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�- Delineation of the drainage area contributing to the point of discharge; <br /> F 2, pre-and post-development peak run-off from the drainage area,at the point of discharge,for at least the <br /> T 0-year and 100-year frequency storm: <br /> te of infiltration contributing to the resource area checked under Part I, item <br /> 3, Pre-and Dost-development re <br /> 11 above: <br /> + 4. Estimated water quality characteristics of pre-and post-development run-off at the point of discharge. <br /> i <br /> Part IV:Mitigating Measures -- - <br /> ,a 1. Clearly,completely and accurately descn'be,with reference to supporting plans and calculations where <br /> necessary: - <br /> (a) All measures and designs proposed to meet the performance standards set forth under each re- <br /> source area specified in Part II or Pari 111 of the regulations;or <br /> (b) why the presumptions set forth under each resource area specified in Part 11 or Part III of the regula- <br /> tions do not apply. <br /> greplaced <br /> l Resource Mea Type: Land Containing Shellfish Ide�tiy;n;numberorierier <br /> Part II Sec. 34 of support documents <br /> n 34.5 states that projects which temporarily E-261 <br /> an adverse effect on shellfish productivitye permitted providing the area is not permandestroyed. The placing of piles may disruptctivity during construction but will return tonal levels shortly after construction has beeneted.fish distirbed, displaced or destroyed shallplaced immediately after construction is <br /> complete. . <br /> rFle Resource Area Type. Salt Marsh - Iden9tying number or ietler <br /> Part II Sec. 32 0:suppY,documents <br /> posed timber pier will be constructed at <br /> ation such that the deck shall be a minimum <br /> et above the marsh. In addition; deck planks E-261e spaced 1 apart to allow ample sunlight to <br /> he underlying marsh.ching timber to be used.y equipment shall be used on the marsh. _. <br /> 3.4 <br />