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70-92 Boston Street - Phase 1 Initial Site Investigation and Tier Classification - Appendix F - January 2006 APPENDIX F SOIL BORING LOGS[MONITORING WELL CONSTRUCTION LOGS itc Project/Client Project No. Boring No. SB-1 Sheet Flynntan/City of Salem 28367-0050-00000 welt No: MW-1 1 of 2 Soil Boring Log LocationnesQlprion TRC Geologist 70-92 Boston Street,Salem,Massachusetts 1.Hinter Drilling Contractor/Foreman Geoprobe Make/Model Auger/Drive Casing Sne%I`ype ADH Environmental Sampling,Inc./P.Hatfield '[lack-mounted(DT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates Acetate liner modified Burmeister X=n/a Y=n/a i Fflter Seal AmounVrype: 4'-2' /bentonite chips Drill Bit/Auger Diameter. 2 in. ReL EL: nth Sand Pack Amounurype: 15'-4'/No.3 sand Hammer WeigbtWall: n/a Riser Stick Up: u/a Screen Length/lype: 15'-5' /0.010 slot I in.,dia.sch.40 PVC Water Table Depth: 8 ft. Surface Elevation: o/a Riser l.eugthri),w 5'-0'/1 in.dia.sch.40 PVC Total Depth: ^ 15 ft. Date Start: 11/17/04 Date Finish: 11/17/04 Pen/Rec Strati- Depth sample 1%10"15/ .Number RQD Core Sample Description graphicfield ab Sample wen Number Coostivction Deseri d T�o °g 575' Top 3 in.vegetation(grass),topsoil 34M.A&WOn 1 Dry,loose,light brown,M-C Sand box in couane , d 0 2, y OVM-0 0 —_ a o — 3 3 =- Ti CG 6 — _J 4 OVM=0 5 - 5'/5' Sand as noted above(continued) 6 OVM=0 7 8 @ 8 ft: change to wet,dark gray Sand OVM=0.1 SB 1-8 (hydrocarbon odor noted) pH=7.86 9 43.4 mV v, -61.6 relm 10 z 5'/5' Sand(continued) 11 12 13 Granular Soils Cohesive Soils Grain Size(USCS) Notes Blows/rt Density Blows/ft Density 1) 3-inch dia.flush-mounted well box in concrete 0-4 Y.loose >2 V.sort s,lurlay <0•08"UL 2) M-C: medium to coarse 4-10 loose 2-4 soft. L sand 0.434.08 mm 1L m.dense 4$ m.stiff m.sand 2.04L43 mm 3) mV:. ORP in millivolts dense 8-15 stiff c.sand 4.1i-2.0 mm 4) relmV: ORP in relative millivolts v.dense 15-30 v stiff L gravel 19-CS mm ions >30 hard c.gravel 75-19 mm ome 20-3596cobble 300-75 mm nd 35-50% boulder >300mm � � Projed/CGent Project No. Boring No. SB-1 Sheet Flyontan/City of Salem 28367-0050-00000 2 2 Well No. MW-1 Soil Boring Log motion Dtstxiptlon TRC Geologist 1 70—92 Boston Street,Salem,Massachusetts L Hunter eNRec Strati- Numbermb1e ROD Core Sample Description graphic Field tab Sample won ReC D=ription Testing Number Construction Sand(continued) 8 15 , 16 17 18 19 2U 21 22 23 \ 24 25 26 27 28 29 30 31 Granular Soils Cohesive Soils Grain Size(USCS) Notes Bbws/ft Density Blows/ft Density 0-4 v loose >2 v_soft siWclay <0.08 mm 4-10 loose 2-4 soft f,sand 0.43-0.08 mm n10n m -30 m.dense 4-8 M.stiff m.sand 2-0-0.43 m 30 1 -`0 dense" 8-15 stiff c nand 4.8-2.0 mm / >50 v.dense 15-30 v-stiff f_gravel 19-4_8 mm Proportions >30 hard c gravel 75-19 mm trace 0-10% some 20-35% cobble 300-75 mm little 10-20% and 35-50% boulder >300 mm 7RC Project/Client Project No. Boring No. SB-2 Sheet Flynntan/City of Salem 28367-0050400000 well No. MW 2 1 of 2 l Soil Boring Log I'°cadon Description TRC Geologist 70-92 Boston Street,Salem,Massachusetts. J.Hunter DriDing Contractor/Foreman Geoprobe Make/Model Auger/Drive Casing S-frype j ADH Environmental Sampling;Inc._/P.Hatfield Track-mounted(DT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates r i Acetate liner modified Burmeister X n/a Y=n/a i Filter seal Amounvl�nx: 17'-15'/bentonite chips nm BivAuger Diameter. 2 in. ReG EU,n/a - Sand Pact Amount/type: 28'-17'/No.3 sand Hammer WeightfflWh n/a Riser Stick Up: n!a } Screen Lengthllype: 28'-18' /0.010 Slot I in.dia.sch.40 PVC water Table Depth: —20 f'I. Surface Elevation: n/a Riser Length/rype: 18'-0'/1 in.dia.sch.40 PVC Total Depth: «28& Date Start: 11/17/04 Date Finish: 11/17/04 _.I Pe ec Depth Sample Bows/ Core Sample Description �p� Lab Sample Well Number RQD Desc. do T-Ift Number Construction 5'/5' 3-4 in.bituminous concrete(asphalt) Dry,v.loose,yellowish brown,F-M Sand, bmkvonade i ! 1 trace Gravel. 2 OVM=O SB2-2 3 4 OVM=O 5 575' Sand as noted above(continued) 6 OVM=O 6 OVM =0 9 . 