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oM� <br /> RM <br /> 61 ' " m <br /> EZ FLOWCHRISTY BOX J0B N0 wo-20,2: <br /> CHEVRON MODULE <br /> SERVICE STATION 4" PERFORATE THREADED CAP '"°" " ' <br /> SUBWAY SANDWICH SHOP 53 ' 1 . 25 " LATERAL BALL VALVE <br /> HOT STUFF PIZZA SHOP <br /> 00 <br /> Z w <br /> W <br /> = = OC <br /> U mo <br /> Z Q U' _ <br /> 22 � PROP . 1 OK GALLON 3 W = Z <br /> 0 0 ° o ° ° ° TRASH /SURGE TANK TERMINAL END SWEEP CLEAN —OUT VALVE > 3 $ ( ' <br /> 27 , INSIDE CHRISTY BOX (TYP) N 3 <br /> ° 0 0 0 ° ° EXISTING 3 COMP . m <br /> GREASE INTERCEPTOR <br /> PROPOSED 1 . 2K GALLON NOTES <br /> PUMP TANK 1 . REMOVE EXISTING 1200 GAL. TRASH TANK. EXISTING 3 COMP. GREASE <br /> INTERCEPTOR TANK (GIT) TO REMAIN, PUMP AND CLEAN GIT. <br /> 2. INSTALL NEW, XERXES TWO COMP, IOK GAL. TRASH/SURGE (T/S) TANK AND <br /> CONNECT TO BUILDING RESTROOMS INFLUENT LINE, <br /> 3. CONNECT GREASE INTERCEPTOR OUTLET LINE TO INLET OF 10K GALLON T/S <br /> TANK (EXACT CONNECTIONS UNK. AT THIS TIME UNTIL UNCOVERED), <br /> 4, INSTALL CLEAN-OUT AT GIT/BUILDING INFLUENT LINES Z <br /> 5, INSTALL NEW, P&L CONCRETE TWO COMP, 1200 PUMP TANK. H <br /> EXISTING FLUSH VALVES 6, INSTALL ORENCO PVUP57- 2419 BIOTUBE WITH PF3005, 30 GPM, 0.5HP, 200V <br /> \ 0 0 0 0 0 0 DUPLEX PUMP SYSTEM. N a M N <br /> 7. INSTALL ORENCO V6403A DISTRIBUTING VALVE (DV) AND CONNECT TO THE Z w a <br /> 0 0 ° OBSERVATION TUBES ( 2 ) THREE MICROSEPTEC MODULES (ENVIROSERVERS). U <br /> w o Y v <br /> 8. ENSURE THAT DV ROTATES EQUAL VOLUMES BETWEEN THE THREE ENVIROSERVERS. = m 0 7- <br /> 9. FOLLOW REHABILITATION PROCEDURES ON THE THREE ENVIROSERVERS LLJ>mz a o <br /> Z 0 <br /> OUTLINED IN REPORT. Z 0 <br /> U 10. ORENCO FLOAT SWITCH ASSEMBLY ON DV TO BE SET AFTER W <br /> CONSTRUCTION OF ALL CONNECTIONS TO DETERMINE ELEVATIONS. _ <br /> 11 . CONNECT EXISTING HIGH- HEAD PUMPS IN LAST CHAMBERS OF THE THREE U <br /> V- ENVIROSERVERS TO TRANSPORT LINES AS ILLUSTRATED, <br /> 12. CONNECT TRANSPORT LINES TO LEACHFIELD MANIFOLDS AS ILLUSTRATED. <br /> 13. INSTALL INFILTRATOR EZ FLOW MODULES AS ILLUSTRATED. <br /> 14. LATERALS TO BE 80' IN LENGTH (N= 24-10' SECTIONS), WITH CLEAN-OUT <br /> TURN -UPS AT EACH END AS ILLUSTRATED. <br /> 15. DRILL 1 /8" ORIFICES AT 12 O'CLOCK, 5' FT APART FOR EACH LATERAL, <br /> 16. CHARGE EACH ZONE AND ENSURE PUMPS ALTERNATE BETWEEN ZONES, <br /> 01 SCHEDULE APPT. W/ EHD AT 953-7697 TO VERIFY 5' HEAD AT DISTAL ENDS. <br /> 17. INSTALL FILTER FABRIC OVER ENTIRE EXCAVATED AREA AND OVER ALL <br /> MODULES = 3600 SF. <br /> 18. BACKFILL WITH NATIVE SOIL WITH 6" - 10" OF SOIL COVER TO MATCH <br /> — STORMWATER RETENTION BASIN SURROUNDING GRADE. <br />