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) _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 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) 2.47min./inch 2.48min./inch 2.49min./inch 2.49min./inch 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x r/R? x L(in)/T(min) x In(Hy/He) = (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 falsificetion df datas a violation of the Water Pollution Control Act (N.J.S.A. 58:10A-1 et sed. ) and is sipbject to penalties as prescribed in N.J.A.C. : 7:14-8. W Vincent Cree Signature of Soil Evaluator Z. Date 03/21/2026 Signature of Professional Engineer William S. Scott, P.E. £Zicense No. 44863