13026 Resubmission

Particle Size Distribution Report As per ASTM D 6913 e ge «& e§ 2 ee see sss x8 <2 ££ $882 @ 558 100) T T TT T i TTT) MT | | | |i | I | 1 Util | fl im! Nl ! Heit tt 4 r {ii Wilh Wry eye ae | l | i I | | boli it 80 + - : . - re | | | I | I I Ty ot ail | | l i l I | 1 WT 70 T T al Ir l i & ml LIN I WL a) Zz i | | Il | I Py} ol Weyl z 1 {ih UITLN Wy faye at 5 50 q \ f n i jot Ww i | | | h) ot tii g Vi mea NG Hyd dad eae wi 40 T l mH t aT TT mT | Ui | |! | pera | I oiyil 20 LI CU WT ih 1 ! ii | ! ITN yt | Hl 1} | I | WI 20 | 4 i Hl 4 4 4 1 mili CUT MI Wy py eh | l | l I I Tr} od ail 10 T T Hi rT U T T T T T i i { |I 1 l Woyly ' Wy d Lh meee Ha ta al 700 10 1 0.4 0.0% 0.00% GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse| Medium Fine Silt il Clay 0.0 Ud 32.7 99 13.5 15.7 17.1 SIEVE PERCENT SPEC,” PASS? Material Description SIZE FINER PERCENT | (X=NO) Brown in color. silty gravel with sand 1.5 100.0 1 88.9 m | Aer ints 3/8 670 PL= NP LL= NV Pl= NP #4 56.2 Coefficients #8 473 Dgg= 27.8796 Dg5= 16.6778 Dgo= 6.0316 #10 463 Dgo= 3.1095 D3o= 0.2943 D45= #16 412 D409 Cue Coe #30 35.4 . Classification #50 30.2 - = Ads #100 38 USCS= GM AASHTO= A-1-b #200 17.1 Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25. In-Situ %MC=6.8 F.M.=4,10 (no specification provided) Location: B-1, S-3 Sample Number: S-! Depth: 4-6" Date: 06/05/2025 ANS CONSULTANTS, INC. South Plainfield, New Jerse Project: Project No: AOF-6133 Client: Hudson Engineering LLC JMA02P003, 262 Main Street, West Orange, NJ Fi | Figure 1

Particle Size Distribution Report As per ASTM D 6913, D-7928 2 : S cg ef 828 £ Sé3 £5 58 =z & 82 8 EEE 100| T l Ty TT l T T)I) Wy | i Le | | Weyl y boyy i WWE} tt l ! He tid 4 ! a CHT CTT irre ay i | Pyle ot fl | I I Ty ot ayy 80) Y py i ! Ho | YT TNL Il | | | Py od ayil 7 | 1 | t fl l I I | Py od afl T l Tr T T rr POUT CN Wy pry ran G60 Lo A z2 | I ee ee IN 1 Hoyt} tay 7 ETM LLL AETTILL ted HY y PP ey ee 5 60 \ f pty f Sot! re re ir | l a en) | AL | | 1) ob iyi g ee Wa Let eit ir \ w 40 T rT tht t l Kw TTT TH PWT fe aR HW} )NGey edit a0 oe HLT AA th | i Fy root | ! | 1 oli | | Py ti ot fl | I i} INL ULI 20 i " Jt} 4 i i i i i Hoy PUNT WT WTP ya A i | ee || | l I 1} UNI 10 t t 4th t t TT I | Py tf ot fl I i Weyl} t yy A LLM ELL HLL LL allht| Pprerce ond ral 100 10 0. 0.01 0.00 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 21.9 16.8 8.6 13.1 30.4 73 19 SIEVE PERCENT SPEC.* PASS? Material iption SIZE FINER PERCENT (X=NO) Brown in color. poorly graded sand with silt and gravel. Sand 1.5 100.0 1 78.1 mw | mt a 3/8 673 PL= NP LL= NV Pl= NP #4 61.3 Coefficients #8 53.8 Dgo= 33.0166 Dgs= 30.4032 Dgo= 4.2394 #10 52.7 D5o= 1.3660 D3o= 0.2653 Dy5= 0.1322 #16 49.0 D49= 0.0828 Cy= 51.22 Co= 0.20 #30 44.2 Classification #50 32.8 —y a SUTOS Acd.l #100 170 USCS= SP-SM AASHTO= A-I-b #200 9.2 Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25. In-Situ %MC=12.7 F.M.=3.96 (no specification provided) Location: B-1, S-6 Sample Number: S-2 Depth: 18'-20' Date: 06/05/2025 ANS CONSULTANTS, INC. | Client: Hudson Engineering LLC Project: JMA02P003, 262 Main Street, West Orange, NJ South Plainfield, New Jerse ProjectNo: _AOF-6133 Figure 2 F 1

