Report 4 13 2026

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, H,__6.0° 8. Rate of Water Level Drop: ***STOPWATCH USED Length of Test Interval, T in Minutes (decimal) 9. Calculation of Permeability: K, (in/hr) = 60 min/hr x (?/R? x L(in)/T (min) x In(H,/H2) = (60 min/hr x 0.194/3.534) x__ 3.47 / 4.0 x In (7.0/6.0 ) =_0.43 in/hr = K-1 10. Defects in the Sample: None 11. | hereby certify that the informati and accurate. | am aware that falsifi Control Act ( N.J.S.A. 58:10A-1 et si N.J.A.C. : 7:14-8. Signature of Soil Evaluator f/_ Date __03/21/2026 Signature of Professional Engineer Date __ 03/21/2026 William “, License No. 44863