Stormwater Management Report 4898 2292 85031

Particle Size Distribution Report As per ASTM D 6913 eeiee eh - s¢ g gezefas 2 2 ge¢ ¢ 228 100 T l TTT T T TTI) OT i l i 1 | fl i ! H I Wt 1 It ! ° rTP TT Arr ea I i (eke t I Heyl} t ayy 80 + + Ht} + 4 4th | i Hyd MU i I Voyly bay | | t yt i l l l Hoyt y tal 70 T T TT T | ETE a SN ! & 6 LHW tt ne WUE t a ta 2 | | ie | l yyy be Wy ee me wy | | Hy tot i I WAT tail 2 mee TELE HLL NN Wil wi t t T_T t U TT WWyt * EH CHEE TE Hy} Ly fa Al 30 | I (i ne | lL l Het tL} tN I q Hi it ot fl j f qeyl yo’ Wy | I a | t l Voy y ot wy 20 | Ml N 14 i! I it i 1 tty | qi re || | t Weyl} t ayy | | a i I Woyly db Wl 10 t t rT t fi ryt | I ae | I ll Hoyby tb wy 0 | l Lit tt L l a 7 70 1 0. Oot 0.001 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines ° Coarse Fine Coarse| Medium Fine Silt l Clay 0.0 12.2 24.1 5.0 87 18.9 311 SIEVE PERCENT SPEC." PASS? Material Description SIZE FINER PERCENT | (X=NO) Brown in color, silty gravel with sand 15 100.0 1 93.7 34 8 Atterberg Limits 3/8 69.7 PL= NP LL= NV PI= NP #4 63.7 Coefficients #8 59.5 Dgp= 20.7274 Dg5= 17.5640 Dgo= 2.6310 #10 58.7 Dgg= 0.4243 D30 Dis= #16 56.0 Di0= Cu Coe #30 52.5 Classification #50 46.7 = eee Os AS #100 382 USCS= GM AASHTO= = A-2-4(0) #200 311 Remarks Sample was collected on 08/21/24 and tested on 08/26/24. In-Situ} %MC=10.9 F.M.=3.26 (no specification provided) Location: B-1 Sample Number: S-1 Depth: 2'-4' Date: 08/26/2024 ANS CONSULTANTS, ING. || “lent: Gomes Management Project: 625 Northfield Avenue, West Orange, NJ Block 159.04, Lot # 1.01, 1.02 & 1.03 South Plainfield, New Jersey || Project No: _ANV-6549 Figure 1__F 4