Text

Enclosure 25 - Response to Request for Additional Information, Boring Logs
	ML20353A328
Person / Time
Site:	Westinghouse
Issue date:	12/18/2020
From:	; Westinghouse
To:	; Office of Nuclear Material Safety and Safeguards
Shared Package
ML20353A275	List: ML20353A276; ML20353A277; ML20353A278; ML20353A279; ML20353A280; ML20353A281; ML20353A282; ML20353A283; ML20353A284; ML20353A286; ML20353A287; ML20353A288; ML20353A289; ML20353A290; ML20353A291; ML20353A292; ML20353A293; ML20353A294; ML20353A295; ML20353A296; ML20353A297; ML20353A324; ML20353A327; ML20353A328; ML20353A329; ML20353A334; ML20353A335; ML20353A336;
References
	LTR-RAC-20-94, EPID L-201-RNW-0016
	Download: ML20353A328 (71)
	v • d • e

{{#Wiki_filter:WESTINGHOUSE NON-PROPRIETARY CLASS 3 5 to LTR-RAC-20-94 Date: December 18, 2020 5 Response to Request for Additional Information Boring Logs

SANDY SILT, with clay, dark grayish brown, hard FINE TO COARSE SAND, with silt, and fine gravel, light gray, loose FINE TO COARSE SAND, with silt, white, medium dense SILTY CLAY, with coarse gravel, light brownish gray, very stiff CLAYEY FINE TO MEDIUM SAND, grayish brown, loose (Coastal Plain) SANDY CLAY, light brownish gray, very stiff to hard CLAYEY FINE TO COARSE SAND, light gray, medium dense FINE TO COARSE GRAVEL, with pieces of large root, gray and black, very loose SILTY CLAY, trace fine sand, light gray, stiff SANDY CLAY, with fine gravel, grayish brown, very stiff HS SS HS SS HS SS SS SS HS SS HS HS HS HS SS SS HS SS HS SS HS SS HS 22 27 32 37 42 12 65% Fines 8 47 2200 17 4500* 2500* 2500* 4500* 2000* 4500* 3 WL CL PROJECT 7-10-08

Calibrated Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft RIG LOG OF BORING NO. SB-1 JOB #

5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. WESTINGHOUSE FACILITY EXPANSION BORING COMPLETED SITE Page 1 of 2 BORING STARTED CME-55 Continued Next Page 7-10-08 USCS SYMBOL DEPTH, ft. RECOVERY, in. SPT - N BLOWS / ft. DRY UNIT WT pcf GRAPHIC LOG SAMPLES WATER CONTENT, % TYPE NUMBER 5 10 15 20 25 30 35 40 45 TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 HW TESTS WL WL WL 13 CLIENT ASZ FOREMAN 73075078A WESTINGHOUSE ELECTRIC COMPANY APPROVED DESCRIPTION 9 22 35 16 2 11 11 10 10 14 55 UNCONFINED STRENGTH, psf 17 3 21 9 2 4 5 6 7 8 9 1 ~ ~ .. '11, ~ ~ 'Sl. ~ ~ ~ ~ v v ~ ~ ~ ~ ~ ~ ~ 'Sl. .Y llerracan

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SS SS HS SS HS SS HS HS HS SS 14 SS 12 BORING TERMINATED 4000* SILTY FINE TO MEDIUM SAND, light gray, dense CLAYEY FINE TO MEDIUM SAND, light gray, very dense SILTY CLAY, trace fine sand, gray, hard to very stiff SILTY CLAY, trace fine sand, gray to brownish gray, hard to very stiff 75 72 67 57 4500* 4500* 4500* 1500* 13 73075078A FOREMAN HW ASZ APPROVED CLIENT 13 Page 2 of 2 GRAPHIC LOG JOB # LOG OF BORING NO. SB-1 RIG WL WL WL TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 50 55 60 65 70 75 NUMBER TYPE WATER CONTENT, % USCS SYMBOL SAMPLES WESTINGHOUSE ELECTRIC COMPANY DRY UNIT WT pcf SPT - N BLOWS / ft. RECOVERY, in. DEPTH, ft. WL WESTINGHOUSE FACILITY EXPANSION The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA DESCRIPTION UNCONFINED STRENGTH, psf 47 57 50/4" 56 13 28 17 16 TESTS WATER LEVEL OBSERVATIONS, ft

Calibrated Pocket Penetrometer 7-10-08 SITE BORING COMPLETED 7-10-08 CME-55 BORING STARTED 15 PROJECT v

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SILTY CLAY, trace fine sand, gray to dark gray, hard to very stiff CLAYEY FINE TO MEDIUM SAND, light brownish gray to tannish gray, dense to medium dense SILTY FINE SAND, light gray, medium dense (Coastal Plain) SILTY CLAY, trace fine sand, light brownish gray, very stiff SANDY CLAY, light grayish brown, hard SILTY FINE SAND, light brownish gray, medium dense FINE SAND, with silt, light tannish brown, loose FINE TO MEDIUM SAND, trace silt, light gray, medium dense SILTY FINE SAND, grayish brown, very dense HS SS HS SS HS CL HS SS SS HS SS HS SS HS HS HS SS HS SS HS SS HS SS SS 8 17 22 27 32 37 LL=39 PI=15 4500* 42 3 4500* 4000* 4500* 1850 4500* 4500* 1500* PROJECT 7-10-08

Calibrated Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft Page 1 of 2 BORING COMPLETED RIG LOG OF BORING NO. SB-2 JOB #

GRAPHIC LOG 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA WL Continued Next Page WESTINGHOUSE FACILITY EXPANSION SITE CME-55 7-10-08 BORING STARTED USCS SYMBOL RECOVERY, in. SPT - N BLOWS / ft. DRY UNIT WT pcf SAMPLES WATER CONTENT, % TYPE NUMBER 5 10 15 20 25 30 35 40 45 TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 WL WL WL 13 CLIENT APPROVED ASZ DEPTH, ft. FOREMAN 73075078A WESTINGHOUSE ELECTRIC COMPANY HW 28 10 The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 1 69 25 17 20 29 14 9 29 63 11 UNCONFINED STRENGTH, psf TESTS DESCRIPTION 20 6 2 3 4 39 5 7 8 9 10 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'Sl. 1---------t=--: ------+=-~------1 lerr acan------,c----- BMC

HS SS HS SS HS SS HS SS BORING TERMINATED SS SS HS 12 SILTY CLAY, with fine sand, gray, hard 4500* 75 SILTY FINE SAND, gray, very dense SILTY CLAY, trace fine sand, gray to dark gray, hard SILTY CLAY, trace fine sand, gray to dark gray, hard to very stiff 72 67 57 4500* 4500* 4500* 4500* 2000* 13 73075078A FOREMAN HW ASZ APPROVED CLIENT 13 Page 2 of 2 GRAPHIC LOG JOB # LOG OF BORING NO. SB-2 RIG WL WL WL TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 50 55 60 65 70 75 NUMBER TYPE WATER CONTENT, % USCS SYMBOL SAMPLES WESTINGHOUSE ELECTRIC COMPANY DRY UNIT WT pcf SPT - N BLOWS / ft. RECOVERY, in. DEPTH, ft. WATER LEVEL OBSERVATIONS, ft The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA DESCRIPTION UNCONFINED STRENGTH, psf SITE 50/5" 50/5.5" 50/4.5" 50 13 45 17 16 15 TESTS 14

Calibrated Pocket Penetrometer 7-10-08 PROJECT WESTINGHOUSE FACILITY EXPANSION WL BORING COMPLETED 7-10-08 CME-55 BORING STARTED

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HS CLAYEY FINE TO MEDIUM SAND, light gray, medium dense TOPSOIL SILTY FINE TO MEDIUM SAND, orangish brown and brownish gray, dense SS SILTY CLAY, trace fine sand, light brownish gray, very stiff SILTY FINE TO MEDIUM SAND, no, pale grayish brown, medium dense SILTY FINE TO MEDIUM SAND, with clay, pale gray, medium dense FINE TO MEDIUM SAND, with silt, pale brownish gray, medium dense SILTY CLAY, trace fine sand, light gray, hard SANDY CLAY, light brownish gray, very stiff to hard (Coastal Plain) HS SS HS HS SS HS HS SS HS SS HS SS SS SS SS HS SS HS SS HS HS 12 22 27 32 37 5.5 0.2 8 3000* 4500* 4000* 4000* 4000* RIG

Calibrated Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft WL PROJECT LOG OF BORING NO. SB-3 JOB #

GRAPHIC LOG WESTINGHOUSE FACILITY EXPANSION SITE BORING STARTED 7-14-08 Continued Next Page 7-14-08 BORING COMPLETED CME-55 USCS SYMBOL Page 1 of 2 SPT - N BLOWS / ft. DRY UNIT WT pcf DEPTH, ft. SAMPLES WATER CONTENT, % TYPE NUMBER 5 10 15 20 25 30 35 40 45 TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 WL WL WL 13 CLIENT APPROVED ASZ RECOVERY, in. FOREMAN 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA 73075078A WESTINGHOUSE ELECTRIC COMPANY HW 1 2 4 16 15 21 20 18 49 33 30 UNCONFINED STRENGTH, psf TESTS DESCRIPTION 45 9 The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 5 6 7 26 8 3 10 11 14 \\ I ~ ~ 'Sl. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'Sl. .Y llerracan

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SS SS HS SS HS HS HS SS HS SS SS 14 12 BORING TERMINATED CLAYEY SILT, trace fine sand, light gray, hard SILTY CLAY, trace fine sand, gray, hard CLAYEY SILT, with fine sand, dark gray, hard SILTY CLAY, trace fine sand, light gray, hard 15 75 67 57 52 4000* 3500* 13 73075078A FOREMAN HW ASZ APPROVED CLIENT 13 WL WL WL Page 2 of 2 GRAPHIC LOG JOB # LOG OF BORING NO. SB-3 RIG TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 50 55 60 65 70 75 NUMBER TYPE WATER CONTENT, % USCS SYMBOL SAMPLES WESTINGHOUSE ELECTRIC COMPANY DRY UNIT WT pcf SPT - N BLOWS / ft. RECOVERY, in. DEPTH, ft. UNCONFINED STRENGTH, psf WESTINGHOUSE FACILITY EXPANSION The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA TESTS BORING STARTED 50/5" 68 65 37 38 41 17 DESCRIPTION 16 WL WATER LEVEL OBSERVATIONS, ft

Calibrated Pocket Penetrometer SITE PROJECT BORING COMPLETED 7-14-08 CME-55 7-14-08

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SILTY CLAY, trace fine sand, gray, hard SANDY CLAY, light gray, very stiff SILTY CLAY, trace fine sand, light grayish brown, very stiff FINE TO COARSE SAND, with silt, light gray, medium dense TOPSOIL CLAYEY SILT, with fine sand, pale grayish brown, very stiff (Coastal Plain) CLAYEY SILT, with fine sand, light brownish gray to light grayish orange, very stiff SANDY CLAY, light brownish gray, very stiff SILTY CLAY, with fine sand, light brownish gray, very stiff to hard SANDY CLAY, light brownish gray, hard HS SS HS SS HS SS SS SS HS SS HS HS HS HS SS SS HS SS HS SS HS SS HS 22 27 32 37 42 47 LL=51 PI=18 3 74% Fines 4500* 12 4000* 8 3000* 1250* 4500* 1750* 4500* 0.2 WL BORING COMPLETED PROJECT 7-11-08

Calibrated Pocket Penetrometer GRAPHIC LOG WATER LEVEL OBSERVATIONS, ft 7-11-08 RIG LOG OF BORING NO. SB-4 JOB #

DESCRIPTION SITE MH 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. BORING STARTED CME-55 Continued Next Page WESTINGHOUSE FACILITY EXPANSION USCS SYMBOL DEPTH, ft. RECOVERY, in. SPT - N BLOWS / ft. DRY UNIT WT pcf SAMPLES WATER CONTENT, % TYPE NUMBER 5 10 15 20 25 30 35 40 45 TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 HW Page 1 of 2 WL WL WL 13 CLIENT ASZ FOREMAN 73075078A WESTINGHOUSE ELECTRIC COMPANY TESTS APPROVED 16 17 20 18 15 19 10 30 9 14 15 42 UNCONFINED STRENGTH, psf 30 2 25 11 1 3 4 5 6 7 8 29 \\ I \\ I I 'Sl. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v v v v v v ~ ~ ~ ~ v v 'Sl. _y llerracan

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SS HS HS SS HS SS HS SS HS 16 17 16 15 14 13 12 SS SS BORING TERMINATED SILTY CLAY, trace fine sand, gray to light gray, very stiff to hard SANDY SILT, dark gray, hard 29 75 52 4500* 4500* 4500* 3000* 1250* 13 WESTINGHOUSE ELECTRIC COMPANY 73075078A FOREMAN HW ASZ CLIENT WL WL WL Page 2 of 2 GRAPHIC LOG 50/5" APPROVED TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 50 55 60 65 70 75 NUMBER TYPE WATER CONTENT, % USCS SYMBOL DRY UNIT WT pcf SPT - N BLOWS / ft. RECOVERY, in. DEPTH, ft. SAMPLES BORING STARTED SITE WESTINGHOUSE FACILITY EXPANSION The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. DESCRIPTION TESTS UNCONFINED STRENGTH, psf 50/5.5" 50/5" 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA 7-11-08 JOB # LOG OF BORING NO. SB-4 RIG WL WATER LEVEL OBSERVATIONS, ft CME-55 50/5.5" PROJECT BORING COMPLETED 7-11-08

Calibrated Pocket Penetrometer

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SILTY FINE SAND, dark brownish gray, very dense FINE TO COARSE SAND, with silt, light tannish gray, medium dense FINE TO MEDIUM SAND, with silt, tannish gray, medium dense SANDY CLAY, tannish brown, very stiff TOPSOIL SANDY CLAY, light grayish brown, very stiff to hard (Coastal Plain) SANDY CLAY, blackish brown, very stiff SILTY CLAY, with fine sand, light brownish gray, very stiff SILTY CLAY, with fine sand, light grayish brown, hard SANDY CLAY, blackish brown and grayish brown, hard HS SS HS SS HS SS SS SS HS SS HS HS HS HS SS SS HS SS HS SS HS SS HS 17 22 27 37 42 8 5.5 47 4500* 12 3000* 3000* 2500* 4500* 3500* 2000* 0.3 WL PROJECT 7-11-08

