Laserfiche WebLink
Page 3 of 6 <br /> Response to Comments from March 6, 2024, DRMS Memorandum April 26, 2024 <br /> i) FSoT= o MM <br /> 4) Lower Wall Calculations. The Lower Wall analysis followed the same methods as the upper wall. The <br /> one difference being that the surcharge consists of the load from the upper wall. This surcharge load <br /> was calculated to be 638.7 Ib/ft which resulted in a Surcharge pressure of 748.19 lb/ft. Input variables <br /> are presented in Table 5 and results are presented in Table 6, Table 7, and Table 8. <br /> d4-4.22' <br /> d3=4.00' q-300 psf <br /> d2=2.67' <br /> Bt-2.00' <br /> 1=III�����' a <br /> 1 1.Y <br /> 2 C, Yr <br /> 1.2yb W3 <br /> —1.0 <br /> H=4.00' Ps <br /> W2 <br /> Ph <br /> Pa H/2 <br /> H/3 _ <br /> S <br /> �=40° <br /> Bb=2.00' <br /> Figure 1: Upper Wall Diagram <br /> o:Iproject120100120119b105 documentslworking fileslwnrlwall design120119b poudre ponds wall design memo 2024-04-26.docx <br />