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(4) Reach No. L,: Orchard Street to Pike Street The fence:; and stored materials ~;J"hich impede the storm runoff within the laO-year flooding limits be removed. A drainage easement "auld be dedicated to the COllnty which would define the uses of the flood drainage-way that would be allm,ed. The rear lot areas would be graded to accomodate the lOa-year storm runoff. This grading would be a .large swale as opposed to a channel so that the mmer would retain use of his property. The area '5raded would be re-sodded, ane. thE~ maintenanCE~ of the flood limits would rest ,dth the lot mmer. The culvert under Pike Street would be replaced by a eulvert h~ving a lOO-year storm capacity. There would be a major realignment of the system location due to existing residences and hydraulic. considerELtions. A latera.l system within Pike Stneet and. terminating at Old Golde~ Road would be installed. (5) Reach No.5: Pike Street to Quaker Street The purch~se of the duplex inunediately \Vest of Pike Street will not be necessary due to the construction of the Detention Pond No.4. The fences and stored materials which impede the storm runoff within the laO-year flood limits be removed. A drainage easement would be dedicated to the COllnty which would define the uses of the flood drainage-"ay that wouli be allo"ed. The rear lot areas would be graded to accomodate the lOa-year storm runoff. This gra.ding would be a large s"ale as opposed to a channel so that the O\1Iler would retain use of his property. The area graded ,<auld be re-sodded or hydro-mulched and regular m~intenance would be the responsibility of the owner. The culvert under Quaker Street ,.,ould be enlarged to accomodate a lOa-year storm runoff rate controlled by the detention pond as recommended belo~r in Alignment "D". 30