Calibrated Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft RIG LOG OF BORING NO. SB-5 JOB #

5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. WESTINGHOUSE FACILITY EXPANSION BORING COMPLETED SITE Page 1 of 2 BORING STARTED CME-55 Continued Next Page 7-11-08 USCS SYMBOL DEPTH, ft. RECOVERY, in. SPT - N BLOWS / ft. DRY UNIT WT pcf GRAPHIC LOG SAMPLES WATER CONTENT, % TYPE NUMBER 5 10 15 20 25 30 35 40 45 TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 HW DESCRIPTION WL WL WL 13 CLIENT ASZ FOREMAN 73075078A WESTINGHOUSE ELECTRIC COMPANY APPROVED 19 25 20 19 30 73 11 21 10 26 80 UNCONFINED STRENGTH, psf TESTS 15 3 21 26 2 4 5 6 7 8 9 1 \\ ~ ~ ~ ~ ~ 'Sl. ~ ~ ~ ~ ~ ~ 'Sl. .Y llerracan

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SS 15 50/5.5" 50/5" 73 37 25 26 16 14 13 12 HS 17 HS UNCONFINED STRENGTH, psf SS HS SS HS SS HS SS BORING TERMINATED SILTY CLAY, trace fine sand, light gray to gray, very stiff to hard 75 4500* SS APPROVED WESTINGHOUSE ELECTRIC COMPANY 73075078A FOREMAN ASZ CLIENT 13 WL WL WL HW TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 50 55 60 65 70 75 NUMBER TYPE WATER CONTENT, % SAMPLES DRY UNIT WT pcf SPT - N BLOWS / ft. RECOVERY, in. DEPTH, ft. GRAPHIC LOG USCS SYMBOL CME-55 BORING STARTED SITE Page 2 of 2 WESTINGHOUSE FACILITY EXPANSION The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA DESCRIPTION TESTS JOB # LOG OF BORING NO. SB-5 RIG WL 7-11-08 WATER LEVEL OBSERVATIONS, ft

Calibrated Pocket Penetrometer 7-11-08 PROJECT BORING COMPLETED

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SILTY FINE TO MEDIUM SAND, brown, medium dense TOPSOIL SILTY CLAY, with fine sand, gray, hard SILTY CLAY, trace fine sand, light orangish brown and light grayish brown, very stiff SILTY CLAY, trace fine sand, light gray, very stiff SANDY CLAY, light gray, medium stiff FINE TO COARSE SAND, and gravel, light tannish gray, medium dense CLAYEY SILT, with fine sand, light gray, hard SILTY CLAY, trace fine sand, light gray to dark gray, very stiff to hard SANDY CLAY, light brownish gray, medium stiff (Coastal Plain) SS HS SS HS SS HS HS SS HS SS HS SS HS HS HS SS HS SS HS SS HS SS SS 27 32 37 42 8 22 12 4500* 3500* 3000* 2500* 0.3 3 PROJECT 7-14-08

Calibrated Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft Page 1 of 2 BORING COMPLETED RIG LOG OF BORING NO. SB-6 JOB #

GRAPHIC LOG 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA WL Continued Next Page WESTINGHOUSE FACILITY EXPANSION SITE CME-55 7-14-08 BORING STARTED USCS SYMBOL RECOVERY, in. SPT - N BLOWS / ft. DRY UNIT WT pcf SAMPLES WATER CONTENT, % TYPE NUMBER 5 10 15 20 25 30 35 40 45 TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 WL WL WL 13 CLIENT APPROVED ASZ DEPTH, ft. FOREMAN 73075078A WESTINGHOUSE ELECTRIC COMPANY HW The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 1 74 36 23 16 14 13 10 8 58 11 UNCONFINED STRENGTH, psf TESTS DESCRIPTION 19 5 10 9 8 2 7 6 33 4 3 ~ \\ ~ ~ \\ I ~ ~ ~ ~ 'Sl. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'Sl. .Y llerracan

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SS HS 14 50/5.5" 66 52 37 35 17 15 13 12 SS 16 SS BORING TERMINATED HS SS HS SS HS SS HS SILTY CLAY, trace fine sand, light gray to dark gray, very stiff to hard 75 4000* 4500* APPROVED GRAPHIC LOG WESTINGHOUSE ELECTRIC COMPANY 73075078A FOREMAN ASZ CLIENT 13 WL WL WL Page 2 of 2 50/4.5" HW TEST PIT LIBRARY 73075078A.GPJ GAGE TERRACON.GDT 8/29/08 50 55 60 65 70 75 NUMBER TYPE WATER CONTENT, % SAMPLES DRY UNIT WT pcf SPT - N BLOWS / ft. RECOVERY, in. DEPTH, ft. USCS SYMBOL CME-55 BORING STARTED SITE The stratification lines represent the approximate boundary lines between soil and rock types: in-situ, the transition may be gradual. 5801 BLUFF ROAD COLUMBIA, SOUTH CAROLINA DESCRIPTION TESTS UNCONFINED STRENGTH, psf WESTINGHOUSE FACILITY EXPANSION

Calibrated Pocket Penetrometer JOB #

LOG OF BORING NO. SB-6 RIG WL 7-14-08 7-14-08 PROJECT BORING COMPLETED WATER LEVEL OBSERVATIONS, ft ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'Sl. _y llerracan

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D D D AS'COM Test Boring Report BORING NO. G/J-i PAGE I OF z_, PROJECT: li!-e.,4'1°6o"IA h.<l1,t,$'-e_ /,.,/1,t.UA D/,:;t. hie,( Fi1bft<4'/u:,n {~Cf. 1'f.-U PROJECT NO: 6tJ 1,t;14( CLIENT: (;lfe,'1-wtif<o,M-e.. /4/,JtM bi~ ;:::,.. ~ { n;,h{°i'/£,1-,';,~,cait,, ~ -t/ / LOCATION: CONTRACTOR: r,*e,q_~.o ELEVATION: EQUIPMENT: ~-e.o (JU} be.. ;;,-f-66 NORTHING: GROUNDWATER I _ DRILllNG INFORMATION EASTING: HRS AFTER DRILL METHOD (JP DATE START: ~: DATE COMP WATER CASING INSTALL TEMP / PERM HOLE DIA '.3 's 7/ CASING DIA, CASING TYPE DATE FINISH: TOTAL DEPTH 1'f'. CASING DEPTH GROUT TYPE DRILLER: -:::r.. c~, 'n,a. 'tf:-i SAMPLING ~1;;~ HAMMER WT HAMMER FALL OVERSIGHT: ?~ S'~f-e~ ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) 8 INCHES fx /lA-v Gt- .,-:4--4-p ( ~ fJ) b.i,owfl. -f'l> ~II) 'fr~-e 1ral'F1-Ed J ~ce c:-14.y)

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AS'COM Test Boring Report BORING NO. Gf PAGE l OF '2._ PROJECT: We!5h~... ei,,,,.ve_ 4:,(w.. hc'a M.ul_i f;:;,/J1-z'/.i,'f.,,':t71-, ~,.'4'41 PROJECT NO: 6"lf°~ 7L( l CLIENT: hk-5h°1/4k.() use... /4 / uJ.u Ii I.a_ Fu'ld Mhur.ad)o,1 ~,:a1w LOCATION: CONTRACTOR: .,/\\/6~ / ELEVATION: EQUIPMENT: G~/Jn,b,., D'T-LL NORTHING: GROUNDWATER DRILLING INFORMATION EASTING: DATE HRS AFTER WATER 0R1LLMETH0D v,~h DATESTARTc~ COMP CASING INSTALL TEMP/PERM HOLE DIA. 3,,,1 CASING DIA CASING TYPE DATE FINISH: ~ I TOTAL DEPTH 1{ f-+ CASING DEPTH GROUT TYPE DRILLER:

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tve,{,( 1 YJ I ) ~,1.ta ,- 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\LOgs \\Tes\\ Boring Rpt. template, pg 1 00000\\xxxxx\\TBR-(boring #)

A:COM Test Boring Report BORING NO. 6/J-z PAGE z._ OF --z__ ORGANIC SAMPLER OEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 6 INCHES ,-20.0 7ft-.hD(6r,v~ > ~YI'> fi/\\~.!JJ:~!'v.wi ~,'n-e), 1 fr~e. '7t'/f-tr~e Miee,, i '1!d1 51.- J ~fur:;c, 5'A:1o/l) {ftv ') 1lt,tt) M.Ji'vitn ~ c&7~u7e_ j(2).1~-e)_) we,{f jr;JJJ1Af1tld) "i1tv::1e:~w) i~{J/,,..,_ jr r;J 1 °'.YA 'fu 1v1ed~IM-\\I\\ ~1~1~eJ1 ~ce. c/;.y I fAfi(I 25.0 ~w frAtD 6/{4-va { Zf, s -z,l,) l f~Y),111-e/.11,tfA,\\ 1v~t 'p;,rJ_ r--:s. cfAA..!t-ef \\ we l/ <f iJJ 1 7"-<'tu~ ~, ~ 1ft-*vf7 ('.5"tN) ) 1rA() f,~~ 'fo ~~/(,,(1*~ 'J;r-4~'1~> wd( JP~e,// 5.:t~fllf-cJ I , J, , ~~ '7!}.A/1:, {sw ~'IJ°'j} t_~:'~ *fo c~r?e jfZlr~~') 1Me(/ 11/4. ') ,rc.fO! q) ~~'f) ja,af, I ,- 30.0 L,f.,/tV) \\ - - CCL-)\\ /omv{,li'l I L/e/j ::, h'ff; Jry ~ iAM/ J ~/451/~ -J"dhc ec:J/1~ 'fe/M1,x,lJ at- "3 / ft-35.0 40.0 [ 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\1.ogs \\Test Boring Rpt

template. pg 2 00000\\xxxxx\\TBR-(boring #)

A=COM Test Boring Report BORING NO. Cf'-3 PAGE l OF

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PROJECT: /*£<;1),;_,A 1,.,()-~e._ /4(,. w. ¥{,'~ fu.,:,,f Fzt~,t C4,h,>.,,. Mf?1tvW PROJECT NO: (;.Q l 5"f2 71j.{_ CLIENT: IAl~.;h~-vfho11t;;p ldJl1Mu b,h fu..,.,( 1abir('~h~ M:io'/('w / LOCATION: CONTRACTOR: / vta<<--o I ELEVATION: EQUIPMENT: GP R>nl/o~ D 1 -.6£ NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: I Q,\\Tc HRS AFTER WATER DRILL METHOD VK~ CASING INSTAl.L TEMP / PERM DATE START: 5"/JI!, COMP HClEDIA. 1,~ 11 CASING DIA. CASING TYPE DATE FINISH: 71 ~h, TOTAL DEPTH ~-Z..' CASING DEPTH GROUT TYPE DRILLER: 3, 6, (u':.it?rt-~, SAMPLING l},LYl,..~ HAMMER WT HAMMER FALL OVERSIGHT: Ct "f LVk/p Ni ORGANIC SAMPLER SAMPu( DEPTH VAPOR BLOWS SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) & INCHES SOIL CLASSIFICATION: uses GAi't-\\lf;l '->ft>>DfJc,./) (ko1\\ ff(\\e 'fa '"'eJ...,)wv,}1':.:J.1~.ej) fe,-.1 clAy 1 ;,,.,1ef/ ,~ ),};,,r,,,,_p ~lfh 5'/t-1 y SivvD (ff-'>M> J b r.:1AN"i" I f.1\\ jV41.,,-eo() pcorly 7r.lid.e.d1J /n"f - 5.0 '5(1/t-'0 ( -,,J)) 12t"'- \\ 'f'~,,...,rzt,~~) p~~riy 1,;.-l(J{JJ J'<,,..ip =--- 5tt,,vo (1*;-11))a~,,-r,A~ dAtt,1.,f1 t;_., (",:;.,lr~I! !f2'.r,\\e)) *ft,i.ce :Ji~_,_v'I!!!) Jve{/ ;l"~0 ~Al1)(5tv) ) LA? p.bGV~ iA/l-tt.. ~~' c/4y, - 10.0 ho ~o~u'~ ~;,4 1~\\J) we)( 1wfeJ1 ffac~ .SM-'O (f1,1.') J j r'<t'/ > f.',,-l £&-'( ) 14~/d f~, ~/rA/':J (;;w )~cr,1t M~~:j: i, ~rse &r,;a~eJ) ~'l,./ :JN',/fef; tvdl,c1;.J~ ).. ~,,v'dt{c I - 15.0 fSA-NO (<;W ) )eA' ~fu>\\t,e 1,yt,-o(1i,v) ) 1k<'f) f\\~t'.. ~ l"-~f ;-tu,i_fei.,q.f:,,~ JI 1ft '/raC1-' 1tac'(l n"-lu:t > (li.le,U 1r,1/4.J j -:r-;..,1-rvJ-a. - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool BoxU.ogs... \\Test Boring Rpt

template, pg 1 00000\\xxxxx\\TBR-(boring #)

~COM Tes~ Boring Report BORING NO. Gf-3 PAGE -z_.. OF 2-ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) SINCHES .... 20.0 1A-Nt> (5w<, 'f&tf) fe:.-ie 1°Jt'\\eA(~/,(V\\ -(D~r>i~) "{)'Ace ~ar-1 17zlle Yl"l ca. ) well 1 1.;J I q~-~f-i '5/tAIC>( **/), 'J'"' X.1,e;j'J; -*~, 7J1, " 1,l) /.(/-(* << rt,

