Geotech Report 02 12 2024

SOR CONSULTING TEST PIT LO TESTPITNO. TP-4 ENGINEERS, INC. G ELIENT: Garden Homes/West Essex Highlands, Inc. ese Ta }WATER LEVEL TO" PROJECT : ‘Stormwater Management System DATE 4119/2024 LOCATION: West Orange, New Jersey 08 NO, aT IREPORT NO. 24-C-02 DEFTH| pensiry | MOISTURE GROUND SURFACE REMARKS FTopsoilVegetation 1 8" Firm Moist | Yellowish brown coarse to fine Sand, and Clayey Sit, 2 little coarse to fine Gravel (Silt Loam) 3 3.0" Reddish brown coarse to fine Sand, some SiR, some coarse 4 Dense ito fine Gravel, cobbles ( Loam) Permeability @5' 5 K=0.26inihr (K1) 6 Water Seepage @ 7' 7 Wet 8 9 10 Ww Test Pit Completed at 11'-0" 12 13 14 15 16 17 18 19 20 EXCAVATOR Willis Excavating EQUIPMEN’ STL REPRESENTATIVE :

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-5 CLIENT: Garden Homes/West Essex Highlands, Inc. ese ra WATER LEVEL 8-0" PROJECT: ‘Stormwater Management System DATE THsp028 LOCATION: West Orange, New Jersey OB NO. 3ac-ae |REPORT NO. 24-C-02 DEPTH! peNsiTy | MOISTURE GROUND SURFACE REMARKS FTopsoilVegetation 1 10 Firm Moist Light brown Clayey Sit, litle coarse to fine Sand, 2 litle coarse to fine Gravel (Silty Clay Loam) Medium Reddish brown coarse to fine Sand, some Sil, some coarse a Dense to fine Gravel (Sandy Loam) 4 5 Permeability @6' K=1.22in/hr (K2) 6 7 Wet Water Seepage @ 8 10 " 12 18 19 Test Pit Completed at 10'-0"

SOR CONSULTING TEST PIT LOG TEST PIT NO. TP-6 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. |GSE +548" WATER LEVEL or PROJECT: ‘Stormwater Management System DATE "i9/2024 LOCATION: ‘West Orange, New Jersey NOB NO. 20-02 [REPORT NO. 24-02 DEPTH) pensrry | MOISTURE GROUND SURFACE REMARKS TopsoilVegetation 1 42" Firm Moist [Yellowish brown Clayey SILT, some coarse to fine Sand 2 (Silty Clay Loam) 3 4 4.0" Reddish brown coarse to fine Sand, some Silt, and coarse 5 Dense to fine Gravel, (Loam) Permeability @6" K=0.79invhr (K2) 6 7 Wet Water Seepage @ 8 8 9 10 Ww ‘Test Pit Completed at 11'-0" 12 13 14 15 16 47 18 19 20 EXCAVATOR : D.Willis Excavating EQUIPMENT : Backhoe ‘STL REPRESENTATIVE : ASencar

SOR CONSULTING TEST PIT LOG TESTPITNO. = TP-7 ENGINEERS, INC. CLIENT: Garden Homes/WVest Essex Highlands, Ino. (ase = [WATER LEVEL 8-0" PROJECT: Stormwater Management System DATE 11512024 LOCATION : West Orange, New Jersey JOB NO. 24-C-02 REPORT NO. 240-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS TopsoilWVegetation 41 6" ight brown Clayey Sif, litle coarse to fine Sand, Firm Moist | iittle coarse to fine Gravel (Clayey Silt Loam) 2 204 Reddish brown coarse to fine Sand, and Clayey Sik, some coarse Medium to fine Gravel (Loam) a Dense 4 5 Permeability @6" K=0.27in/hr (K1) 6 7 Wet 8 Water seepage @ 8! 9 Test Pt Completed at 9-0" 10 WwW 12 13 14 15 16 47 18 19 20

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-8 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. GSE +550" WATER LEVEL 8-0" PROJECT: ‘Slormwater Management System DATE T5204 LOCATION: West Orange, New Jersey 08 NO. Doe |REPORT NO. 24C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS FTopsoiliVegetation 41 10" Tight brown Clayey Silt, Title coarse fo fine Sand, Firm Moist little coarse to fine Gravel (Clayey Silt Loam) 2 20"| tif Gray to reddish brown Clayey SILT 3 (Clay Loam) 4 5 6 Dense Reddish brown coarse to fine Sand, and Silt, some coarse ito fine Gravel (Silt Loam) Permeability @7 7 K=0.17in/hr (KO) 8 Wet Water Seepage @ 8° 9 10 Test Pit Completed at 10'-0" Ww 12 13 14 15 16 47 18 19 20 EQUIPMENT : Backhoe STL REPRESENTATIVE :

