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1600 MADISON ST 2016-01-01 MF Import
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1600 MADISON ST 2016-01-01 MF Import
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Last modified
4/12/2017 11:00:36 AM
Creation date
2/17/2017 9:51:17 PM
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Address Document
Street Name
MADISON ST
Street Number
1600
Imported From Microfiche
Yes
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! <br />I <br />Section IV. Off-sile Analysis <br />Existin�Conditions <br />On-site <br />The site slopes to the east and contributes runoff to two separate drainage basins. Sitc <br />drainage outlets to the existing storm systems in Colby. 'I lie site was previously <br />developed with single-family residences and a fire station. See Cigure 2. <br />Off-site Llpstream <br />There is no contributory area to the site. <br />Downstream Drainage System <br />Runoff from the north basin enters a catch basin on thc property linc in the existing <br />driveway which outlets runoff to a catch basin in Colby vi� an S" pipe a distance oi <br />appro�cimately 12'. Runoff then turns north and flows through an 8" pipe to anotlier <br />catch basin in Colby approximately 35' noRh. Plow continues north for another 2'' to a <br />storm manhole at the southwest comer of Colby and Madison. There rnnoff turns and <br />flows northeast about 30' to a manhole about G' south of the center lir�e of Madison via a <br />10 pipe. Plow outlets this manhole and travels east approximately 1025' in a series of <br />18" pipes. Plow then tums noRhwest via an 18" pipe in Commercial Ave�we to a <br />catchbasin in 1-Ioward a distance of approximately 380'. I�low then travels east and is <br />outside the t/a mile study area. (See Pigure G) <br />Some of the runoff from the south drainage basin reaches an 8" culvert in Colby that <br />flo�vs to a catchUasin approximately 133' south. The remainder of the soudi portion of <br />the site flows into Colby and reaches this same catchbasin. Plow continues south in a <br />series of 12" pipes for a distance o( approximately 3G0'. Plow oudets the 12" pipe into a <br />roadside ditch still travelling south. The runo(f continues south in a series of driveway <br />culverts and open ditches for approximately 440'. Runoff then crosses ColUy in a 12" <br />culvert to the eastside of the road. Clow dien heads south enters another short drivc�vay <br />culvert and retums to open flow heading south. T'he ditch turns ac thc R/�V for <br />Commercial and heads northeast. (See Pigure G) <br />DeveloQed Condition <br />On-site <br />( On-site drainage will outlet to the catclibasins in Colby. <br />Off-site . <br />No changes in the downstream system are proposed. <br />
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