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AS'COM Test Boring Report BORING NO. 6: f- 'f PAGE { OF 2-PROJECT: Wes'r~,v,,l.,,,.,~-e.. /4/,11.1t1b,~ P~( hibn';-,-,h},., ~e,r,,. V..,1,, PROJECT NO: 6t>t58. 11-£,( CLIENT: uilP,,;h~ ~1,1,se... c; IAlft b/,,, F=.,-l' f fiibli£afion lzu_, It \\{_(;- LOCATION: CONTRACTOR: I }{e&o / ELEVATION: EQUIPMENT: 11~,,,, t1,r,, be. DT-.f~ NORTHING: GROUNDWATER I DRILLING INFORMATION EA$TING: DATE HRS AFTER WATER DRILL METHOD 111"~A{h CASING INSTALL DATE START: S, 1111 COMP TEMP / PERM HOLE DIA. 3'S CASING DIA. CASING TYPE DATE FINISH: If I-flu TOTAL DEPTH _1/ flt CASING DEPTH GROUT TYPE DRILLER: "Jl [;fwi(i["/;7~[ SAMPLING iv~,11~ HAMMER WT HAMMER FALL OVERSIGHT L,' ~ *1,1...,. u _,,,,.( 'IIV ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMP IN DEPTH FIELD CLASSIFICATION AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) 8INCHES 0A4Al&L 7,t-1iP (,-"",-) i _'ii<"> 'f.,Qi ~11~/ii,,,,,,,, 'J Y-SUll I tyztce,;//1) f-,.,.1.ce -. ~t/ I wi2.l( cf:;) I '!"-/) 1 $" 11-i'l fA,.,v{J (1~M\\ 1 {1/i>1Alt'\\) 'f *. 1~ 1;-a1~*-e,J l fcrf.yfjv:;"Cfrtl;cllftlll/ - 5.0 St\\-/Vi)(fw)) i2ln ~ 1r;~J;J,~i/\\"f/.J.l1AM '1?J Z4'R..fft' 9Ntvt~) jace c&t() we-ll 1k~J, ) )11.wf 5A--VD (sf>) (/?:i*, l '"'u)/fA.i:vl 1 Pf.I ~l~ l poorly :Jf'21.J~J1 r..l.ty f.7 ,- 10.0 l:,;;t;w) I '} f':J./.,_,j_ J.,,,, (,, ""'"' i e ~~{(',,~ fm,e t'/4(1 we, l' 1 ;JJ, <;"~i t'i,t12,. M ..,_ 15.0 5 fy-1,-J> r w) I f.,,~ 'f-,, j it) w,,(,'oA,. '& c'".:X{ric.> e; le-< t A~ ii1e-t q10J.J I f4~,:a ~0{1w) /4.'i c,;t11v1e //,A'fti (~iv 71ave/ C 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD [ PM Tool Boxllogs. * \\Test Boring Rpt. templato, pg 1 00000\\xxxxx\\TBR-(boring #' ';-

~COM Test Boring Report BORING NO. 6f-'+/- PAGE z-OF z-ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 6 INCHES -200 -1,o/V (fw) 11",3{,i; VJ//~1\\.1Lw1 ~ c..Pq,*,ye ;f/1:'1.t~l~J) 'f,ae;:e ,~tc~\\ J w'eti q,;,.)/~ J "ia/v~lZt ~, -Sft-A/0 ( fl-1,,) J A '1 ;!;{ h!J1jf 1.-t.1/t4 ~~r.e. 9;P-(tfe /, - 25.0 ~A-/vP r,..t.\\,,,-\\ _,.-a y J~ ~, 1 ""r~l i*:,.,w-:J: ,,~,~~ (04,,lj (: 'tact ct.d.y, ~,/el,{.J,~ t!!t'( \\ 1b..fiA..<<l~, f,tAA::> (_ rw) l tt, /. ~~ilt (;V(Th ()';::tt.:.r.: 1a.ve,/. >- 30.0 7t-}f'(<'.: CZ::, fµt1} ?r.'tt, ":ffc',tt"fty pfa,;'f;~ 1d42"*'/ p e:,("Y pr,,V(~~ l&'Ml~f~ dt* t/ ft ~f\\\\fa{ a1 JI f~ 35.0 40.0 t - 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\Logs.. \\Test Boring Rpl - templale, pg 2 00000\\xxxxx\\TBR-(boring #)

C 0 A=COM Test Boring Report BORING NO. GP-5 PAGE l OF Z-PROJE~T: b!t~~fe (?~u,t~ ~~f rnh;'tt? ~3~ PROJECT NO:,Qt,i.1£-f l LOCATION: CLIENT. M.. 4J I II\\ (~ Rrel Fzh c;i f, I CONTRACTOR: t/P-,R?e} ELEVATION: EQUIPMENT: {;p,,,,AR1hP D,-~ NORTHING: GROUNDWATER ' DRILLING INFORMATION EASTING: CATE HRS AFTER WATER RILL METHoo v,, 'tfds i, CASING INSTALL TEMP/PERM DATE START: -'t~*1,1 COMP HOLEC/A '3,S II CASINGOIA CASING TYPE DATE FINISH: !J ;~/ TOTALOEPTH 11s' CASING OEPTH GROUT TYPE DRILLER: Ji:~~' -"'-.;; ' SAMPLING 0"ft._la~ HAMMER WT HAMMER FALL OVERSIGHT: /;,._ <i.JM-e,,'ff,. ORGANIC SAMPLER SAMP,i OEPTH VAPOR BLOWS SAMPLE FIELD CLASSIFICATION AND REMARKS IN OEPTH SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) 8/NCHES & ({A,'iFl. 1,r-.AJ(rv./) > (:.::,JJ1~A bj.,.-i:-, 1 'fe~\\e. f2- .t Ciy ) we] ( 1 rr>.h/ *) 'p(A.,"/-' ( r-i' t 1 ') i'l/l.-e,J 11 *-< M j 1~); i '1 ~ {bu,, SANi){1"'-;~) ~,,) Mdt~ hi Co,.:U"5f 1r.:t1~JJ we-{( 9v..~e/2 >- 5.0 J.,,,v--i r '-e.l: ,,t.,v~ C 1,J)i '!>.A -~Ji1"0"~1', fute fa, 1v1.eJ1.1Aiv. '}'au 1 'b-aGe dP-Y, \\ v,1dl 1,.--:J I /fl,\\Ot5. ~ c~~1,;e 7,;11;,~1 ~ce r5,tA:0 ( 5w) ) 'fc;o, fv. J,,,g_ y) fivt)i.w, e,(f).Y> we,£1 Jr..,J;/;,.X:iivfJ, 10.0 ,0./'tYE'I *5~11._~'>(.,, Jl ~~~ :Pay*> M-e)(,111,k *t,,,:.:o-.;rMe f~,;dr _.......d ltl ,., v. ,.-G.,.-a .~ r ~,i..i:,,,

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temp/at&, pg 1 00000\\xxxxx\\TBR-(boring #)

A:COM ORGANIC SAMPLER DEPTH VAPOR BLOWS IN SCREENING PER FEET (PPM) 6 INCHES -200 - 25.0 1----------t - 30.0 1----------1 - 35 0 1------1-----1 >- 40.0 ~---+----I - 45.0 BLOWS/FT. DENSITY 0-4 VERY LOOSE 5-10 LOOSE ' 11-30 MEDIUM DENSE ~1-5Q DENSE

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A:COM Test Boring Report BORING NO. G-f-t PAGE l OF Z-PROJECT: 1.k~il\\,At'J/...0~\\H /2fvtwih,';.. h'l,.1 Fi,bn'r,,.h;,"' F5D11V..1 PROJECT NO: 6olf~?l.£/ CLIENT: WE?5l"/~,L A. t!l,f,,Mb?;,, htP ( {:;,hr/&;.h~f1 mct'-hV-v LOCATION: CONTRACTOR:./ l/E./<.C.O / ELEVATION: EQUIPMENT: tkc1'tokr-. D,-~ NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: r DATE HRS AFTER WATER DRILL METHOO 17.rt-~.d. COMP CASING INSTALL TEMP/PERM DATE START: 5"/'f I ti HOLE DIA J.5°h CASING DIA. CASING TYPE DATE FINISH: i;'/L{/t,1 TOTAL DEPTH '3J.../1 f I CASING DEPTH GROUT TYPE DRILLER: -:1, at1'.t,ut't::c*1' SAMPLING O~j.:(~t HAMMER WT HAMMER FALL OVERSIGHT: CcefiuLf'(J'/-1,. ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) 61NCHES &fl/W5l 7))-/1/*r;> (5w)J re,l) ~<'--le. 6 ~ec-fl'~~, Jtru~t~<) '(y-.a.c'C!.c{;.-...y) ive-L ( :JI~~~) di.(j,tif,J I 5'A*A/O ).S'il-') J,r;1vvfl)) ~IA~t~ fo Ccc.u-c-;, 9,;,uA.e)~ ~~ c.{r-tf t,ve,.( 5:,,/.;:~~j )JCHvf' _, 1ICT'f ~'\\--vD(~P..->>-\\)J J P2t'/) G*t~ 7rza.,.. ~) /C>£if'*ty 1,z:J~) clcMtJ - 5.0 I (. f' l}-.

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A:COM ORGANIC SAMPLER DEPTH IN SCREENING FEET VAPOR BLOWS PER SAMPLE NUMBER SAMPLE DEPTH RANGE Test Boring Report BORINGNO. 6t-b PAGE

-z_.

OF 2-FIELD CLASSIFICATION AND REMARKS '""20.0 -+---'- (PP_M.;..) -+-el_Nc_HE_s-+----+---+------------------------------11 5.~.vD ('if>) ]4'7 G-,hc>>./~ 25.0 1----+----t 30.0 1----+-----t 35.0 1------1-----t - 40.0 ------- - 45.0 BLOWS/FT. DENSITY BLOWS/FT. 0-4 VERY LOOSE 0-2 5-10 LOOSE 3-4 11-30 MEDIUM DENSE 5-8 31-50 DENSE 9-15 50+ VERY DENSE 16-30 31+ PM Tool Bo*llogs. \\Test Boring Rpt. template, pg 2 I\\ c.LA~ lCA-J) J~'YI \\{r!!/y f'f-1fr1 yio.1-pkcf ~c, dry I-?' ~""'/ 'Bo///tj ]e/iUl'1.~ fJ.:if 1t,t S ft ( N>-fw-~d) CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES VERY SOFT ss SPLIT SPOON MOSTLY. 50-100% WO WHILE DRILLING SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY VERY STIFF TRACE <5% HARD 00000\\xxxxx\\TBR-(boring #)

AS9COM Test Boring Report BORING NO. GfJ*-7 PAGE { OF 7-... PROJECT: IAJe_,, "t-t,,i,,,.Aolfl..;e- &.(111,,J,,~ Pi-~{ !iihrJ~,.'f-,~" Fzt~(r~'ht PROJECT NO: 6/J[5e_7':/_I CLIENT: ,,,hi"t;.* 1.:,., (.,, ;;,1,,""be,,, ~, F4/,r,',.A 'h 'or1 FactfL N LOCATION: CONTRACTOR: / }[e/Uo ELEVATION: EQUIPMENT: r,),.,o,1fi>k,, o,-6( NORTHING: GROUNDWATER _,.-1 DRILLING INFORMATION EASTING: I DATE HRS AFTER WATER DRILL METHOD,., '(X.i$'A CASING INSTALL DATE START: S-/L(/1{ COMP TEMP/PERM HOLE DIA. 31f11 CASING DIA. CASING TYPE DATE FINISH: If /4,'I tr TOTAL DEPTH 31/i' CASING DEPTH GROUT TYPE DRILLER: -:i--1. lf...1~'i::'el SAMPLING 111\\e~~ HAMMER WT HAMMER FALL OVERSIGHT: Cc '71,1r-Me'ff. ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 61NCHES SOIL CLASSIFICATION: uses GA.A,Vl 5AN0{5~ 2 r~) f,'I\\~ ;Ji01~~~ \\ ~II sa"f-i 1>-ztce ,~%l, ti~'f cfAy1 we,!/ su,:H,4.M">(~P-~~ 1 <qYa. 1/1 ft~\\f.. qva.[/\\~ J we.lf :J~~J~'"f> - 5.0 SAN?(.~1,t/)) ),.,\\. "2, 1u,.Yj;.J[IAWI t C~Gtr~e. jlect~-d, 1rce-e e,v.i.y l w.e [( j,.;.JIJ \\ 11"1./!.l' - 10.0 jANT} ( ",W) ) ~t'\\ 'Ii,,v-.,,.y;) 'M.-edt 1 11tlv1 ya,:,.frf> <JP-a.f~J} -tr~o e0-y i we f :1r~fibd, 54 ~~ "'t ::t::' t I f2f: SANt>(;w) 1tA..f #bA?Vl'. w,~ft.. (e,f c~y- ""15,0 '5ft-.ND(-;1,,,1) I :3my) Me)/,,,.,W\\,Z. C.x<f'-j(' :;r~ (/1~) ~(( Jffi!4/ 5.,/\\;v bw), t:1s ~ b~i1... wi'tt.. fuv 9 ir4.I/(' I 1-20.0 BLOWS/FT. DENSllY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\Logs... \\Test Boring Rpt

template, pg 1 00000\\xxxxx\\TBR-(boring #)

