C3UlL.a ORILLINQ CO., INC. 



100 WATER STREET EAST PROVIDENCE, R I. 



Haley & Aldrich, Inc . 



?ject name - 

 :drtsentto. 



Dredge Samples 



above 



ADDRESS CambrldRe. Mass. 

 LOCATION Charleatown, Mass, 



JPLES SENT TO Taken at Site 



PROJ. NO 



OUR JOB NO. 



88-767 



I GROUND WATER OBSERVATIONS 



H 



[ aller Hours 



ofter. 



. Hours 



Type 

 S.jel D. 

 Hcmmer Wt 

 Horrmer Foil 



CASING SAMPl^R 



CORE BAR 



BIT 



SHEET. 

 DATE _ 



HOLE NO 



UN£ a STA. 



Of FSCT 



SURf. ELEV. 



Of. 



27 May 1988 



BSA3 

 See Plan 



Dof« 



5/27/88 

 5/27/88 



Timt 



START 



COMPLETE 



TOTAL HRS. __^ 



BORING FOREMAN W. Dunohv 



IKBPECTOR 



SOILS ENGR 



am 

 p rr^ 

 o.m 



OCATION OF BCRING 



On Water 



Cosing 



Blows 

 per 



foot 



Sample 



Depths 



From - To 



T,pe 



of 

 5cm pie 



Blows per 6 

 on Sompier 



F-on' To 



0-6 



6-12 



12-18 



Moislure 



Density 



or 

 Consist 



Sirolo 

 Change 

 Elev 



SOIL IDENTIFICATION 

 Remorks include color, gradation, Type of 

 soil etc Rock-color, type, condition, hord- 

 ness. Drilling time, seams ond etc. 



SAMPLE 



No Pen Rec 



One 5 Foot 3" Environmental 

 Sample 



0' to 13" - Rec. 3' 



13' 



Bottom of Boring 13' 



GROUND SURFACE TO 



)rrple Type 



Dry C^Cored W:,VQshed 



'"- UnOisiurDed Pision 



»:TeM Pi? ATAuger ViVoneTest 



r^Und stu-Ced Th.nwcll 



USED 



Proportions Used 

 troce 010 10% 

 little 101020% 

 some 2010 35% 

 35 to 50% 



."CASING: THEN 

 1401b Wf. I 30" toll on 2"0 0. Sompier 



Cohesionless Density 

 O-iO Loose 



10-30 Med. Dense 

 30-50 Denji 

 50 -t- Very 0«ns« 



Cohesive Consistency 



0-4 Soft 30-l-Hord 

 4-8 M/Siitf 

 8-13 Stiff 

 15-30 V-Stiff 



SUMMARY - , 

 Eortt< Borinqi 13 



Rock Coring 

 Sompies 1 'i'ubt 



I HOLE N0BSA3 



