Stormwater Management Report 4898 2292 85031

Particle Size Distribution Report As per ASTM D 6913 ¢ eeigeeéd 2 sees § Sé8 £558 2 € $882 8 FEE 100 T Tr T TT T T Tt Tay UATE GIT TRILL Tak 1 LL ° TAHT We alti | I oe oe | t l | Py ot oul 80 t + t+ +h t+ y 444+ th | | Hd | | I Wyte tb wy | lj ee AN I l Heyl y t uy 70 THT TH Ni l 1 | i H Yd il q I | | & ttt L Lh 1 QI ee Zz TANT Wa a | t Hy OL WN l Yyly ot Wilt 5 50 1 (or | | M 4 4 po W | i ae | L l Weyl yt vl 2 eee ene AM EE a i 40) t t t tr t Nall! THT | I Hyd te oT t PW pt} dL 30 on Nien Kf Lt | I yd tot fl j l ] Tuy eee ee Wy Pt AN 20 | I I ttt ji " i i i PS | L | | l Heyl y tall | i a | | l Yoyly ot qi 10 t i tH it U nt | I ee | | l Haty t qt 0 | | | lL I 1} 700 70 0.4 07 0.001 GRAIN SIZE - mm. % 43" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt I Clay 0.0 22.5 25.5 10.1 10.9 10.0 21.0 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT | (X=NO) Brown in color. silty gravel with sand 1 100.0 3/4 715 oh ee Atterberg Limits #40 52.0 PL= NP LL= NV Pl= NP #8 43.5 Coefficients #10 419 Dgo= 22.6921 Dgo= 8.7032 #16 37.4 D50= 4.0095 Di5= #30 32.9 Dio= Co #50 29.1 Classification #100 25.1 = a AASHTOS A-l- #200 210 USCS= GM AASHTO= = A-1-b Remarks Sample was collected on 08/20/24 and tested on 08/26/24 In-Situ %MC=8.2 F.M=4.41 * (no specification provided) Date: 08/26/2024 Location: B-4 Sample Number: S-4 Depth: 8'-10' | ANS CONSULTANTS, INC. South Plainfield, New Jerse 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 4 F 14