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-9 ENGINEERS, INC. |CLIENT : Garden Homes/West Essex Highlands, Inc. [GSE +552 [WATER LEVEL 9-0" PROJECT: ‘Stormwater Management System DATE 771572004 LOCATION : West Orange, New Jersey JOB NO. 24C-02 |REPORT NO. 24-C-02 DEPTH FT. DENSITY MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 s" Firm Moist Light brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 Stiff 3 Dense Reddish brown coarse to fine Sand, and Clayey Silt, little coarse 4 to fine Gravel (Clay Loam) 5 6 Permeability @6' K=0,09in/hr (KO) 7 8 9 Wet Water Seepage @ 9° 10 Test Pit Completed at 10-0" 14 12 13 14 15 16 7 18 19 20 EXCAVATOR : D. Willis Excavating EQUIPMENT : 1ckhOe. STL REPRESENTATIVE : T. Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-10 ENGINEERS, INC. (CLIENT: Garden Homes/WWest Essex Highlands, Inc. ese wos |WATER LEVEL 50" PROJECT: ‘Stormwater Management System DATE Tisece LOCATION: West Orange, New Jersey OBNO. 2a00 [REPORT NO. 24-C-02 DEPTH! pensity | MOISTURE GROUND SURFACE REMARKS Fopsoil/Vegetation 1 a Firm Moist | Reddish brown coarse to fine Sand, and Clayey Sil, some coarse to fine Gravel (Silt Loam) 2 3 Permeability @3' K=0.42in/hr (K1) 4 5 Wet Wet at 5' ‘Test Pit Completed at 5-6" 6 Bed-rock at 5'-6" 7 8 9 10 W 42 13 14 15 16 47 18 19 20 EXCAVATOR : EQUIPMENT ‘STL REPRESENTATIVE D.Wilis Excavating jackhioe Maravegias:

SOR CONSULTING TEST PIT L TESTPITNO. TP-11 ENGINEERS, INC. OG CLIENT: Garden Homes/West Essex Highlands, Inc. (ese Tas |WATER LEVEL gO" PROJECT : Stormwater Management System DATE. 48/2024 LOCATION: West Orange, New Jersey JOBNO. 24002 |REPORT NO. 24-C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 41 6" Firm Moist Light brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Silty Clay Loam) 2 3-0" 3 Dense Reddish brown coarse to fine Sand, some Sil, some coarse to fine Gravel (Sandy Loam) 4 5 6 Permeability @5° K=1.87invhr (K2) 7 8 9 ET 10 Test Pit Completed at 10°-0" a 12 13 14 15 16 AT 18 19 20

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-12 ENGINEERS, INC. CLIENT: Garden Homes/West Essex Highlands, Ine (ese Tear WATER LEVEL TO" PROJECT: ‘Stormwater Management System DATE Tiana TOCATION: West Orange, New Jersey 308 NO. ome |REPORT NO. 246-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FFopsoilVegetation 1 é' Firm Moist [Light brown Clayey Sif litle coarse to fine Sand, litle coarse to fine Gravel (Sity Clay Loam) 2 26" 3 Dense Reddish brown coarse to fine Sand, litle Sit, and coarse to fine Gravel (Sandy Loar) 4 Permeability @5' 5 K=2.02in/hr (K2) 6 7 Wet Water seepage @ 7° 8 9 10 Test Pit Completed at 10'-0" ail 12 43 14 15 16 7 18 19 20 EXCAVATOR Willis Excavating EQUIPMEN’ ckNoe ‘STL REPRESENTATIVI

SOR CONSULTING TEST PIT LOG TEST PIT NO. TP-13 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. (ese wear WATER LEVEL TO PROJECT : ‘Stormwater Management System DATE Terz024 LOCATION: West Orange, New Jersey [JOB NO. A002 [REPORT NO. 24-C-02 el DENSITY | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 10" Firm Moist [Light brown Clayey Silt, litle coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 3 3.0" Dense Reddish brown coarse to fine Sand, some Sill, some coarse 4 to fine Gravel (Loam) Permeability @5' 5 K=0.66irv/hr (K2) 6 7 Wet Water seepage @ 7'-0" 8 9 Test Pit Completed at 8-6" 10 an 2 13 4 15 16 7 18 19 20 EXCAVATOR : EQUIPMENT : STL REPRESENTATIVE D. Wilis Excavating Backhoe Maravegias