Stormwater Management Report 4898 2292 85031

Particle Size Distribution Report As per ASTM D 6913 é eg eees ee 8¢ g gee2o8s 3 2 889 ¢ 228 100 T TT rT TT T lJ T T T NTT | | | Ht fl I ll yoy I ! | i (a ee | L l i { ° a Wr ep a | I ed l ll Voyly ot yt 80 + + HH} t Hf f+ tt | t oe | l l Weyl y t wy | i ae |e l l Wo pi pt Wy 70) THT roi ae l TTT | i a | I i Vrly tl & et (oe Wi z ° ae We an bad | i | 1 it I l Hoyt yt Wil 5 50 } q Ht imal f n ! ee Lu | t I | | im I l Woyiy ob ay 2 roa ea \ HWE WE Tey ea yi 40 1 l tt Ir fi yy tyr | I | | ! i I yyy t qd I | I ll Hetty A 30 TTT TO 1 | I Hyd Vt Tt I I Weyl y ot ayy 20 1 n JL i ; u H i i 1 \ Hu | l I | il l) I l Weyly od uy | i I | tl l I I Wyly to wy 10 t ora ae | | Hyd to NOL yelp tat 0 TWEE Ee WEEN HEH Oot 700 70 1 0.7 0.07 0.001 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines . ° Coarse Fine Coarse Medium Fine Silt I Clay 0.0 46.1 51.0 0.6 0.0 0.4 19 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT | (X=NO) Grey in color. poorly graded gravel 1 100.0 3/4 53.9 ie vi Atterberg Limits #4 29 PL= NP LL= NV PI= NP #8 2.3 Coefficients #10 23 Dgp= 23.9319 3 Dgo= 19.8550 #16 23 D50= 18.5338 D45= 13.1263 #30 23 Dyg= 11.4351 Co2 1.09 #50 2.3 i Classification #100 19 = eee NOs Ads #200 19 USCS= GP AASHTO= = A-l-a Remarks Sample was collected on 08/21/24 and tested on 08/26/24. In-Situ] %MC=5,5 F.M.=7.24 (no specification provided) Location: B-3 Sample Number: S-3 Depth: 6-8" 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 South Plainfield, New Jerse’ Figure 3 F 1