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HomeMy WebLinkAboutMiscellaneous - 280 GRAY STREET 7/18/2005 Jul 18 05 01 : 28p PITCHERVILLE 19786632705 p. l Pitcherville Saud & Gravel, Inc. 11 Republic Road Billerica,MA 01862 Phone: 978-663-0035 Fax: 978-663-2705 Fax To: N Andover Board of Health From: Norman Brown,III Attn: Michelle Pages: Fax: 978-688-8476 Date: July X8,2005 Re: Material Sives Comments: Should you have any questions,please do not hesitate to call me. Thank you, Norman Jul 18 05 01 : 28p PITCHERVILLE 19786632705 p. 2 PITCHERVILLE SAND& GRAVEL CORP. 11 Republic Road, N. Billerica Ma. 01862 Phone: 978-663-0035 =071505A Fax: 978-663-2705 Project:Sample N Location: Wilto .� Soil Descript' n: Septic Sand Test Date: July 15, itch. Sive Size Weight Retained Cumulative Weight Percent Retained Percent Passing Mesh (gm) (9m) (9m) (9m) 3" 2" 1>, 3/d« X51 0 0 0 100.00 #4 58 58 5.28 94.72 #8 50 108 9.83 90.17 916 90 198 18.03 81.97 #30 184 382 34.79 65.21 950 316 698 63.57 36.43 #100 272 970 88.34 11.66 4200 80 1050 95.62 4.38 Pan 48 1098 100.00 Fitness Modules: 2.49 Material Sieves done in house. Additional Lab Samples should be done. One Inch Minus Material's were used for testing. Pit Locations: Rt. 31 Greenville Road Wilton N.H. - Rt. 12 Spring Street Winchendon Ma. - Pitcherville Rd.Hubbardston Ma. - Rt.27 Acton Ma. 05/24/2005 09:43 FAX 9782820012 MILL RIVER CONSULTING 0002 Soil and Plant Nutrient Testing Lab 10/29/04 West Experiment Station University of Massachusetts Amherst,MA 01003 413.545.2311 http://www.umass-edu/plsoils/soiltest TEXTURAL ANALYSIS RESULTS Customer Name: Mill RivernConsulting Ctr Gloucester, MA 01930 Sample ID: 60229-2 Customer Designation: 41 Proctor St TP2 i-- USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve # j Sand 0.05-2.0 92.7 Silt 0.002-0.05 5.2 Clay < 0.002 2.2 i Total < 2.0 100.0 2.00 #10 86.1 Sand Fractions Size (mm) Percent 1.00 #18 80.9 0.50 #35 74.9 Very Coarse 1.0-2.0 6.0 #60 46.6 Coarse 0.5-1.0 6.9 0.25 Medium 0.25-0.5 32.9 0.10 #140 9.3 Fine 0.10-0.25 43.3 Very Fine 0.05-0.10 3.5 0.05 #270 6.3 92.7 20 um 4.3 0.02 0.005 5 um 2.6 Silt Fractions Size (mm) Percent 0.002 2 um 1.9 Coarse 0.02-0.05 2.3 ; Medium 0.005-0.02 2.1 Fine 0.002-0.005 0.8 5.2 USDA Textural Class = sand COMMENTS: Gravel Content = 13.9% 03/0212000 17:05 7816481"0 COLLINS OFFICE SISTM PAGE 02 YI 1. Particlo Sizb 016tribution Report t I 100 m uj so 20 ; 86 10 1 .f U.01 0. ItV E• to _ %coaft" 34 GRAVEL % AND %SILT X CLAY ,q SIEVE PO4MT SPEC." PMW Morild D-wwrlatlon S Impp R PERCENT #10 194.5 #20 8019 0 59.0 xtterbom 1„Imlts PIS #100 16.3 #200 5.6 CoMclants [Y85= D60x 0.444 Ow 0.360 j As = 0,233 D15a 0.142 D10- OA07 C 2 4.16 CC,= 1.15 CIQ dig&n LkSCSc HTO= 8.8afa BY WEIGHT OF THE SAhVLE RETAINED ON THE NOA MVE. (no spmifiult m provided) EaNmpls No.: 545 Soured of Ssi**: PITC'HERVILLE S&G Date: 7/19/2005 t. tR1011: Elov,/Dop the tJ1I",, NORTH ANE)O'VER HEALTH DEPARTMENT EUTSOF � � � $ T,i, ' Pre t: CRAY STREET LOT#1,NORTH ANDOVER,MA, p F uro 54 Jul 18 05 01 : 28p PITCHERVILLE 19786632705 p. 3 PITCHERVILLE SAND & GRAVEL CORP. 11 Republic Road, N.Billerica Ma. 01862 Phone: 978-663-0035 Fax: 978-663-2705 _- `-� Fax# Proje City of Nashua Att: Sample No: 08 a Location: Wilton NH Soil Descrip Winter Sand f' Test Date: August , Sieve Size Weight Retained Cumulative't1Weight Percent Retained Perce`ttlPassing Mesh (gm) 3„ I 2" 1.5" 1" 3/4 fG ]/211 3/8" 00 00 100.00 #4 38 38 3.53 96.47 98 94 132 12.29 87.71 #16 142 274 25.51 74.49 #30 230 504 46.92 53.08 450 312 816 77.97 22.03 #100 182 998 92.92 7.08 #200 54 1052 97.95 2.05 Pan 22 1074 100.00 FM 2.57 Material Sieves done in house. These gradations are for in house use and should not be considered when determining if material meets job specifications. Additional Lab Samples must be done. Pit Locations: Rt.31 Greenville Road Wilton N.H. Rt. 12 Spring Street Winchendon Ma. - Pitcherville Rd,Hubbardston Ma. 05/24/2005 09:43 FAX 9782820012 MILL RIVER CONSULTING 0]001 2 BWdORn C.*n r Gbuo sW,MA 01930-2259 97&282+a014 , 918-282-0012 fax Fmm DWiW OftnfokM FWD Pap" Pho"m cci D thu nt D For ft~ D P H"Carwi nt D Me"R60Y D Pl""RdcYcb Co 5 e� �arr+5 �c nay pq4 05/24/2005 09:43 FAX 9782820012 MILL RIVER CONSULTING Q003 Particle Size Distribution Curve #4 810 818 #35 N60 #1 0 N270 0.0 MM 0.005mm 0.002mm 100 90 80 70 80 50 w 40 aci 30 a 20 10 0 100 10 1 0.1 0.01 0.001 Particle Diameter(mm) Customer Name: Mill River Consulting/D Ottenheimer 2 Blackburn Center Gloucester, MA 01930-2259 Sample ID: 60229-2 Customer Designation: 41 Proctor Street TP-2 Agriculture&Landscape Program UNIVERSITY OF Soil and Plant Nutrient Testing Lab MASSACHUSETTS West Experiment Station University of Massachusetts Amherst,MA 01003 UlMass Extension 413.545.2311 413.545,1931 fax http:t/www.umass.edu/plsoils/soiltest