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. <br /> Mr. Dan Matt}uas <br /> July 14, 1983 <br /> Paga 2 <br /> Therefore we would typically e�cpect the following flows for all facilities <br /> (including the recycle bus washer systa¢) to be: <br /> Peak Peak Peak Average Average Average <br /> Inst. Hourly Daily Daily Monthly Volime <br /> Flow Flow Flow Flow_ Flaw Use/Month <br /> 100 gpm 65 gpm 42 gpm 17 gpn ].0 gpoi 35,OQ0 c.f./month <br /> For all intensive purpcses, sewer flows are expected to be along the same <br /> magnitude. <br /> Please review the information herein. We would request a breakdown of all <br /> hook-up and connection fees assa:iated with the abovc systems at your <br /> earliest convenience. <br /> If you have any questions, please give me a call at 447-5354. <br /> Thank you. <br /> Sincerely, <br /> , CHIN.$ , IN <br /> � %,�� �'�. /: ;�� � <br /> r � <br /> • � <br /> Douglas D. Genzliri�r; P.E.' <br /> cr <br /> Enclosures <br /> cc: Dorr Anderson <br /> Dennis Su <br /> 353-50 <br /> � <br />