10 5'15' Sand(continued) OVM =0 -- 11 12 13 Granular Soils Cohesive Soils Grain Sine(USCS) Notes BtowsM Density Blows* Density 1) 3�-inch dia.flush-mounted well box in-concrete 0.4 v.loose >2 V.soft snuclay <0.08 mm 4-10 loose yd soft t saw 0.43.0.08 mm 2) F-M: fine to medium 10-30 m.dense 4-8 m.stilt m.sand 2.0-&43 nun 30-50 dense 8-15 Stiff c.sand 4.8-2.0 mm >50 Y.dense 1g 30 V.stiff L gravel 19AS mm Proportions >30 bard c.gravel 75-19 mm trace 0-10% some 20-35% cobble 300-75 mm little 10-20% and 35-50% boulder >300 mm TRC Projecdclient Project No. Boring No. SB-2 Sheet Flynntan/City of Salem 28367-00504MM 2 of 2 Well No. MW-2 .Soil Boring Log Location Description TRC Geologist 70-92 Boston Street,Salem,Massachusetts J.Hunter Depth Sample Stows/ P Core Sample Description graphic Field lab Sample Well Number RQD Rec .on Testing Number Construction Sand(continued) T- 15— . ..San(wontinued)-,.= _, x OVM—.0 _ -r - 16 a 17 18 19 20 5"5' Sand(continued) OVM=0 21 @ 20 ft: Wet 22 H en 23 z 24 25 Sand(continued) a6 27 28 29 30 31 Granular Soils Cohesive Soils Grain Size(USCS) Notes Blows/ft Density Blows/ft Density Oat v.loose >2 V.soft sjWday c0.08 mm 4-10 loose 2-4 soft f.sand, 0.43-0-08 mm 10-30 m.dense 48 M.stiff m.sand 2.0-0.43 mm 30-50 dense 8-15 stiff a sand 4.8-2-0 mm >50 v.dense 15-30 v.stiff f_gravel 19-4.8 mm Proportions >30 hard c.gravel 7549 mm trace 0-10% some 20-35% cobble 300-75 mm little 10-20% and 35-50% boulder >300 mm 7R Project/Client Project No. Boring No. SB-3 Sheet Flynntan%City of Salem 28367-0050-00000 Well No. MW-3 1 of 2 Soil Boring Log Location Description TRC Geologist 70—92 Boston Street,Salem,Massachusetts L Hunter Drilling Contractor/Foreman Geoprobe Malm/Model Auger/Drive Casing SizdType j ADH Environmental Sampling,Inc./P.Hatfield Track-mounted MT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates- Acetate liner Modified Burmeister X_—n/a Y=n/a Filter Seal AmountArype: 4'2' /bentonite chips. Drill Bit/Auger.Diameter: 2 in. Ref.EL: o/a Sand Pack Amount/Type. 15'-4'/Na 3 sand Hammer Weight/Fall: da Riser Stick Up: eta Screen Length/Iype: 15'-5' 10.010 slot 1 in dia sell.40 PVC Water Table Depth: --6 ft. Surface Elevation: n1a Riser LengaVlhw: 5'-0'/1 in.dia.sch.40 PVC Total Depth: - 15 ft. Date Start: 11117ro4 Date F-nush: 11/17/04 Sample jal.,�W IP-IR- Strati- Depth Field Lab Sample well Number RQD Core Sample Description I:mP ber Comtructioo liar Num 2'/2' 4 in.concrete 1 di&well Dry,v.loose,yellowish brown,FM Sand m m d. concrete o 2 2' ' Sand as noted above(continued) OVM=0 _ s o _ 3 - 3 s 4 -- 5'/5' Sand(continued) OVM=0.5 6 @ 6 ft: dark gray,F-M Sand OVM=0.9 SB3-6 (hydrocarbon odor noted) pH=7 87 7 82.8 mV @ 7 ft: Wet,dark gray,F-M Sand 71.7 re1mV 8 9 5'/5' Sand as noted above(continued) z' 10 11 12 13 Granular Sods Cohesive Soils Grain Size(USCS) Notes Blows/ft Density Blows/ft Density 1) 3-inch dia.flush-mounted well box in concrete for 0-4 v.loose >2 V.soft silt/clay c0.08 mm 4-10 loose 24 soft f sand 0.43-O.08 min completion. 10-30 m.dense q g m.stiff m.sand 2.0-0.43 min 2) F-M: fine to medium 3050 dense 8-15 stiff -sand 4.8-2.0 min >50 Y.dense 15.,30 V.sin f.gravel 19-4.8 min 3) mV: ORP In millivolts Proportions >30 hard C.gravel 75-19 mm 4) relmV: ORP in relative millivolts trace 0-10% some 20.35% cobble 300-75 min boulder >300 min little 10-211% and 35-50% I ProjecNCU-nt Project No. Boring Na SB-3 Sheet 7R . Flynutan/City of Salem 28367-0050-00000 2 of 2 Well Na MW-3 Soil Boring Log Location Description TRC Geologist ) 70—92 Boston Street.Salem,Massachusetts L Hunter Sample Bs✓ Pen/Rec Strati low graphic- Depth Number low Core Sample Description graphic Field Lab Sample Well Rec De 'on Testing. Number CoastrMlion Sand(continued) 9�w 15 16 17 18 19 20 21 22 23 1 24 ) 25 26 27 28 29 30 31 Granular Soils Cohesive Solis Grain Size(USCS) Notes Blows/ft Density BlowsM Density 0-4 v.loose >2 v.soft siWday c0.08 mm 4-10 loose 2-4 soft f.sand 0.43-0.08 mm 10-30 m.dense 4-8 in.stiff m_sand 2.0-0.43 mm 30-50 dense 8-15 stiff c.sand . 