Geotech Report 02 12 2024

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-14 ENGINEERS, INC. (CLIENT: Garden Homes/West Essex Highlands, Ine ese as WATER LEVEL 8-0" PROJECT: Stormwater Management System DATE “reo24 LOCATION: West Orange, New Jersey 305 NO. Too [REPORT NO. 24-C-02 per] pensiry | moisture GROUND SURFACE REMARKS FTopsoi/Vegetation 4 e' Firm Moist Tight brown Clayey Sif, litle coarse fo fine Sand, ittle coarse to fine Gravel (Clay Loar) 2 2-0" Reddish brown coarse to fine Sand, some Sif, some coarse 3 to fine Gravel (Loam) Dense 4 5 6 Permeability @6 K=0.82in/hr (K2) 7 Wet 8 Water seepage @8 9 Test Pa Completed al 8-6" (Bedrock) 10 ah 12 13 14 15 16 7 18 19 20 EXCAVATOR Willis Excavating EQUIPMENT : Backhoe ‘STL REPRESENTATIVE

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-15 ENGINEERS, INC. ‘CLIENT : Garden Homes/West Essex Highlands, Inc. |GSE +546" WATER LEVEL TL” PROJECT: ‘Stormwater Management System DATE "8/2024 LOCATION : West Orange, New Jersey OB NO. 246-02 |REPORT NO. 24-C-02 = DENSITY MOISTURE ‘GROUND SURFACE REMARKS |Topsoil/Vegetation i 6" Firm Moist Light brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 2-0" Reddish brown coarse to fine Sand, and Silt, some coarse 3 to fine Gravel (Loam) Dense 4 Permeability @5' K=0.62in/hr (K2) 5 6 7 Wet Water seepage @ 7-0" 8 Test Pit Completed at 6-0" (Bedrock) 9 10 Ww 12 13 14 15 16 7 18 19 20

SOR CONSULTING TEST PIT LOG TESTPRINO. TP-16 ENGINEERS, INC. ° CLIENT : Garden Homes/West Essex Highlands, Inc. GSE +543" WATER LEVEL NE PROJECT = ‘Stormwater Management System DATE 77ier2024 LOCATION: ‘West Orange, New Jersey JOB NO. M602 |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 (Clay Loam) 2 3 Permeability @3' K=0.09in/hr (KO) Dense Reddish brown coarse to fine Sand, and Clayey Silt, some coarse 4 to fine Gravel (Silt Loam) 5 5-0" ‘Test Pit Completed at 5'-0" (Bedrock) 6 7 8 9 40 11 12 13 14 15 16 17 18 19 20 EXCAVATOR : D. Willis Excavating

SOR CONSULTING TEST PIT LOG TEST PIT NO. TP-17 ENGINEERS, INC. (CLIENT : Garden Homes/West Essex Highlands, Inc. [ese cer [WATER LEVEL 56" PROJECT : Stormwater Management System DATE 8/2024 LOCATION = West Orange, New Jersey [0B NO. 246-02 [REPORT NO. 24-C-02 mer DENSITY | MOISTURE GROUND SURFACE REMARKS TopsoilWVegetation 4 6 Firm Moist [Light brown Clayey Sil, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 3 Permeability @3° 3:0" K=0.09in/hr (KO) Dense Reddish brown coarse to fine Sand, and Clayey Silt, some coarse 4 to fine Gravel (Silt Loam) 5 Wet Wet at bedrock 6 Test Pit Completed at 5-6" (Bedrock) 7 8 9 10 Ww 12 13 14 15 16 7 18 19 20 EXCAVATOR EQUIPMEN’ ‘STL REPRESENTATIV! Wills Excavating jackhoe ‘Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-18 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. |GSE +547" WATER LEVEL 60" PROJECT: ‘Stormwater Management System DATE 7872024 LOCATION : West Orange, New Jersey JOB NO. 24-C-02 |REPORT NO. 24-C-02 DENSITY MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 6" 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 Silt, some coarse Permeability @4' 4 {to fine Gravel (Loam) K=0.71in/hr (K2) 5 6 Wet Wet at bedrock at 6'-0" ‘Test Pit Completed at 6-0" (Bedrock) 7 8 9 10 W 12 13 14 15 16 7 18 19 20 EXCAVATOR : D. Willis Excavating EQUIPMENT : Backhoe STL REPRESENTATIVE :