~COM Test Boring Report BORING NO. 6'/'-7 PAGE ,z.._ OF Z-- ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) !INCHES t-20.0 ,,q-Al;:f,w)) ~~ Medt;-vl-M tZJ,('(),tr1-e jt2tt~e,J.) l,t,eA,( jV2 'eJ.).f4 (",tt. ~1. ~ A-.N'() ( ~w '),a~ abo tie tv t ft.. ~ii,;Yti..1/e f 25 0 S,4,,vo { $J'>) I,~11 f1 ~~ 1'C:i;r1-eJ1 '(Y.:tc-<! c(t.y) 1L)~dv 1~~/ '5~~fA~, Nt!J {eaJL(Yj z5 1-2-~I eJ.c i 'tv ce,a.rr;e "Jtat~.J} 't,c,ce 1tavef1 1/t>>C> t,;w ":Jf2JY ) A,treir;,,, JJ~ I 31.:: _) -5c:::t ~ - 300 '.JI\\A,l) fMA) 6 RA-\\/EL c, 1,/), rY.) M-Q,/.~ -J"',;,,,£ k, fJ rc:..vef, ~ct jr;J.~; 5a r.aw t<..-e~~I e!f.f-31,, 'f-t- ~(~ ~(l'Al~w a/)? I 7 'ff-1 35.0 t-40.0 t-45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\l.ogs_,\\Test Boring Rpl. lemplate, pg 2 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. Gf-<ii PAGE l OF Z-PROJECT: we~ 't W1 Iv; w,e ti, f lAI..,. b 16 fi.\\,o.( ~IPr r ea 1--,~,, ~1'1'1-t/ PROJECT NO: 6,tJ I !i~ 7'1 I CLIENT: 1.rJ.ps}/,v/1,,g'/Afe. /4/uirt b~ HIIJ-l fi-bn~h\\91 fiit:-ttl'w LOCATION: CONTRACTOR: J V,aCt? ELEVATION: EQUIPMENT: I' e.t, Am h-e. o-r-66 NORTHING: GROUNDWATER DRILLING INFORMATION EASTING: HRS AFTER WATER DRILL METHOD f}f DATE START: 5'/'1 II DATE COMP CASING INSTALL TEMP / PERM HOLE DIA.,,,,, CASING DIA. CASING TYPE DATE FINISH: 15 /J., I [{ TOTAL DEPTH 1c' CASING DEPTH GROUT TYPE DRILLER: 'J,. I Ci.tvrac"l-( SAMPLING 1r.1")l,J,~ HAMMER WT HAMMER FALL OVERSIGHT: C.1.. <..,;.A~ 'll ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN SCREENING PER NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET RANGE SOIL CLASSIFICATION: uses (PPM) e INCHES G /J..JWF3 L- ~ fA.,,vO{,f) l brow,., ii' 43M.,>1e.J) ~~ -1"t/f3 pa;dy j~W'; /I~ faw.p, lfA,.v-D~ S-IL'1(ML-\\> ~r/(.1;,ziy) 'i'f~°tf'J fr~ ¥i~JckJ1,1,jJ 5.0

5ft.NO t_-r~) ~J ) f,~~ to._/Z,t(f7f c;rcff*IA.~f) fyc.ce ~~v-,

we(( j.r. } Jaw.p .,.. 10.0 f.9 co~y,;c j~i'.,,-e)) {b,,v e:f~f J t,,,e{/ ~~NM,w') tZ:1d1*,.~ ~~ }">°~ fc-t I ,ff,-/v{) ~17 G~A-v~L ( <tv* )j;e1.Y1 ~r-,~t. 9rz[fltr::.,,/ ~ 1~vel1 we)/ 1r~~) aJ-IArt?.h >- 15.0 l<fAAle> ANl7 a ~Av EL { fi,v' ) 1..cf ef..h&,tc 5',+,v1)(5/>)) 'JIUY) Md1 1 r,A,w, 1ra1~~J /JLJt>r/y 1"°i0 'i4/1-1"c:, h/ .,.. 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\l.ogs.\\Test Bortng Rpt - template, pg 1 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. r;f-9 PAGE 2-OF z_ ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 8 INCHES ,-20.0 51,,,vo('SP) l ~f,::;.bov-e. ~tl-v't? !t*"vf\\JR.1-1t,lf£l ((;1 ), :, ~'/ l f, ~ e 1141~~ fi..J~ve1 we,U j~J I s~fi-tu ~ A IV 0( 1 hi),.,q'°o/' t f:a :J;,.,..),',,. wt uJ"',~..f I -,,.,.ce,-{,.(! t-1--ace 1, l I w4 'I '1 ;:* 1J J <<;;1..iurct - 25.0 ~'{£~ -51;]::,f{W--t:.¢) 'Jai..Y \\ fi"le 1o J4'~i'1-W1 j,a,'les,f'J I.Je,(( j*< I we-fr ~A-vr>l*,w) !J~Y > f.'/\\e 'f" ;'v\\ed 'c,(wt J ~t'>/"?11 We/( 1Jaclq;f/ ~~ C f\\,;,:.,h,t/4~ 30.0 /}Joi,~ 7"e/Mt~,t)..T i() 1 Uefu~I) - 35.0 ,- 40.0 i-45.0 BLOWS/FT. DENSITY BLOWS/FT CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% [ 31+ HARD PM Taal Bax\\Lags.\\Test Baring Rpt. template, pg 2 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. ~l'-1 PAGE l OF -z_. PROJECT: IA/Q.,,f'f-,;,..* '1..n ""' 4/,,., b!A. h\\P,( Fzhr£>-,:; f... z';,,,. ~11'1--(/ PROJECT NO: 6ol5~1'tl CLIENT: 1... 1e.~'h~l"'1u.fe u.,{ u;;, bi~t r-r,.,e,f Fii,,.,';.A'fi;,i\\ Fiia.11-lv LOCATION: CONTRACTOR: *v~a ELEVATION: EQUIPMENT: 6'" (:.<J "rn b I=' DT-t6 NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: DATE HRS AFTER ORlll METHOD DP DATE START,£ COMP WATER CASING INSTALL TEMP/PERM HOLEOIA. 715 I CASING DIA. C-'SINGTYPE DATE FINISH: (,( TOT-'LOEPTH 15' C-'SING DEPTH GROUT TYPE DRILLER: -::ft ,' (2 5"MPLING IDIMJ.!,~ H.t.MMERWT HAMMERFAll OVERSIGHT: (;.. )L I J,~LJ __,,..,(. r-r....---'\\,\\; ft ORGANIC 5"MPLER DEPTH V-'POR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER R-'NGE (PPM) 6 INCHES SOIL CLASSIFICATION: uses <o..v:Rt= 1c-b~M/6L -5 ll-T~L) J :JP'/) f'\\ed 11,1w. st: t'f' 1 few d~<-7 1 t!awf 1'MO('rf\\ 1 ~01111"1) fMe J/12J.l11ee/) )t{.Vvf* "t({v: cf'A.y) ()Ci' rfy :,~~- ,- 5,0 SAA,'O ("5w),Jll4Y 1 j'~~1clt1w--f ft~~ f.a <~t.JI~ 9YG\\i"~) ~c c~y1 we/( 5AN0(1w); br.P"vj. f;.~e h,.'M..e~f, ~-wi 9tt::rr~-eJJ '/-,f",c-e 1/lf; we{( ~rJtJ, 4v,11f, ,- 10.0 f ft-vO £:;:) 1 ~ ,P'-t 1 u ) l"> ~ Ule<.r'7e 1klf~~) ~ce d<.f J we!" s~:(v.tctf-cJ.r:tT ~,2,,' 1A*vD {sw)),!('> d hove w~~ (e..-;r c{;.y, 15.0 !ftt:c~µI.,'/) ft;,,,: ~ l!'..o,q,se.,~,~~, well,,~JI -Silt ~t~(~M ), 1/'AY, -lr~4 fa, Me.I,~,,,, ~.r~t(~~ J wed,~ """\\.~ ~l 1A,.M)(~w~'f'.-.t,VJ M.e.J,~..,., f>> 4!Y..r1'e :JV2t/,1~J wet/ 7dq;IJ ,- 20.0 -. ~(.;~{q I BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD C PM Tool Box\\Logs. \\Test Boring Rpt

template, pg 1 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. &f'--1 PAGE '2-OF 2-- ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 6 INCHES -20.0 ffr/D M,-'D 6AAVe.L L1w* ), ~ g~y) 141~1~1 ::;*ra,~~ fo

3r.,_ve() w(l(/ 1r~~, y..'f-i;tr4'l lJJ it:,4~£.1.( S"A-vP ~--vl) jJ),t/E/r,.( fC-') 1 J""-Y) MeJ/v.1t1. 9v,>1fAey( ~

-"'~tjk.{ 1 w~(/ o.r.ltd I tlAO\\ 5t isA""::,Zw) i&.,i:::le to c,&J,av-;e 9~:.-1~ 'p;,ce ~(pf J wel( >- 25 0 zJ ~j 14 I ~,4-Wbi-v') >:t ~ t;lr-J,;_,e_ /;, M~/wt.M ~~,~~ ~ -s/ff1 J,.flvll y~ ) ~ A 30.0 S/t-vD(-<w))tJ~r)rctl~' C~~,-f~ jr2ft',,,eJ,'f,7cc.e c<Jhhfe~} l,Al-e I jd,J ) ~fvi.~cft:J, ~-,i,,D(1°'11),~s i;£.bove,JiY< !,"lt(-e ""ul~s I -rt,,tfty ;ksJ:1 CLA~(~L)1krK:9r;'lY1 i'V\\edi'111w-c;f-/f:f--) - 35.0 i\\ f'Or~r -bolt>~ 1et,t.ii~t..J.a f 1 5 ' - 400 0 - 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% [ 31+ HARD PM Tool Boxll.ogs.* \\Test Boring Rpt *template. pg 2 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. 6./>-li PAGE I OF Z-PROJECT: We,;i-,'J\\At..,,.,~'{),t;,f;°Aik h/;. fwi,( F7i.hri"u;,'!)';.,,,. nu:.((, l-r/ PROJECT NO: lz.12. / f'i_ 74/ CLIENT: f4.Les-1,efMi,t') ~ {ul"- b1~ Oj~( rahn'ut-'11.~tj, ~.cr'(['f.-q_ LOCATION: CONTRACTOR: \\[@CO ELEVATION: EQUIPMENT: ~eotJOJ h-e o-r-6£. NORTHING: GROUNDWATER DRILLING INFORMATION EASTING: DATE HRS AFTER WATER DRILL METHOD Df> CASING INST ALL DATE STAITT,~ COMP TEMP/PERM HOLE DIA. 1,f 11 CASING DIA. CASING TYPE DATE FINISH: J/ TOTAL DEPTH '35' CASING DEPTH GROUT TYPE DRILLER: t , ~ a~* SAMPLING D'3/:_lrt~ HAMMER WT HAMMER FALL OVERSIGHT: l '- "'f,-'.,Ue'H. ORGANIC SAMPLER J DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 8 INCHES SOIL CLASSIFICATION: uses &A.A.VGL ) -f/L "T'-1 f,+--VO f fM )I birPV"'/IJ \\ 1'-i:,,. Jt"a1~) we(( 1vz-b,f J.ltttfr'jJ G~ ck,,i: iej' f W> I ~ {A--vO ~ ~ {L. -r (Ml-)) j ~y) ~ ((AW' ~ l I ri~-e 7C< / dPr,.f, - 5 o Jf\\NI) f f1,) i 1rA1 J [M~ICIIJVI ~ve. ( _,r.J'4 ) ~"'f 'to L"a<P--,e :Jntf*l"t:.e,f 1 '/&ce. ctt 1;1 - 10.0

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template, pg 1 00000\\xxxxx\\TBR-(boring #)

0 u AS'COM ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE IN FEET SCREENING PER NUMBER (PPM) 6 INCHES ,-20.0 ,... 25.0 ,... 30.0 .... 35.0 ,... 40.0 ,... 45.0 BLOWS/FT. DENSITY BLOWS/FT. 0-4 VERY LOOSE 0-2 5-10 LOOSE 3-4 11-30 MEDIUM DENSE 5-8 31-50 DENSE 9-15 50+ VERY DENSE 16-30 31+ PM Tool Box\\Logs. \\Test Boring Rpt

template, pg 2 tJ/-11 '

Test Boring Report BORING NO. PAGE '2-OF z._ SAMPLE DEPTH FIELD CLASSIFICATION AND REMARKS RANGE {AA/0[5"h'J) (ft) M-e.dt'rA-~,.;:$<<~e _1rac-1~) //{tie jfa-1/-e,,( I Wei /~~/ 4".a i/ rJ, c.LA'-f. lC/-"'> 1~,-~y_.~ :}fee/I. ffa.<; he> ~, ~. 1-p f7t,,,,1 ~{.vtW\\ ~h'tf i. -1f;ft) C£.A-fG:-'f ~~(s*~ ) 1 br~.,,,ft:,,_-e ta m~J1'i-tt11 j*"Ji1'r.~ 1we,,/( g~ i"\\.~~. . -~ er 1A.A/l~'fW ') l f71v1. './:)-J,;17.'/) A"'~ f,., CJ!Jar~e :;ra<I\\ I [A,12-

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AS'COM Test Boring Report BORING NO. c:;P-tz PAGE l OF 2-- PROJECT: w~..d*t;,,.. ii_o11,t:.-1) c1,{i,ln,b1~ Fi,,,.d Fz,,hn~'h},A ~a,v..,,, PROJECT NO: 6~ lf.~14/ CLIENT: t,Ja~t/.,.~ hm.1.~e. w ( l,l,ll,\\hl4. h\\:eJ FA-bn~; h';,1-1 l'Z'ldft'hl LOCATION: CONTRACTOR: -' llE=:& CO I ELEVATION: EQUIPMENT: Gect)rob~~ o-r-66 NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: I I DATE HRS AFTER WATER DRILL METHOD DP CASING INSTALL TEMP/PERM DATE START: 5i *r111 COMP HOLE DIA

