20220171 - 14 Wyandra St SWMP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEDIMENT RELEASE GUIDELINES
N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            COMMENCING UP-SLOPE EARTHWORKS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       c.   IN AREAS WHERE RUNOFF TURBIDITY IS TO BE

                                                                                                                                                                                                                                                               WYANDRA STREET                                                                                                                                                                                                                                                                                                           1.   ALL RELEASES OF STORMWATER CAPTURED ONSITE,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UNLESS OTHERWISE NOTED IN THIS STANDARD, MUST NOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONTROLLED, EXPOSED SURFACES TO BE EITHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MULCHED, COVERED WITH EROSION CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXCEED THE FOLLOWING LIMITS:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.1.    50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A               TO BE DELAYED FOR MORE THAN 14 DAYS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MAXIMUM CONCENTRATION;
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.2.    TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE        SEDIMENT FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                          35.28
                                                                                                                                                                                                     35.20




                                                                                                                                                                                                                                                                                                                                                                  35.31
                                                       34.91




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            35.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BACKGROUND;                                       10. FOR SEDIMENT FENCE STANDARD DETAIL AND
                                                                                                                                                                                                                                                                                                                                          PROVIDE 600MM WIDE GRASS FILTER                                                                                                                                                                                                                                                                              SPECIFICATION REFER TO INTERNATIONAL EROSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.3.   pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT
                                                                                                                                                                                                                                                                                                                                          STRIP BEHIND KERB DOWNSTREAM OF                                                                                                                                                                                                                                                                              CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WHERE, AND TO THE EXTENT THAT, THE NATURAL
                                                                                                                                                                                                                                                                                                                                          DISTURBED EARTH IN VERGE                                                                                                                                                                                                                                                                                     PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RECEIVING WATERS LIE OUTSIDE THIS RANGE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING             SEDIMENT FENCE.
                                                                                                                                                                                                                                                                                                                                                                                                                        PROVIDE CONSTRUCTION SHAKEDOWN
                                                                                                                                                                                                                                                                                                                                                                                                                        ENTRY AS PER NSC STD DWG ESC-01                                                                                                                                      MAY ONLY EXCEED 50mg/L WHERE IT CAN BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DEMONSTRATED AND SUPPORTED THROUGH                    TEMPORARY CONSTRUCTION ENTRY/EXIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DOCUMENTATION THAT:                                   11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SPECIFICATION REFER TO INTERNATIONAL EROSION




                                                                                                                                                                                                                                                                                                                            35.20
                                                   34.76




                                                                                                                          34.94




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     35.09
                                                                                                                                                                                                                                                                                                                                                                                                                  35.24
                                                                                                                                                                                                                                                                                                                                                    Edge of Bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.1.   FURTHER SIGNIFICANT RAINFALL IS FORECAST TO




                                                                                                                                                                                                                                     35.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST




                                                                                                                                                                                                                                                  35.25
                                                                                                                                                                                                                                                                                                       35.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OCCUR BEFORE THE TSS CONCENTRATION IS LIKELY
                                                                                                                                                                                                                                                                                                                                                              Back of Kerb
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TO BE REDUCED TO 50mg/L;                             PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02




                                                                                                                                                                                                                                                                                                                                    TB
                                                  34.86




                                                                                                                                                                                                                                                                                                                                                                                                                35.32
                                                                                                                                       35.05
                                                                    35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     35.20
                                                                                                                                                                                                                                                                                                                                      M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES




                                                                                                                                                                                                                                                                                                                                       RL
                                                                                                           Telstra Pit
                                                                                                                                                                                                                                                                                                   8




                                                                                                                                                                                                                                                           35.23
                                                                                                                                                                                                                                                                                               35.2
                                                                W                             W                                                W                            W                    W                            W                                    W              W                                            W                                W                     W                       W                       W               W                                           W




                                                                                                                                                                                                                                                                                                                                        (Sc AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.2.   RELEASING A HIGHER CONCENTRATION OF TOTAL




                                                                                                                                                                                                                                                                                                                                         35

                                                                                                                                                                                                                                                                                                                                           re
                                                                                                                                                                                                                                                                                                                                            .32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND




                                                                                                                                                                                                                                                                                                                                               w
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SUSPENDED SOLIDS WILL RESULT IN A BETTER




                                                                                                                                                                                                                                                                                                                                                 in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.




