Stormwater Management Report 4898 2292 85031

Particle Size Distribution Report As per ASTM D 6913 ¢ ee ee 28 ° eesee 8&8 ss a8 2s x8 g£ 882 2 £28 100 T T ryt TTT TI T T ty Tit | H Hyd ot NN l i Heyby to wit 0 | Pt AN a | q oe | | Heyty bt qi | l ae | i | Weyl} tb ayy 80 + t itt! i f f+} St | l ae | I H Weyl] t all LC UWEE Eee fl THEE EE Ti 70 T I ryt T “Hl T THT | l re || l Nes | | 1 oil — CT th WT SAG lh Zz | l i | i l N Hy ol qi u | i HT ot fl t I i) u 1 oy an) Pu Het Jott i POT AA WY NC ah fr LTTE LT WELLE Na ui 40 t l a | Ir l Tt WT 1 Hil Ha OWT Hy | yy N ! 30 LE I HLL La | tN I q ian | f YWyly to Wy | l | i l Hyby dt wil 20 1 UI jit 4 ll il } {ty | H yt ot Ul | l) Weyty t ail | | Hyd ot | I Weyty tb wi 10 t t a t ti ty tint | | Hy tH ot Yl I I Weyl y ot Wal 0 i i a || L l ptt t Wl 700 7 1 0. 0.07 0.001 GRAIN SIZE - mm. % 43" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt I Clay 0.0 0.0 119 13.5 15.5 30.3 28.8 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT | (X=NO) Brown in color. silty sand 3/4 100.0 2 98.8 38 tea 7 Atterberg Limits #8 163 PL= NP LL= NV Pl= NP #10 74.6 Coefficients #16 69.8 Dgo= 5.2325 Dgs= 4.0345 Dgo= 0.4539 #30 63.4 D5o= 0.2524 D3o= 0.0820 Dis= #450 53.4 Dio= Ce Coe #100 39.2 set nati, “ Classification #200 28.8 USCS= SM AASHTO= A-2-4(0) Remarks Sample was collected on 08/20/24 and tested on 08/26/24, In-Situ} %MC=13.3 FM=2.11 (no specification provided) Location: B-6 Sample Number: S-6 Depth: 15'-17' Date: 08/26/2024 South Plainfield, New ANS CONSULTANTS, INC. Jersey || Project No: Client: Gomes Management Project: 625 Northfield Avenue, West Orange, NJ Block 159.04, Lot # 1.01, 1,02 & 1.03 Figure 6 F 1 ANV-6549