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1001 W CASINO RD BASE FILE 2018-01-01 MF Import
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1001 W CASINO RD BASE FILE 2018-01-01 MF Import
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Last modified
11/20/2019 1:59:18 PM
Creation date
8/28/2017 3:37:25 PM
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Template:
Address Document
Street Name
W CASINO RD
Street Number
1001
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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i <br /> Vicfnrinn Plar} Hvdrolo¢v Reoon�CalculaUons M94-1506 <br /> I ROJECT OVERVIEW <br /> I SITE AREA: 4.87 acres <br /> I STI'E LOCATIUN: east of l lth Drive West between West Casino Road <br /> on the south and State Route 526 on the north <br /> I TOPOGRAPHY: the western portion of the site slopes easterly at an <br /> approximate grade of 5.0 percent end the eastern <br /> portion of the site slopes easterly at an approximate <br /> Igade of 2.5 percent <br /> SOII.'i'YPE: Aldenvood - Urban <br /> HYDROLOGIC SOIL GROUP: "C" <br /> � EXISTING LAND USE: the northeastem comer of the site is vegetated with <br /> grasses and scettered brush and the remainder of the <br /> I site is vegetated with deciduous trees with <br /> underbrush and scattered evergreen trees <br /> I PROPOSED LAND USE: 8 multi-family units with accompanying recreation <br /> building, sport court,tot lot and parking <br /> I <br /> There are two sub-basins separated by a ridge running west to nonheast on the site (see Existing <br /> I Basin Map). Basin A consists of 1.90 acres and Basin B consists of 2.97 acres. Storm water <br /> runoff from Basin A is overland to the northeast, exiting the site over the north property line and <br /> discharging to an existing ditch located elong the south side of State Route 526. Storm water <br /> Irunott'from Basin B is overland to the east, discharging to an existing wetland located otf-site <br /> adjacent to the east property line. Upon development, rooftop runoff from Building 4 and some <br /> ' pervious area will be discharged to the e�cisting wetland in an attempt to duplicate existing <br /> wetland hydrology during the 2-yead24-hour design stortn. Developed rvnoff from the rooftops <br /> of Buildings 1-3 end 5-8 and pervious landscape ereas will be discherged directly to the <br /> I downstream conveyence systems located along SR 526 and Casino Road. Developed runoff from <br /> paved areas subject to vehicular use will be conveyed northerly to a water qualiry facility. The <br /> water quality facility consists of a wetpond containing a wetland treatment cell and an open water <br /> I cell. Detention for the developed site will be provided off-site in a regional detention fecility <br /> downstream. <br /> � <br /> ' GROUP FOUR, INC. ^ Q <br />
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