2821 RUCKER AVE 2018-01-02 MF Import

Kenn�dWJ�nks/Chikon ! aite visit. If it is not anchored, in ths M6.5 �nd M8.25 sc�narioa, it m�y rxk, � damapinp connectlnp pipinp. If other damape is minimal, it would take an satimated 5 days to repair. Because of its recent desipn, Reservoir Number 6 should have little demaps for any of the sarthqueks scenarios. 3.6.2.5 Pumn SteNons. The Casino Pump �tation ahould havs little demsye, a�si� because of its recent desipn. It is equippsd with en emerysncy p�n�nta. Batterias, for atartinp its amerpency penerator, shoutd be enchond. Some buiidinp and equipment damape may occur for the M6.5 and M8.25 scenerios. The Everpreen Way Pump Station is moderately wlnerable to earthpuake. Desipn practices in 1966 may not have provided adequate reinforcinp in the infill masonry to hold it in place. With the shear wall action of the masonry not avafleble, the atructure could be heavily damaped. If the pump station is heevily demaped, the ( st►uc!ure could be condemned, and repair work to restore the mechenical and electrical system not allowed. Further anelysis is suppeste�. Some of tM pump stetio� electrical equipment was noc adequetely enchored. The pump atetion has no emergency power. It mey be difficult to pet en emerpency penerator system to power the 2,400 volt system, because of the voltape, when power is lost. The pump station is dependent on the reliability of the SCPUD power supply. For the M6.5 and M8.25 scenerios, there is concem that the pump station would not be operational. An emerflency replacement may take from two weaks to several months. 3.6.2.6 Svstem Oneretio� Estimates. The M7.0 sarthquake scenario would heve the least effect of the scenarios studied. Water for fire protection will be that which is stored in the city. Distribution of Mat water may be impacted by line failures within the city. Operation crews should rospond quickly to shut down damaped portions of the distributior, system. Reservoiro will drain more quickly � 3-53 906014.00