Stormwater Management Report 4898 2292 85031

Client: Gomes Management Project: 525 Northfield Avenue, West Orange, NJ Page: 5 Date: 09/03/2024 B-4 2-4 15 SM/GM 3000 2500 B-4 4-5'-2" 45/2 GM-SM. +5000 4500 B-4 6-8 62 SM/GM +5000 5000 B-4 8-10 94 SM/GM +5000 5000 B-4 10 — 10'-10” 52/4 SP/GP +5000 5000 | B41 _|_ Augur Refusal_| PE Seen : i Penetration ‘ incplace Recommended Boring Depth in 5 Soil Soil Bearing 7 a Number (feet) Resistance Type Capacity Soil Bearing N-Value (PSF) Capacity (PSF) B-5/5A O-1'-8" 26 +5000 1500 B-5/5A 2-4 6 1200 1500 B-5/5A 4-6 15 3000 3000 B-5/5A 6-8 19 3800 4000 B-5/5A 8-10 55 +5000 5000 B-5/5A 10 -11'-1" 93/7 +5000 5000 B-5/5A 15 - 15'-3” 78/3 +5000 5000 __B-5/5A__| __@19'-9" _|_Augur Refusal_| EEA Pe ‘ i Penetration = inslace Recommended Boring Depth in % Soil Soil Bearing F ‘ Namber (feet) Resistance Type Capacity Soil Bearing N-Value (PSF) Capacity (PSF) B-6 0-2 21 SP-SM. 4200 B-6 2-4 8 SM/GM 1600 B-6 4-6 6 SM/GM 1200. B-6 6-8 5 SM/GM 1000 B-6 8-10 13 SM/GM 2600 B-6 10-12 28 SM/GM +5000 5000 B-6 15=17 52 SM/GM +5000 5000 B-6 20-22 47 SM/GM +5000 5000 B-6 25 -25'-7" 50/1 SM/GM +5000 6000 ; In-Place Boring Depth in Renetravon Soil Soil Bearing | Recommended Number (feet) Resistance Type Capacity Soil Bearing N-Value (PSF) Capacity (PSF) B-7 0-2 3200 3000 B-7 2-4 3400 3500 B-7 4-6 4600 4000 B-7 6-8 1400 1500 B-7 8-10 2000 2000 B-7. 10=12 3600 4000 Be? | @14-2" | SS Ea cay SS a In-Place Boring Depth in Renta on Soil Soil Bearing | Recommended Number (feet) Resistance 31s Type Capacity SolliBearing N-Value (PSF) Capacity (PSF) B-8 0-2 15 3000 1500 B-8 2-4 25 SM/GM 5000 1500 B-8 4-6 5 SM/GM 1000. 1000 B-8 6-7-9" 5 SM/GM 1000 1000 B-8 9-11 6 SM/GM 1200 1500 B-8 M13 19 SP/GP. 3800 3500 B-8 15-17 44 SM/GM +5000 4500 | Bs | @ig-2" | Augur Refusal_| EEE 5000 Rees | nee COOO Nenana