Supporting Documentation · Apr 15, 2026
Stormwater Management Report 4898 2292 85031
8d87c44aba7a72d151be72deaef2cff9bbbc23ab480605ed2a16ebd8c2456a56Indexed text · page 216
Show all pagesSouth Plainfield, New Jerse Project No: _ANV-6549 Figure 8 F 1 Particle Size Distribution Report As per ASTM D 6913 : » ef egeed o gees § s&s $558 =¢ § $282 8 FEE 100 T l Ce l l T ty. tit tou Tt N | ea Wy y Pe ea | N tI Hey yw ° rT Wea a | l HUM ot il | | Weyl y boyy 80 + + Hkh t u 4+ at | I H | | |i I ll | Py ot il | i jt NI | |! l Hefty tl ay 70 T TH l T 171 T i I NA Wy fa ] G6 1 | Ltt WL Tt sof ! Lt F4 TTA roll i a toa | | Hyd ot fl | Wine Hoyt y t qa Eb 50 1 1 (eo f WTS pty th far PVA ca HY Ngee a 9 [ra | i a | I 1 Wil wi 40 t It iT Ti- t ll TORT rt I i oe | | | NI I | L Hit tt l Li I %° ri aT 1 | | on | l l Veyty t ayy 20 1 i jt al I i i i 1 i nl | l re L l Vyty tb ayy | | a | I yeyty tb Wl 10 t t ith t fi tint | i ae | I l Weyl y td qe 0 | L {a ne i I Hetty ttl 700 7 1 0.4 0.07 0.001 GRAIN SIZE - mm. % 43" % Gravel % Sand % Fines ° Coarse Fine Coarse Medium. Fine Silt I Clay 0.0 219 13.0 5.2. 10.2 23.4 26.3 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Brown in color. silty sand with gravel 15 100.0 1 92.4 3/4 78.1 Pet Ve Bl PL= NP ams pie NP 3/8 72.5 - #4 65.1 Coefficients #8 60.9 Dgs= 21.9511 Dgo= 2.0305 #10 59.9 Dg3o= 0.1044 Dq5= #16 56.7 Cys Ce #30 52.3 a Classifi #50 45.9 - Classification. #100 348 USCS= SM AASHTO= = A-2-4(0) #200 26.3 Remarks © Sample was collected on 08/19/24 and tested on 08/26/24. In-Situ} %MC=14.2 F.M=3.34 (no specification provided) Location: B-8 Sample Number: S-8 Depth: 6-8" Date: 08/26/2024 ANS CONSULTANTS, INC. | “llent: Gomes Management Project: 625 Northfield Avenue, West Orange, NJ Block 159.04, Lot # 1.01, 1.02 & 1.03
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- Sep 29, 2026
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