22D-118 (5) Mar 0i 2008 3:26PM Helical Dr i Ili ng 781 -848-2065 p. 1
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Helical piles • Underpinning • Grouting • Innovative solutions r'9 2009
Fax Transmittal
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Helical Drilling Inc. • 639 Granite Street, Braintree,MA 02194 •T: 781-848-2110 • F, 781-849-2065 • helkaldrilling.com
Mar 04 2005 3:26PM Helical Drilling 781 -849-2065 p.2
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Mar 04 2009 3:28PM Helical Drilling 78 1 -049-2065 p. 3
Client Cry of NMemmpton SEABOARD Test Boring!
LocaOon: NaO,anpen.MA DRILLING,INC. Monitor Weil ID: &t
Project: 20 Avls CMGe P.O.BOX 3020 SPFLD,MA 01101
Contractor: Seaboard Drilling,Inc. DRILLINGISOIL LOG Sheet No. 1 M l
Casing Ca.Sams Hemmer(anahtblrYWO') Start 9119/2008
Type mat 35 WA 14000 300124 Finish: Sf19/2008
oD.inch stir Mg Type: 343 Driller: Robert Ingram
to.Met, 4-1!4'
Depth 11) Blows sample Recovery FIELD CLASSIFICATIONS AND REMARKS
name No. 4 .
34 10-184417 St 13- Dry Dark&ow,Fire-Medium SAND,Some SM.pawl.Fit
5-71 11-13-104 5-2 13' Dry brown Fl OMese SAND.UM Sgt Mere).
7-P 943-14-10 S-3 se Dry Brom FineCOMae SANDsnd Graver.Some SM
1812 3312-13 S-4 1 P Dry amen Fine-COMM SAIS7,Some 511 tittle Cravat.Fa Mantel.
GIs ICY Mak Layer.OryavacaT
12-14' 10-9443 S-5 1r Moa to Wet Brown F1ne SAND and SM Utile MedumCoarse SAND,Omsl,
Phi 4.0'.
131T 34041.44 S-S sr thy Light Brown PneCoam SAND.Some Grimed.Tint Sit
1T-lr 12-17-7815 5-7 19' Dry USM Brown FNbCoame SAND.Some bard,Trace Sal
SNOOP BORING,/19.0
SAMPLE PENETRATION RESISTANCE-140 m.WI.Pae 3T an 2'OA.smoke
Density Cohesive Corte a PROPORTicA S
e of Hammer Blows very tom ea Hammer alma wry soft/ soft Yate Ot10%
04 loose 02 34 mu1vW/ ata nde 101020%
54 medfdera s-a 9-15 very sWH/ herd some 20 to 35%
1029 dense 1640 31+ and 301o60%
3049 50. very dame
Mar 04 2009 3: 26PM Helical Drill in{ 781 -649-2065 p. 4
Client: aa or NOMameba SEABOARD Test Bonny
Location: Natio.On MA DRILLN G, INC. Monitar Well ID: 8-2
Project: 20 AW Ord P.O.BOR 3meIPFLD,MA 01101
Contractor: Seaboard Drllllnp,Be. DRILLING/SOIL LOO Stunt No. 1 of 1
Grein Cam Barrel Nr nmer IWSsnt-111 30-) Start 9/10/2008
T145 PISA 3a WA 14000 30424 Rnleh: W1fl2008
on.Iran 61/2' Rig Type: B-53 Driller Robert Ingram
ID.Ines 4.1/4'
Dept In) Elan Sema✓ R.mwyy FIELD CLASSIFICATIONS AND REMARKS
Rvge No.
38 S-10.2920 S-1 Ir Dry Brown Feu-Coma SAND,Urns S4L Orwt.
r Weft Ano-MaOun SAND and SR.lays of Organics?
Sr 787.1 8-2 1r Dry El/Will rine-Coarse SAID,LIN Set Grin!.
7-0 20.153011 5-3 1r Dry Irwin Ft -Con SAND era)Orewl.LAM*Sit Cool Fngm..Aa
10-121 SM 8-I NR aro Recovery,Rook In Tia
12-14' 2-35014 8-5 r we Ben.BIB.Some Cay,LIM*Onva,Rne-M101un SAND.
15-IT 47-74 13-6 1 V Moat awn Fkr[.cs .SAND.Some Q.LAIN Grab,W .