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-19 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. GSE +548" WATER LEVEL ea" PROJECT : ‘Stormwater Management System DATE 18/2026 LOCATION West Orange, New Jersey [JOB NO. 24-C-02 [REPORT NO. 24.002 DEPTH FT. DENSITY MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 6" Firm Moist [Light brown Clayey Sil, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 2-0" Dense Reddish brown coarse to fine Sand, and Silt, some coarse a to fine Gravel (Loam) Permeability @4' 4 K=0.95in/hr (K2) 5 6 Wet Wet at 6-6" 7 8 Test Pit Completed at 7-6" (Bedrock) 8 10 " 2 8 14 15 16 7 18 19 20 EXCAVATOR : D. Wilis Excavating EQUIPMENT ‘STL REPRESENTATIVE jackhoe Maravegias

SOR CONSULTING TEST PIT LOG TEST PIT NO. TP-20 ENGINEERS, INC. CLIENT : Garden Homes/ West Essex Highlands, Inc. GSE +545" WATER LEVEL oor PROJECT: ‘Stormwater Management System DATE "aaa LOCATION: West Orange, New Jersey JOB NO. 246-02 IREPORT NO. 24002 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsoilVegetation 1 _ Firm Moist | Yellowish Brown Clayey Sit, Iitle coarse to fine Sand, tle coarse to fine Gravel 2 (Clay Loam) 2-0" 3 Permeabilty @4’ K=0.69in/hr (K2) 4 Medium Moist Reddish Brown coarse to fine Sand, and Silt, litle coarse to fine Gravel Dense (Loam) 5 6 Wet [Bedrock at 6:0" 7 Test Pit Completed at 6-0" 8 9 40 W 12 13 4 15 16 47 18 19 20

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-24 ENGINEERS, INC. . CLIENT: Garden Homes] West Essex Highlands, Inc ese =r |WATER LEVEL NE PROJECT: ‘Stormwater Management System DATE 7728/2024 LOCATION: West Orange, New Jersey L508 NO. zeae |REPORT NO. (24-C-02 DEPTH! pensity | moisTuRE GROUND SURFACE REMARKS FFopsoilVegetation 4 ene Soft Moist | Yellowish Brown Clayey Sit, litle coarse to fine Sang, ttle coarse to fine Gravel 2 (Clay Loam) mo 3 Permeability @4 K=0.24 in/hr (K1) 4 Dense Moist [Reddish Brown coarse to fine Sand, some Clayey Silt, some coarse to fine Gravel Loam) 5 Bedrock at 5'-0" 6 Test Pit Completed at 5'-0" 7 8 9 10 "1 12 13 14 15 16 17 18 19 20 EXCAVATOR : EQUIPMENT ‘STL REPRESENTATIVE D.Wilis Excavating

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-22 ENGINEERS, INC. CLIENT : Garden Homes/ West Essex Highlands, Inc. [GSE +557" WATER LEVEL NE PROJECT : ‘Stormwater Management System [DATE 1/23/2024 LOCATION : West Orange, New Jersey JOB NO. 24-C-02 |REPORT NO. 24-C-02 i DENSITY MOISTURE GROUND SURFACE REMARKS Fopsoil/Vegetation 1 0-6" Soft Moist Yellowish Brown Clayey Silt, little coarse to fine Sand, trace coarse to fine Gravel 2 (Clay Loam) 3 Permeability @2' K=0.09 in/hr (KO) 4 Bedrock at 4'-0" 5 Test Pit completed at 4'-0" 6 7 8 9 10 WwW 12 13 14 15 16 7 18 19 20 EXCAVATOR : EQUIPMENT STL REPRESENTATIVE D. Wilis Excavating jackhoe Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-23 ENGINEERS, INC. CLIENT : Garden Homes/ West Essex Highlands, Inc. GSE +583 WATER LEVEL NE PROJECT: ‘Stormwater Management System DATE “io024 LOCATION: West Orange, New Jersey JOBNO. ome REPORTNO. 246-02 DEPTH peNsiTY | MOISTURE GROUND SURFACE REMARKS FTopsoilWVegetation 1 0-6" Soft Moist | Yellowish Brown Clayey Silt, little coarse to fine Sand, tle coarse to fine Gravel 2 (Clay Loam) 3 Permeability @5° K=0.88 in/hr (K2) Medium 4 Dense Moist. Reddish Brown coarse to fine Sand, some Silt, and coarse to fine Gravel (Loam) 5 6 7 Bedrock at 7'-0" 8 Test Pit completed at 7-0" 9 10 WV 12 13 14 15 16 7 18 19 20 EXCAVATOR EQUIPMENT STL REPRESENTATIVE : Willis Excavating jackhoe ‘Maravegias