4.8-2.0 mm >50 v.dense 15-30 v.stiff f.gravel 19-4 8 mm Proportions >30 hand a gravel 75-19 mm trace 0-10% some 2035% cobble 300-75 mm rttle 10-20% and 35-50% bolder >300 mm RC Project/Client Project No. Boring No. SB-4 Sheet Flynntan/City of Salem 29367-0050-00000 wen No. MW-4 1 of 2 \ SOIL Boring Log Location Description TRC Geologist 70—92 Boston Sheet,Salem,Massachusetts J.Hunter Drilling Contractor/Foreman Geoprobe Make/Model Auger/Drive Casing S-df ype ADH Environmental Sampling,Inc./P.Hatfield Track mounted(1371166) 2 in-stainless steel core Sampler Description Classification Method Coordinates i Acetate liner Modified Burmeister %n/a Y=n/a_ J Filter Seal Amountlrype: 113'-9.5' /bentonite chips Dn7l l iWA p uger .Diameter. 2 in. :Ret EL: n/a Sand Pads Amountrfype: 22S'-11 S'/No.3 sand Hammer Weight/Fall: n/a Riser Stich Up: da ' Screen Lengthrrype:223'-125'/0.010 slot I in.dia.sch 40 PVC Water Table Depth: — 15 ft. Surface Elevation: n/a Riser I.engthPrype 123'-0'/1 in.dia.sch.40 PVC Total Depth: --22-5 ft. Date Start: 1 UI8104 Date Finish: 11/18/04 `_. ( Dept Sample Blows/ PCore Sample Description grapes Field Lab Sample Well Number 'RQD tt Testing Number Construction Rec--� 5'/1' 3 in,grass/top soil Poor 1 Dry,loose,yellowish brown,M-C Sand recovery bDX iQ and Gravel 3 f _t 4 y1 5 571.5 Poor Sand(continued) recovery o $ h 6 - o .3 7 8 9 10 _- 5'15' Sand(continued) OVM=0 s" 12 OVM=0.1 13 pH=930 128.6 mV 115.2 relB4-14 z m S Granular Soils Cohesive Soils Grain Sine(USCS) Notes Bbws/ft Density Blows/ft Density 1) 3-inch dia.flush-mounted well box in concrete 0.4 v.loose >2 v.soft sat/clay <0.08 mm 4-10 loose 24 soft L sand 0.43-0.08 mm 2) M-C: medium to"coarse 10-30 in.dense 4-0 in.stiff in.Sand 2.0-0.43 mm 3) Soil sample collected at 14 ft.due to poor recovery 3050 dense 8-15 stif[ a sand 0.5-2 0 mm >50 v.dense �30 v stiff f gravel 19-4 S mm Of upper horizon samples Proportions >30 hard e.gravel 75-19 mm 4).mV: ORP in millivolts trace al0% some 20-35% cobble 300-75 mm 5) relmV: ORP in relative millivolts little 10-20% and 35-50% boulder >300 mm Project(Client Project No. Boring No. SB-4 Sheet TRC Flynntan/City of Salem 28367-00504)OD00 open No. MW-4 2 of 2 Soff Boring Log Location Description 11tc Geologist l 70-92 Boston Street,Salem,Massachusetts L hunter SamDepthple Blows/ P Core le Descri lion Strati- Feld Lab Sample Wen Number ROD Rea Samp P Testing Number. Construction Sand(continued) 1s @ 15-& Wet Sand(continued) -— _..... _ a _ 16 17 }} 18 z 19 20 2S72S' Sand(continued) 21. 22 23 l 24 25 26 27 28 29 30 31 Granular Soils Cohesive Soils Grain Size(USCS) Notes Blowslit Density Blows/ft Density 0-4 v.loose >2 V.soft silt/day <0.08 mm 4-10 loose 2-4 soft _ C sand 0.43-0.08 mm 10-30 m.dense 4-8 M.stiff m.sand 2.0-0.43 mm l 30-50 dense 8-15 stiff o.sand 4.8-2.0 mm >5 v.dense 15-30 v.stiff f_gravel 19-4.8 mm Proportions >30 fiord e.9ravel 75-19 mm trace 0-10% some 20-35% cobble 300-75 inm little 10.20% and 35-50% boulder >300 mm ProjeWCHent Project No. Boric No. SB-5 'Shed + FlynntadCity of Salem M67-00504WW Well No. n/a 1 of t SOII BOi1IIg LogLocation Description TRC Geologist 70=92 Boston Street,Salem,Massachusetts L Hunter Drilling Contractor/Foreman Geoprobe Make/Model Auger/Drive Casing.Size/1`ype . ADH Environmental Sampling,Inc./P.Hatfield Track-mounted(DT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates Acetate liner modified Burmeister X=Ufa Y=n/a Filter Seat Amountll�nm: o/a Dn'p;BWA Diameter: 2 ln. R&EU n/a Sand Pack AmounVrype:'da Hammer Welght/Falh da Riser Stick Up: da Screen Length/lype: da Water Table Depth: da Snr[ace E(evaGon: da Riser Pe: n/a Total Depth: 5 ft. Date Start: 11/17A4 Date Fioisic 11/17/04 Depth Sample Blows/ P�n/Rreec Sample Description graphic Field Lab Sample Well Number RQD o Testing Number Construction 4 in.concrete 1 Dry,v.loose,-yellowish brown,F M Sand 2 ovM=0 sBs-2 3 4 5 Refusal at 5 feet.. 6 7 S 9 to 11 12 13 Granular Soils Cohesive Soils Grain Size(USCS) Notes Blows/ft Density Blows/@ Density 1) F-M: fine to medium 04 v.loose >2 V.soft silt/clay <0.08 mm 4-10 loose 24 soft E sand 0.43-0.08 mm 10-30 m.dense 4-8 m.stiff m.sand 2.0-0.43 mm 30-50 dense 8-15 stiff c.sand 4.9-2.0 mm >50 v.dense 15-30 V.stiff E gravel 19-4.8 mm Proportions >30 hard e.gravel 75-19 mm trace 0-10% some 20-35% rabble 300-75 mm little 10-20% and 35-50% boulder >300 nut