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.~ .r We will install the two foot diameter culvert immediately west of pond #3 as shown on the drawing. We would like to eliminate the two foot diameter culvert directly down stream of pond #3. The reason for this is that we no longer need access to the property directly east of that point. Another reason is that an omen ditch is much easier to maintain. We will construct the 8' diameter catch basin called for on the drawing. The additional pond I constructed west of the haul road was something I did at my expense as an extra measuFe to contr~~l T.H.E. storm water and sediment. It appears you have many conce:=ns about this pond, so I will eliminate it and direct the water down the west side of the haul road. The foundation pad you mentioned east of the scale is for a quarry office which is now in the scale house. We checked with Fremont County to see if an amendment was needed for our conditional use permit. They said all we needed was a building permit. We had no idea we would need to amend our D.M.G. permit. I didn't have any idea it would need to be included in our reclamation bond. If this is the case, it was an oversi~lht on my part. Could you please furnish me with the rules and re~3ulations concerning the construction of a quarry office on a quarry site? Could you please let me know if we must strictly adhere to the plan as approved or if there is any leeway for variances as long as we achieve the same results on the storm water collection and transfer. I will get to work on the obvious things that I know will need attention. I will await your reply for any questionable changes. Once I receive your reply, I believe I can have everything on your list completed within 30 days if this is acceptable. I will give you notice when we are completely finished 'with the improvements so you may make a final inspection. Also, Tom Schreiner approved the alluvial materia]. on each side of the new haul road at the upper end of the road just before it intersects the old haul road for use as topsoil ]`.or final reclamation. He said if we would haul it onto the permitted site and stockpile it he would reduce our reclamation bond accordingly. I believe there is a substantial amount in the bond for securing topsoil. He said load count on our trucks would be fine for measurement. We were going to begin stockpiling this material as soon as we finish the storm water drainage work. Does Tom's division still stand on this or do we need to start from square one on the topsoil issue. I would hate to hand 30,000-40,000 Yd' on to the site and then not get the bond reduced.