h GUILO DRILLIMQ CO., INC. 



^ 100 WATER STREET EAST PROVIDENCE, R I. 



u.^. y ^Aldrich. Inc. iaoorESS Cambridge, Masa 



±^;^;:rZ^E^il^l^ Location .Charlestown^iUs^ 



ORTSENT T0_ 

 IPLES SENT TO. 



above 



Taken at Site 



PROJ. NO — 

 OUR JOB NO. 



88-767 



GROUND WATER OBSERVATIONS 

 ofler .Hours 



ofter Hours 



Type 

 Size I D^ 

 Hcmmer Wt 

 Hommer Foil 



CASING SAMPt^R CORE BAR 

 V Tube 



BIT 



SHEET J- O^ _J 



DATt 27 May 1988 



HOLE NO. 



BSA2 



UNE a STA. See Plan 



Of FSCT 



SURf. ELEV. 



Dof Tlm> 



START ,5/^7/99 



COMPLETE 5/27/88 



TOTAL HRS. _ — 



BORING FOREMAN Wt DUtlPhY 



INSPECTOR 



1 SOILS ENGR. 



am 



. p f^ 



am 



"irATION OF BORING 



On Water 



Casing 



Blows 



per 



fool 



Sample 



Deo'fis 



From- To 



Type 

 Of 



Sompie 



Blows per 6 

 on Sompler 



From To 



0-6 



( 6-12 



12-18 



Moisture 



Density 



or 

 Consist. 



GROUND SURFACE TO 

 Sample Type 



USED 



i:Dry C^Cored W^Aoshed 

 JP--UndislurDed Piston 

 rP:Te^tPii A^Auqcr V^VoneTest 

 JT:Unc)ijlurC<d Thinx«oll 



Proportions Used 

 iroce OtoiO% 

 little lOio20% 

 some 20to35% 

 vind 35 to 50"/ 



SIrato 

 Chonge 



Elev 



SOIL IDENTIFICATION 

 RemorKs include color, grodotion, Type ot 

 soil etc. Roci<-color,typ«,conditiof\,hord- 

 ness, Drilling time, seoms ond etc. 



One 5 Foot 3" Environmental 

 Sample 



0' to 12' - Rec. 2'6" 



SAMPLE 



No 



Pen 



12' 



Rec 



Bottom of Boring 12' 



."CASING; THEN 

 I40ib Wt.x 30"»oll on 2"0 0. Sompler 



Cohcsionlest Density 

 O-iO Loose 



10-30 Med Dense 

 50-50 Dense 

 50 + Very r»-^5a 



Cohesive Consistency 



0-4 Soft 30 + Hord 

 4-8 M/Stiff 

 8-15 Stiff 

 15-30 V-Sliff 



SU MMARY - . 



Eortfl Boring 

 Rock Coring 

 Sompiei .1. Tube 



HOLE N0BSA2 



