Report 4 13 2026

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 4.15min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x PR? x L(in)/T(min) x In(Hy/Hp) = (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 furfishedgon Form 3B of this application is true and accurate. | am aware that falsififation|of datd is a violation of the Water Pollution Control Act (N.J.S.A. 58:10A-1 et sbq. ) ahd is ibject to penalties as prescribed in N.J.A.C. : 7:14-8. {Date 03/21/2026 ME fam 03/21/2026 William S. Scott, PZ License No. 44863 Signature of Soil Evaluator Vincent Cre Signature of Professional Engineer