,511 CASING DIA, CASINGlYPE DATE FINISH

~I,) f( TOTAL DEPTH 11' CASING DEPTH GROUTlYPE DRILLER: .::f<. Cl.A,. 0r~1* SAMPLING 0~1~ HAMMER WT HAMMER FALL OVERSIGHT: (,,'l 7w.. tle"f" ORGANIC SAMPLER SAMPLEJ DEPTH VAPOR BLOWS SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) &INCHES 4cf t -r ~l<A-l/L Fil( fft41D r 71L1 < fVl,")1 h@v;--., V"\\~~"' ~1-iff-) (11\\-e -f4rJ )h,IAf ~AND (,;vv)) p(<PWI\\ ) f./11 e '/-o Medt.(,lf.t-11'1 jl'zu*~~J frhee cfAy I 5.0 we,{ I Ji'1,1J.el J ~i/l<A-f1 SA-vf1 { 5"1,... *) J h r,i1,;,w/ ia 5rav 1 A~,1 t c,,tuil'i-c 9rca*,,~ tve-1( 1rJ.eJJ l.~/ -,a 'fv.r i:;t'ki. ~ g I r;* ~'t 10.0 '6PrA/D{ ~µ,,) I 9K<1.Y fc~e f0 Jvie,Aiu.w. Jk'-t'tie)/ wvz-(( 1r-£uf~dA"J4 'rS!t..-rv 11',-VV( SM)) -3r,c,.y f1'.-ie 1/al"-~ Md sad~; ',4'/u.ra ~ S'l}Nt?(5w ;!)i'J/>::(:!;r:) ~ c..?a.rfe. fr.c~t~/ ~v -J'~ve/1 15.0 Ji)e,{/ 1~ ) ?A &I. [ { ftNP (--,,,,.,/)) a:1 4~~/e 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\Logs. \\Test Boring Rpt

template, pg 1 00000\\xxxxx\\TBR-(boring #)

AaCOM Test Boring Report BORING NO. 6-/-tz._ PAGE 2.. OF 2-ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 6 INCHES 1-20.0 (t--A-'-f (CL )I ~rt~,;,e1\\"7~'ff-~ M-e.JcC,t&I-'\\ '7°{/ff;p~5/)c) µ,1-e,,f- ""25.0 7 IL-Tl f",t:f (,M I) Jo/ l f,,1~ '!Jl'2-..f -,eA, /Dody :1~~ ~ r.:i 'StJ:f:j:;J) 1£!.Y I,>[~V<,W\\,. """"'"- j"'-'"'r.J I pYI( i~ 5A.-vl?{s-w),~V\\.) a.5.,:iJd'\\fe t,c-114_ 1~1/-e.L {6tf ('M/.';e etf-3o Pt- - 30.0 I,u.. ll>&J\\,~,,/ ""V --,......._ 7

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template, pg 2 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. PAGE I OF 2- -...l.-- PROJECT: t,J,al;'lv,."'MJ l,l.<..,,, u, (IA.M h,~.... FlA~I 1t=n,J..r,',:,,_"f. 'o,,i fi:lc_, '11"1-u PROJECT No: 601,; & 7'-11 CLIENT: M,i.S'l?~~f.(e t;./,,.... 61~ ruef Fzvhrl'1ah~1 Fiiv.,/hJ.~* LOCATION: _____ CONTRACTOR: .,,.,1,e;:,S:co I ELEVATION: ------ _E_Q_U_I_PM_EN_T_: ____ 6... eo=*+'/)ti._o-:h....;e.:a......,O::;......,__-r*-.aa..::;C,£'------------------1 NORTHING: _G_R_o_u_N_D_W_A __ T_E_R _______ __,.--o .... R_IL_LI_N_G_I_N_F_O_R_M_A_T_IO_N ______ --1 EASTING: ~ f-OATE HRg~ WATER ORIUMETHOO PP CASINGINSTAU TEMP/PERM DATE START: 5"- 5 ~,z',', HOLE OJA. 3, S,, CASING OJA CASING TYPE DATE FINISH:

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AS'COM Test Boring Report BORING NO. C.f-li PAGE I OF 2-PROJECT: £r,.,,,1',',,... h,9us-e_ er.fuMhicl R,.....f f=i;L,r,',_,,,'f-c;,A nic..,'/iY-v PROJECT NO: 61J l.S"~ 7Jf l CLIENT: t--1,/e-; n~.h,9 &,LS°~ UJ h11Y1. b,.a FiAe{ fz.l>r1'cerfiol"I fvci'lif..il LOCATION: CONTRACTOR: ./ V f::-1<..u:, ELEVATION: EQUIPMENT: <1--eo /JrCJ be, DT -6{, NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: DATE HRS AFTER WATER DRILL METHOD f?f CASING INSTALL TEMP/PERM DATE START, 'iijl COMP HOLE DIA. 1,," CASING DIA. CASING TYPE DATE FINISH: i::11 1 TOTAL DEPTH -.,'I' CASING DEPTH GROUT TYPE DRILLER:

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AS'COM I BORING NO. &f-l'f Test Boring Report '2.. z_ PAGE OF ORGANIC

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~-'f r ~. ~- ~* F(-- /;._,. {rt (if-{5 Ai'COM Test ~oring BORING NO. ~;P,_O. PAGE ( OF -z,... ,:-~ I ~*-** { PROJECT: We.,;1';,'.,,,. hA-t,t;e.._ &, (,.,11., /J,~ ~f-t-z1.hf/~A)111 Fzii.Mkv PROJECT NO: 6.b t~f2.1~l CLIENT: L }p~ 'h '.,,,,. l..-lu ~'i'l 6/1,\\Wl b,'a.. Fr4e( ~i,n'a,,'1-i:0/1 Rr.c.i1t v_,, ' LOCATION: CONTRACTOR: ./ lj_ef'-.CO / ELEVATION: EQUIPMENT: f) 6tJ t)n, )1-1<. o,-6£ NORTHING: GROUNDWATER I DRILLING INFORMATION.. --'. EASTING: DATE HRS AFTER DRILL METHOD DP DATE START,~ COMP WATER CASING INSTALL TEMP/PERM HOLE DIA. 11~ 1 CASING DIA. CASING TYPE DATE FINISH: U TOTAL DEPTH Ji,*>' CASING DEPTH GROUT TYPE DRILLER: /i. 'l:"t-1 ~.; SAMPLING I ~i.]:-6* HAMMER WT HAMMER FALL OVERSIGHT: t". ~IV'Jd,,,Y-{_ '. : DEPTH ORGANIC SAMPLER ~ VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) &INCHES J(L1Y 3/4NC>(fM) J bl'"bwv'\\ > 'P,~t AVvtf r111.r-J J pPorfy 1 ~~/ ,-. 5.0 1. ' w..~ltuflA c:;etc~J, fy-,-rce 1"'4N'j?l1w)) ~l tJ~ f1~~ -!,!-~.,. *., to c~y)~e<1~ ~) wf - 10.0 fie.. '-d L't-1t'tEY 71)-x; (~) ~C,.J.YJ~c"A.1_ 1/4, ~\\e? l vf.V' f //dU A J w: c I 1u. 'tJi. i t?l ~- .,-*,4,v'l) ~w J Jfj/'A,V -f)l"c:".,.. D _ r.0~('7°'? 1 },ez-.ce c?a(1 we [( ,; r-c,l) <, fv._ra "/bl

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A:COM Test Boring Report BORING NO. (,;/L[ 7 PAGE _._/ __ OF -z_. PROJECT: IAJo,;r-~'.v.An,1~e.. t;;;/uwi h::,, Fu.rd ~ hv"t~e:'lc'c,l Fm:.,'/; Y-v PROJECT NO: 6oJf1p?'I I CLIENT: Wes-t"""Y>-e tJ(um h1a. AAef @.l,ri~'h~11 6cc,M--v LOCATION: _____ CONTRACTOR: . V£Aa) r ELEVATION: ------ ---E_Q...;..U_IP_M_E_N_T_: _ _...;..Ge=,;:09,/)....,u""'o..,.h=-"'....::D=-T_,_~_6=-C=-----------------l NORTHING: t--G_R_,,O,,_U=N=D=W,,....A.... T_ER_--te='~,,...........--..........--D .... R_I_L_LI_N..,.G_I_N_FO..;......;.R;.;.;M;...;A...;_Tl;...;;O...;_N,----______ -----1 EASTING: ~ ~ 1---+--=:;;._-+----+---i---:'--e,..,..,...+-----+c-"_s1N_G_1N_sT_ALL--+--+-TE-M_P_1 P_ER_M---<1-----1 DATE START: f'/.?/tt 1---+----+----+---1--....;....-,--+-----+c_A_s1N_G_D1_A --+---+c_As_1N_G TY_P_E---<1-----1 DATE FINISH: ff, t,!. I DATE HRS AFTER WATER DRILL METHOD DP COMP HOLE DIA "'l,f" TOTAL DEPTH CASINGDEPTH GROUTTYPE DRILLER: -:r;. Cli,~,,..,~-* 1---+----+----+---i--,,--,;.-,,,,....,..+----+-----+---+----+-----I HAMMERWT HAMMERFALL OVERSIGHT: Cc{'~,J,t. ]2-c) I ~h-;r~ SAMPLING ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE IN FEET SCREENING PER NUMBER (PPM) B INCHES 5.0 .,_ 10 0 ------ 15.0 1-------11-------1 20.0 BLOWS/FT. DENSITY BLOWS/FT. 0-4 VERY LOOSE 0-2 5-10 LOOSE 3-4 11-30 MEDIUM DENSE 5-8 31-50 DENSE 9-15 50+ VERY DENSE 16-30 31+ PM Tool Boxll.ogs \\Test Boring Rpl. ter.1plate, pg 1 SAMPLE DEPTH FIELD CLASSIFICATION AND REMARKS RANGE 71£....1 (MV, I h""'t-'-"'V'l ~/11& 'd_p.p1'1.fl CONSISTENCY SAMPLER ID. VERY SOFT ss SPLIT SPOON SOFT ST SHELBY TUBE MEDIUM STIFF G GRAB SAMPLE STIFF MC MACRO-CORE VERY STIFF HARD SOIL CLASSIFICATION: uses DESCRIPTIONS NOTES MOSTLY 50-100% WD WHILE DRILLING SOME 30-45% NE NOT ENCOUNTERED LITTLE 15-25% UR NOTREAD FEW 5-10% NR NO RECOVERY TRACE <5% 00000\\xxxxx\\TBR-(boring #)

AS'COM Test Boring Report BORING NO. G./J-[7 PAGE z._ OF -z._ ORGANIC SAMPLER OEPTH VAPOR BLOWS SAMPLE SAMPLE FIELD CLASSIFICATlbN AND REMARKS IN DEPTH FEIIT SCREENING PER NUMBER RANGE (PPM) BINCHES 20.0 iA,N/.?(~v-') :1~) ~(w,1 'fu C<!JCt~-t. 9//cl/"-~J few jv!tV'-e/ eve),{ 1 'aJ \\ s4h-v oJ-~, ,-. 25,0 t-t--A:-'( CtL-") 1 /,9ti.f-91ay) '5{',Yf I f IA.sh'e- )viMt'sT $A..-vP /_5"f; > ),..111 1 fll,1~ jVZt~) /JPbr(V 9,aJ~ \\ r~'f.,v~fe:,/ 1A-.NP A-NP 6,R/tl/~.,, {7W> > ;~t_\\.. *~i;t 1~e~.J ~ 1,,Jk() W'1--{( 1~) '(2:w l'P h(e-11,a~ ..- 30.0 cra..y r~ (hi!Je at- !l.ff-t l/4," re~verj '3,D-'3 Z-1 S" ( CLA'I (t:L-"'>1 -Ja,-. fu 9*ay'\\,w,/i~ ~1-cffJ pfti.{h~, ~t<f, Ben~ ~,h4M.. ar J 2-, 5 ff C,~~1) - 35,0 .,_ 40,0 - 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT 55 SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% C 31+ HARD 00000\\xxxxx\\TBR*(boring #)

AS'COM Test Boring Report BORING NO. {j-/J-/6 PAGE l OF z_ PROJECT: JJe,; l',.'.."' J\\t),,,-e,;;, I utM h. >.. F1,4.ef FiJJ1.,rj4f>_;.. ** ~,l,1/-iJ PROJECT NO: ~Ol5f.7'1I CLIENT: tv25l,1Jw1,1..;e a (i,iM b,~ PiAef tzih,, 1/4b~1 ~c.cli'l-r._ LOCATION: CONTRACTOR: 'l~Q.co ELEVATION: EQUIPMENT: 6&>/Jtolh t>T-~ NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: DATE HRS AFTER WATER DRILL METHOD pf DATE START: 5/!lj, COMP CASING INSTALL TEMP/PERM HOLE DIA. 1,'i" CASING DIA. CASING TYPE DATE FINISH: TOTAL DEPTH 2-'11 f I CASING DEPTH GROUT TYPE DRILLER: I(_. Fr-a4£-ri~, SAMPLING 1~1,.-J~ HAMMER WT HAMMER FALL OVERSIGHT: C ( f..vJA...7'... ORGANIC SAMPl.l:R I DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) SINCHES fANO (,w Jj'br,,M1) A~e -fr;, ~-e;;~ 9v~,1i~, i-n<,ee 5,'l'fJ kd &J,*- ~> ~L -cr"" \\ o."rAJ{p_( rd-..,,;;,, Ar.l'L i; N ~'( b,1,1 ft; M~~I~ s-"h'ff I fli~e_ 'f&R.d(J t:;tL1 (/"L>.)1.'if~) 11) o )£uv.p ft, ~ L <it.,. <iANO(f(l ) ) ~t\\J ~:,~ -JM1',,,.,---;J ~ ..,.:;*/lfi ~s()d'( <)~(;(V-"<Jt~f ,_ 5.0 iA,,vO ( f w / (" 't,, J "'V) "/1/4,. '(;, '"-e) J,,..,,,,._ 't"u ~,,.,.(, 1r.?<£~ 'ft fj f/;{c 't c{tt y) 1,*./ ell :;r:.-.JJ,c,w £ "f ,_ 10 0 '7A.,,vv bw) ~VA.f'; ~~-a-M, f1~'k<' *t.o /6'~t t'7e.J;,.;;(1~ J y<Je{( 1r~~ 1 ... 15.0 1/yVI) (fw) lfl"'Y.,k,..,jb ~ =v;c 1at')i.J, ~1~~\\ we,l{ 1 ~t,Jq. ~ ' ,_ 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT 55 SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 0 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\Logs... \\Test Boring Rpt-lemplate, pg 1 00000\\xxxxx\\TBR-(boring #)

~COM Test Boring Report BORING NO. GP-t8 PAGE 2-OF 2-ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) SINCHES ,-20.0 5J.\\AIO('S"W) le,,.t; v-b.!'t(f >- 25.0 Sfl---v17 A NO.$).Vt=-L(-fw '>J iaV\\) M.<etlc tAWt ~ c&o."7'"" ?,... 4 r,,rA1 - µe,{ ( 9 {-2 } 9,t~~ I -Stl---vo f,w) ~~ 'k, <Jiv.,t,Y>t._~et,)}, cdJexY'iE.J fb.w-9,zc.ve(1 'fn,.ce c~Y, weA ~vdd~J '%l ta 'ft, ' d vc( /:. ~ <'*~liiJl~c; {ft-.M">(ftN)/M-6~W. tv* r.-..C~J 1,-p. tl-1+'1 (CC.. ), ~f\\. r6, f'v\\lf{-e) lftry,fi-;(f') t'\\ol'l.-;bd-c'c.. vi1f >- 30.0 \\ ~tJO~ 'fe,tv\\l~"'~ ~t Vl t f ff, - 35.0 .._ 40.0 - 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Toot Box't.ogs... \\Test Boring Rpl

lemplale. pg 2 00000\\xxxxx\\TBR-(boring #)

[ [ [ [ AS"COM Test Boring Report BORING NO. 6/- /<j PAGE I OF

z.

