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TFIE WALL STREET BLD'G. <br />DATE S—ZZ'% <br />'Q.WETMORE f WALLj EVERETT w7k. 6y G. hAR <br />om"STORM RUNOFF CALCULATICI ° E '78 -3 <br />il1ltlwO�vEMIE. BFATTLE WA M�'11 (?DE1moml <br />TOTAL DESIGN RUNOFF FROM SITE <br />(AFTER DEvELOPEMENT) <br />PARKING LoT .,DRAIN .77 <br />MUILDIN4 DRAIN • 59 <br />40TMER AREAS 404 <br />1.42 GyeS <br />C = Q = . d•.4z = . 87 <br />7/pYZ.15 <br />PRE DEVEtoPEMENT CoEFFcCISNT <br />(TABLE G-1 OF Zob STUDY) <br />VERY P66R PAVE_ . (ay AL, x , 70 = . 4-54 <br />KOOF ) 4 X 9s = . r LL <br />, '76 Ac 5'67 <br />5G7 1 . 75' <br />C �7S <br />