1505 INDUSTRY ST 2018-01-01 MF Import

i O1l02/^UO3 0�:15 5032749351 PA"7ATTGNI DVLFmV1T CD PACr 37 .� _. �EOTECHNICAL ENGINEERING STUDY Panattoni Developmen[ Company, LLC E-10134-1 October 2, 2002 Page 2 5tormwater generated fron: the devebpment wii� he iniiltrated usinc� a series of infiltration trenches for oach building. The conclusions and recommendations in this study nre baaed on our understandinp of the proposeJ dovolopment and the project information provided to us. If the above project description is incorrect ur the project information changes, we should bo consulted to review tha recommendations contained in this study and make _ modifications, if needed. SITE CONDITIONS Surface - The subjeet site is located at the southoast comer of Merrill Creek Parkway and Hardeson Road (see Plate 1, Vicinity Mapl. The si[o oxtonds approximately 1,300 feet along the south side of Merrill CreeA Parkway and approximately 900 feet along the - aast side of Hardeson Roed. The site topography is slipht!y unduletinp, with Iess thon ten fo�t ol elevation r.honge nr.ross the lenptti of thr, site. Previous gradiny operation� have madified the topography to achieve the current condition. The sitn is sparsely veqetated with press. - SubsurFacc Subsurface conditiuns werc evaluated by drilling ten (10� borings to a mnximum depth - of tortyone and one-h2�f feet below existing c�rades at the approximale locntions � shown on Plate 2. Please refer to Ihe [3orin� Loc�s, Plates A2 through A20, for a more detailr.d description oi the conditions encountered at each location explored. A description of the field r.xplorntion methods is included In Appendix A. The following is n c�aneralized deccription oi the subsurface conditions enr,ountered. I lortn Cnrisulto�itr. Inc.