Geotech Report 02 12 2024

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TESTPITNO. TP-24 CLIENT : Garden Homes/ West Essex Highlands, Inc. GSE +882" |WATER LEVEL 5-0" PROJECT: ‘Stormwater Management System DATE "23/2024 LOCATION: West Orange, New Jersey JOBNO. Pr [REPORT NO. 24-C-02 DEPTH) Density | MOISTURE GROUND SURFACE REMARKS FFopsoilVVegetation 4 a Soft Moist | Yellowish Brown coarse to fine Sand, and Clayey Silt, some coarse to fine Gravel 2 (Clay Loam) 3 Firm Permeability @2' K=0.20 invhr (K1) 4 5 Wet [Bedrock at 5'-0" 6 Test Pit completed at 5-0" 7 8 9 10 W 12 13 14 15 16 17 18 19 20 EXCAVATOR : D. Willis Excavating

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-25 ENGINEERS, INC. CLIENT : Garden Homes/ West Essex Highlands, Inc. IGSE +593" |WATER LEVEL 60" PROJECT : ‘Stormwater Management System DATE 71572024 LOCATION : West Orange, New Jersey [208 NO. 240-02. |REPORT NO. 24-C-02 i DENSITY MOISTURE GROUND SURFACE REMARKS: Topsoil/Vegetation 1 oa" Soft Moist Light Brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel 2 (Clay Loam) 3 Permeability @4' 3-0" K=0.82in/hr (K2) 4 Medium Reddish Brown coarse to fine Sand, and Silt, little coarse to fine Gravel Dense (Loam) 5 6 Wet Bedrock at 6'-0" 7 Test Pit Completed at 6'-0" 8 9 10 Ail 12 13 14 15 16 17 18 19 20 EQUIPMENT ‘STL REPRESENTATIVE : Wills Excavating jackhoe Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-26 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. [ese ar WATER LEVEL 56" PROJECT : ‘Stormwater Management System [DATE 1/15/2024 LOCATION : West Orange, New Jersey \JOB NO. 24-C-02 |REPORT NO. 24-C-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsollvegstation 1 oe Soft Moist Light Brown Clayey Silt ile coarse to fine Sand, litle coarse to fine Gravel 2 (Clay Loam) 3 2-6" Permeability @2' K=0.10in/hr (KO) 4 Reddish Brown coarse to fe Sand, some Clayey Sit, and coarse to fine Gravel Firm (Silt Loam) 5 6 Wet Bedrock at 5'-6" 7 Test Pit completed at 5'-6" 8 9 10 "1 12 13 14 15 16 7 18 19 20 EXCAVATOR : EQUIPMENT STL REPRESENTATIVE D.Willis Excavating Backhoe Maravegias|

