2017-637-E AMS - ECS Southeast, LLP for subsurface exploration, preliminary geotechnical engineering services for Coleman Loop parcel

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DocuSign Envelope ID:2B387EC1-ED80-46E6-BC22-4F91ABE452FB uuuuu11111 1 111 I,Ir1�G1611�11UIr1�11UIr1�11161r1�G161�1>a ,2�10 Jd�ll�d au b�anI II. 0,.. Id d1 I "Setting the Standard for Service" 1111111111 1iiuuuuul ..........,M C CCtochPIII d SMS " .P�1C1111" DPIIPI I .ndSl I°SG,;Ilhh a yr pclist ip d I ligHip inig I iron 111)(d IIirir�uCdiCir Iltlduml .,yi4f+iprt C,a:*oIogi,t4 Iirnl c101)@i I.+ogi,t,^i(^d I.:riginp,-iuiq I''uln .i250 November 7, 2017 Mr.Jeffrey E.Thompson Director,Asset Management Services Orange County Government 131 West Margaret Lane, Suite 300 PO Box 8181 Hillsborough, North Carolina, 27278 ECS Proposal No. 06:20542-GP Reference: Proposal for Subsurface Exploration and Preliminary Geotechnical Engineering Services Coleman Loop Parcel 1510 NC Highway 86 North Hillsborough, Orange County, North Carolina Dear Mr.Thompson, As requested, ECS Southeast, LLP (ECS) is pleased to present the following proposal for providing subsurface exploration and preliminary geotechnical engineering services for the proposed Coleman Loop Parcel in Hillsborough, North Carolina. In preparing this proposal, we have had the opportunity to review the provided boring location plan and discuss the overall project with you and Mr. Tony Whitaker, PE with Civil Consultants. We have also reviewed the available geologic and geotechnical information in our files for the general site vicinity. PIIIO,iIIf;;C " II..; If;;SCIIIIIIIIfT III ON ECS understands the subject site is located at 1510 NC Highway 86 North in Hillsborough, North Carolina. The property is further identified by the Orange County Online GIS Database as Parcel Identification Number 9865685784 (21.2 acres). We understand the southeastern portion of the property is currently developed with an existing single-story structure and associated pavements. The western and northern portions of the site are heavily wooded. The existing ground surface ranges from Elevation 670 feet along the ridge within the western portion of the site and falls towards the southeast to Elevation 634 feet. The site also falls to the northwest down to Elevation 652 feet. We have received a subsurface Boring Location Plan prepared by Civil Consultants and dated November 6, 2017 from the Client. The project development plans are unknown to ECS at this time. ECS understands that the primary project concerns are the excavation characteristics of the natural soils and the quality of subgrade within the developed portions of the site. 001 Glenwood Avelino, Il ulogh, NC 2/61/ / ro II 919 861.9910 II 919.861 9911 uac lluurr otmoV.c on I,i,CS C amlo0 Semmes,PO LCD * FCS [cola,II II C w PCS Mod Al l d1nloic,II II C * CO, ;S IMoidwoml,II..I0 C; * I;,i,C S So ufhe:« 1,II 0 P « I,i,C S Ilex as, I0 LP