PROJECT: j,1_,.,,;l'1'tu,/10L1.','f!. /),fu'Mb/a. Fu... ( fz;ny,~'h::,,.. fiicrY,Y--v PROJECTNO: {tJIS'fl?l{I CLIENT: L..Gxl~ h.ou.,-e_ (;,ft,m h1"1 Fuf'{ Fiibri'o,; 'h'ot1 ~,l, '1--ti LOCATION: ------- CONTRACTOR: VU4:> ELEVATION: ------ t--E_Q;_U;_IP;_M,;.;,;E;;,,;.N;_T..;..: _;...~=-;::;;'Fr"l:L.:iL:n-./,e:.::.......;:O_'T.:...-_'6;;;=-,. ='"""""'.,..,..,~--=-=-~,...,-:=,,.......-------1 NORTHING: 1--G_R_O,...U_N_D_W_A.... T_E_R_-+---......... --D .... R_I_L_LI_N.... G_I_N_F_O_R_M..,.A_T_IO_N _______ ---1 EASTING: 1------------------t-----'--+-----+:-A-:::-:-:-:T-All--+--+-:-::-:-: TYP_ER_:----,t------1 ~~ ~~ ~~~;:; ~r ;}~; CASING DEPTH GROUT TYPE DRILLER: fl; Ffe,(',M(/\\ DATE HRS AFTER WATER DRILL METHOD D,~ COMP HOLE DIA.

115"

?5',5' TOTAL DEPTH

...---------------------1 HAMMER wr HAMMER FALL OVERSIGHT: (._ c ~,d/,,,;fu_J-"-

~r;~~ SAMPLING ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE IN FEET SCREENING PER NUMBER (PPM) e INCHES 5,0 10.0 1----~---1 '- 15.0 ------- 20.0 BLOWS/FT. DENSITY BLOWS/FT. 0-4 VERY LOOSE 0-2 5-10 LOOSE 3-4 11-30 MEDIUM DENSE 5-8 31-50 DENSE 9-15 50+ VERY DENSE 16-30 31+ PM Tool Box\\Logs... \\Test Boring Rpt - template, pg 1 SAMPLE DEPTH FIELD CLASSIFICATION AND REMARKS RANGE SOIL CLASSIFICATION: uses .,{IL-T'I j,f-'1/v (~~~) 1 reeYi's-h bt*owl\\, f,:"~ '7,;,qA-~) -\\-Jttce cViy') t,vef,( ~r~, ~ r'I~ \\ P.,'tJtsT ~,4Nt> l.,;w) J qvay J t\\~e. 'f'i, /&~e; vve,({ ff"<M{~,ct,~ 1.a~ ;t (l f-i-, CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES VERY SOFT 55 SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOTREAD STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY VERY STIFF TRACE <5% HARD 00000\\xxxxx\\TBR-(boring #)

A:COM Test Boring Report BORING NO. Gf-f9 PAGE 'Z-OF z._ ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) 8 INCHES --20.0 ~ C.P.a1,-e. :;ea,~~ ~l( ,SA,,Vl)l'.'.'._1w), r;_A.Y/Jl~-e. 1r~~)~ ~, )/r..NO {_ 1 ill/) ) ~5 abo \\J'e..e. Y:~-e(J 1-- 'f.~e ~ Mt01'1A~ JfA-(~ '""25.0 5°AAID ('.'. fw) 1 9f21.j) m~/IA.1111 t'o cAarft'.... y ra.,~-J.l we,[{ 1vaJ~) ~~ tjfA.Ve() ~~fO.~t ,- 30.0 51 l-TY fA---vD (_5f )1~ray) 'f,'it~ JU~~~) ft>t>(fy 1r~) 4"tt~,.ei~1 -. Cl/'t-'I £1 -j,+VD JrM) c~ ~6 L.E'i <!w )) 'k:,t', 11-\\ed /v1W1 :P{it'~~ \\ t-.o a,hb/.'i l we.ll &ir&).-d, M.91-;f-; 4"AA/0(5""{U,-h-Y > 'f\\11~ 'le, c&etf7~ ;;r4'tr*1~J we{(,q~ "5d,}!AF.::1 I ,- 35.0 ff+;VO,tNI) CIJ~8l£f (_~w)Ji_ark.. fa.'l l wteA,{.,(il-\\ :J~i~~ 1-o ~L'-' hb {es-1 f/t/ef(.:,r~e.J1 ~ &mfeJ; i::.ur-t lc..L) 1 ti" *1a ~14'-/ 1,;-j-/ff I J.rv BtJn~ 'TeftV\\,~'hJ df-Jf, f ff-. ,_ 40.0 0 ,- 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT 55 SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Bo,\\Log,... ITest Boring Rpt

templale, pg 2 00000\\xxxxx\\TBR-(boring #)

[ D 0 I AS'COM Test Boring Report BORING NO. CfJ---1-c; PAGE l OF 2.. PROJECT: JJ.es \\'t_,,,,, /)J),,£.c r.: /,,, VII\\ b,1 Fv.'I!, Fa.hn'a h~" /'zl£.1'lt i,u PROJECT NO: 6_,tJ/f871f f CLIENT: h/e,,<; 1,4' h.ou,f:. 4,{t,1.m!,~ FTA.e( ~hr,:,,,.'fi:.,,, ~cf.¥,'W LOCATION: CONTRACTOR: "'V51lco I ELEVATION: EQUIPMENT: 0etJno.6e DT~ NORTHING: GROUNDWATER I DRILLING INFORMATION EASTING: DATE HRS AFTER WATER DRILL METHOD DP CASING INSTALL TEMP/PERM DATE START: S' 7/11 COMP HOLE DIA. CASING DIA CASING TYPE DATE FINISH: 5'. '1 /11 TOTAL DEPTH ~r5 1 CASING DEPTH GROUT TYPE DRILLER: R, Ff-EE O'ldt~ SAMPLING IIJit,f,,~b.! HAMMER WT HAMMER FALL OVERSIGHT: Ct'1~,,1-e~ ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICAT:ON AND REMARKS SCREENING PER NUMBER FEET RANGE SOIL CLASSIFICATION: uses (PPM) 61NCHES 'jtl-1 ((<11.L )) browv\\ t e,1/\\~; !AIM,f<'ff- \\ i,4.c-e f/'\\~ ~4;J) ~~ 'lo 14'\\~tllW' I r.,i,1e. lf ~-;;;;;f'e.,J'; - 50 1( l1Y 1'A-A,,!)(fitf-i'~) 1 ~I\\> fc;..e )Aw. P f'tJ P"P 1',;*j '1itM l1w) \\ 1-zv-- '/?J '!J"llt/) f~M h, ~oarse_ w-e.,[( 1~,)etvVf/ 'h, ll"ld15f, ) t'7ace c~y 1 ,) - 10.0 '?A-NO l '1W)) "fr.Ji'/ )iV'--eJI 'c/lGill t,;c I( I -fa, [,7~15e I ~l ;1r?:J~) -f"a'fv..1<:1.f~ 15.0 f'Jt-t/Vf) { '>W ') A.,- a k,....te - 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Box\\Logs \\Test Boring Rpt - lemplale, pg 1 00000\\xxxxx\\TBR-(boring #)

A=-COM Test Boring Report BORING NO. IJ./J-2& PAGE 2-OF Z-ORGANIC SAMPLER DEPTH VAPOR BLOWS SAMPLE SAMPLE IN DEPTH FIELD CLASSIFICATION AND REMARKS FEET SCREENING PER NUMBER RANGE (PPM) &INCHES --20.0 '5AA'C? r:J G KJ-}..l~'"l. ') f 'Z..t/ \\ ~<,'1,,A_ ~ 1"2J..ve( I r,AA,,[( "Jv~c/ ~WA ' ,tLTI{ ~cA 1./ { C-L) 1 W 1,1t(, ;J~'-/ J -;fi.ft' ift.li.*rJff:: J '1Mt'<rr '""25 0 1'A,-i,~_( SQ) 11~f \\ h~e (a fo\\'r!'.11l WA J fu,.ce eftf I v.k(/ 1i'M~ '?&!*~a 1/J,t'IA){"?# \\ 11'.,-r.1/) -0;"-e J '()ac~ -,/Cf-1 l~,:N(y 1~/ i'ci~'7:f.w ':7/tA*f) AND t;/<..J..11~ l_fl.,AI) .c.c.A;'f (CL) -1 purp(e_ ~ 11i7-i/) (ie[lj ~t.'f'('\\ (11)(1-p(a.e-J,'c) )ry ~- ~ e~ri~ wM,~ ~-r- ~1>ff, 30.0 - 35.0 - 40.0 '""45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT ss SPLIT SPOON MOSTLY 50-100% WO WHILE DRILLING D 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR ND RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% 31+ HARD PM Tool Boxll.ogs.\\Test Boring Rpt-template pg 2 00000\\xxxxx\\TBR-(boring #)

SPLIT SPOON NO. 1 1 2 2 2 3 [ 3 [ 4 L s C l Table 4-3. Lithologic (Stratigraphic) Log of Westinghouse Test Hole No. lfL34 I SAMPLE SAMPLE DEPTH INTERVAL BLOW NO. (FEET) COUNTS -;, DESCRIPTION 1

1. 5 -

2. 0 2-2-3 Sand, moderate yellowish brown (10 YR 5/4), fine-very coarse, clayey; with very fine quartz gravel, slightly micaceous, dry.

1 2.0 - 2.5 Sand, dark yellowish brown ( 10 YR 4/2), fine to coarse, clayey, with fine quartz gravel; and clay, dark brown ( 5 YR 2/2), lignitic, dry. 3 4.0 - 4.5 4-5-3 Clay, very sandy, light brown (5 YR 5/6), moist, silty, plastic. 4 4.5 - 5.0 Sand, moderate yellowish brown (5 YR 5/4), fine to very coarse, with quartz gravel; and clayey, poorly sorted sand, moist. 5 5.0 - 5.5 Sand, same as above, grad-ing downward into clay, moderate brown ( 5 YR 4/4), slightly moist, slightly micaceous, plastic. 6 9.0 - 10.0 1 1 Silt, pale yelloiwsh brown (composite) (10 YR 6/2), very mica-ceous, clayey, slightly plastic. 7 10.0 - 10.5 Silt, same as above. 8 14.0 - 15.5 3-3-5 Clay, moderate brown (composite) ( 5 YR 4/4), micaceous, silty, moist. 9 18.0 - 18.5 Silty clay, moderate yel-lowish brown ( 10 YR 5/4) grading downward with sharp break into Sand, fine to medium, micaceous, quartzose, loose, moist, permeable.

[ [ [ [ l continued Table 4-3 SPLIT SPOON NO. 5 6 7 8 9 10 11 12 13 13 SAMPLE NO. 10 11 12 13 14 15 16 17 18 19 SAMPLE DEPTH INTERVAL (FEET) 19.0 - 19.5 24.0 - 25.5 (composite)

29. 0 -

30. 5

34. 0 -

35. 5 (composite) 39.0 -

40.5 (composite) 44.0 - 45.5 (composite)

49. 0 - so. 5 (composite) 54.0 -

55.S (composite) 59.0 - 59.5 59.5 - 59.7 BLOW COUNTS 4-5-4 3-3-5 3-5-6 4-7-11 4-5-7 20-37-48 35-5013-DESCRIPTION Sand, silty, slightly clayey, micaceous, very fine to fine, moist, permeable. Sand, coarse-very coarse micaceous, with fine gravel, quartzose, silty, not much clay. Moderate to high permeability. P- ?I Clay, medium gray (NS), T1,..... very plastic, no bedding or laminae (massive), slightly moist. Very low permeability. Clay, dark gray (N3), dry, massive. Very low permea-bility. Clay, medium gray (NS), massive, dry. Plastic when wet in lab. Very low permeability. Clay, medium dark gray (N 4), dry, micaceous, mas-sive. Plastic when wet in lab. Very low permeability. Shale, medium dark gray (N 4), hard, blocky with conchoidal fracture, dry, lustrous sheen. Very low permeability. Shale, same as above, except lighter color-medium gray (NS), Very low permeability. Clay, light gray (N7), slightly silty, micaceous, dry, plastic when wet. Very low permeability. Clay, silty, light gray (N 7) micaceous, plastic when wet. Very low permeability.

continued Table 4-3 SPLIT SPOON NO. 14 14 14 15 15 16 17 17 18 SAMPLE NO. 20 21 22 23 24 25 26 27 28 SAMPLE DEPTH INTERVAL (FEET) 64.0 - 64.S 64.S - 65.0 65.0 - 65.S 69.S - 70.0 70.0 -

70. 4 74.0 - 74.8 79.0 - 79.S 79.S - 81.0 84.0 - 84.8 BLOW COUNTS 12-25-32 so 22 /s 28-so/s-14-23-31 DESCRIPTION Sand, very fine to clayey, silty, dry.

all high plasticity. permeability.

fine, Over-Low Silt, clayey, light gray (N 7) micaceous, with sparse fine to medium sand grains, dry.

