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Last modified
1/29/2010 10:15:21 AM
Creation date
10/4/2006 9:09:38 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
121
County
Adams
Arapahoe
Douglas
Community
Denver Metro Region
Stream Name
Massey Draw and North Tributary
Title
FHAD - Massey Draw and North Tributary, SJCD South 6200 and Tributaries, Jefferson and Arapahoe Counties, CO
Date
5/1/1978
Designation Date
11/1/1978
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I 25 <br /> Table IV- 5 - cont. <br />I Reference 100 Yr. Floodplain Data 100 Yr. Floodway Data-Looking D/s <br /> Drg. Point Profile Thalweg W.S. Width Discharge Width Width on Side of & W.S. <br />I No. Remarks No. Station Elevation Elev. Left Right Elev. <br /> 1610 185+70 5520.8 5526.1 205. 1484. 190 60 130 5526.2 <br />I So. Wadsworth 186+75 5521.5 NA NA <br /> Blvd. 1620 187+80 5520.0 5537.9 585. 1484. 555 255 300 5537.9 <br />I 8 1630 194+60 5534.5 5337.9 185. 1484. 175 115 60 5537.9 <br /> 1640 201+50 5542.3 5545.5 110. 1484. (1) <br /> 1650 207+80 5549.9 5554.4 130. 1484. (1) <br /> NOTES 1660 214+50 5561.5 5564.4 110. 1237. (1) <br />I 1670 217+80 5568.0 5569.3 105. 1237. (1) <br />1. No floodway defined because flood hazard is Dam 218+00 5571. 4 5572.5 160. <br /> area 1680 218+20 5566.7 5572.5 165. 1237. (1) <br />I contained within a defined channel. <br /> 9 So. Estes St. 1690 225+95 5578.3 5581.2 115. 1237. (1) <br /> 1700 228+65 5582.9 5586.3 250. 1237. (2) <br />I 2. Encroachment into flood hazard area is not recom- So. Estes Ct. 228+85 5583.3 5589.5 270. <br /> mended because of overland flow from upstream 1710 229+15 5583.6 5589. 5 225. 1237. (2) <br /> 1740 230+80 5586.9 5589.8 NA 1237. (2) <br /> control. Ken Caryl Rd. 231+15 5588.5 5594.3 NA <br />I 1750 231+50 5589.9 5594.3 NA 1237. (2) <br /> 1760 236+70 5592.8 5598.7 205. 1237. (2) <br /> 3. Encroachment into the flood hazard area and fill 1770 241+50 5607.3 5608.3 470. 1237. 180(3) 110 70 5608.3 <br />I elevation should consider overland flow from up- Dam 241+80 5615.0 5615.4 490. <br /> 1780 242+10 5609.7 5615.4 500. 1237. 340(3) 180 160 5615.4 <br /> stream control. 2100 248+90 5617.8 5621.1 200. 710. (1) <br />I 10 2110 255+25 5630.0 5631.7 445. 710. 170(3) 71 99 5631.7 <br />4. Total width given includes divided or hydraulically Independence 255+65 5630.0 5640.9 420. <br /> disconnected flow. St. 2120 256+15 5631. 0 5640.9 490. 710. 450 230 220 5640.9 <br />I 2130 262+75 5641.9 5643.3 80. 710. (1) <br /> 2140 268+40 5643.9 5655.3 100. 530. (1) <br /> 2150 274+80 5664.2 5667.4 50. 530. (1) <br />I 11 2160 281+65 5682.3 5684.1 75. 530. (1) <br /> 2170 288+60 5700.0 5700.8 325. 335. 102 (3) 70 32 5700.8 <br /> Dam 289+10 5709.2 5708.9 365. <br />I 2180 289+50 5701.4 5708.9 335. 335. 325 220 105 5708.9 <br /> 2190 295+55 5717.4 5718.2 130. 335. (1) <br /> 3000 300+40 5729.3 5732.5 45. 335. (1) <br />I 3010 307+60 5746.0 5749.7 30. 335. (1) <br /> 3020 308+90 5759.3 5760.4 110. 335. (1) <br />I <br />I <br />I <br />I ~ Leonard Rice Consulting Water Engineers, Inc. <br />
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