Project/Client Project No. Boring No. SB-6 Sheet Flynntan/City of Salem 28367-00504)0000 R,eii No. MW-5 1 of 1 Soil Boring Log Location Description TRC Geologist l 70—92 Boston Street,Salem,Massachusetts L Hunter J Drilling Contractor/Foreman. Geoprobe Make/Model Aug-/Drive Casing Size/1`ype ADH Environmental Sampling,Inc. Track-mounted OYMO 2 in.stainless steel core Sampler Description Classification Method Coordinates Acetate liner modified Burmeister X=n/a Y=n/a Fitter sea[Amoumnype:.1.5'-1' /bentonite grips Drill m[muget Diameter: 2 in. ReL EU n/a Sand Pack Amount/rype: 7'-l-V/No.3 sand Hammer WelghtfFalt: n/a Riser Stick W. nla Screen Ixngihtrype: T-T /0.010 slot 1 in.dia.sch.40 PVC Water Table Depth ^-2 ft.. sort—Elevation: e/a Riser Length/type: 2'-W/1 in.dia.sch.40 PVC Total Depth:.--7 ft. Date Start 11/17104 Date Finish: 11/17/Q4- Sample Blows/ n/l ei Depth Number RQD Pe�m Sample Description graphic Testing �k construction 575' 4 in.concrete � . dI LLLL twr in comae 1 Wet,loose,dark gray,F-C Sand � -- OVM=0 -- 2 Win■ 4 No o 3 0 3 4 3 5 2/2 Sand as noted above(continued) OVM.=0 6 0 Z 7 Refusal at 7.ft. 8 9 10 it 12 13 Granular Soils Cobeslve.Soils Grain,%=(USCS) Notes BloWs/ft Density Slog wit 1) 3-inch dia. flush-mounted well box in concrete for 04 v.loose >2 V.sort siltklay <0.08 mm 4-10 loose 24 soft L sand 0.43-0.09 mm completion. 10,30 m dense 4-8 m.stiff m.Sand 2.0-0.43 mm 2) F-C: fine to.coarse 30-50 dense 8-15 stiff c.sand 4.8-2.0 mm ;,;sov,dense 15-30 V.situ f gravel 19-0.8 mm 3) Not enough dry soil for soil testing. Proportions >30 hard a gravel 75-19 nun trace 0-10% some 20-35'% cobble 300.75 mm little 10-20%. and 35-50% boulder >300 mm Project/Clieut Project No. Boring No SB-7 Sheet WK Flynntan/City of Salem Z8367-0050-00000 Well No n/a 1 of 1 Soil Boring Log Locatfon Description TRC Geologist 70—92 Boston Street,Salem,Massachusetts L Hunter Drilling Contractor/Foreman Geoprobe Make/Model Auger/Drive Casing Sizdl�ype j ADH Environmental Sampling,Inc-l P..Hatfieid Track-mounted(DT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates Acetate liner modified Burmeister X=n/a Y=n/a JFilter Seal Amoont/1ype: n/a Drill awA_ _ tiger Diameter: 2 in_ Ret:Fl:.nfa 1. Sand Pact Amount/lype: n/a Hammer-Weight/Fall: n/a Riser S"Up:n/a s 1 Screen 1-enSthnryPe" n/a Water Table Depth: n/a Surface Elevation: n/a Riser LengthA5 pe: o/a Total Depth: 5 ft, Date Start: 11/17/04 Date Finish: 11/17/04 i !! Sample Blows/ Peo/Rec Strati- ell Depth Number RQD cAm Sample Description graphicT)�eldOng Number Lab lo Construction geeDescri do 5'11' 2 in bituminous concrete`(asphalt) 1 Damp,v.loose,dark gray,F-M Sand 2 OVM=O. SB7-2 3 4 Brick debris at base of acetate liner 5 Refusal at 5 feet. 6 7 8 9 10 11 12 13 Granular Soils Cohesive Soils Grain Size(USCS) Notes Blows/ft Density Blows/ft Density 1) F-M: fine to medium 0-4 v.loose >2 V.son silt/day <0.08 min 4-10 loose 24 soft L sand 0.43-0.08 min 10-30 m.dense 4 8 m_stiff uL sand 2.0-0.43 mm 30-50 dense &15 stiff C.sand 4.8-2.0 moi >50 v.dense 15-30 V.stiff 4 gravel 19-0.8.mm. Proportions >30 hard a gravel 75-1. mm trace 0-10'% some 20-35% cobble 300-75 mm little 10-20% and 35-50% boulder >300 min Project/Client Project No. Boring No. SB_8 Sheet TRC FlynntWatyof Salem 28367-MO-00000 1 of 1 Well No. n/a SOiI Boring Log 70 Location a sos�Street,Salem,Ma�Cnnseus tion �i.H�� % .Drilling Contractor/Foreman Geoprobe Make/Model Aug-/Drive Casing Si d*4pe ADH Environmental Sampling,Inc-/P.Hatfield Track-mounted(DT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates Acetate liner modified Burmeister &=n/a, Y=nfa Filter Seal Amoontnhx: n/a Drill Bit/Auger Diameter. 2 in. Rel,EL:n1a Sand Pack AmountnYpe:n/a crammer Welght/Fell: n/a Riser Stick Up: n/a Screen ape: n/a water Table Depth: n/a Solace Elevation: n/a Riser Lengthr][hm: m& Tow Depth: 3.5 fL Date Start 1 t/17/04 Date Finish: 11117/04_- Depth Sample Blows/ P� Sample Description graphicField 14ab Sample well Number RQDTesting Number Construction 3.5'l3.5 2 in.top soil 1 Dry,stiff,olive brown,Silt/Clay 2 OVM=O pH=7.79 SB8-2 91.9 mV 3 83.7 relmV 4 Refusal at 3.5 feet. 5 6 7 8 9 10 11 12 13 Granular Soils Cohesive Soils Grain Size(US(S) Notes Blows/tt Density BlowsM Density 1) Three attempts;moved approx.25 feet northeast 04 v.loose >2 V.soft sauday <0.08 mm 4-10 loose 24 sort. C sand 0.4340.08 mm of building for last drive. 