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i <br />MAR-06-2002 <br />WED 07;08 PM MASSEY SEMENOFF FAX N0. 3038931829 P, 02 <br />RECEIVED <br />MASSEY HUDSON'S BAY CENTRE MAR O ! 1OOZ <br />16005TOUiSTREET, SUlIE 1700 <br />SEMENOFF oENVEa,coLOaAOOSOZOa <br />TE4EPIiONE 303.893.1 B) 5 '~IV15100 01 MII1Bf81S & Geology <br />SCHWARZ & FA%303.B93~1829 JEFFREY W. $CHWARZ <br />veww.ms50ernetlaw.tom 303.893.0999 <br />BAILEY, P.C. ;scnwarz®ns:aeR,~el~w~om <br />EoWARO W STERN. ESO. <br />W MF1AOByW 1982.2000 <br />ATTORNEYS AT LAW <br />DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT <br />MEMORANDUM <br />T~: Tom Schreiner, Environmental Specialist <br />Colorado Department of Natural Resources <br />Division of Minerals and Geology <br />DATE: March 6, 2002 <br />RE: Permit No. M-78-52 -Responses to DMG Inquiries Regarding Mobile <br />Premix Concrete, Inc, Bull Seep Realignment Construction Plans <br />(February 2B, 2002) <br />Tom, please find <br />developed <br />,Group, Inc. <br />conversation on Monday afternoon, March 4. These responses were <br />in consultation with the consulting engineers on the project, Applegate <br />below responses to the questions you posed during our <br />1. Verify the velocity of the 250 cfs design flow where it enters the <br />McIntosh property at the northwest comer the Howe property. <br />Response <br />The estimated velocity of the 250 cfs design flow at the point where it will <br />enter the McIntosh property is 1.B feet per second. Please see attached <br />memo and calculations from Applegate Group dated Z/1/02 supplied to the <br />Bull Seep DFCD Task Force members for a summary of the hydraulics. <br />2. A note on sheet 2 of 8 states, "Regrade channel bottom to pre.May <br />STn 2001 conditions. Verify what the pre-May 5 conditions were. <br />Response <br />The pre May 5`" conditions were determined from Adams County <br />topography taken in 1995 and from various topographic surveys supplied <br />by the Bull Seep UDFCD task force members. Sheet 5 of 8 depicts the <br />