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DocuSign Envelope ID: E4349D49-1523-4646-AC79-1BC3F4B5D445 <br /> 2725 E. Millbrook Road, Suite 121 <br /> Raleigh, North Carolina 27604 <br /> www, ssociates.COM <br /> C .-...........atca <br /> Phone: 919-871-0999 <br /> ATC Associates, Inc. Fax: 919-871-0335 <br /> DAILY REPORUPROJECT OBSERVATIONS <br /> Project Name: Hollow Rock Parking lot ATC Rep: R. Whitley <br /> Client: Orange Co. ATC Job No.: WLBISHP01 1 <br /> Location: Chapel Hill Day/ ate: 11-23-15 <br /> 'Arrival Time: 11:00 'Departure Time: 11:30 Weather/Temp: 65 clear <br /> 2Arrival Time: 2Departure Time: Equipment: <br /> Onsite Time: .5 Travel Time: 1.25 No. of Trips: 1 <br /> Lab Time: .25 10.75 2.0 Mileage: 60 <br /> A. Description of Work:-undercut evaluations <br /> B. Location Grid Coordinates & Floor Level: <br /> C. Tests Performed: <br /> D. Equipment and Crew: <br /> E. Problems/ Non-Compliance/Failing Tests: <br /> F. Informed of E above: <br /> ATC Construction Services Manager arrived on site as requested, and met with reps. from Orange Co., and <br /> the general and grading contractors to observe the proposed parking area, where unsuitable plastic wet clays <br /> exist in the lower half of the lot. The area was probed and advised undercutting these soft wet materials <br /> tapering from .5' to approx. 2' in the lower sides. A test pit was dug in the hill in front of the lot, with soils too <br /> wet for use as structural fill. The contractor will import fill form an approved borrow source. ATC will return to <br /> monitor and quantify the undercut. <br /> Printed Name: I Rob Whitley Reviewed By: Ben Wilson, PE <br /> This Report is Preliminary until reviewed by the engineering staff. Field Data, Locations, Elevations and Depths are Estimated. <br /> This report is a summary of field observations and is subject to review by ATC personnel.Therefore,the information provided herein does not constitute <br /> certification or approval unless specifically stated. <br />