"% SWELL33.832.60.00.500.60

Percent Finer By Weight61.0-4.0'3/4"FINE10 87.3Nat. W.C.GRAVEL2Elev./DepthCOARSE41"1/2"FAY Terminal ImprovementsFayetteville, NCProject:B-7Boring No.0100 81020304050607080901003/8"64NPNPNPL.L. P.L. P.I.COARSE#428MEDIUM1#2042#60SANDDate Recieved: 10/1/20151-15-0630-EA4Date: 10/30/15 Dates Tested: 10/1-10/6/2015Job No.:Brown Slightly Silty Medium to Fine SandFINE6#2000.1 8#100Grain Size In Millimeters6#40Soil Description or Classification#10U.S. Standard Sieve SizesFINES0.01 864CLAY SIZES20.001 83200 Wellington Court, Suite 108Raleigh, NC 27615GRAIN SIZE DISTRIBUTIONSILT SIZES26

Percent Finer By Weight61.0-4.0'3/4"FINE10 88.8Nat. W.C.GRAVEL2Elev./DepthCOARSE41"1/2"FAY Terminal ImprovementsFayetteville, NCProject:B-12Boring No.0100 81020304050607080901003/8"64NPNPNPL.L. P.L. P.I.COARSE#428MEDIUM1#2042#60SANDDate Recieved: 10/1/20151-15-0630-EA4Date: 10/30/15 Dates Tested: 10/1-10/6/2015Job No.:Brown Slightly Silty Medium to Fine SandFINE6#2000.1 8#100Grain Size In Millimeters6#40Soil Description or Classification#10U.S. Standard Sieve SizesFINES0.01 864CLAY SIZES20.001 83200 Wellington Court, Suite 108Raleigh, NC 27615GRAIN SIZE DISTRIBUTIONSILT SIZES26

Percent Finer By Weight61.0-4.0'3/4"FINE10 86.8Nat. W.C.GRAVEL2Elev./DepthCOARSE41"1/2"FAY Terminal ImprovementsFayetteville, NCProject:B-17Boring No.0100 81020304050607080901003/8"64NPNPNPL.L. P.L. P.I.COARSE#428MEDIUM1#2042#60SANDDate Recieved: 10/1/20151-15-0630-EA4Date: 10/30/15 Dates Tested: 10/1-10/6/2015Job No.:Brown Silty Medium to Fine SandFINE6#2000.1 8#100Grain Size In Millimeters6#40Soil Description or Classification#10U.S. Standard Sieve SizesFINES0.01 864CLAY SIZES20.001 83200 Wellington Court, Suite 108Raleigh, NC 27615GRAIN SIZE DISTRIBUTIONSILT SIZES26

Percent Finer By Weight61.0-4.0'3/4"FINE10 88.2Nat. W.C.GRAVEL2Elev./DepthCOARSE41"1/2"FAY Terminal ImprovementsFayetteville, NCProject:B-21Boring No.0100 81020304050607080901003/8"64NPNPNPL.L. P.L. P.I.COARSE#428MEDIUM1#2042#60SANDDate Recieved: 10/1/20151-15-0630-EA4Date: 10/30/15 Dates Tested: 10/1-10/6/2015Job No.:Brown Slightly Silty Medium to Fine SandFINE6#2000.1 8#100Grain Size In Millimeters6#40Soil Description or Classification#10U.S. Standard Sieve SizesFINES0.01 864CLAY SIZES20.001 83200 Wellington Court, Suite 108Raleigh, NC 27615GRAIN SIZE DISTRIBUTIONSILT SIZES26

135Job No: 1-15-0630-EADate:Job Name: FAY Terminal ImprovementsJob Location: Fayetteville, NCB-7Boring No:Sample No:1.0-4.0'Depth:13012510/30/15TEST RESULTSMethod of Test:DRY DENSITY (Pounds Per Cubic Foot)120115ASTM D 698Maximum Dry Density:113.3 PCFOptimum Moisture Content:13.2%Natural Moisture Content:7.3%Atterberg Limits:LLNPPI NPSoil Description: Brown Slightly Silty Mediumto Fine Sand110Date Recieved: 10/1/2015Dates Tested: 10/1-10/6/2015105100CURVES OF 100% SATURATION95FOR SPECIFIC GRAVITY EQUAL TO:2.802.70902.60858075051015202530WATER CONTENT (Percent Dry Weight)MOISTURE-DENSITY RELATIONSHIP3200 Wellington Court, Suite 108Raleigh, NC 27615354045

135Job No: 1-15-0630-EADate:Job Name: FAY Terminal ImprovementsJob Location: Fayetteville, NCB-12Boring No:Sample No:1.0-4.0'Depth:13012510/30/15TEST RESULTSMethod of Test:DRY DENSITY (Pounds Per Cubic Foot)120115ASTM D 698Maximum Dry Density:115.0 PCFOptimum Moisture Content:12.5%Natural Moisture Content:8.8%Atterberg Limits:LLNPPI NPSoil Description: Brown Slightly Silty Mediumto Fine Sand110Date Recieved: 10/1/2015Dates Tested: 10/1-10/6/2015105100CURVES OF 100% SATURATION95FOR SPECIFIC GRAVITY EQUAL TO:2.802.70902.60858075051015202530WATER CONTENT (Percent Dry Weight)MOISTURE-DENSITY RELATIONSHIP3200 Wellington Court, Suite 108Raleigh, NC 27615354045