                                                                                                                                                                                                                                                                                                                                                    Ke
                                                                T                             T                                                T                            T                    T                            T                                    T              T                                            T                                T                     T                       T                       T               T                                           T                                                                                              ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE




                                                                                                                                                                                                                                                                                                                                                             rb
                                                                                                                                                                                                                                                                                                                                                                )




                                                                                                                                                                                                                                                                                                                                                                                                                  PALM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOR THE CAPTURE AND TREATMENT OF RUN-OFF




                                                                                                                                                                                                                                                                                                                                                                                                      PALM
                                                                                                                                                                                                                                                                                                                                                                          letterbox




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WPALM
                                                                                Water Meter




                                                                                                                                                                                                                                                                                                                                                             +35.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                              Water Meter
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KERB INLET




                                                                                                                                                                                                                                             letterbox
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FROM THE IMMINENT RAINFALL AND RUN-OFF.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PALM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.3.    ALL REASONABLE AND PRACTICABLE STEPS HAVE        12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION




                                                                                                                                                                                                                                                                                                                                                                                                                          PALM
                                                                                                                                                                                                                                                          61°39'00"                                                                                                                                                                                                                                                                                                                                                                                    REFER TO INTERNATIONAL EROSION CONTROL




                                                                                                                                                                                                             35.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BEEN TAKEN TO TREAT THE WATER WITHIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BEST-PRACTICE TIME FRAMES;                            ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
                                                                                                                                                                                                                                                              27.167
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.4.   FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND         STANDARD DRAWING ESC-03 KERB INLET SEDIMENT TRAPS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THE CONCENTRATION OF TSS IN THE CAPTURED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REVEGETATION
                                                                                                                         WAT 0.41010



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATER HAS ALREADY SIGNIFICANTLY DECREASED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND            13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DISCHARGES FROM THE SITE, THE RELEASE LIMIT               INTERNATIONAL EROSION CONTROL ASSOCIATION
    PROVIDE FABRIC WRAP INLET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PRESCRIBED IN (1a) ABOVE MUST NOT BE EXCEEDED             AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING
    PROTECTION TO PITS DURING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UNLESS THE DEVELOPMENT IS IN FULL COMPLIANCE WITH         R-01 REVEGETATION GENERAL.
    CONSTRUCTION WORKS AS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THIS STANDARD.
    PER NSC STD DWG ESC-02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FIELD INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER TO INTERNATIONAL EROSION CONTROL
                                                                                                                              PALM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Roof RL39.84                                                                                                                  ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.   ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN        STANDARD DRAWING ESC-02 GRATED STORMWATER (FIELD)




                                                                                                                                                                                                                                                                                                                                                                                                                                      +35.10
                                                                                                                                                                                                                                                                                                               TT 0.91210
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ACCORDANCE WITH INTERNATIONAL EROSION CONTROL             INLET SEDIMENT TRAP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   +35.50
                                                                                                                                                              PALM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE
                                                                                              331°39'00"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SPECIFICATIONS.                                       OPERATION AND MAINTENANCE




                                                                                                                                                                                                                                                                                                                                                                                           +35.10
                                                                                                                     30.175




    PROVIDE SEDIMENT FENCE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.   SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE        15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC




                                                                                                                                                                                                                                                                                                                                                                                              35.51




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TREE 0.31006
    TO DOWNSTREAM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS               MEASURES SHALL BE INSPECTED:
    BOUNDARY AS PER NSC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL              · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE)
                                                                                                     //