1 10-30 mu.dense 48 mn stitr m.sand 2.04L43 min 2) mV: ORP in millivolts 30-50 dense 8-15 still c.sand 4.8-2.0 mm m >50 Y.dense 15-30 V.stiff t:grate 19-U mm 3) relmV: ORP in relative millivolts Proportions >30 hard c.gravel 75-19 mm trace 0-10% some 20-35% cobble 300-75 mat little 10-20% and 35 50% boulder >306 mm TRC Project/Client Project No. Boring No. SB-9 Sheet Flynntan/Cityo Salem 28367-0050-00000 i of 2 well No. MW-6 Soil Boring Log Location Desorption TRC Geologist 70—92 Boston Street,Salem,Massachusetts J.Hunter Drilling Contractor/Foreman Geoprobe Make/Model Auger/Drive Casing S-drype i ADH Environmental Sampling,Inc./P.Hatfield Track-mounted(DT66) 2 in.stainless steel core Sampler Description Classification Method Coordinates Acetate liner modified Burmeister %n/a Y=n/a i Filter Seal Amou VType: 4%2' /bentgnite daps Dn71 B-WAmger Diameter:'2 in. ReUM: n/a Sand Pack AmounVrype: 15'4'/No.3 sand Hammer Weight/Fag. n/a -Riser Stick Up: n/a Screen leugthrlype: 15'-5' /0.010 slot 1 in.dia.sch.40 PVC Water Table Depth: -;-8.5 ft. Surface Elevation: n/a Riser Lengthrlype: 5'-W%1 in.dia.sch.40 PVC Total Depth:: 15 ft. Date Start: 11/17M4 1 Date Finish 11/17/04 Depth Sample Bows/ Penatec Strati-Core Sample Description graphic Field Lab Sample Well JJ Number RQDTesting Number Construction 5'10' 4 in.concrete _ 3 m m�o a; 1 No recovery box oww �Ft � 2 x 4J F 2 -- O G 3 s =- 4 r F1 5 5'/5' Damp,v.loose,olive gray,F-M sand 6 (hydrocarbon odor noted) OVM=0 7 8 - OVM=0.3 SB9-8 @ 8.5 ft: change to wet pH=9.24 9 -30.1 mV -40.5 relmV 10 z 575' Sand as noted above(continued) 11 - 12 13 Granular Soils Cohesive Soils Grain Sue(MCS) Notes Blows/ft Density Blo"sM Density 1) 3-inch dia.flush-mounted well box in concrete 04 v.loose >2 v_soft sauclay <0.08 mm 4-10 loose 24 soft [sand 0.43-0.09 min 2) F-M: fine to medium 16-30 m.dense q g m.stifr m.sand 2 0-0.43 min 3) 111V: 01�in millivolts 30-50 dense 8-15 stiff c.sand 4.8-2.0 min >50 v.dense 15-30 V.stiff L gravel 19-4.8 min 4) relmV., ORP in relative millivolts Proportions >30 bard c.gravel 75-19 mm trace 0-10% some 20-35% cobble 300,75 min little 10-20* and 35-50* boulder >300 mm Project/Client Project No. =. Boring No. SB-9 Sheet TRC Flynntan/City of Salem 28367-0050-00000 2 of 2 Well No. MW-6 Soil Boring Log Location Description TRC GeoloOA ) 70—92 Boston Street,Salem,Massachusetts L Hunter Rec - lab Samp [)t?RtF1 SaMI34e Blows/ well Number ROD F Core Sample Description V20k Description Te g Number k Construction Sand(continued) A 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Granular Solis cohesive Solis Grain Size(USCS) Notes Biows/ft . Density BlowsM Density 0-4 v.loose >2 V.soft siltlday <0.08 mm 4-10 louse 2-4 soft f.sand 0.43-0.08 mm 1030 in.dense 4-8 m.Stiff in.sand 2-0-0.43 mm 30-50 dense &i5 stiff c.sand 4.8-2.0 mm >50 v.dense 15-30 v.stiff f.gravel 1974.8 mm Proportions >30 hard c.gravel 73-19 mm trace 0-10% some 2035% cobble 300-75 mm little 1G-20% and 35-50% boulder >300 mm 7RC Project/Client Project No. Boring No 513-10 Sheet l�lynntau/City of 28367-0050-00000 1 of 2 Well No. n/a Soil Boring Log Location Description TRC Geologist 70—92 Boston Street,Salem,Massachusetts J.Hunter Drilling ContractorWoreman Geoprobe MakelModel Auger/Drive Casing Skdrype ADH Environn=W Sampling,Inc./P.Hatfield Track-mounted(DT 66) 2 in.stainless steel core Sampler Description_ Classification Method Coordinates Acetate liner modified Burmeister X=.n/a Y=Na Filter Seal Amount/Type: Wa Drill 13iVA uger Diameter: 2 in. Ref.EL: nda Sand Pack AmountiType: n/a Avmmer Weight/Falk n/a Riser Stick Up: n/a e.. Screen YFe: nfa Water Table Depth: ^- 19 ft. Surface Elevation: n/a Riser ° n& Total Depth: --20 ft. Date Start: 11/18N4 Date Finish: lf%18/04 Ll DepthNumber RQD SamPle coreBIOWW Sample Description Fiaeld lab SampleWen - Testing Number Construction 5'/5' 3 in.bituminous concrete(asphalt) 1 Dry,loose,yellowish brown,M-C Sand . 