Low permea-bility. Clay, silty, medium gray (NS), micaceous, with some fine to medium sand grains; grading downward at 65. 2 ft to: Clay, medium light gray (N 6), massive, blocky. Very low permeability. Clay, light gray (N 7), massive, not micaceous, no silt or sand. Very low permeability. Clay, same as above. Clay, same as above. Clay, same as above, slightly silty; low permeability. Silt, same as above light gray. Low permeability. Claystone, medium gray, massive, blocky, dry. Very low permeability. Total Depth 85. 0 ft Summary 0 - 27 OKEFENOKEE FORMATION - PLEISTOCENE (TERRACE HYDROGEOLOGIC UNIT) Alternating beds of poorly sorted, fine to coarse sands, silt, and clays with quartz gravels scattered throughout. Very fine to coarse quartzose sand from 18.S - 27.0 ft most permeable. Screen was set at 18 - 23 ft in Well W- ~. 34

27- - 85 NOTES BLACK MINGO FORMATION ( HYDROGEOLOGIC UNIT 11) 27-49 Beds of medium-gray to dark gray, massive, micaceous, CLAY. Plastic when wet. Very low permeability. Moist in upper few feet only; dry below. 49-Sr Medium to medium dark gray SHALE, dry, blocky with conchoidal fracture, massive, with lustrous sheen when broken. 57=65. 2 Light gray, micaceous CLAY and SIL TY CLAY, with low permeability; with 1. 0 ft bed of very fine to fine CLAYEY SIL TY SAND and clayey, light-gray, micaceous SILT. Low permeability, plastic when wet, except for granular silt stratum ( 64. 5 - 65. 0 ft).

65. 2-76 Light to medium light gray, non-micaceous, massive CLAY, dry in borehole, plastic when wet in lab.

Essentially no permeability. 76-83 Light-gray, massive, non-micaceous CLAY and massive slightly SIL TY CLAY, dry, low permeability. Plastic when wet in lab. 83-85 Medium gray, massive, dry CLAYSTONE, blocky, Very low permeability.

1.

Color designation Standard: Geol. Soc._ of America, Rock-Color Chart, 1975.

2.

Permeability (hydraulic conductivity) descriptions are qualitative estimates from visual field observation of drill cuttings and laboratory classification of split-spoon samples.

3. Standard Blow Count is number of blows required to drive 1 3/8 in I. D., 2 - in O. D.

Split Barrel Sampler 6. inciles with 140 Pound Hamrtler. Falling 30 inches. Field and Lab Analyses by B. C. Spigner Senior Hydrogeologist

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: Sonic 17-27 6.0 in N/A N/A HAMMER WT 7-17 N/A N/A N/A CASING INSTALL CASING DIA. BORING NO. W-60 1 2 60585917 137.25 PID DATE HRS AFTER COMP BORING DIAM N/A OF DRILLING INFORMATION TEMP / PERM 10/08/18 GROUT TYPE SAMPLE NUMBER DEPTH IN FEET CASING DEPTH P CASING TYPE WATER N HAMMER FALL Columbia, SC 745,835.5835 2,023,286.8131 10/08/18 DRILL METHOD B. Romec 6 INCHES BLOWS PER 0.3 50+ 11-30 0-2 3-4 5-8 9-15 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE 31-50 DENSE 2.9 31+ BLOWS/FT. 16-30 DENSITY VERY DENSE 1.1 11.9 CONSISTENCY VERY SOFT SOFT MEDIUM STIFF STIFF SAMPLER MEDIUM DENSE 0.0 (PPM) 0.0 MACRO-CORE MC VERY STIFF HARD SS GRAB SAMPLE SHELBY TUBE SPLIT SPOON SAMPLER ID. ST G SAMPLE DEPTH RANGE 0-7 30-45% 15-25% 5-10% <5% TRACE C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 50-100% NOT READ NO RECOVERY SOME LITTLE FEW UR NR 5.3 Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SAND (SW), strong brown 7.5YR 5/6, fine to coarse grained, few silt, well graded, chemical odor 14'-16', wet to saturated CLAYEY SAND (SC), light yellowish brown 10YR 6/6, fine to coarse grained, little clay, well graded, moist SAND (SP), light gray 10YR 7/1, fine to medium grained, few silt, few clay, poorly graded, damp SAND (SW), light gray 10YR 7/1, medium to coarse grained, few gravel, well graded, saturated SILTY SAND (SM), yellowish brown 10YR 5/6, fine grained, poorly graded, damp SILTY SAND (SM), as above AS'COM

PAGE 0.1 0.3 0.2 SAMPLE BORING NO. DEPTH IN FEET 2 0.1 W-60 2 OF NUMBER SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS 0.3 0.1 0.1 CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE 5-10% NR <5% 31+ HARD PID (PPM) SAMPLER PER 6 INCHES BLOWS 17-27 27-37 37-42 Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 CLAY (CL), gray GLEY1 7/1,hard, low plasticity, dry SAND (SW), gray 10YR 7/1, medium to very coarse grained, few gravel, well graded, saturated Boring terminated at 42 feet CLAY (CH), greenish gray GLEY2 6/1, stiff, high plasticity, moist SILTY SAND (SM), light greenish gray GLEY 1 7/1, fine to medium grained, poorly graded, saturated SILT (ML), greenish gray GLEY1 6/1, soft, wet SAND (SW), light greenish gray GLEY1 8/1, fine to coarse grained, well graded, saturated SILTY CLAY (CH), greenish gray GLEY1 6/1, soft, moderate plasticity, wet SAND (SP), light greenish gray GLEY1 7/1, fine to medium grained, few silt, poorly graded, saturated CLAY (CL), greenish black GLEY1 2.5/1,hard, moderate plasticity, dry AECOM I\\. I

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 18.5 NOT READ NO RECOVERY UR NR C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 50-100% 30-45% 15-25% 5-10% <5% SOME LITTLE FEW TRACE CONSISTENCY VERY SOFT SAMPLE NUMBER SAMPLE DEPTH RANGE 0-7 SS GRAB SAMPLE SHELBY TUBE SPLIT SPOON SAMPLER ID. ST G MACRO-CORE MC VERY STIFF HARD SOFT MEDIUM STIFF STIFF SAMPLER MEDIUM DENSE (PPM) 3.4 15.8 9.8 VERY DENSE 0.1 31+ BLOWS/FT. 16-30 50+ 0-2 3-4 5-8 9-15 5-10 LOOSE BLOWS/FT. 0-4 11-30 31-50 DENSE DENSITY 4.5 VERY LOOSE 137.34 Columbia, SC 745,829.2570 2,023,288.2599 10/09/18 DRILL METHOD B. Romec N/A DRILLING INFORMATION TEMP / PERM CASING TYPE 6 INCHES BLOWS HAMMER FALL PER DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM WATER N CASING INSTALL CASING DIA. Sonic OF BORING NO. W-61 1 2 60585917 10/09/18 GROUT TYPE N/A N/A 17-26 6.0 in N/A N/A N/A HAMMER WT 7-17 Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SAND (SW), strong brown 7.5YR 5/6, fine to coarse grained, few silt, well graded, chemical odor, wet to saturated (interpreted from W-60) CLAYEY SAND (SC), light yellowish brown 10YR 6/6, fine to coarse grained, little clay, well graded, moist SAND (SP), light gray 10YR 7/1, fine to medium grained, few silt, few clay, poorly graded, damp SAND (SW), light gray 10YR 7/1, medium to coarse grained, few gravel, well graded, saturated SILTY SAND (SM), yellowish brown 10YR 5/6, fine grained, poorly graded, damp SILTY SAND (SM), as above AS'COM

PAGE 17-26 PID (PPM) SAMPLER 31+ HARD <5% 15-25% UR NOT READ 30-45% 5-10% NR NO RECOVERY TRACE FEW 50+ VERY DENSE 16-30 VERY STIFF 31-50 DENSE 9-15 STIFF MC MACRO-CORE NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. W-61 2 OF NUMBER SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE BORING NO. DEPTH IN FEET 2 PER 6 INCHES BLOWS 0.1 0.1 Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 SAND (SW), gray 10YR 7/1, medium to very coarse grained, few gravel, well graded, saturated Boring terminated at 26 feet CLAY (CH), greenish gray GLEY2 6/1, stiff, high plasticity, moist AECOM

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 0.5 0.5 NOT READ NO RECOVERY UR NR C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 50-100% 30-45% 15-25% 5-10% <5% SOME LITTLE FEW TRACE CONSISTENCY VERY SOFT SAMPLE NUMBER SAMPLE DEPTH RANGE 0-7 17-27 SS GRAB SAMPLE SHELBY TUBE SPLIT SPOON SAMPLER ID. ST G MACRO-CORE MC VERY STIFF HARD SOFT MEDIUM STIFF STIFF SAMPLER MEDIUM DENSE 1.2 12-17 (PPM) VERY DENSE 1.2 0.7 31+ BLOWS/FT. 16-30 50+ 0-2 3-4 5-8 9-15 5-10 LOOSE 0-4 11-30 31-50 DENSE DENSITY 0.8 VERY LOOSE 125.63 BLOWS/FT. Columbia, SC 745,485.4613 2,022,726.0792 10/09/18 DRILL METHOD 0.5 0.7 CASING INSTALL B. Romec N/A DRILLING INFORMATION TEMP / PERM CASING TYPE N WATER 6 INCHES BLOWS HAMMER FALL PER DEPTH IN FEET 10/09/18 CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM N/A CASING DIA. Sonic OF BORING NO. W-62 1 2 60585917 GROUT TYPE N/A N/A 7-12 N/A N/A HAMMER WT 6.0 in Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SAND (SP), light gray 10YR 7/1, fine grained, few silt, poorly graded, saturated CLAYEY SILT (MH), strong brown 7.5YR 5/8, medium stiff, some clay, moderate plasticity, moist SAND (SW), very pale brown 10YR 7/4, fine to coarse grained, well graded, saturated gravel layer at 7 feet SAND (SW), pale brown 10YR 6/3, fine to coarse grained, well graded, moist SAND (SW), reddish yellow 7.5YR 6/8, fine to coarse grained, few clay, well graded, moist AS'COM

PAGE PER 6 INCHES BLOWS PID (PPM) SAMPLER 31+ HARD <5% 15-25% UR 30-45% NE 5-10% NR NO RECOVERY TRACE FEW 50+ VERY DENSE 16-30 VERY STIFF 31-50 DENSE 9-15 STIFF MC MACRO-CORE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE NOT READ 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. 0.6 W-62 2 OF NUMBER 2 SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE 17-27 27-32 1.9 BORING NO. DEPTH IN FEET Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 CLAY (CL), as above SAND (SW), light gray 10YR 7/1, fine to very coarse grained, well graded, saturated Boring terminated at 32 feet CLAY (CL), dark gray 10YR 4/1, hard, moderate plasticity, damp SAND (SW), reddish brown 5YR 5/3, fine to coarse grained, well graded, saturated AECOM

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 7-17 0-7 DRILLING INFORMATION TEMP / PERM 10/10/18 GROUT TYPE N/A N/A N/A N/A N/A HAMMER WT OF BORING NO. W-63 1 3 60585917 N CASING INSTALL CASING DIA. N/A 6.0 in Sonic DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM CASING TYPE 6 INCHES BLOWS HAMMER FALL PER Columbia, SC 745,098.1342 2,023,019.4184 10/10/18 DRILL METHOD 138.78 B. Romec WATER 9-15 VERY DENSE 11-30 31-50 DENSE 50+ 0-2 3-4 5-8 (PPM) 0.8 0.2 3.9 2.0 1.0 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE DENSITY SAMPLER MEDIUM DENSE 1.0 31+ BLOWS/FT. 16-30 VERY STIFF HARD CONSISTENCY VERY SOFT SOFT MEDIUM STIFF STIFF G MACRO-CORE MC SAMPLE NUMBER SAMPLE DEPTH RANGE SS SAMPLER ID. 17-27 30-45% 15-25% 5-10% <5% SOME LITTLE FEW TRACE C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 50-100% UR NR NOT READ NO RECOVERY GRAB SAMPLE SHELBY TUBE SPLIT SPOON ST Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SAND (SP), brownish yellow 10YR 6/8, coarse grained, poorly graded, wet CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to coarse grained, little clay, well graded, damp SAND (SW), light gray 10YR 7/1, fine to coarse grained, few silt, well graded, saturated CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to coarse grained, little clay, well graded, damp CLAYEY SAND (SC), as above with gravel at 9.5 ft CLAYEY SAND (SC), light gray 7.5YR 7/1, fine to medium grained, little clay, damp AS'COM

PAGE 17-27 27-37 37-47 0.8 0.8 0.8 0.7 SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE BLOWS BORING NO. DEPTH IN FEET 6 INCHES W-63 2 OF NUMBER 3 0.6 0.7 0.8 CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 31-50 DENSE 9-15 STIFF MC MACRO-CORE 50+ VERY DENSE 16-30 VERY STIFF 5-10% NR NO RECOVERY TRACE FEW <5% 15-25% UR NOT READ 30-45% 31+ HARD PER PID (PPM) SAMPLER Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated CLAY (CH), gray 5Y 5/1, hard, moderate plasticity, damp SILTY SAND (SM), light gray 10YR 7/1, fine to medium grained, little silt, well graded, saturated SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated SAND (SP), brownish yellow 10YR 6/8, medium to coarse grained, poorly graded, saturated SAND (SW), as above with few gravel SAND (SW), light gray 10YR 7/1, fine to coarse grained, few silt, well graded, saturated SAND (SP), light gray 10YR 7/1, as above SAND AND GRAVEL (SW), pale brown 2.5Y 7/3, medium grained to gravel, few cobbles, well graded, saturated SAND AND GRAVEL (SW), yellow 2.5Y 7/6, as above AECOM