    STD DWG ESC-04 & ESC-05                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Ridge RL41.79                                                         MEASURES AS DEEMED NECESSARY THROUGHOUT                      OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONSTRUCTION.                                             · WITHIN 24 HOURS OF EXPECTED RAIN; AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RP139776
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.   THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL             · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER               OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE
                                                                                                                                                                                                                                                                                                                                                                                                                                               outdoor shw




                                                                                                                                                                                                                                                                                                                                                                                                                                                   +35.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS                  SEDIMENT ON SITE).
                                                                                                                                                                                                                                                                                                                                    +35.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            151°39'00"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF          17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30.175
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WORKS.                                                    OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Roof RL39.98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4.   CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES           THE FOLLOWING TABLE:
                                                                                                     //




                                                                                                                                                                                         35.02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE
                                                                                                                              TREE 0.30707




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MAINTENANCE SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COMPLETED AND EFFECTIVE PRIOR TO:
                                    RP139776




                                                                     Roof RL37.20
                               43




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TIMEFRAME FOR COMPLETION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             a. STRIPPING OF TOPSOIL AND GRASS.                         ESC MEASURES             MAINTENANCE TRIGGER



                                                                                                                                                                                                                                                                                                                                                                                      p
                                                                                                                                                                                                                                             p




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OF MAINTENANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             b. BULK EARTHWORKS TO THE SITE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                    +35.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SEDIMENT BASISIN    WHEN SETTLED SEDIMENT EXCEEDS THE       WITHIN 7 DAYS OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            VOLUME OF THE SEDIMENT STORAGE             INSPECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             c. SERVICES INSTALLATION.                                                     ZONE (SEE COUNCIL'S SEDIMENT BASIN
                                                                                                                                                         outdoor shw




                                                                                                                                                                                                                                                                                                                                                    dw s s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             d. PAVEMENT CONSTRUCTION                                                              DESIGN GUIDELINES
                                                                                                                                                                                 35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5.   ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN        OTHER ESC MEASURES    THE CAPACITY OF ESC MEASURES IS       BY THE END OF THE DAY
                                                                                                     //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXCEEDED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM
                                                                                                                                                                                                                                                                                                                            t




                                                                                                                                                                                                                                                                                                                                                                                                                                 35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE
                                                                                                                                                                                                                                                                                                                                                    ct




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REPORTING
                                                                                                                                                                                                                                                                                                       rf

                                                                                                                                                                                                                                                                                                                            rf




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SILT CONTROL APPLICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.   THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT       18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PLAN SHALL BE READ IN CONJUNCTION WITH THE                ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
                                                                                                                                                                                                                                                                                                                                                                                      p
                                                                                                                                                                                                                                          p




                                                                                                                                                                                                                                                                            cbd                                                                     cbd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             APPROVED DRAWINGS.                                        WORK FOR APPROVAL BY THE SUPERINTENDENT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                 +34.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7.   PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL
                                                                                                                                                                                                     +35.10                                                                                                                                                                                                                +35.10
                                                                                                                                                                                                                                                                                                                                                               +34.91




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEDIMENT AND EROSION CONTROL:
                                                                                                     //




                                                                                                                                                                                                                                                                                                                                                                                                              35.17




                                                                                                                                                                                                 +34.90                                                                                                                                                                                                                    +34.90                                                                                                                                                            LOCATION OF THE SITE ACCESS POINT AND WASH DOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE           CONTRACTOR TO ALLOW FOR PROVISION OF ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TREE 0.20603                                                                                                     CONSTRUCTION PERIOD.                                     REQUIRED SEDIMENT AND EROSION CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.   IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN        DEVICES IN ACCORDANCE WITH IECA AND COUNCIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Measure Invert
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Sewer Manhole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POLICIES AND GUIDELINES
                                                                                                                                                                                                                                                                                                                                                                                                                                  +35.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FOUND TO BE DIFFERENT OR FAILED IN SERVICE,
                                                                                                                                                                                +34.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Unable to
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY