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900 V -Notch - <br />—A —B Al A - ---a -I <br />90° V -Notch Weir Discharge <br />0 2.49(025) <br />A <br />D <br />/ <br />7:4 Slope Cipolfettl Discharge <br />0 3.367 (Di-5) <br />48" Maximum capacity <br />E <br />CONSTRUCTION DIMENSIONS <br />A B C D E <br />3.67 cps if <br />V -NOTCH 34 28 -- 1 4' 34" <br />— - - <br />CIPOLLETTI 28'' 3.6' 36° 14° 34� <br />96 <br />clpolletti <br />- -A --- -►TC• B - -- 0 cl 16 A -V1 <br />DD� <br />Cut out sections <br />on on <br />sharpened on one <br />T <br />side <br />46" T <br />II <br />Maximum capacity E <br />11.07 cps <br />If <br />- <br />II <br />1 0 96 <br />Permit Number Ci / / Y / - Q -) <br />Class OPenoit l �� <br />_Se_ction/Exhibit <br />.--------------------------------------- ._._. ...... <br />Class: D Revision 7 <br />I Type /Seq: <br />bass—:0 Repon O Hydra OGeneral --- -- - <br />Doc Type: <br />DAppliration (Coal only) ❑ Bond 13 Enforcement ❑Inspection <br />PF <br />Date <br />I terldy that this drawing was prepared by me, or under my <br />supervision. and that the information contetned herein 1s <br />accurate to the best of my knowledge and belief <br />Signed � �'(J � / "LG't/1_- Dale' <br />_ --A W M Kerr, P E <br />RIMROCK COAL COMPANY <br />rate COLORADO <br />�.P rhOr _29 <br />LAB ANIMAB- <br />'y,p 33 South Rqe 63 West <br />TYPICAL WEIR DIMENSIONS' <br />kale <br />By _. <br />dra <br />SM <br />Date EXHIBIT V <br />o' I <br />IIIIII VIII VIII VIII VIII VIII IIII IIII <br />oa,vo, <br />