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9606 19TH AVE SE McDONALDS 2018-01-02 MF Import
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9606 19TH AVE SE McDONALDS 2018-01-02 MF Import
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Last modified
12/14/2021 10:13:06 AM
Creation date
4/2/2017 2:55:59 PM
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Address Document
Street Name
19TH AVE SE
Street Number
9606
Tenant Name
McDONALDS
Imported From Microfiche
Yes
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File Basin Hydrograph Storage Discharge Level pool <br />3eee5eee@ee@eeeeeeeeeeeeeeeeeeeee2eeeeeee@@eeeeeeeeeee5@@eeeeeeeeeieece@eeeeel <br />SHEET FLOW CALCULATOR - INITIAL 300 FEET <br />'DES'Mannings Sheet Flow.....: 0.0110 <br />'ARE'Flow Length (ft)........ : 180.00 'HOICES <br />'RAI'2 yr 24 hr rainfall (in): 1.55 <br />'TIM'Land Slope (ft/ft)...... : 0.0360 <br />'TIM' COMPUTED TRAVEL TIME (min): 2.20 <br />'RAI' TYPICAL MANNINGS VALUES FOR INITIAL 300 FT 'A <br />'ASS ' <br />'BAS'Smooth Surfaces .............................. 0.011 <br />'STO'Fallow Fields of Loose Soil Surface ..............: 0.05 Y <br />'Cultivated Soil with residue cover (e<=0.2 ft/ft): 0.06 <br />PER'Cultivated Soil with residue cover (00.2 ft/ft).: 0.17 <br />'ARE'Short prairie grass and lawns ....................: 0.15 <br />'CN 'Dense grasses ..................................... 0.24 <br />Bermudagrass ..................................... 0.41 <br />. Rang, (natural) ................. <br />0.13 <br />PEA'Woods or forest with light underbrush ............: 0.40 <br />'PEA'Woods or Brest with dense underbrush ............: 0.80 <br />'TOT' <br />F10Key: QUIT F5Key: CLEAR ate <br />° Pgeeeeeeeeeee@eeeeeeeeeeeeeeeeeeeeeeeeeeeeee@eEieeeeeeeeeeee@eeefit <br />tees@@eeeeeeeeeeee@eeeeeeeeeeeeeeee@eee@e@eeee@eeeeeeeeeeeeeeeeeeeeeeeeeeeeeef <br />File Basin Hydrograph Storage Discharge Level pool <br />3eee5ee@eee@eeeeeeeee@eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee@ei@ei <br />CHANNEL FLOW CALCULATOR <br />'OES'Flow Length (ft)...: 50.00 <br />'ARE'Land Slope (ft/ft).: 0.0100 <br />'RAI'Kc, Velocity Factor: 42.0 <br />°TIM• COMPUTED TRAVEL TIME (min): 0.20 <br />'TIM' TYPICAL VELOCITY FACTOR VALUES <br />'RAI' <br />'ABS' Intermittent Flow - R=0.2 <br />'BAS'Forested swale w/ heavy ground litter (n=0.10)............... 5 ' <br />'STO'Forestod drainage course/ravine w/ defined channel bed (n=O.S(;): 10 <br />Rack -lined (n=0.035)... : 15 Grassed (n=0.030>...: 17 <br />PER'Earth-lined (n=0.025)..: 20 C11P pipe (n=0.024)..: 21 <br />'ARE'Concrete pipe (n=0.012): 42 other..........: 0.508/n ' <br />CN ' Continous Flow - R=0.4 <br />'Meandering stream w/ some pools(n=0.040)......................: 20 ' <br />'Rock -lined stream(n=0.035)....................................: 23 ° <br />'PEA'Grassed-lined stream(n=0.030).................................: 27 <br />'PEA'Other streams, man-made channels and pipe .................: 0.807/n ' <br />'TOT' <br />F10Key: QUIT F5Key: CLEAR <br />PgSeeeeeeeee@eee@eeeeee?@@eeeeeee@eeeeeeeee@eeeeeeeeeeeeeeeeeee@eeedeed <br />ef <br />aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee@eeee@e@eeeeeeeeeeeeeeee@eee@eeeeeeeef <br />
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