11-1r 0810-11 s-1 1r Dry l{'ht Brown FM SAND.Tlewc SR.Last r Rne SAND and SR
SNOOP BORING 610.0
SAMPLE PO NITRATION RES[STANCE-14011 At Felty Sr on r OD.sanphr
Darty Wave ConsWerwr PPOPORTONS
SI or Hammer Blore Vary Icor O ci Hammy Blows very.cera/ we Vice 0 b 10%
w loose 0-2 3-4 mocker/ eon RN 10520%
5A medMue 5-5 0-15 +rye, Red some 20b36%
10.20 War 10.30 31. and 30 450%
30-40 60+ wry dense
Mar 04 2009 3: 26PM Helical Drilling 781-049-2065 P•5
Client CNN Noraumytwi SEABOARD Teat Boring(
Laotian: NorVmmpext NA DRILLING,INC. Monitor Wog ID: 8.3
Project: 20 MN Cade P.O.BOX SOBS$PFLD,ANA$1101
Contractor: Seaboard Drilll ,Inc. DRIWNG(SOIL LOG Sheet No. 1 of t
Carne Cer.in Hammer(WSflJflI46"j Start 9/1W2008
Bee NSA Si A 14W30 30012t Finish: 9119/2008
Q.D.kph 3112" Rig Type: B43 Driller: Robert Ingram
La hat 4-114"
Depth(II) Blow Sam Reoaaey FIELD CLASSIFICATIONS AND REMARKS
Range No.
34'
11-14424? S-I 18' Dry Stan,Rnocot..SAN),Some Sit LRe Qa.t
r ai.a Fk Mad on SAND and Sit Layer adganka9
er 24-23-1811 S-2 10' Dry Srnw Filo-Coast SAND.LRe Sit Gnome.
74 7-610-20 8-3 12' ON Stove HereCoese SNA.URN Sol.Qawel.
lair 40-7--7 s-1 12 G43':Ty Light Bow,Fee SAND.Tin Cor.SAND.Q*vS.SR
13-1r:Wet Some Ram SAND aid Sit
12-14' 8444 3-0 12 Dy Llp,t Sown Nis SHO.Troia M.aunCoaas SAND,SN,Gravel
END OF BORINGA 14.0.
•
SAMPLE PENETRATION RESISTANCE-140 e.Wt.Raley anon rQR aipier
DmNy Coheir*Consistence PROPORTIONS
•otHanme Blow roy loos •of Homme Stare very Soo! soft into 0 N10%
04 Now 04 34 mad-sir! 800 its. 10th 20%
64 m.SMa. 04 610 wry WV Med some 20 to 36%
1628 data 1640 31+ and 30toSO%
3048 504 wry donee
Mar 04 2009 3:26PM Helical Drilling 791 -049-2065 p.6
Client Cay of Natimpmo J SEABOARD Teat Boring/
Location: Nona Aa DRIWNO,INC. Monitor Weil ID: S-4
Project: 20 Avis Orta P.O.BOX 3020 SAHA,MA attot
Contractor: Seaboard DAIS Inc DRILLING/SOIL LOG Sheat No. l cit
caelry Coe Sarna 1 Harmer IWMOMas/bil4O') Start 9/10/2008
Two NSA SS BA 14930 NOM PiniNr: $(48/2008
O.D.Non S-112' Rig Type: 3-53 Order. Retort baron
LC.lei 4714'
Depth th pt) Saws Sam Ramwry FIELD CLASSIFICATIONS AND REMARKS
Rants Na
34' 5$1420 S-1 it IMfet Saar Fine47csro SAND,Sans SW.LW Gave.
07" 10161341 8-2 13' Dy areal Foe-Cows SAND,Lao SW,Soma Ont
74 4-444 3-3 Yt itioWelats%rm.m'FhgVoaseS7d1U SareS14 oak Onset
' 10-12' 2-1-34 S-4 NR IHLRecowtr.
12-14' 1-14-14 54 r MOat Dark Sown Wool,Peet Orasam.Slh,Clan.
1647 t444'20 7 54 NR NO Raamary(Wood?)
17-tr 4334 S-7 tr O$:Wood Organics.
SWa':My Bran Mfsceass SAND,Sans G PW,Teva SS.
15-21' 5-748 S8 r Wet+1.21.0.erase ArreOone SAND.Some Gravel,WS Sit.
END OFBORINOQ 21.0.
