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Flood report · MCU26/0104

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2.8
                                                                                                                                                                                                                                                                                                                                                   SEDIMENT CONTROL FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROX. DRIVEWAY                                                                                                                                                        2.8




                                                                                                                                                                                                                                                                                                                                                                     2.63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NGL 2.710




                                                                                                                                                                                                                                                                                   0.63




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.68
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BY OWNER



H) BRIGHTON HOMES WILL CONNECT POWER WITH A SEPARATE CIRCUIT TO THE SEPTIC TANK.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FILL 0.455
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL AREA: 168m²
                                                                                                                                                                                                                                                                                                                                                                                   NGL 2.641




                                                                                                                                                                                                                                                                                                                                                                                                                             6,000
                                                                                                                                                                                                                                                                                          Bo
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO BDY: 168m²




                                                                                                                                                                                                                                                                                            tto
                                                                                                                                                                                                                                                                                                                                                                                        FILL 0.524                                                                                                                                                                 2.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LOT 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Stake
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5




                                                                                                                                                                                                                                                                                               m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (Total Canopy)




                                                                                                                                                                                                                                                                                                 of




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4,00
                                                                                                                                                                                                                                                                                                                                                                                               2.50
                                                                                                                                                                                                                                                                                                   Ba




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Stake
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.6




                                                                                                                                                                                                                                                                                                     nk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9




I) NO ALLOWANCE TO PROVIDE AND INSTALL AN INTERNAL SEPTIC ALARM. (ALARM SUPPLIED AND INSTALLED AT TANK LOCATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                 300.3
                                                                                                                                                                 89°0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.8




                                                                                                                                                                                                                                                                                                                   0.64
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     79177M2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NGL 2.833




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    175,177 WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FILL 0.332                                                                                                                                                                                  NGL 2.780




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NGL 2.840                                                                                                                                                                                                                                 NGL 2.727




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11,250
                                                                                                                                                                                                                                                                                                                              APPROX. LOCATION OF 10,000LT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Ø




                                                                                                                                                                                                                                                                                                                                                                                                                     2.56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NGL 2.811                                                                                        FILL 0.385




BY MANUFACTURE.
                                                                                                                                                                                                                                                                                                                                WATER TANK BY OWNER FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          174,019 PORC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 0.325                                                                                                                                                                                                                           FILL 0.438
                                                                                                                                                                                                                                                                                                                             BUSHFIRE PURPOSES. LOCATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            173,636 OMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FILL 0.354                                                                  2.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.64
                                                                                                                                                                                                                                                                                                                               TO BE CONFIRMED BY CLIENT.                                                                                                                                                                                                                                                                                                                     8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16,50

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              APPROX LOCATION 2x 30,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             15,000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LITRE IN-GROUND CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RAINWATER TANK (BY BUILDER)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3




J) NO ALLOWANCE TO PROVIDE SUB-SURFACE IRRIGATION IF REQUIRED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.7




                                                                                                                                                                                                                                                                                                                          0.61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6                                                                                                                                                         16.5LM TUNNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TRENCHING BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROX. LOCATION OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                     39,051 DRIVEWAY
K) IF REQUIRED GRASS OR TURF COVER TO BE ESTABLISHED BY OWNER PRIOR TO PLUMBING FINAL FOR EFFLUENT SPRAY OR
                                                                                                                                                                                                                                                                                                0.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HSTP. LOCATION TBC UPON




                                                                                                                                                                                                                                                                                                                                                                                                                                   2.59
                                                                                                                                                                                                                                                                                                 0.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RECEIPT OF HSTP REPORT
                                                                                                                                                                                                                                                                           0.63




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      340.42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      269°0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TREE SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7




                                                                                                                                                                                                                                                                                          0.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TBM 3 Nail



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.48




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.66
SUB-SURFACE IRRIGATION AREA AS STATED ON SEPTIC SYSTEM APPROVAL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7




                                                                                                                                                                                                                                                                                                1.0
                                                                                                                                                                                                                                                                                                      1.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               in Dumpy
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL 2.741
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           No.   Name    T 'Ø' Spr 'Ø'             'H'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4




L) OWNER ACKNOWLEDGES THAT IT IS THE OWNER’S RESPONSIBILITY TO ENSURE PROPOSED EFFLUENT SPRAY DISPOSAL AREA




                                                                                                                                                                                                                                                                                                             1.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED SUB-SURFACE IRRIGATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AREA - 240 SQM (20 X 12M)                                                                                 2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AS PER REPORT BY ONSITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WASTEWATER DESIGN DATED 07/07/26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TBM 1 Nail




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                APPROX. LOCATION OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  U/G Power
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PRIVATE TIMBER LEAD-IN




IS CLEARED OF TREES AND OVERGROWN VEGETATION PRIOR TO COMMENCEMENT OF CONSTRUCTION. OWNER TO OBTAIN ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.7                                                                                                                                                                                                              POLE (BY OWNER).




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6                                                                                                                                                                                                      EXACT LOCATION TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1     TREE       0.40 m      10.0 m   22.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONFIRMED ON SITE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             To




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.79
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.67                                   2.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   of
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             in Dumpy
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.696 RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Ba
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1                                                                                                                                                                                                                                                                                              2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          nk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15
                                                                                                                                                                                                                                                                                                                                 1.20
NECESSARY COUNCIL APPLICATIONS FOR REMOVAL OF TREES AS REQUIRED.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Tr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.8 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ac
                                                                                                                                                                                                                                                                                                                                                                                                                                          

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