\ GUIL.a DRILLIMQ CO., IMC. 



' 100 WATER STREET EAST PROVIDENCE. R I 



u.T. y /:. Aldrich. Inc . lADORESS Cawbrid^e, Mass, 



^,, ,;,„, T^^IZi^^mpIea Location Charleatown, Mass. 



RTSENTTO_ 

 ■L£S SENT TO. 



above 



Taken at: Site 



PROJ.NO. — 

 OUR JOB NO. 



88-767 



GROUND WATER OBSERVATIONS 

 ofler Hours 



ofrer Hours 



Type 



Sizel D. 

 Hcmmer Wt 



Hcmmer Foil 



CASING SAMPLER CORE BAR 



3 " T uba. 



BIT 



BSA.1 



CHCCT L nr _i 



0^^ 27 May 198B 



MOLE NO 



UNC a STA. 



OFFSCT 



SURf. ELEV. 



See Plan 



Dot« Tlm« 



START 5/27/99 



COMPLETE 5/27/88 



TOTAL HRS. _— 



BORING FOREMAN Wi DunPhY 



INSPECTOR 



SOILS ENGR 





CATION CFBORINQ,. 



On Water 



Casing 



Blows 

 per 



foot 



Sample 



Depths 



From - To 



Type 



of 

 Sompte 



Blows per 6 

 on Sompier 



Frorn To 



0-6 



5-12 



12-18 



Moisture 



Density 



or 

 Consist 



Slroto 

 Chonge 



Elev. 



SOIL IDENTIFICATION 

 Remorks include color, qrodotion, Type of 

 soil etc. Rock-color, typt, condition, hord- 

 nesj, Drilling time, seoms ond lie 



One 5 Foot 3" Environmental 

 Sample 



0' to 8' - Rec. 3 '6" 



SAMPLE 



Bottom of Boring 8' 



GROUND SURFACE TO 



ornpleType 



Dry C^Cored W=Aasn»d 



'"-UnOislurDed PiSlon 



P:TeMPit A-&jger ViVoneTest 



USED 



Proportions Used 

 iroce OtoiO% 

 iiMie iOio20% 



some 201035% 



^5 tc ^r-i"/ 



"CASING; THEN 



I40ib Wt.x 30'"(oll on 2"0 D. Sompler 



Cohesionles* 0«ns<ty 

 O-iO Loose 



10-30 Med. Dense 

 50-50 Dense 



Coliesive Consisftncy 



0-4 Soft 30 -t- Hard 

 4-8 M/Siiff 

 8-15 Stiff 



SUMMARY- ^ 

 Fnrth Rrrify; fa 

 Rock Coring 



Sompiei 1 Tube 



HOLE NO BSAl J 