SAMPLE PENE1%411 0 RESSTAN(E-140 a.Wt.Falls 30'at TOn.sonar
Density Consent Consistence PROPORTIONS
ed Hamner caste every loos( ad Hammer Okras very soft son trace Otol0%
0i loose 02 34 medstfI/ stiff Ma 10 to 20%
GFS ma/f/er 54 8.15 very stiff t hard some 204035%
10.29 dame 13-30 31+ and 30 to 50%
30-40 50+ very apes
Mar 04 2009 3:28PM Hel ital Drilling 781 -849-2085 p.7
Client cay a uxaasnpem SEABOARD Teat Boring/
La radon: Nermenpeen,A.A DRILLING,INC. Monitor Wall D: 8.5
Project 20 Mb Circle P.O.BOX 3926 SPFLD,MA 01701
Contractor: Seaboard DrlInng,Inc. DRILUNQ/SOIL LOG Sheet No. 1 at 1
Canna Care Betel Hamner(4W$4444bna-3r1 Start 9/19/2008
Tyye NSA as WA 14559 300124 Mniah: 9/1942008
0.0.Inch 8.1/2' Rig Type: 8.83 Driller: Robert Ingram
LD.Inch 4-1/4'
own(It) Bimini Sample Recovery FIELD CLASSFICATIONS AND REMARKS
Runge No.
3-W 17404744 S-1 12 Dry Bran Fine-Co ss SAND,Some Gravel,Deas St
54 546.7 8.2 10' Dry Brow Fine-Doers*WED,Some Gravel.Lab Sir.
7-0' 7-7-7-7 8-3 10' Dry Banter FIne-C4mw SAND.Some GaW,LAIN SSL
10-17 - 457-7 8-4 14' 'Dry Brawn FineCsmee SAND,Me/brawl.Them SOL
12-14/ 5-744 S-5 r Dry Light Brews Fine SMD.boar Medan SAND,Me SOL
END OF BORING.142.
SAMPLE PENETRATION RESISTANCE-140 lb.Wt.Failing 30"on r O.O.tarp**
Dimityi Ca en Consistence PROPORTIONS
6 a Hammer Nora very Nos/ hof Hemmen Blows very soft! toll tate 0lo10%
0-4 loose 0-2 3-4 merl-ee4 stir Mb 10 to 20%
5a medaae 54 0-15 very 9011 I herd some 20 to 36%
10-29 deme 16-30 31+ end 30toS0%
3049 50+ very arae
Mar 04 2009 3: 26PM Helical DrillIn{ 781 -849-2085 p.8
Client Cil or Northampton SEABOARD Toot Boring/
Location: Ncmemcbn,MA DR6.LPIG,INC. Monitor Wed ID: S-8
Project: 20 Aida Circle P.O.BOX 3020 SPFLD,MA 01101
Contractor: Seaboard DdNngs Inc. DRILLING/SOIL LOG Shoat No. 1 of 1
Cantu COM Bales Mat 8ra10te4t4eWJ0f Start 9/10/2008
Tow MSA $3 WA 140/30 300a4 Finish: 0/1912008
0.o.titch 8-1f2" Rig Typo: B-53 Ostler Robert Ingram
to.Mesh 41/4'
Dept(R) Warns Sample Recovery FIELD CLASSIFICATIONS AND REMARKS
844. No.
SB 5-7-19.26 S4 it 04 Dark BraweBrovar Ftrc-Median SAND.Some SIC LMCe Gravel.
5-7 74-104 S-2 15• Dry Bower Fba.SMdian SAND,I.Mia GmvSL Slit.
7-4 1320.1 5-3 r Dry Brown FmeCoeree SAND,Some Sit Gains,Black Omwi In Tip.
10-12' 54.54 5-4 12' Dry&oan FM.e-Medium SANG,Some Siff Uta Drava.Brei.
12-14' 4344 S4 12' Dry Roan Fina-Coema SAND,LIpY Sao QavN.
15.17 6.12-509 84 8' On Bw. lineCAaee SAND aro Gravid.tt%SM.
Treated Wood 17.0-18.O.
18.20" 14-11-1213 S-7 r OryBrown FbeMWWm SAND.Lite SIM.
ENDOF BORING Q 2022.
Watt PENETRATION FtES[STANCE-140 D.Wt Falba Sr on r O.D..tapir
DargiM Cohesive Consistence PROPORTIONS
♦a&Hanmr Blues wrylooa sot Hammer Bows very soft/ soft Vice 01010%
0-4 loose 152 3-4 mad-sea! stiff ase 10 b 20%
54 reed/dem 5-8 415 wry gaff/ ham rano 201036%
10.29 dense 18+30 31+ and 361050%
3040 50• _wry does
Mar 04 2009 3: 27PM Helical Drilling 781 -849-2065 p. 9
Client ONO ttMamstn I SEABOARD Test Donnot
Location: ttmanpton.NA DRILLING,INC. Monitor Wail ID: S-7
Prolaat: 20 Avis Oras P.0.BOX 3e21 SPF*D,MA911e1
Contractor. Seaboard DdB1 ,Inc. DRILLING/SOIL LOG SSel No. 1 oft
erba Corssaet ahmmer 4a1elehb4a111e-10') Start 9116!2008
Tam t6R 36 N*A 14e7MO MOM Finish: W1012000
O.O.bon S-It" 'Ws Typia 043 Driller Robert Ingram
tobd1 4-114'
otos in) Slave Recovery FIELD CLASSIFICATIOHSAND RER/ARKR
Ronan a No
34 4-34-13 I S+ Br Ory Brawn FrwCoaes SAN)and alas*tiro'*
5-T 74-11-12 S-2 13• Ory Drown FewMiJun SANG,UtOs St*OrevM.
