29906 15 Ridgeway West Orange 5 26 26 HydroCAD Report

DEPTH 0-31" 31"-68" 68"-144" DEPTH 0-13" 31"-68" 68"-130" LOGGED BY:VINCENT CREEVY, Block 158, Proposed Lot 28.04 West Orange SOIL LOG -3-Dry Well-03/20/2026 SOIL DESCRIPTION 7.5YR 4/4 Brown, siltloam slightly moist, subangular blocky, friable, slightly plastic to plastic *exeee***N'C MOTTLES OR WATER OBSERVED 7.5YR 6/6 Redish yellow, siltloam slightly moist, subangular blocky, friable, slightly plastic to plastic sseeee***NIC MOTTLES OR WATER OBSERVED 7.5YR 5/4 Brown siltloam (SAMPLE @ 73") 15% Gravel-25% Cobble-3" to 8" 110" -144" slightly moist, subangular blocky, friable, plastic ““<****MOTTLES OBSERVED 10YR 5/6 @ 95"(few, medium, distinct) SEASONAL HIGH WATER “aexs“"WW ATER SEEPAGE OBSERVED @ 105" LOGGED BY:VINCENT CREEVY, Block 158, Proposed Lot 28.03 West Orange SOIL LOG -1-Dry Well-03/20/2026 SOIL DESCRIPTION 7.5YR 3/3 Dark brown, siltloam Slightly moist, subangular blocky, friable, slightly plastic to plastic *=*****NO MOTTLES OR WATER OBSERVED 7.5YR 6/4 light brown, siltloam slightly moist, subangular blocky, friable, slightly plastic to plastic =****NC MOTTLES OR WATER OBSERVED 7.5YR 5/4 Brown siltloam (SAMPLE @ 73") 15% Gravel-25% Cobble-3" to 10" 108” -130" moist, subangular blocky, friable, plastic ~««***MOTTLES OBSERVED 10YR 5/6 @ 68"(few, medium, distinct) SEASONAL HIGH WATER seaae***WATER SEEPAGE OBSERVED @ 70"

DEPTH 0-44" 44"-69" 69"-144" DEPTH 0-65" 65"-75" 75"-144" LOGGED BY:VINCENT CREEVY Block 158, Proposed Lot 28.04 West Orange SOIL LOG -2-Dry Well-03/20/2026 SOIL DESCRIPTION 7.5YR 4/4 Brown, siltloam slightly moist, subangular blocky, friable, slightly plastic to plastic *s*eex***NC) MOTTLES OR WATER OBSERVED 7.5YR 6/6 Redish yellow, siltloam slightly moist, subangular blocky, friable, Slightly plastic to plastic *********MIOTTLES OBSERVED 10YR 5/6 @ 60"(few, medium, distinct) SEASONAL HIGH WATER *******W ATER SEEPAGE OBSERVED @65" 7.5YR 5/4 Brown siltloam (SAMPLE @ 75") 15% Gravel-10% Cobble-3" to 8" 101" -144" moist, subangular blocky, friable, plastic “WET THROUGH OUT LOGGED BY:VINCENT CREEVY Block 158, Proposed Lot 28.03 West Orange SOIL LOG -4-Dry Well-03/20/2026 SOIL DESCRIPTION 7.5YR 4/4 Brown, siltloam slightly moist, subangular blocky, friable, slightly plastic to plastic ‘NO MOTTLES OR WATER OBSERVED 7.5YR 6/6 Redish yellow, siltloam slightly moist, subangular blocky, friable, slightly plastic to plastic “=******MOTTLES OBSERVED 10YR 5/6 @ 74"(few, medium, distinct) SEASONAL HIGH WATER 7.5YR 5/4 Brown siltloam (SAMPLE @ 80") 15% Gravel-25% Cobble-3" to 8" 105" -144" moist, subangular blocky, friable, plastic wsee***WATER SEEPAGE OBSERVED @ 76"

Form 3b. Tube Permeameter Test Data: Blk. 158, Prop. Lot 28.03 W. Orange (Dry Well) 1. Test Number_Log-4 Replicate (letter). _B Date Collected 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_80” 3. Type of Sample:__X__ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _ 1.88” Length of Sample, L, in inches, 3.7” 5. Bulk Density Determination: 6. Standpipe used: No X Yes Indicate Internal Radius, 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H; __7.0” At the End of Each Test Interval, H,__ 6.0" 8. Rate of Water Level Drop: ******STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 5.62min./inch 5.64min./inch 5.64min./inch 5.65min./inch 5.65min./inch 5.65min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x F/R? x L(in)/Tt (min) x In(H,/H2) = (60 min/hr x 0.194/3.534) x__ 3.7” /__ 5.63 x In (7.0/6.0 ) = _0.33 in/hr =K-1 10. Defects in the Sample: None on Form 3B of this application is true of data is a violation of the Water Pollution Control Act (N.J.S.A. 58:10A-1 et}seq. )Jand is}subject to penalties as prescribed in NJAC. : 7:14-8. Signature of Soil Evaluator Wh Date __ 03/21/2026 Vincent Créevy Signature of Professional Engineer Date __03/21/2026 -E., License No. 44863

