2507 HOWARD AVE 2016-01-01 MF Import

Gcolrchnical ling�nccrine Ncport Flousine liopc December 5,2D04 RMI �ile No. 21704 Page 2 6615 Broad�vay contains a 4-piex with associated p�rking to the west and u la�vn to lhe rorth. Wc undcrstand thesc cxisting structures on both lots will bc demalishcd prior to construction. An oil tank has becn located a[the easlem CIl(I Of LI1C CXISLIII�,�l`Sl�l'i1CC. 11'e do not have plans of the proposed sit� improvemenU, but undcrstand underground parking may be considered for onu or botl� of the lots. We also understand [he ncw buildings ��'ill bc multiplexes and lhat on-,ite infiltration of stonn water is also planned. Pinnl dcsigns �re not known at this timc. Based on site grndes, we c�p�ct minimum cuts of S Cect if undcrgruun� parking is planned. �Ve are not aware of any nreas requiring substantial structural fill. Specific design of the buildings, roadways, utilitics, and th: dctention arca systems were not known u[Ihe time of this report. scorr The purpose of this study is to evaluate the subsurface soils and provide reconunendations for site devclopment. Specifically, our scope of services includcs thc following: I. Review available soils and geologic maps of the area. 3. Explore [he subsurface conditions with geotechnical tcst pits. \1'e will subcontrac[thc backhoc. 3. Provide recommendalions for site prcp:�ra[ion and gradine, includine structural fill materiu! and placement. �3. Providc rccommenda[ions for foundation support. 5. Provide recommendations for retaining walls, including lateral pressures. 6. Provide recommendations for site drainage mid erosion control. 7. Prepare a written report documentim� our obsenatiuns, cunclusions and rccommendations. 8. The capabilitv of the onsite soils to provide intiltration will also b� assessed using Lhe Textural Clnssification Method. Later you requested Ihat we provide design infiltration rates in compGuncc with the 2001 Depnrtment of Ecolo�ry �immal. RMf ASSOCIATES, LTD.