Report 4 13 2026

Form 3b. Tube Permeameter Test Data: Bik. 158, Prop. Lot 28.03 W. Orange (Dry Well) 1. Test Number__Log -3_ Replicate (letter)__A__ 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, H__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 P/R? x L(in)/T (min) x In(H,/H,) = (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 informatin furnished on Form 3B of this application is true and accurate. | am aware that falsifiqation] of data is a violation of the Water Pollution Control Act (N.J.S.A. 58:10A-1 et sq. ) dnd is| subject to penalties as prescribed in Signature of Soil Evaluator L L Date __03/21/2026 Vincent ~X, | Signature of Professional Engineer we Date __ 03/21/2026 William S. Scott, PE., License No. 44863