Stormwater Management Report 4898 2292 85031

Particle Size Distribution Report As per ASTM D 6913 S$ .¢ ¢S ° go gs 23 gs g sg¢ 2 8¢8 100, T IT nN Ty TT l l) 7] T TT] | l i I l Woyty boy °0 LL NS WT Hd lh ETT NEU TTY WT yy eye ayy | | I 1 I | i l) Wyle tb ayy 80 + t an an t y 444+“ 4h I i I yt fl I i l Weyl} bay i i Hyd it HI q Hoyt tl Wal . TTT IN HT ft] tah | | | 4 I I G6 A tH No Zz | I ae || aw l Weyl y buy hal | | Hoyt ot dl | l Wyty ob wy 5 50. 1 T jot { H fl i 1 i i py | | Hyd ot I Wyld t | 9 POT E oE HAE ff aH i 40 tT t mri t t INET] T_T | l || | I | NI 1 Wl 30 ee MR Lh ] I yt ot fl f l Yt WII | I a || i l yy yt I 20. | IL Hoty fy n N i yt oy IN | i re | l l Hyty tb qn | I Hyd ot yl l Het dt Wyn 10 t t i-th l i ttt | t I yt od fl | l Wyty tb ql 0 1 l Wt tt ll ll Heeb tl Too 10 1 0. 0.07, 0.007 GRAIN SIZE - mm. +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt I Clay 0.0 17.5 22.9 8.4 9.6 22.5 19.1 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT (X=NO) Dark brown in color. silty sand with gravel 15 100.0 1 90.4 m | Bs coe Mpetgeguimis 3/8 698 PL= NP LL= NV Pl= NP 4 59.6 Coefficients #8 52.7 Dgg= 25.0083 Dg5= 20.9050 Dgo= 4.9198 #10 51.2 Dgo= 1.7641 Dg0= 0.1912 Dis= #16 47.0 Dio= Cy= C= #30 45.4 . . Classificatior #50 36.3 = essa oe ALL #100 270 USCS= SM AASHTO: : A-1-b #200 19.1 Remarks Sample was collected on 08/21/24 and tested on 08/26/24. In-Situ] %MC=10.1 F.M.=3.80 (no specification provided) Location: B-2A Sample Number: S-2 Depth: 4-6 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 Project No: _ANV-6549 Figure 2 F 1 South Plainfield, New Jerse’