Form 3b. Tube Permeameter Test Data: Blk. 158, Prop. Lot 28.03 W. Orange (Dry Well) 1. Test Number__Log -4_ Replicate (letter)_ A Date Collected 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_80” 3. Type of Sample:__X_ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _ 1.88” Length of Sample, L, in inches. 3.5” 5. Bulk Density Determination: 6. Standpipe used: No X Yes Indicate Internal Radius, 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H;__7.0” At the End of Each Test Interval, H.__6.0” 8. Rate of Water Level Drop: ******STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 5.60min./inch 5.62min./inch 5.62min./inch 5.63min./inch 5.63min./inch 5.63min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x P°/R? x L(in)/T(min) x In(H,/H2) = (60 min/hr x 0.194/3.534) x__ 3.5” /__ 5.63 x In (7.0/6.0 ) = _0.32_in/hr = K-1 10. Defects in the Sample: None 11. | hereby certify that the informatior| furnighed on Form 3B of this application is true and accurate. | am aware that falsification of data if a violation of the Water Pollution Control Act ( N.J.S.A. 58:10A-1 et ) and is sulject to penalties as prescribed in NJAC. : 7:14-8. rr L Date __ 03/21/2026 La Date _ 03/21/2026 “E., License No. 44863 Signature of Soil Evaluator Vincent Cree’ Signature of Professional Engineer William S. Scott,

Form 3b. Tube Permeameter Test Data: Bik. 158, Prop. Lot 28.03 W. Orange (Dry Well) 1. Test Number__Log -4_ Replicate (letter)__A__ Date Collected ___ 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_80” 3. Type of Sample:__X__ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _ 1.88” Length of Sample, L, in inches 35 5. Bulk Density Determination: 6. Standpipe used: No X___ Yes Indicate Internal Radius, 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H, _7.0” At the End of Each Test Interval, H.__6.0” 8. Rate of Water Level Drop: **STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 5.60min./inch 5.62min./inch 5.62min./inch 5.63min./inch 5.63min/inch 5.63min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x F/R? x L(in)/Tt (min) x In(H,/H2) = (60 min/hr x 0.194/3.534) x__ 3.5” /__ 5.63 x In (7.0/6.0 ) = _0.32_in/hr = K-1 10. Defects in the Sample: None 11. | hereby certify that the informatior furnighed on Form 3B of this application is true and accurate. | am aware that falsification of data if a violation of the Water Pollution Signature of Professional Engineer Date __ 03/21/2026 William S. Scott, PZ, License No. 44863

Form 3b. Tube Permeameter Test Data: Bik. 158, Prop. Lot 28.03 W. Orange (Dry Well) 1. Test Number__Log -3_ Replicate (letter)__B Date Collected ___ 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_73” 3. Type of Sample:__X__ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _ 1.88” Length of Sample, L, in inches. 3.4” 5. Bulk Density Determination: 6. Standpipe used: No X__ Yes Indicate Internal Radius, 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H;__7.0” At the End of Each Test Interval, H2__6.0° 8. Rate of Water Level Drop: ******STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 2.47min./inch 2.48min./inch z Ji 2.49min./inch 2.49min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x P/R? x L(in)/T(min) x In(H,/H2) = (60 min/hr x 0.194/3.534) x__ 3.4” /__ 2.49 x In (7.0/6.0 ) = _0.69 in/hr = K-1 10. Defects in the Sample: None 11. | hereby certify that the information furnjshed on Form 3B of this application is true and accurate. | am aware that falsificgtion df datais a violation of the Water Pollution Control Act (N.J.S.A. 58:10A-1 et sed. ) ard is smbject to penalties as prescribed in N.JA.C. : 7:14-8. W Vincent Cree Signature of Soil Evaluator i. ate __ 03/21/2026 Signature of Professional Engineer ate __ 03/21/2026 William'S. Scott, P.E. £icense No. 44863

Form 3b. Tube Permeameter Test Data: Bik. 158, Prop. Lot 28.03 W. Orange (Dry Well) 1. Test Number__Log -3_ Replicate (letter) Date Collected ___ 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_73” 3. Type of Sample:__X__Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _1.88"_ Length of Sample, L, in inches. 3.5" 5. Bulk Density Determination: 6. Standpipe used: No Xx Yes Indicate Internal Radius, __ 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H;__7.0” At the End of Each Test Interval, H2__ 6.0” 8. Rate of Water Level Drop: ******STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 2.62min./inch 2.63min./inch 2.63min./inch 2.65min./inch 2.65min./inch 2.65min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x r7/R? x L(in)/T(min) x In(Hy/H2) = (60 min/hr x 0.194/3.534) x_ 3.5” /__2.65 _ x In (7.0/6.0 ) =_0.67 in/hr = K-1_ 10. Defects in the Sample: None 11. | hereby certify that the informatidn furnished on Form 3B of this application is true and accurate. | am aware that falsifiqatior] of data is a violation of the Water Pollution Control Act ( N.J.S.A. 58:10A-1 et sq. ) dnd is| ubject to penalties as prescribed in NJAC. : 7:14-8. Signature of Soil Evaluator IVA ‘7 Date __03/21/2026 Vincent hy Signature of Professional Engineer Date __ 03/21/2026 e.. S. Scott, leper License No. 44863