Particle Size Distribution Report As per ASTM D 6913, D-7928 e ge e§ 8 see es 5 a% x8 oz g¢ §&§88 8 Es 100 T T rT TT rT N T T T OTN VY T Y way Wt ay at i Hl i || " I | 1 | uit * rT rwTT WT ae VOLT Ue HY LY WY yy ty eae 80 + + + +N + H + + VOTE UL TN I Wy ya yey eae 1 it | LENS | Hedi} tb aiti 70 T T l ml TTS T TTT a | i | 1 | | ol Hetil ou uel & 60 LAME Lt LUT Hi: Ltt ti Zz I | | it | | Nal} ol iii rs | Vl | Vall q * ! : rh th | ! iN Tl Ww | i | Q VTL WATT WAyq ft I wi 40 tT rt l TH rT i TTT Nt VEL WATT WE Wd yaya iN sd YUL LILA WE tats + UT CWT WT yy ay PTTL UL Vw A WEI fate a eiN 20 H. I [tl i i i | 1 i 1 PTY Eh CWT] Wel yay ea mot rTM EL tay ll Wa da ea 10 t tf u hh rT u i t ih 1t POUEWELL H Vay} Wy pay ba [~o 0 LA Lh UHL Heb tat i 100 4 0.1 0.01 0.001 GRAIN SIZE - mm. % 43" % Gravel % Sand % Fines 7 Coarse Fine Coarse Medium Fine Silt Clay 0.0 9.6 18.5 5.6 67 27.8 23.9 19 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT (X=NO) Reddish brown in color. silty sand with gravel. Sandy loam. T 100.0 3/4 90.4 sa a - Atterberg Limi : “4 19 PL= NP LL= NV Pl= NP #8 67.1 Coefficients #10 66.3 Dgp= 18.7733 Dgg= 13.8957 Deo= 0.4644 #16 63.8 B= 0.1949 D39= 0.0689 Di5= 0.0191 #30 61.0 10 0.0082 Cue 56.79 Coe 1.25 #50 56.8 Classification #100 45.0 = = AQ. 100 hs USCS= SM AASHTO= A-2-4(0) Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25, In-Situ %MC=12.7 F.M.=2.66 (no specification provided) Location: B-1, S-7 Sample Number: S-3 Depth: 23'-25' Date: 06/05/2025 ANS CONSULTANTS, INC. South Plainfield, New Jerse’ Project: Project No: _AOF-6133 Client: Hudson Engineering LLC JMA02P003, 262 Main Street, West Orange, NJ Figure 3 F 1 —

Particle Size Distribution Report As per ASTM D 6913, . eg efLeegef ° 2° 88 ¢ ge22855 2 2 g2¢ 2 $25 100 T l AN Ty l l T >t) ayy | i byt R | |i | | Hef by i ayy 90 ! M 1 | || L H ! ! | ttt | | Ly AE I | I | Py) ob iit 1 | H | t fl I i | I Py} ot Wil 80 + H +--+ \ tt tf +t + +—tt | I P yi oi I | Hoyt} bowie 0 | l Ltt tn | I Hoyt} td dill T T a a T 1 w | I byt ot fl \ | l Woyty t aye wi 60 | L Lit tt tt or I | 1] ot = Zz I l Eyl ot i j \ I Woy by tye | I Py ot fl j \. I Weyl y i ll 5 50 i f oe et n f i 1 tlh uw | i | | | Py} od Wi ° POTAIPET Et qe EEL WT tay tay Ww 40 T t T_T t Nir pty yr | | ae | I | hey | Py or Wy 30 | i Lit tt fi l | N Lyd Wt | | i | I I iN Py) or qi | j oe || I I I \ 1 Uti 20 } " i. | jo . HT J } i 1 POMPE EW CUTE Wy yt A f | l ee | | I | 1} 1 Sy 10 t t a l u t 71 . | I Ey ti ot | | i I I} to Wy 0 | 1 (oe i I | Lyte 7 70 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse| Medium Fine Silt [ Clay 0.0 6.4 32.7 12.6 19.0 18.4 10.9 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT | (X=NO) Reddish brown in color. poorly graded sand with silt and gravel 1 100.0 3/4 93.6 A oe - Atterberg Limits #4 609 PL= NP LL= NV Pl= NP #8 50.2 Coefficients #10 48.3 Dgo= 16.8733 Dgg= 14.4169 #16 42.3 Ds50= 2.3156 D39= 0.4448 #30 34.4 10= Cue #50 24.1 7 . Classification #100 16.3 = sp. = Ade #200 10.9 USCS= SP-SM AASHTO= A-l-a Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25. In-Situ %MC=5.8 F.M.=4.03 (no specification provided) Location: B-2, S-3 Sample Number: S-4 Depth: 8'-10' Date: 06/05/2025 ANS CONSULTANTS, INC. South Plainfield, New Jerse Client: Hudson Engineering LLC Project: JMA02P003, 262 Main Street, West Orange, NJ Project No: _AOF-6133 Figure 4 F 1

RENOVATION AND ADDITION 262-270 MAIN STREET WEST ORANGE, NJ 07052 1123 BROADWAY, SUITE 302, NY, NY 10010 PHONE 646.248.6664 WWW.JMAPC.COM BLOCK 114, LOT 50 & 55 PRELIMINARY & FINAL SITE PLAN ARCHITECT: ESSEX COUNTY JORGE E. MASTROPIETRO

NY LICENSE NO. 036208-1 BUILDING AND SITE DATA JENNIFER PALERMO ITEM DATA NJ LICENSE NO. AI 015932 BLOCK NO. 114 LOT NO. 50 & 55 ZONING DISTRICT B-1 PROJECT: OCCUPANCY

OCCUPANCY S, M R 200' 262-270 MAIN STREET USE GROUP S-1, S-2. M CONSTRUCTION TYPE A-III WEST ORANGE ESSEX COUNTY, NJ 07052 - 0"

SITE AREA 30,218 SF BUILDING HEIGHT 24' BLOCK 114 LOT 50 & 55 NUMBER OF STORIES 1 1/2 R 0" 10 AREA OF LARGEST FLOOR 13,934 SF '- OWNER:

OWNER: 00 00 BUILDING FOOTPRINT 13,934 SF '- " 262 MAIN STREET 10 0 0' - 0" R 0 TOTAL LAND AREA DISTURBED 30,218 SF R 20

R 20 R2 REALTY LLC 0' BUILDING AREA 19,744 SF -0 0" 262-270 MAIN STREET " '- 0 00 VOLUME CF R1 FLOOD HAZARD ZONE X WEST ORANGE, NJ 07052