Resubmission Ltr Chandler with Package 111822

_ a Engineering & Land Surveying 28 Whippany Road Telephone (973) 538-8863 Whippany, New Jersey 07981-1508 Fax (973) 538-8715 FORM 3C SOIL PERMEABILITY CLASS RATING DATA Client/ Location: EWCH, 37-89 Ashland Ave, our file# 221010 Lot:_44845_ Block: 61 Date of Soil Test;_ 10/26/2022 County: Essex Municipality: West Orange 1, Test Number: JA Replicate(letter) : 2. Sample Depth: _12” Boring Number: Date Collected: __ 10/20/2022 3. Course Fragment Conteat: Total weight of sample. W. T., grams 2006. Weight of material retained on 2mm sieve, W.CF., grams 69.4 Wt. % Coarse Fragment (W.CEAW.T. X 100, grams 34.7%, 4. Oven dry weight (24 hrs., 105°C) of 40 pram air dry sample, grams, Wt, 39.2 S. Hydrometer ‘Calibration, Re:_7 @IVF 6. Hydrometer reading-40 seconds, grams, Ri: 14 Temperature of. ‘Suspension, °F: 70°F 6a. Temperature correction: +0.4 7. Corrected hydrometer reading, grams, R 17: 8. Hydrometer reading -2 hours, grams, R2:_ 9 Temperature of, Suspensions, °F: 71°F___ 8a. Temperature correction +0.6 9. Corrected bydrometer reading, grams, R2’:_ 2.6 10. % sand = (We. —RI'Y We. X 100=(_ 39.2 ~74_)/_39.2_x 1005 __ 81.19% _ 11.% clay = R2/Wt. X 1005 —2.6_/ 39.2 x 100 =_6.63%_ 12, Bieve Analysis: : a. Oven dry Wt.(2hrs., 105°C) Total sand fraction (soil retained in .047 mm Sieve), grams: ~26.5___ b. Wt. Offine pins very fine sand fraction (Sand passing 25 mm Sieve), grams: 16.1. ©. % fine nha verge Bee nant Gofaie 80-7396 13. Soil morphology (Natural soil samples only): Structure of soil horizon tested: Consistence of soil horizon tested: Dry: Moist: Xx 14, Soil permeability class tating (Based npon average textural analysis of this replicate and other replicated samples): K Value K4 K Modifted= K3 15, Thereby certify that the information furnished on Form 3c of this application (and the attachments thereto) is true and accurate, I am aware that falsification of data is a violation of the Water Pollution Control Act (NLS.A. 58:104-1 et Seq.) and is subject to penalties as prescribed in N.LA.C. 7:14-8, Signature of Soil Evaluator: “ Date: a Signature of Professional Engineer: License-# 22708 Seal