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1 <br />1 <br />ITEM NO. 6 RESPONSE: The use of fertilizer tablets or a similar <br />treatment has always been a standard procedure when Castle Concirete <br />plants trees. We. feel the fertilizer tablets played an important role in the <br />outstanding success of the tree and shrub plantings on the visual berm and <br />believe the tablets or a similar treatment (e.g. Blosol application) l.s of <br />considerable importance. We will use fertilizer or similar treatments when <br />planting the trees, as usual. <br />' 4 ITEM NO. 6 RESPONSE: Because the area of disturbance is about 0.6 acre <br />and there is no heavy equipment earthwork needed ionly revegetatlon) we <br />Peel that a bond amount of $500 is reasonable. In fact, during our <br />' discussions with the Division staff prior to the completion oP your <br />adequacy letter, St is recalled that a $500 figure was briefly discussed :is a <br />sensible amount considering the limited amount of work needed to complete <br />' the reclamation. <br />QUARRY ACCESS ROAD RESPONSE <br />The response to the Quarry Access Road portion of the CAP addresses the <br />Plve (5) categories lndlcated in the Adequacy Letter. The items correspond to <br />' the referenced Letter with the numbering system being a continuation of the <br />previous i5) Items included In Phase I. <br />' A. HYDROLOGY & WATER QUALITY <br />ITEM NO. 7 RESPONSE: The six (5) proposed culvert crossings were <br />initially identified by reviewing the Drainage Basin Master Plan for the <br />' Cedar Heights area and the topographic mapping for the Snyder Quarry <br />and access road corridor. Subsequent field tnspectlons were made to <br />confirm and further refine the locations. This information was reported in <br />' the CAP. Each location Is unique with respect to the existing <br />entrance/exit conditions, skew angle, HW/D availability, side road drainage <br />etc. The CAP lndlcated a site by site design would be required for alt of <br />' the pertinent features and this is still the case. <br />Each site has, as a part of this response, been further examinedlin <br />the field. Site specific recommendations have been developed and are <br />included in the Preliminary Culvert Design portion of they0.ppendix of this <br />submittal. <br />' The Operator commits to the following relative to culvert design. A <br />field profile will be obtained at each location along the axis of the <br />culvert. In addition, any secondary drainage from road ditches, the truck <br />' ramps, visual berm terraces etc. will be 1Hentlfied. A detailed design u ith <br />pertinent elevations, slopes, entrance/exit features, bedding, HW/D ~:tc. <br />will be developed Por each crossing. Installation will be completed in <br />accordance with design recommendations. An 86-built of each installation <br />' - will be provided to the MLRD. All installations will be completed in <br />accordance with current Colorado Department of Highway (CDOH) <br />1 <br />1 <br />