74 911-13.12 S-3 15" cry Brown RwMe9rm Otte,Some St US Cavre.t ..
1612 13-12-740 S-4 r Thy Drawn GLara Concrete Das SOC 78*Cwns SAND.
12-14` 60/6 S-5 NR No Recovery.
15-IT 12-1817.14 S8 12' Ory aoswnFlos-Cosese SAND ant Gantt.Lateaa.
17-19' 13.10-1141 S-7 1? Ory Light Brawn PNwCoeme SAND.Sane Q ivd..
EGO OF BORING®190'.
I
SAMPLE PENETRATION RESISTANCE-140 It Wt Fran 30'at r OD.sample
Dema Cohesive CaWattrrce PROPORTIONS
*of Hammers Bova very tan Mot Harare Slows very soft! soft caw 0 b 10%
04 loose 0-2 3-4 me,LsMfI sea flan 10b20%
54 meeflerq S4 len veyst7( tato some i24lo SD%
1049 dans I iK 30 SY+ i ant AN*ERP!.
3049 wry y dna1
trap As 449 0tc8
%4Q 04 CC SUM +4t OCS4 nag Ott
%9t 44 O 4WOC PFW I JS Aon 94-0 44 otprytW 04
940.4 0404 *WI NW f1Mt•PMP t•t Z'O 09001 M
9601 PI 0 NOSS WS /aOS AAM LAM AMAOS440 S = OILS *MOB IPWUSI IO0
SNO4..11OdQWd aPUMtue:C ONMVOO 049400
JW * 0'O2uu.At& PS 7M SI 01.1.30NYusIS31I NO41YNi3N3d news
A'CZ 0 MUM SO ON3
ago sal as axes'wag n1IO 'suLt OMWSSt;OW 44 8-8 Sltea-t ,tt-4t
f Own lanais 4.1.0011 POWYS 040t034014 wag PIOW .OL PS 04-CL1.9 . .4444
'POPS 3 Z-S 0-1.-6Y Olt
'0?001/0 POOM VS Pa CNV^MCA UM8g P4t0 OM A 9S LBS-Z .4444
.fl440UI0 4o0M VG Pug ma's Sq4 UMOg PnO 011001 .L 9-10 4.14-4 S4-C4
4010141110 IR2 PUS atm 404A 014048 Woo
wee itis awn'COOS anaestuu mums Aso 2 t9 4-4-5-4 .51-44
'.s 41.08 watt A0 PtMwnpy wrodh
'SWIG 0044 GIB Pm9011W Dow U019 SNOW 4 tS 4-4-4-4 A-L
'Mune 0Wl'IS Pm00NYS 49d 41n1OI9 SNM .0 LS L•I-VZ L.4-9
1440144 Catt.'4S Put COOS oil $MOW .S 4-S 2:-4-1.-0 Pt
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1501010903111 ONY SNOILVoLd1SSY10 O'Bli A4M0"i .Was *MOM OS aka
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8047,81/4 :Wald WAN Otwtl YM 910 199k =Ms
900ZdeI/8 :MWS LPcmrasLattMt',wow mune ono BUMSa
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144 40 Ow'Mica net x010 O•d 0100 010Y OZ '.LOB(Old
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� jle assaclimittts I
DEPARTMENT OF BUILDING INSPECTIONS _ —
INSPECTOR 212 Main Street • Municipal Building ,y
Northampton,MA 01060
FAX TRANSMITTAL
DATE: 3147
FAX TO NUMBER: 28/- 8t/C1
TO: /9mF $ N/ t2A-1
FROM:
RE: ZO /944 5 Cj/CCLP
NUMBER OF PAGES INCLUDING THIS SHEET: 2
i�
Anthony L. Patillo, CBO —
Building Commissioner
Zoning Enforcement Officer
212 Main Street-Room 100 587-1240
Northampton, MA 01080-3189 Fax 587-1272
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