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Page Exh. 25F-8 Revision Date: 6/16/21 <br /> Revision No.: TR-149 <br />Table 1 Collom Haul Road Culverts <br /> <br />Pipe <br />Number <br />Diameter <br />(Inches) <br /> <br />Notes <br />1 36 <br />2 36 <br />5 144 See Wilson Creek Crossing narrative above. <br />6 36 <br />6A 36 Culvert was installed as deemed necessary by the field <br />engineer during construction <br />7 36 <br />8 24 2- 24” pipes were installed as depth of cover was much <br />shallower than design. <br />10 36 <br />11 24 2- 24” pipes were installed as depth of cover was much <br />shallower than design. <br />13 60 See Jubb Creek Crossing narrative above. <br />16 36 <br />20 36 Abandoned in place <br />24 36 <br />26 36 <br />28 36 <br />30 36 <br />32 36 Abandoned in place <br />34 36 <br />34A 36 Culvert is a 36” half culvert on the outslope of the Collom Haul <br />Road <br />35 36 <br />36 36 <br />36A 36 Culvert is a 36” half culvert on the outslope of the Collom Haul <br />Road <br /> <br />38 36 <br />40 36 Abandoned in place <br />40A 36 Culvert is a 36” half culvert on the outslope of the Collom Haul <br />Road <br />44A 60 <br />The design for culvert 44A (60 inch) is separately provided as <br />structure 6 in the East Side Model presented in Volume 18, <br />Exhibit 7-23C in the SEDCAD output. <br />47 36 <br />51 36 <br />52 36 <br /> <br />