Supporting Documentation · Apr 15, 2026
Stormwater Management Report 4898 2292 85031
8d87c44aba7a72d151be72deaef2cff9bbbc23ab480605ed2a16ebd8c2456a56Indexed text · page 213
Show all pagesParticle Size Distribution Report As per ASTM D 6913 egeSeeeé 8¢ g gezesss 2 & g82 8 228 400 TIT Ta IT] mit) ty omy LOWY Ky WW A WT Py ea 90 LEE NL men TY] It COTW Pe NST WE Pp ty 80 Sao UH A pe I PWM UNG HY Pe TRILL Ee TEEN HE . rT TTP ek TTT ri ae A Zz rT Pe PTA a yy a a PWM PE ty MN Ep WH 5 50 J I boty fl f pep tt th a PWM EPE y at aS See Q TEE WELLING Lat yi 40) 1 if tt t t Ne ETM Ee ta TI WY | NE aH x0 ETE Eh WE I ELT Nyt TT A TAT TON LOM EE tA Hy fa aN 20 1 HL i malt jy iL i i 1 eI ee ee ee WY Pe a | i Hyd ot l l Wyld od qi 10 t t re | t fi +711 LOWE EAE I WYP Pe} eat 0 Lt WE (ee 100 10 1 0. 0.01 0,001 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt I Clay 0.0 123 149 91 17.0 22.0 24.7 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT | (X=NO) brown in color. silty sand with gravel 15 100.0 1 93.9 * a7 7 Atterberg Limi 38 He PL= NP LL= NV Pl= NP #4 72.8 #8 65.2 Dgp= 21,6696 Dgo= 1.3349 #10 63.7 Dgoe 0.5441 Dis= #16 58.8 . Di0= Co #30 51.2 . Classificatior #50 41.6 = esa oe Al foo 309 USCS= SM AASHTO= A-l-b #200 24.7 Remarks Sample was collected on 08/20/24 and tested on 08/26/24. In-Situ] %MC=5.8 F.M=3.09 (no specification provided) Location: B-5A Sample Number: S-5 Depth: 10'-12' Date: 08/26/2024 ANS CONSULTANTS, INC, _ | Client: 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 5 F_1
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