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-27 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. ese a WATER LEVEL NE PROJECT: Stormwater Management System DATE 82006 LOCATION : ‘West Orange, New Jersey |JOB NO. 24-C-02 IREPORT NO. 24-C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 41 12" Soft Moist Light Brown Clayey Sit, lie coarse to fine Sand, litle coarse to fine Gravel 2 (Clay Loam) 3 4 3.6" tif Reddish Brown coarse to fine Sand, and Clayey Silt, some medium to fine Gravel 5 (silt Loam) Permeability @5' K=0.09 inv (KO) 6 7 Bedrock at 66" Test Pit Completed at 6-6" 8 9 10 ah 12 13 14 15 16 47 18 19 20 EXCAVATOR EQUIPMENT STL REPRESENTATIVE : D.Willis Excavating jackhoe 7 Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-28 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, ne ese oa WATER LEVEL 0" PROJECT: ‘Stormwater Management System DATE za7e024 TOCATION: West Orange, New Jersey [JOB NO. Mow |REPORT NO. 24-C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS, Topsoil/Vegetation 1 1.0" Soft Moist 2 Light Brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 3 4 3:6" stir Reddish Brown coarse to fine Sand, and Clayey Silt, some medium to fine Gravel 5 (Silt Loam) Permeability @6" K=0.08in/hr (KO) 6 7 8 Wet Bedrock at 8'-0" 9 Test Pit Completed at 8'-0" 10 WwW 12 13 14 15 16 17 18 19 20 EXCAVATOR : EQUIPMENT STL REPRESENTATIVE D. Wills Excavating Backhoe Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-29 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Ine ose wae WATER LEVEL NE PROJECT: ‘Stormwater Management System DATE "123/2024 LOCATION: West Orange, New Jersey [JOB NO. 240-02 IREPORTNO. 24602 DEPTH eNsiTy | MOISTURE GROUND SURFACE REMARKS FTopsoi/Vegetation 1 0-6" Soft Moist Brown coarse to fine Sand, some Clayey Silt, some coarse to fine Gravel Permeability @1" 2 (Silt Loam) K=0.18 in/hr (KO) Bedrock at 2'-0" 3 Test Pit completed at 2'-0" 4 5 6 7 8 2 10 ahi 12 43 14 15 16 47 18 19 20 STL REPRESENTATIVI Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-30 ENGINEERS, IN! CLIENT: Garden Homes/ West Essex Highlands, Inc. ase wars WATER LEVEL NE PROJECT: Stormwater Management System DATE “8r2024 LOCATION: West Orange, New Jersey [JOB NO. PT |REPORT NO. 24-C-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 0-6" Soft Moist | Yellowish Brown Clayey Sit, ttle coarse to fine Sand, litle coarse to fine Gravel 2 (Clay Loam) 2-0" Reddish Brown coarse fo fine Sand, and Sif, some coarse to fine Gravel 3 (Silt Loam) Permeability @2° Bedrock at 3'-0" K=0.13 in/hr (KO) 4 Test Pit completed at 3-0" 5 6 7 8 9 10 abe 12 13 14 15 16 47 18 19 20 EXCAVATOR EQUIPMEN’ ‘STL REPRESENTATIVE : Willis Excavating Maravegias

SOR CONSULTING TEST PIT LOG TEST PIT NO. TP-31 ENGINEERS, INC. CLIENT : Garden Homes/ West Essex Highlands, Inc. |GSE +604! WATER LEVEL NE PROJECT : ‘Stormwater Management System DATE rrar024 LOCATION = ‘West Orange, New Jersey [908 NO. 246-02 IREPORT NO. 24-02 al DENSITY MOISTURE GROUND SURFACE REMARKS: TopsoilVegetation 1 2 1-6" Dense Moist |Reddish Brown coarse to fine Sand, sme Silt, and coarse to fine Gravel 3 (Silt Loam) 4 5 6 7 Permeability @7" K=0.61 invhr (K2) 8 9 10 “ Test Pit completed at 10'-0" 12 13 14 15 16 7 18 19 20 EXCAVATOR EQUIPMEN’ STL REPRESENTATIVI Wills Excavating Backhoe Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-32 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. ase Teor WATER LEVEL NE PROJECT: ‘Stormwater Management System [DATE Tena LOCATION: West Orange, New Jersey 0B NO. PEST) [REPORT NO. 24-C-02 DEFTH| pensiry | MOISTURE GROUND SURFACE REMARKS FFopsoilVegetation 1 0-8" 2 Dense Moist | Reddish Brown coarse to fine Sand, litle Silt, and coarse to fine Gravel 3 (Loam) 4 5 6 Permeability @6' K=0.94 in/hr (K2) 7 8 9 10 ahs Test Pit completed at 10'-0" 12 13 14 15 16 7 18 19 20 EXCAVATOR : 0. Willis Excavating EQUIPMENT STL REPRESENTATIVE : Backhoe T Maravegias

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-33 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc ese Ter WATER LEVEL To" PROJECT: Stormwater Management System DATE TE LOCATION: West Orange, New Jersey 0B NO. Boe IREPORTNO. 246-02 DEPTH! DeNsity | MOISTURE GROUND SURFACE REMARKS TopsoiliVegetation 1 o-8" Firm Moist | Yellowish Brown Clayey Sit, ttle coarse to fine Sand, itle coarse to fine Gravel 2 4 Dense Reddish Brown coarse to fine Sand, some Clayey Silt, and coarse to fine Gravel 3 (Loam) 4 5 6 Permeability @6 K=0.65 in/hr (K2) 7 8 3 10 Ww Wet 12 13 14 15 16 7 18 19 20 Test Pit completed at 11'-0"