2 - - - OVM=0 SB 10-2 pH=8.18 3 r 340.7 mV +) 328.8 relml —' 4 _ OVM=O j 5 5'/5' Sand as noted above(continued)' 6 OVM=0 .7 8 OVM =0 10 575' Sand(continued) OVM =0 11 12 13 - Granular Soils Cobesive Soils Grain Size(US_(S) Notes Blows/ft sty Blows/tt Density 1) M C: medium io coarse 04 v.loose >2 V.Soft sill/day c0.08 min 4-10 loose 2) mV: ORP in millivolts y4 �y t sand 0.43-0:08 min 10-3o in.dense 44 m,stilt m.sand 2.0-0.43 min 3) re1mV: ORP in relative millivolts 30-50 dense 8-15 stiff c.sand 4.8.2.0 mm >50 v.dense 15-30 V.still 4 gravel 19-Cs min Proportions >30 hard c.gravel 75-19 mm trace 0-10% some 20-35% cobble .3W75 mm little 10-20% and 35-50% boulder >300 mm ProjecUClient Project No. Boring No. SB40 -Shea r C . Flynntan/City of Salem 28367-0050-00000 Well No. n1a 2 of 2 \ Soff Bolting Log location Description TRC Geologist 1 70-92 Boston Street,Salem,Massachusetts L Hunter Pen/R trati- Depth Sample wen Number ROD Core Sample Description StT�P ? NumberField lAb s Construction Aec Hon Sand(continued) 15 5'15' 'Sand(continued) - ti:__. � OVM=0 16 17 18 19 20 21 22 23 J 24 25 26 27 28 29 30 31 Granular Solis Cohesive Solis Grain Size(USCS) Notes Blows/ft Density Blows/ft Density 0-4 V.loose >2 V.soft ssWclay c0.08 mm 4-10 loose 24 soft f.sand 0.43-0.08 mm \ 10-30 m.dense 4-8 M.stiff m.sand 20-0.43 mm l 30-50 dense 8-15 stiff c.sand 4.8-2.0 mm l >50 v.dense 15-30 v_stiff f.gravel 19-4.8 mm Proportions >30 hard c.gravel 75-19 mm trace 0-10% some 20-05% cobble 300-75 mm little 10-20% and 35-50% boulder >300 mm F CBORING LOG ECT NUMBER 28367-0110-00000 BORINGIWELL,NUMBER B-101/MW-101 LOCATION Former FI nntan Site DATE DRILLED 6/14/05 DRILLING CONTRACTOR ADH _ CASING TYPE/DIAMETER 2-in.sch.40 PVC DRILLING METHOD Geoprobe Direct-Push _ _ SCREEN TYPE/SLOT 2"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner FILTER PACK TYPE Silica Sand GROUND ELEVATION " SEAL TYPE TOP OF RISER _ _ DEPTH TO WATER.(Feet) 5.50 _ LOGGED BY R.Niles GROUND WATER ELEVATION _ REMARKS In Goodhue Str_eet,'westem side 2 CL }y� W W = v c^ Ea p m O OU g LITHOLOGIC DESCRIPTION n m E WELL DIAGRAM u 2,5 co , < c JZ 21 • 4 Bithuminous Concrete(Asphalt) C—on cre.e cr:•: : Gray,fine to medium Sand and crushed stone(Pavement surface seal base fill " Bentonite 1 �:nDry,dark brown,fine to medium Sand,some fine gravel �'•' 2-in.dia. PVC '•Q• riser 2 3 Z: 4 a ts' 5 b:Z S Wet,tan/grey,fine to coarse Sand 0 co 6 0 00 Sand. 7 2-in.dia.PVC with 0.010 slot 36 screen 8 9 10 i 11 12 PAGE 1 OF 1 RC BORING LOG PROJECT NUMBER 28367-0110-00000 BORING/WELL NUMBER B-102/MW-102 LOCATION Former Flynntan Site DATE DRILLED 6114/05 DRILLING CONTRACTOR ADH CASING TYPE/DIAMETER 24n.sch.40 PVC DRILLING METHOD Geo robe Direct-Push _ SCREEN TYPE/SLOT 2"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner FILTER PACK TYPE Silica Sand GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) _7.00 LOGGED BY R.Niles _ GROUND WATER ELEVATION REMARKS Northeast portion of property w w = S, a`m w Co O cLi a n'O LITHOLOGIC DESCRIPTION li m a.. W E WELL DIAGRAM m.0 Wv < (�7J u_ 0a . JZ Dry,crushed brick,trace fine Sand Concrete surface seal 1 Dry to moist,tightly packed,tan,fine to medium Sand Soil cuttings 2 48 0 3 Bentonite 4 2"-dia. Riser 5 Moist to wet,tan,fine to medium Sand OP 6 48 -102-4-8 Y 0 0 m - 7 Wet,tan,fine Sand 8 9 0 Sand 10 2-in.dia.PVC with 0.010 slot screen 11 12 13 U15 PAGE 1 OF RC BORING"LOG PROJECT NUMBER 28367-0110-00000 __ _ BORINGMELL NUMBER B-104/MW-104 LOCATION Fdrmer FI nntan Site DATE DRILLED 6/14/05 DRILLING CONTRACTOR ADH CASING TYPE/DIAMETER 2-in.sch.40 PVC DRILLING METHOD . Geo robe Direct-Push SCREEN TYPEISLOT 2"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner FILTER PACK TYPE Silica Sand GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet). 6.00 LOGGED BY R.Niles _ GROUND WATER ELEVATION REMARKS South of S13-1/MW-1 north of"storage building" } Q - H(�') COW Go V al p, m O g O LITHOLOGIC DESCRIPTION a f0 E WELL DIAGRAM U W v Q (�J �Z V) J . Dry,tan,fine to medium Sand,trace gravel,ash/slag oncre a seal :b noted at approx..2'-4'interval Bentonite Gs: 1 30 0 2 3 -104-2-4 .4. d .Q: �: 5 ?