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~ PROPOSED CHANGES i J 11 ..~ New Diversion Facilities. Points of diversion of the Clough and True, Goss No. 1 and Goss No. 2 ditches probably will have to be changed, before _1 _,j WPC can proceed with its site development plan. The proposed change for _~ Goss No. 1 Ditch is so small that formal transfer proceedings migr.t not be -"~ necessary. _-~ WPC plans to replace, at its own expenses, the existing diversion facili- _j ties for the Clough and True, Goss No. 1 and Goss No. 2 ditches, at the new _-,~ ,.,,j locaCions shown on Exhibit 4. New diversion facilities for these iitches _~ will be constructed of concrete and steel and they will be the ram: design "'~ as the U.S. Soil Conservation Service uses at the present time. d i Propose New D version Structures For Ditches On South Branch Structure No. Second Feet Ditch (Exhibit 5) Max. Diversion'%~ Design Capacity -~ Goss No. 1 1 ::5 j6,* Goss No. 2 3 ::5 _ Clough & True 4 7 ~.5 ~ *Maximum daily diversion reported by water commissioner during years 1955-1969. **Combined diversions by Goss No. 1 Ditch and Goss No. 2 Ditch. _-~ Ground Water. In order to conduct gravel mining operations on the Weng farm site, WPC will have to gump water out of excavated areas into St. Vrain nificant adverse effect Creek This um in is not likel to have an si . p p g y y g upon wells located near the Weng farm. In order to establish a factual basis for determining whether or not WPC pumping has caused, or is likely to cause, _~ a lowering of ground water levels and resulCant injury to certain n:arby wells, WPC plans to make periodic measurements of caster levels in the seven _-r __j observation pipes on the Weng farm. _..~ Environment. WPC's proposed gravel mining operations will not impair -'' the quality of either surface water or ground water. There will be no po11u- ~~' lion of water that can be attributed to WPC operations. Increases :.n water _,~ turbidity, if any, are expected to be minimal. _.~,