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HomeMy WebLinkAbout0307 MAIN STREET (HYANNIS) - PLANS (8) BRIGGS 164 Washington Street,Norwell,MA 02061 ► Telephone(617)773-2780 October 28, 1981 Mr. Robert. Lovett , Davenport Building Company 20 North Main Street S. Yarmouth, MA 02664 RE: Borings, Cape Cod Bank and Trust Dear Bob, f 1 As requested we have conducted a subsurface investigation at n Satur da October 24 1981 . _The ned site o � I .the abovementio Y attached plan shows the approximate boring locations and the attached logs summarize the findings. The site is underlain with j five to ten feet of loose material overlying a dense sand and gravel. We appreciate this oppurtunity to be of service. If you; have any questions, please contact me at your convenience. Very truly yours, I David S. Campbell? 'P.E. Executive Vice President DSC/ja Attachments: I i I it r I I - i � 4 SHEET 1 OF 1 TOWN Hyannis LOCATION. CrR&T Main St. PROJECT NAME HOLE NO. R—1 PROJECT NO. .. 12.737 LINE.ASTA. BRIGGS' OFFSET GROUND WATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. iµ DATESTART: 24 October 1981 At after Sin Hours Sin I.D. 2 112 — _ DATE FINISH J4 October' 1981 . ft.' -- �.� Hammer WL 300 1 140 BIT BORING FOREMAN C Rei 1 - a At ft. char Ham m Hame►Fall 30" 30 INSPECTOR J Shel}CeV LOCATION OF BORING: Casing Blows per 6" t Field Identification of Soil. clone Sample Type on Sample SAMPLE Depths of h Remarks find.color,lose of wash water, Pe From•To Sample From To � sow"in rock,9to.1 No. Pen Rac. foot 0-6 S-12 12.18 18-24 law. 1 2. 1 .0 Medium Sand some Gravel brown, dry. ; . 2 1 1 .5 10.0 Medium to coarse Sand trace of Siltrtrace of Graver Medium to fine Sand'trace Gravel Medium Sand Bottom of,Hole 21 .09 i Blow C".ounn for Cloy t3nnular Mat�rias 0-2` Very soft 9. 15 stiff 0. 4 Vary loose 30-50 Compact 2- 4 Soft 15.30 Very stiff 4. 1Q Loose 50• Very compact 5.8. Medium ....w., 30• Hard 10-30 Medium or Firm i Prt:portion used: trace = 0. 10% some = 20.35% and 35.5096 y` SHEET 1 OF - 1 I TOW N Hyannis LOCATION c B TMa in St. Cape Cocl Bank & Trust PROJECT NAME P HOLE NO._ j-2 PROJECT NO. - 12 , 737 LINE i STA. BRIGGS OFFSET i GROUND WATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. i Type S/S DATESTART: 24 nr`tnhPr" 1981 I At ft. after Hours Size I.D. 2�1 12 1 3/8 DATE FINISH_9 Oc`t r)hPr 1 A R 1 Ii {} Hammer wt. 300 140 BIT BORING FOREMAN C' Rai 1 At ft. after Hours Hammer Fall 30�� 30 INSPECTOR____J Shpl kP� f LOCATION OF BORING: 11— k:,sing Blows per 6" Strata 13lows Sample Type on Samples Chan Field Identlflcation of Soil. per Depths m From Remarks (inel, color, lose of wash water, SAMPLE I' foot From-To Sample To Depth ataur+s in rock sett) 0 6 6. 12 12-18 18-24 Elov. , . No. Pan Rec. r 1 Fine Sand some 'Gravel 5. 0 Fine to medium Sand some 2 1 . . 5 some Gravel j - Fine to medium Sand and 3 1 . 1 . 0 Gravel 1 . - 22 32 Medium to fine Sand, some 4 2 . 0 17 4_. Gravel trace of Silt - Medium to coarse Sand 5 2 . 2. 21 ,0 some- Gravel trace of Silt Bottom of Hole 21 .0 ' t i I f F Blow Counts for Clay. Granular Materials 0 2 Very soft 9- 15 Stiff 2 4 Soft 15 0- AVery loose 30 50 Compact • 30 ,Very stiff ' 5 a Medium 4- 10 Loose 50 30- Hard - Very compact 10. 30 Medium or Firm Proportion used: trace 0, 1Q9� some = 20 3596 and =' 35 50°6 -- SHEET 1 OF 1 TOWN Hyannis LOCA noN PROJECT NAME Cage Cod Bank & Trust HOLE NO. R-3 PROJECT NO. 12 7 3 7 LINE a STA. IRIGGS OFFSET aUND WATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. Type S S DATESTART: 24 October 1981 h• after ` Hours Sin I.D. 2 1 2 1 3 8 DATE FINISH 24 October- ` Hammer V t. 300 140 BIT BORING FOREMAN C. Reil ft. after Hours Hemmer Fall 30" 30" INSPECTOR J. Shelkey TION OF BORING: lows per 6n strata j Sample; Type son Sampler Chanp Flsld Identification of Soil. SAMPLE D@Whs Of From To Depth Remarks final.color,loss of wash water, 1 From-To Sample seems in rock,sto.I 0-6 8-12 12-18 18.24 Elev. No. Pen Rec. 2 7 Medium Sand with some Gravel I 27 22 27 6.0 • i Me dium to fine Sand with I some subangular coarse nd 3 2.11 2.0 I No recovery 20 Medium Sand with some U. 1 Gravel Bottom of Hole 21 .02 i i I Blow Counts for Clay annular Abtwws .0.2 Very soh 9. 16 Stiff 0. 4 Vwy loon 30.50 Compact 2.4 Soft 15.30 Very stiff 4. 10 Loom'!; 50• Very oompwt 5=8 Medium 30• Hard 10.30 Medium or Firm Proportion used: trace 0. 1096 tome -' 20.35% and • 35.509t< � u L _ I Ii Ca CO Itl , � I 7•� L Jill' a ZocafioHs Nof fio Sc /C �`76 6e r 2 7 /98/ r— IA-W '0 T 1,tC P A� �.LS - yr, a ,- ►--, ., -- r � _ S U »i s7 C a-tit-T__4L T N t T k+ S. Y E t. G i t �t. *� � �....• t �? �t 'NTH. 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