• Moist-Wet,grey,fine to medium Sand,hydrocarbon odor and soil staining noted at 7.5'-8.5'interval 6 36 53.5 Sand 7 2-in.dia.PVC .with 0.010 slot screen 8 9 10 11 12 PAGE f OF 1 BORING LOG PROJECT NUMBER 28367-0110-00000 BORINGIWELL NUMBER 13-105/MW-105 LOCATION Former Flynntan Site _ _ DATE DRILLED 6114/05 DRILLING CONTRACTOR ADH CASING TYPEIDIAMETER 14n.sch.40 PVC DRILLING METHOD Geoprobe Direct-Push SCREEN TYPEISLOT 1"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner FILTER PACK TYPE Silica Sand GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) 20.00 LOGGED BY R.Niles GROUNDWATER ELEVATION REMARKS Eastemportion of N.W.parking arear adjacent to UST and lixator 2J � X m U c� CL d(9' OZ > a6 C E E� wo m O v0 o g L ITHOLOGIC DESCRIPTION LL a M.E WELL DIAGRAM �n (�Q z U w.� Dry,tan and brown,fine to coarse Sand,trace fine gravel Concrete sea 2 12 :•: 0 Gs. 3 4 5 - Dry,tan and brown,fine to coarse Sand,little fine gravel. 6 36 :� 0 7 8 `f'•' Soil cuttings o: 10 .• Same as above. /1 11 �: 12 42 :': 0 1-in.dia.PVC 13 riser � 14 15 Dry,light brown,fine to medium Sand,little fine gravel. Bentonite 16 :y 17 c.•�� Moist-wet,fine Sand,little fine gravel,hydrocarbon odor 04 18 48 :tJ and staining noted. 22 3 r4- 19 105-17-2 . L� to 20 T- m Drilling conditions not conducive to sampling,bore hole 21 caving.Pushed down to approx.37'below grade based on previously known subsurface conditions @ SB-4/MW-4 23 24 25 26 27 Sand 1-in.dia PVC 28 with 0.010 slot screen 29 30 31 32 33 34 35 36 37 PAGE 1 OF RC BORING LOG PROJECT NUMBER 28367-0110-00000 BORING/WELL NUMBER B-106/MW-106 LOCATION Former F nntan Site DATE DRILLED 6114/05 DRILLING CONTRACTOR ADH _ CASING TYPE/DIAMETER 2-in.sch.40 PVC DRILLING METHOD Geoprobe Direct-Push SCREEN TYPEISLOT 2"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner FILTER PACK TYPE Silica Sand GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) 8.00 LOGGED BY R.Niles GROUND WATER ELEVATION REMARKS As halt covered parldno area east of main bld _parage door W m p.0 a- ¢O LITHOLOGIC DESCRIPTION m � a E WELL DIAGRAM 10O 1Uv Q d'J . b a 7 rn W J Z iff Crushed concrete Concrete seal Soil cuttings 2 �.•. , Moist,tan,medium to coarse Sand,trace fine gravel 3 0: Bentonite 4 2-in.dia. PVC riser 5 48 Moist,tan-gray,fine to medium Sand,hydrocarbon odor 4 3 noted 6 0: 7 °-( 8 o: g ° Sand. M 10 48 ' --- 154 2-in,dia PVC with 0.010 slot screen 11 12 13 14 15 PAGE 1 OF 1 RC BORING LOG PROJECT NUMBER 28367-0110-00000 _ BORINGMELL NUMBER B-107/MW-107 LOCATION Former Flynntan Site DATE DRILLED 6/14/05 DRILLING CONTRACTOR ADH CASING TYPEIDIAMETER 2-in.sch.40 PVC DRILLING METHOD Geoprobe Direct-Push SCREEN TYPE/SLOT 2"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner FILTER PACK TYPE Silica Sand GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) 8.00 LOGGED BY . R.Niles GROUND WATER ELEVATION REMARKS Sidewalk along Goodhue Street adjacent to 4-car garage } p m 1-0 �Z W X p c^ E� w m D O o a a 0 LITHO LOGIC DESCRIPTION g m a' Co f WELL DIAGRAM 0 m0 U c 5 ii �g a' < 0 J Z 0 W" Asphalt,cobblestone and crushed stone underlying,trace Concrete seal grey fine sand(dry). 1 Moist,brown,fine to medium Sand,little gravel 24 0 s:•:2 Soil cuttings .Q. 3 C:•. o: Moist,greenish-gray,fine Sand and gravel T Bentonite N 4 -107-2-6 o co 2-in.o )C 5 p riser Moist,greenish-gray,fine to medium Sand,little fine gravel,hydrocarbon odor noted 6 45 - 83.5 7 ° 8 Wet,brown,fine to medium Sand,some brick debris. Igneous rock observed at approx.9'. 9 Sand 10 -2-in.dia. PVC with 0.010 slot screen 11 - 12 13 1 J 14 15 PAGE 1 OF RC BORING LOG PROJECT NUMBER 28367-0110-00000 _ BORINGIWELL.NUMBER B-108/MW-108 LOCATION Former Flynntan Site DATE DRILLED 6114105 DRILLING CONTRACTOR ADH CASING TYPEIDIAMETER. 