Ordinance 1999-1316 - Laserfiche WebLink

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45. 46. 47. 48. 49. 50. 51. 52. 54. 55. Section 911 is deleted in its entirety. Section 913.2 is amended by addition of a new final sentence to read as follows: "A foot vent with a cleanout shall be installed immediately above the junction of the island fixture vent and drain." Section 916.1 is amended by the deletion of "Table 916.1" and the insertion of "Table 710.1 (1)". Table 916.1 is deleted in its entirety. Section 917 is deleted in its entirety. Section 1003.2 is amended by addition of a new final to read as follows: "The design and location of interceptors shall be approved by the Chief Building Official and shall have adequate number of manholes with gastight covers with a minimum opening dimension of twenty (20) inches. Each interceptor shall be installed and connected so that it is at all times easily accessible for inspection, cleaning, and removal of the intercepted grease." Section 1003.5 is amended by addition of the following at the bottom of such section: The size of grease interceptors shall be determined by using the following formula: (Number of meals served per peak hour) x (Waste flow ratei) x (Retention Factor2) x (Storage Factor3) = Interceptor Size/Liquid Capacity. 1. Waste Flow Rate a. With dishwashing machine ........................ 6 gallon flow b. Without dishwashing machine ............... 5 gallon flow c. Single service kitchen ...........................2 gallon flow d. Food waste disposer .................................... 2. Retention Times a. Commercial kitchen waster / Dishwasher .......... 2.5 hours b. Single service kitchen / Single serving ........... 1.5 hours 1 gallon flow