Form 3b. Tube Permeameter Test Data: Blk. 158, Prop. Lot 28.04 W. Orange (Dry Well) 1. Test Number__Log-2_ Replicate (letter) _B Date Collected 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_75” 3. Type of Sample:___X___ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _1.88” Length of Sample, L, in inches 3.6" 5. Bulk Density Determination: 6. Standpipe used: No X Yes Indicate Internal Radius, 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H; __7.0” At the End of Each Test Interval, H>__6.0" 8. Rate of Water Level Drop: ******STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 4.14min./inch 4.13mi ich 4.14min./inch 4.15min./inch 4.15min./inch 4.15min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x P/R? x L(in)/T(min) x In(H,/H,) = (60 min/hr x 0.194/3.534) x__ 3.6” /__ 4.15 x In (7.0/6.0 ) = _0.44 in/hr = K-1 10. Defects in the Sample: None 11. | hereby certify that the informatipn furflishedjon Form 3B of this application is true and accurate. | am aware that falsifipationjof datd is a violation of the Water Pollution bject to penalties as prescribed in Signature of Soil Evaluator Z_ Date __ 03/21/2026 Vincent Cres Signature of Professional Engineer Date __ 03/21/2026 William S. Scott, Z, License No. 44863

Form 3b. Tube Permeameter Test Data: Bik. 158, Prop. Lot 28.04 W. Orange (Dry Well) 1. Test Number__Log -2_ Replicate (letter)__A _ Date Collected 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_75” 3. Type of Sample:__X___ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _ 1.88” Length of Sample, L, in inches. 3.4" 5. Bulk Density Determination: 6. Standpipe used: No X___ Yes Indicate Internal Radius, _ 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H,__7.0” At the End of Each Test Interval, H2__6.0° 8. Rate of Water Level Drop: ***STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 3.84min./inch 3.84min./inch 3.85min./inch 4.0min./inch 4.0min./inch 4.0min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x P/R? x L(in)/T(min) x In(Hy/H) = (60 min/hr x 0.194/3.534) x__ 3.4" /__4.0 x In (7.0/6.0) =_0.43 in/hr = K-1 10. Defects in the Sample: None s Form 3B of this application is true and accurate. | am aware that falsification df data js a violation of the Water Pollution Control Act ( N.J.S.A. 58:10A-1 et saq. ) arf is si pject to penalties as prescribed in N.JA.C. : 7:14-8. Signature of Soil Evaluator Z/_ Date _ 03/21/2026 WM Signature of Professional Engineer MAM Slee Date __03/21/2026 William S. Scott, PZ, License No. 44863

Form 3b. Tube Permeameter Test Data: Blk. 158, Prop. Lot 28.04 W. Orange (Dry Well) 1. Test Number__Log -1_ Replicate (letter) B Date Collected 03/20/2025 2. Material Tested: Test in Native Soil — Indicate Depth_72” 3. Type of Sample:__X__ Undisturbed Disturbed 4. Sample Dimensions: Inside Radius of Sample Tube, R, in inches _1.88” Length of Sample, L, in inches 3.5" 5. Bulk Density Determination: 6. Standpipe used: No Xx Yes Indicate Internal Radius, 0.44” 7. Height of Water Level Above Rim of Test Basin, in inches: At the Beginning of Each Test Interval, H;__7.0” At the End of Each Test Interval, H.__ 6.0" 8. Rate of Water Level Drop: *****STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 1.73min./inch 1.74min./inch 1.74min/inch 4.75min./inch 1.75min./inch 4.75min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x P/R? x L(in)/Tt (min) x In(H,/H2) = (60 min/hr x 0.194/3.534) x__3.5” /__1.75 x In (7.0/6.0 ) = _1.02 in/hr = K-1 10. Defects in the Sample: None and accurate. | am aware that falsificitionjof dafa is a violation of the Water Pollution Control Act ( N.J.S.A. 58:10A-1 et s id is bubject to penalties as prescribed in NJAC. : 7:14-8. B) Ww Vincent Cre 11. | hereby certify that the informati iil on Form 38 of this application is true Signature of Soil Evaluator Date __03/21/2026 Signature of Professional Engineer ate __ 03/21/2026 William S. Scott, ., License No. 44863