6400 MERRILL CREEK PKY 2018-01-01 MF Import

Y�"' —� �uaoiar�P�aia.S��te 500 N E 61n at 112N A Weyerhaeuse�Company P 0 Boe 130 Oellevue,'Nashington 98009 iel i2061 d55d900 Fa+12051 6<6�8300 May 9, 1994 � �� om � � Mr. Gary Doughty M AY � � �94 Department of Planning and Community Development CITY QF EVERETT CITY OF EVERETT 2930 Wetmore Avenue, Suite 100 planning Oept. Everett,WA 98201 RE: SEPA#11-94: Cintas Industrial Laundry Dear Gary: Thank you for the opportunity to comment upon the MDNS for Cintas Industrial Laundry. The following comments correspond to the conditions commencing on page 2 of the MDNS under the heading of Mitigation of Adverse Impacts by SEPA: 1. This condition states that to the extent that the development plan for Lot 2E as submitted by Cintas conflicts with the SEPA 491 site plan, the contlicting aspects of the 4-91 site plan are null and void. This condition is acceptable to Quadrant. The lot lines for 2E and 2F on the SEPA 4-91 site plan are no longer consistent with the binding site plan which confirms the need to void this portion of the SEPA 4-91 plan. It is also our understanding that the non-contlicting portions of the SEPA 4-91 site plan remain in effect. For future development projects that are consistent with this plan, the City will consider SEPA review complete. For those projects, like Cintas, that are also in conflict with the SEPA 4-91 site plan, the City will follow the same process employed here: the conflicdng portion of the plan will be declared null and void, and SEPA review will be completed for the revised plan. Quadrant fully supports this approach. If for any reason this understanding is incorrcct,please let me know immediately. 4. The City requires shared driveways witn adjacent properties unless topography or serious operational dift"iculties make share driveways infeasible. In concept, this is an acceptable condition; however,Quadrant emphasizes that both topography and operadonal characteristics of one or both businesses may provide sufficient reason to preclude shared driveways in the future. 8. It is Quadrant's understanding that sewer usage consistent with the design criteria of 4,000 gallons per acre per day is consistent with the City's letter to Ric Brandt of CB Conunercial dated July 28, 1993 confirming utility availability for the project. Quadrant dces not object to this condition. However we also understand, that if Cintas' actual sewer usage is less than expected, or if a future user can moderate its use through facility design, uses that ue higher than the design criteria could be considered and or approved.