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FLOOD08598
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Last modified
1/25/2010 7:15:02 PM
Creation date
10/5/2006 3:45:31 AM
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Template:
Floodplain Documents
County
Conejos
Community
San Luis Valley
Basin
Rio Grande
Title
Subsurface Drainage Feasibilty Study Guadalupe
Date
9/1/1996
Prepared For
Conejos County
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I' <br />I <br />II <br />I <br />I <br />II <br />I <br />II <br />I <br />I <br /> <br />Notes for figure 3: <br /> <br />* <br /> <br />3" to 4" Cobble (10%) <br />I" to 3" Cobble (25%) <br />Gravel and Fines (65%) <br /> <br />** <br /> <br />4" to 6" Cobble (10%) <br />I" to 4" Cobble (50%) <br />Gravel and Fines (40%) <br /> <br />*** <br /> <br />I" to 4" Cobble (75%) <br />Gravel and Fines (25%) <br /> <br />VI. <br /> <br />RECOMMENDED PROJECT PLAN <br /> <br />The Colorado Water Conservation Board in cooperation with Conejos County <br />recommends that a gravity flow subdrain system be installed for the village of Guadalupe, <br />Colorado. The selected plan is a gravity subdrain system consisting of 1500 feet of 10" <br />perforated singlewall PVC with sock, 1200 feet of 10" solid PVC, 3 manholes, 2 <br />clean outs, and an outfall structure with a flap gate. <br /> <br />The preliminary design for the subdrain system is presented on plates 1 through 3. The <br />plan consists of the following features: <br /> <br />. An outfall structure and flap gate at station 0+00 A <br /> <br />. 1200 feet of solid 10" PVC from station 0+00 A to station 12+00 A <br /> <br />. 200 feet of perforated 10" PVC with sock from station 12+00 A to station 14+00 A <br /> <br />. 195 feet of perforated 10" PVC with sock from station 14+00 A to station 15+95 A <br /> <br />. 560 feet of perforated 10" PVC with sock from station 15+95 A to station 21+55 A <br /> <br />. 545 feet of perforated 10" PVC with sock from station 14+00 A to station 5+45 B <br /> <br />. Three standard 48" manholes at stations 12+00 A, 14+00 A, and 15+95 A <br /> <br />. Two clean outs at stations 21 +55 A and 5+45 B <br /> <br />The cost estimate for the recommended project plan is presented in figure 4. <br /> <br />7 <br />
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