2-in.sch.4.0 PVC DRILLING METHOD Geo robe Direct-Push SCREEN TYPEISLOT 2"dia.PVC/0.010 slot SAMPLING METHOD Acetate Liner _ FILTER PACK TYPE Silica Sand GROUND ELEVATION _ SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) _5.50 LOGGED BY R.Niles _ GROUND WATER ELEVATION REMARKS East side of Goodhue Street in roadway 2 J �I-- Lu W = c o w m Z) O cLi a ° O LITHOLOGIC DESCRIPTION m n N E WELL DIAGRAM p4:� co U c 2 J LL fl 7 U �` N U, CD JZ • 3"of Asphalt,crushed stone underlying,some dry grey #� sand. Concrete seal ### Soil cuttings 1 Damp,tan-dark brown,fine to coarse Sand Bentonite 2 2-in.dia.PVC riser 3 4 36 2.2 Damp,dark brown,fine Sand and wood fragments(fill) 5 Wet,brown,fine to medium sand,trace gravel,trace wood fragments(fill) 6 Sand •:©: 2-in.dia.PVC :( with 0.010 slot screen 7 48 .7 8 a. . Wet,brown,fine to medium Sand,trace silt i PAGE.1 OF 1 RC BORING LOG PROJECT NUMBER 28367-0110-00000 BORING/WELL NUMBER B-109 _ LOCATION Former FI nntan Site DATE DRILLED 6/14/05 DRILLING CONTRACTOR ADH CASING TYPE/DIAMETER DRILLING METHOD Geo robe Direct-Push SCREEN TYPE/SLOT SAMPLING METHOD Acetate Liner FILTER PACK TYPE' GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) Not Encountered LOGGED BY N.Satam _ GROUND WATER ELEVATION REMARKS Central portion of Main Bldg.lower level =J co IcL x � u CT >iW a ^ EcE -0pzL O LITHOLOGIC DESCRIPTION odn w .J� O a aE`- WELL DIAGRAM —'m0 w� ¢U co co Z Concrete Damp,fine to coarse Sand,little fine gravel 36 2 3 �z .o: ' N 4 -109-2-6CD a:�• m Moist,dark tan,fine to medium Sand 5 Moist,dark tan-black,fine to medium sand,combustion odor 6 7 48 94:3 8 9 10 PAGE 1 OF R� '-BORING LOG PROJECT NUMBER 28367-0110-00000 BORING/WELL NUMBER B-110 LOCATION Former FI nntan Site DATE DRILLED 6114105 DRILLING CONTRACTOR ADH CASING TYPEIDIAMETER DRILLING METHOD Geo robe Direct-Push _ SCREEN TYPEISLOT SAMPLING METHOD Acetate Liner FILTER PACK TYPE GROUND ELEVATION __ SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) Not Encountered _ LOGGED BY N.Satam GROUNDWATER ELEVATION _ REMARKS Southeastern paved parking area. accessed from Boston Street CL _ � p m oCIO m 0 p O LITHOLOGIC DESCRIPTION LL m Q. co WELL DIAGRAM co w • Asphalt Moist,tan,fine to medium.Sand 1 2 48 0 3 4 5 Moist,light tan,fine to medium Sand,trace fine gravel •:©: 6 -110-4-8 , :� o 0 00 La' 7 d: 8 °•' 48 p .Q. 9 o: xo: 10 PAGE 1 OF 1 �C BORING LOG PROJECT NUMBER `28367-0110-00000 — BORINGIWELL NUMBER B-_1.11 LOCATION Former Flynntan Site DATE DRILLED 6114/05 DRILLING CONTRACTOR ADH- _ CASING TYPE/DIAMETER _ DRILLING METHOD Geoprobe Direct-Push _ SCREEN TYPE/SLOT SAMPLING METHOD Acetate Liner FILTER PACK TYPE GROUND ELEVATION SEAL TYPE TOP OF RISER _ DEPTH TO WATER(Feet) Not Encountered LOGGED BY N.Satam GROUND WATER ELEVATION REMARKS Southeastern rtion of Main building lower level �� �Z w� w = �— a� a m O0 O c=i a a O LITHOLOGIC DESCRIPTION a� n `�E WELL DIAGRAM wo, m0 wv �-� ``� a mz o: co c7 ` Concrete - — - Damp,tan,fine to coarse Sand,trace fine gravel -113-0-3 ai &.b 2 0:•: 36 }: 15.2 a X •Q• 3 0. d- .Q. o: 4 C9: J 5 a. PAGE 1 OF ; RC BORING LOG PROJECT NUMBER T28367-0110-00000 BORINGIWELL NUMBER B-112 LOCATION Former Flynntan Site DATE DRILLED 6/14105 DRILLING CONTRACTOR ADH CASING TYPE/DIAMETER _ DRILLING METHOD Geop robe Direct-Push SCREEN TYPE/SLOT SAMPLING METHOD Acetate Liner FILTER PACK TYPE GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) Not Encountered LOGGED.BY N.Satam GROUND WATER ELEVATION REMARKS _Adjacent to SB-7 drum storage area along northern side of storage bldn,annex exterior _ r p m S J LLJCL m �aa 0� LITHOLOGIC DESCRIPTION u a E WELL DIAGRAM p ma '0� ca0- W M _ U szv w CO J -A Concrete 9.2:s. 9a s a Moist,gray-black,fine to medium Sand,trace fine gravel, trace brick(fill),hydrocarbon odor and staining noted 1. O 36 -112-0-3. . CV to 2 182 3 4 - i 5 PAGE 1 OF 1 RC BORING LOG PROJECT NUMBER 28367-0110-00000 BORINGIWELL NUMBER B_-113 _ LOCATION Former Flynntan Site DATE DRILLED 6/14/05 DRILLING CONTRACTOR ADH CASING TYPEIDIAMETER DRILLING METHOD Geoprobe Direct-Push _ SCREEN TYPEISLOT SAMPLING METHOD Acetate Liner _ FILTER PACK TYPE GROUND ELEVATION SEAL TYPE TOP OF RISER DEPTH TO WATER(Feet) Not Encountered_ LOGGED BY N.Satam GROUND WATER ELEVATION REMARKS See Attached cn cc F=-C7 �Z CL > N J =(� v E En a m O cLi o c-O LITHOLOGIC DESCRIPTION a t6 E WELL DIAGRAM 0 000 W� Q �J iL0 � � < c. J Z Asphalt Moist,tan,brown,and greenish-grey,medium to coarse 0 Sand,trace fine gravel and brick(fill) f: :C3: 1 L;- .q. 30 -113-0-3 2 ' 3 °:t o: La' 4 d; o:LS i 5 PAGE 1 OF