135Job No: 1-15-0630-EADate:Job Name: FAY Terminal ImprovementsJob Location: Fayetteville, NCB-17Boring No:Sample No:1.0-4.0'Depth:13012510/30/15TEST RESULTSMethod of Test:DRY DENSITY (Pounds Per Cubic Foot)120115ASTM D 698Maximum Dry Density:117.0 PCFOptimum Moisture Content:11.6%Natural Moisture Content:6.8%Atterberg Limits:LLNPPI NPSoil Description: Brown Silty Medium to FineSand110Date Recieved: 10/1/2015Dates Tested: 10/1-10/6/2015105100CURVES OF 100% SATURATION95FOR SPECIFIC GRAVITY EQUAL TO:2.802.70902.60858075051015202530WATER CONTENT (Percent Dry Weight)MOISTURE-DENSITY RELATIONSHIP3200 Wellington Court, Suite 108Raleigh, NC 27615354045

135Job No: 1-15-0630-EADate:Job Name: FAY Terminal ImprovementsJob Location: Fayetteville, NCB-21Boring No:Sample No:1.0-4.0'Depth:13012510/30/15TEST RESULTSMethod of Test:DRY DENSITY (Pounds Per Cubic Foot)120115ASTM D 698Maximum Dry Density:111.0 PCFOptimum Moisture Content:12.0%Natural Moisture Content:8.2%Atterberg Limits:LLNPPI NPSoil Description: Brown Slightly Silty Mediumto Fine Sand110Date Recieved: 10/1/2015Dates Tested: 10/1-10/6/2015105100CURVES OF 100% SATURATION95FOR SPECIFIC GRAVITY EQUAL TO:2.802.70902.60858075051015202530WATER CONTENT (Percent Dry Weight)MOISTURE-DENSITY RELATIONSHIP3200 Wellington Court, Suite 108Raleigh, NC 27615354045

BORING RECORDS

Job Name: FAY Terminal ImprovementsNC State Plane Coordinates:N:E:Location: Fayetteville, NCBoring Name: B-1.1Job Number: 1-15-0630-EAMaterial Description(0-3 ft) Medium Dense to Loose Tan Fine SANDUSCSApprox.Elev. (ft)Depth (ft)Date Drilled:Penetration (Blows/ft)01030507090Blows PerSix Inches& (N-Value)SP5-6-6 (12)180(3-12 ft) Loose Orange Tan Slightly Clayey Silty FineSANDSM2-2-3 (5)52-3-3 (6)1753-4-4 (8)10170(12-22 ft) Loose to Medium Dense Tan medium toFine SANDSP4-8-12 (20)151654-4-5 (9)20160(22-27 ft) Very Loose White Orange Coarse to FineSAND w/ Clay SeamsSP2-2-1 (3)25155(27-33 ft) Loose Coarse Brown SANDSP1-3-3 (6)30150(33-37 ft) Very Stiff Black Clayey Silty to Silty CLAY w/Sand SeamsCHMH(37-40 ft) Dense Dark Gray Medium SANDSP351453-5-12 (17)7-13-21 (34)40Boring terminated at 40 ft.Groundwater estimated at 23 ft.Caved at 17.75 ft at 24 hours140Notes:Page 1 of 13200 Wellington Court, Suite 108Raleigh, NC 27615GW/CaveTest Boring Record

Job Name: FAY Terminal ImprovementsNC State Plane Coordinates:N:E:Location: Fayetteville, NCBoring Name: B-1.2Job Number: 1-15-0630-EAMaterial Description(0-0.2 ft) 2.5 inches Asphalt(0.2-8 ft) Medium Dense to Loose Tan Fine SANDUSCSApprox.Elev. (ft)Depth (ft)Date Drilled:Penetration (Blows/ft)01030507090Blows PerSix Inches& (N-Value)SP6-10-9 (19)52-3-3 (6)1802-3-3 (6)(8-18 ft) Loose Orange Tan Silty Fine SAND10175151703-4-4 (8)3-5-5 (10)(18-22 ft) Medium Dense Yellow White Fine SAND20SMSP6-5-7 (12)165(22-28 ft) Loose Light Gray Tan Medium to FineSAND w/ Clay SeamsSP2-2-2 (4)2530160(28-33 ft) Very Loose Brown Slightly Silty CoarseSAND w/ GravelSP(33-40 ft) Medium Dense Orange Brown MediumSANDSPWoH/18"(WoH/18")15535150401452-5-6 (11)3-4-6 (10)Boring terminated at 40 ft.Groundwater estimated at 23 ft.Caved at 19 ft at 24 hoursNotes:Page 1 of 13200 Wellington Court, Suite 108Raleigh, NC 27615GW/CaveTest Boring Record

Job Name: FAY Terminal ImprovementsNC State Plane Coordinates:N:E:Location: Fayetteville, NCBoring Name: B-1.3Job Number: 1-15-0630-EAMaterial Description(0-12 ft) Medium Dense to Loose Tan Fine SANDUSCSApprox.Elev. (ft)Depth (ft)Date Drilled:Penetration (Blows/ft)01030507090Blows PerSix Inches& (N-Value)SP5-7-8 (15)

GeoTechnologies Project No. 1-15-0630-EA Prepared For: Talbert & Bright, Inc. 4810 Shelley Drive Wilmington, North Carolina 28405 October 30, 2015 . FIGURES AND TABLES . B-1.1 B-1.2 B-1.3 B-1.4 B-4.2 B-4.1 B-3 B-2 B-6 B-7 B-8 ReMi PROJECT: Terminal Improvements Fayetteville, North Carolina SCALE: As Shown JOB No: 1-15-0630-EA FIGURE No: 1A Fayetteville Regional Airport. B-12 B-13 B