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Page 3 <br />April 4, 1989 <br />One important item must be addressed concen~i,-~g the grading specifications listed above. The grades <br />shown are satisfattory during the majority of the embankn.^n: construction, however, as a refuse bench nears <br />its final configuration, the final bench will be graded bac': toward the head of the hollow at a grade of 3% <br />to 5% in order to keep water oK the outslope (ace. Dur:..~ :his final construction period, special care will <br />be taken to ensure that the side collection di!ches main:zi=. a steady drop to avoid ponding. This will be <br />closely monitored during construction. <br />Once the final refuse configuration ~eache~:, '.:,e four feet oC suitable topsoil material is placed <br />above the reftue, and the final ditch grade is ?:ten esta~ti:h^_d a[ the juncture of the original ground and the <br />topsoil material, as shown in Figure 3(b). The erosie, protection material is then installed to complete the <br />section o[ the embankment. <br />WFC proposes to instrvtt each equipper. ~-°~c[c,- oC the design specifications for the RDA to <br />maintain the proper construction and mainten2nc - t':;e overall plan. <br />By implementing the plan, we hope t :at t, _ - of CMLRD have been satisfied and we look <br />forward to full abatement of the violation. S_-:ould y. °stioz•s or need additional information, please <br />do not hesitate to let me know. <br />Sincerely <br />,V ` i <br />Jerry H. Koblitz <br />\ Attachments <br />cc: Tom Augustine <br />Carl Winter <br />JK/rn <br />