PAGE 37-47 31+ HARD NO RECOVERY 50+ VERY DENSE 16-30 VERY STIFF TRACE <5% NOT READ 31-50 DENSE 9-15 STIFF MC MACRO-CORE FEW 5-10% NR NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 15-25% UR WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME 30-45% NE NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLER ID. DESCRIPTIONS PER NUMBER 6 INCHES DEPTH IN FEET SAMPLER SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS PID BLOWS SAMPLE (PPM) BORING NO. W-63 3 OF 3 Test Boring Report 50.0 55.0 60.0 40.0 45.0 65.0 70.0 Boring terminated at 47 feet CLAY (CH), gray 5Y 5/1, hard, moderate plasticity, damp AECOM

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 7-12 0-7 DRILLING INFORMATION TEMP / PERM 10/10/18 GROUT TYPE N/A N/A N/A N/A N/A HAMMER WT OF BORING NO. W-64 1 2 60585917 N CASING INSTALL CASING DIA. N/A 6.0 in Sonic DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM CASING TYPE 6 INCHES BLOWS HAMMER FALL PER Columbia, SC 744,643.8030 2,023,511.3331 10/10/18 DRILL METHOD 140.15 B. Romec WATER 9-15 VERY DENSE 11-30 31-50 DENSE 50+ 0-2 3-4 5-8 (PPM) 0.6 1.8 1.2 0.9 0.8 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE DENSITY SAMPLER MEDIUM DENSE 0.8 12-17 31+ BLOWS/FT. 16-30 VERY STIFF HARD CONSISTENCY VERY SOFT SOFT MEDIUM STIFF STIFF G MACRO-CORE MC SAMPLE NUMBER SAMPLE DEPTH RANGE SS SAMPLER ID. 17-27 30-45% 15-25% 5-10% <5% SOME LITTLE FEW TRACE C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 50-100% UR NR NOT READ NO RECOVERY GRAB SAMPLE SHELBY TUBE SPLIT SPOON ST Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SILT (MH), dark gray 10YR 4/1, stiff, low plasticity, damp SILTY SAND (SM), strong brown 7.5YR 5/8, fine grained, poorly graded, damp SILTY SAND (SM), dark grayish brown 10YR 4/2, as above CLAYEY SAND (SC), dark grayish brown 105YR 4/4, fine to coarse grained, little clay, well graded, damp SILTY SAND (SM), yellowish brown 7.5YR 5/6, fine grained, little silt, poorly graded, damp SILTY SAND (SM), dark yellowish brown 10YR 4/4, fine grained, little silt, poorly graded, damp AS'COM

PAGE 17-27 27-32 1.0 1.4 0.8 SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE BLOWS BORING NO. DEPTH IN FEET 6 INCHES W-64 2 OF NUMBER 2 0.9 CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 31-50 DENSE 9-15 STIFF MC MACRO-CORE 50+ VERY DENSE 16-30 VERY STIFF 5-10% NR NO RECOVERY TRACE FEW <5% 15-25% UR NOT READ 30-45% 31+ HARD PER PID (PPM) SAMPLER Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated Boring terminated at 32 feet SAND (SP), light yellowish brown 10YR 6/4, fine to medium grained, poorly graded, moist SAND (SW), brownish yellow 10YR 6/8, fine to coarse grained, well graded, wet AECOM X

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: Sonic 6.0 in 0-7 17-27 DRILLING INFORMATION TEMP / PERM 10/12/18 GROUT TYPE N/A N/A N/A N/A N/A HAMMER WT OF BORING NO. W-65 1 2 60585917 N CASING INSTALL CASING DIA. N/A DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM CASING TYPE 6 INCHES BLOWS HAMMER FALL PER Columbia, SC 745,693.7040 2,024,027.4543 10/12/18 DRILL METHOD 138.17 B. Romec WATER 9-15 VERY DENSE 11-30 31-50 DENSE 50+ 0-2 3-4 5-8 (PPM) 4.3 1.5 3.4 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE DENSITY SAMPLER MEDIUM DENSE 31+ BLOWS/FT. 16-30 VERY STIFF HARD CONSISTENCY VERY SOFT SOFT MEDIUM STIFF STIFF SPLIT SPOON SAMPLER ID. ST G MACRO-CORE MC SAMPLE NUMBER SAMPLE DEPTH RANGE 30-45% 15-25% 5-10% <5% SOME LITTLE FEW TRACE C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 50-100% UR NR 1.6 NOT READ NO RECOVERY 7-17 SS GRAB SAMPLE SHELBY TUBE Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to medium grained, little clay, few silt, well graded, damp SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated SILTY CLAY (CL), strong brown 7.5YR 5/8, stiff, little silt, moderate plasticity, damp CLAYEY SAND (SC), light gray 10YR 7/1, fine to coarse grained, well graded, saturated AS'COM X X

PAGE BORING NO. DEPTH IN FEET PID (PPM) 17-27 27-34 1.5 0.6 W-65 2 OF NUMBER 2 SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE 1.3 8.2 7.4 CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME MACRO-CORE NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE NO RECOVERY TRACE FEW 50+ VERY DENSE 16-30 VERY STIFF 31-50 15-25% UR NOT READ 30-45% 5-10% NR <5% DENSE 9-15 STIFF MC 31+ HARD SAMPLER PER 6 INCHES BLOWS Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated Boring terminated at 34 feet CLAY (CL), dark gray 10YR 4/1, hard, low, damp SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated CLAYEY SAND (SC), yellowish brown 10YR 5/8, fine to medium grained, some clay, dense, well graded, moist CLAYEY SAND (SC), light gray 10YR 7/1, fine to coarse grained, little clay, well graded, wet AECOM

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 1.3 NOT READ NO RECOVERY 50-100% GRAB SAMPLE SHELBY TUBE SPLIT SPOON NOT ENCOUNTERED DESCRIPTIONS MOSTLY UR NR SOME LITTLE FEW TRACE B. Romec C. Suddeth WHILE DRILLING WD NOTES NE SS SAMPLER ID. 17-22.5 30-45% 15-25% 5-10% <5% MACRO-CORE MC SAMPLE NUMBER SAMPLE DEPTH RANGE VERY STIFF HARD CONSISTENCY VERY SOFT SOFT MEDIUM STIFF STIFF ST G SAMPLER MEDIUM DENSE 3.0 31+ BLOWS/FT. 16-30 1.3 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE DENSITY (PPM) 3.4 VERY DENSE 11-30 31-50 DENSE 50+ 0-2 3-4 5-8 9-15 Columbia, SC 745,687.8186 2,024,027.1699 10/12/18 DRILL METHOD 138.01 CASING TYPE 6 INCHES BLOWS HAMMER FALL PER DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM 10/12/18 WATER N CASING INSTALL CASING DIA. N/A OF BORING NO. W-66 1 2 60585917 DRILLING INFORMATION TEMP / PERM GROUT TYPE N/A N/A 6.0 in N/A HAMMER WT Sonic 0-7 7-17 N/A N/A Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated CLAYEY SAND (SC), strong brown 7.5YR 5/8, fine to medium grained, little clay, few silt, well graded, damp SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated SILTY CLAY (CL), strong brown 7.5YR 5/8, stiff, little silt, moderate plasticity, damp CLAYEY SAND (SC), light gray 10YR 7/1, fine to coarse grained, well graded, damp AS'COM X X

PAGE PER 6 INCHES BLOWS PID (PPM) SAMPLER 31+ HARD <5% 15-25% UR NOT READ 30-45% 5-10% NR NO RECOVERY TRACE FEW 50+ VERY DENSE 16-30 VERY STIFF 31-50 DENSE 9-15 STIFF MC MACRO-CORE NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. W-66 2 OF NUMBER 2 SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE BORING NO. DEPTH IN FEET 17-22.5 Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 Boring terminated at 22.5 feet SAND (SW), light gray 10YR 7/1, fine to coarse grained, well graded, saturated AECOM

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: SAEDACCO ELEVATION: EQUIPMENT: Geoprobe Sonic NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 0.0 NOT READ NO RECOVERY GRAB SAMPLE SHELBY TUBE SPLIT SPOON ST DESCRIPTIONS MOSTLY 50-100% UR NR SOME LITTLE FEW TRACE C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED SAMPLER ID. 17-27 0-7 30-45% 15-25% 5-10% <5% MACRO-CORE MC SAMPLE NUMBER SAMPLE DEPTH RANGE SS VERY STIFF HARD CONSISTENCY VERY SOFT SOFT MEDIUM STIFF STIFF G SAMPLER MEDIUM DENSE 3.0 31+ BLOWS/FT. 16-30 0.0 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE DENSITY (PPM) 0.0 VERY DENSE 11-30 31-50 DENSE 50+ 0-2 3-4 5-8 9-15 Columbia, SC 744,459.5852 2,024,485.7938 10/15/18 DRILL METHOD 132.60 B. Romec CASING TYPE 6 INCHES BLOWS HAMMER FALL PER DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM N CASING INSTALL CASING DIA. N/A WATER OF BORING NO. W-67 1 2 60585917 DRILLING INFORMATION TEMP / PERM 10/15/18 GROUT TYPE N/A N/A N/A N/A N/A HAMMER WT 6.0 in 12-17 Sonic 7-12 Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS CLAYEY SAND (SC), light blueish gray GLEY2 8/1, fine to coarse grained, some clay, few cobbles, well graded, most SILTY CLAY (CL), reddish yellow 7.5YR 6/8, stiff, little silt, moderate plasticity, damp CLAYEY SAND (SC), light brown 7.5YR 6/4, fine to coarse grained, some clay, few silt, well graded, moist to wet CLAYEY SAND (SC), light brown 7.5Y 6/4, fine to coarse grained, some clay, few silt, well graded, moist to wet SILTY CLAY (CL), dark red 10R 3/4 and light blueish gray GLEY2 7/1 laminations, stiff, low plasticity, damp AS'COM X X

PAGE SAMPLER PER 6 INCHES BLOWS 31+ HARD <5% DENSE 9-15 STIFF MC 15-25% UR NOT READ 30-45% 5-10% NR NO RECOVERY TRACE FEW 50+ VERY DENSE 16-30 VERY STIFF 31-50 MACRO-CORE NE NOT ENCOUNTERED 11-30 MEDIUM DENSE 5-8 MEDIUM STIFF G GRAB SAMPLE LITTLE 50-100% WD WHILE DRILLING 5-10 LOOSE 3-4 SOFT ST SHELBY TUBE SOME SAMPLER ID. DESCRIPTIONS NOTES 0-4 VERY LOOSE 0-2 VERY SOFT SS SPLIT SPOON MOSTLY CONSISTENCY BLOWS/FT. DENSITY BLOWS/FT. 0.0 W-67 2 OF NUMBER 2 SAMPLE DEPTH RANGE FIELD CLASSIFICATION AND REMARKS SAMPLE 17-27 27-31 0.0 BORING NO. DEPTH IN FEET PID (PPM) Test Boring Report 25.0 30.0 35.0 40.0 20.0 40.0 45.0 Boring terminated at 31 feet SAND (SW), gray 10YR 6/1, fine to coarse grained, few clay, well graded, wet CLAYEY SAND (SC), light greenish gray GLEY2 8/1 to brownish yellow 10YR 6/8 mottled, fine to coarse grained, some clay, well graded, saturated CLAYEY SAND (SC), light blueish gray GLEY2 8/1, fine to coarse grained, some clay, few cobbles, well graded, most AS'COM t-t-

PAGE PROJECT: Westinghouse Columbia Fuel Fabrication Facility PROJECT NO: CLIENT: Westinghouse Columbia Fuel Fabrication Facility LOCATION: CONTRACTOR: Elite Techniques ELEVATION: EQUIPMENT: Geoprobe NORTHING: GROUNDWATER EASTING: DATE START: DATE FINISH: DRILLER: OVERSIGHT: 2.3 2.6 NOT READ NO RECOVERY UR NR D. Rogers C. Suddeth WHILE DRILLING WD NOTES NE NOT ENCOUNTERED DESCRIPTIONS MOSTLY 30-45% 15-25% 5-10% <5% SOME LITTLE FEW TRACE 50-100% SAMPLE NUMBER SAMPLE DEPTH RANGE SS CONSISTENCY VERY SOFT 15-19 GRAB SAMPLE SHELBY TUBE SPLIT SPOON SAMPLER ID. ST G MACRO-CORE MC VERY STIFF HARD SOFT MEDIUM STIFF STIFF SAMPLER MEDIUM DENSE 0.0 0.4 0.0 0.1 31+ BLOWS/FT. 16-30 1.1 0.6 DENSITY VERY DENSE 5-10 LOOSE BLOWS/FT. 0-4 VERY LOOSE 11-30 31-50 DENSE 50+ 0-2 3-4 5-8 9-15 Columbia, SC 745,329.2457 2,022,496.2174 11/01/18 DRILL METHOD PER 113.40 CASING TYPE 6 INCHES BLOWS HAMMER FALL (PPM) DEPTH IN FEET CASING DEPTH P PID DATE HRS AFTER COMP BORING DIAM 11/01/18 WATER N CASING INSTALL CASING DIA. N/A OF BORING NO. W-68 1 1 60585917 DRILLING INFORMATION TEMP / PERM GROUT TYPE N/A N/A N/A N/A N/A HAMMER WT 10-15 8.0 in 3.0 in Auger Direct Push 0-5 5-10 Test Boring Report 5.0 10.0 15.0 20.0 FIELD CLASSIFICATION AND REMARKS SILT (ML), strong brown 7.5YR 5/6, soft, trace fine sand, moist CLAY (CH), yellowish brown 10YR 5/4, soft, high plasticity, moist SAND (SW), dark reddish brown 5YR 3/4, ine to coarse grained, well graded, saturated SANDY SILT (MH), dark grayish brown 10YR 4/2, soft, high plasticity, wet SILTY CLAY (CL-ML), very dark gray 7.5YR 3/1, soft, little silt, moderate plasticity, wet CLAY (CH), dark grayish brown 10YR 4/2, soft, high plasticity, moist SILTY CLAY (CL-ML), as above SILT (ML), dark gray 7.5YR 4/1, soft, low plasticity, wet CLAY (CL), very dark gray 7.5YR 3/1, very stiff, low plasticity, damp Boring terminated at 19 feet AS'COM -}}

ML20353A328

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