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UPPER <br />MID -UPPER <br />MID -MID <br />8000 <br />7.3% <br />7800 <br />8.0 <br />5.6% <br />4. <br />0 <br />2.1% <br />> 7600 <br />9.5% <br />� <br />29, <br />11.1 <br />7400 <br />7200 <br />0 1000 2000 <br />3000 <br />4000 <br />5000 <br />DISTANCE (FT) <br />MID -MID <br />MID -LOWER <br />LOWER <br />7600 <br />2.67 <br />0% <br />7400 <br />� <br />10.9% <br />11.99, <br />z <br />- <br />9 4% <br />7200 <br />1 <br />> <br />15.27, <br />6.2% <br />w <br />7000 <br />6000 7000 <br />8000 <br />9000 <br />10000 <br />6800 <br />11000 11458 <br />DISTANCE (FT) <br />RIPRAP THICKNESS <br />1.5 X D50 TYPICAL FREEBOARD <br />SII PM -6 CHANNEL <br />PROFILE <br />RECEIVED <br />NM <br />D <br />AUG IM Si <br />700 no. <br />�� / /�� /�`- /�/`��� /� / /M 1 <br />Design Flow Sloye Bottom <br />Velocity Freeboard <br />`�`/``� /� �� GEOTE %TILE <br />Width <br />Channel O. (of I%1 IBW) <br />Side Slope Depth of <br />IH:1VI Flow IN (it) <br />Itpsl fill <br />Total Depth Rlprsyy <br />lit) <br />D50 <br />Ilnl <br />DIV. OF MINE LS AL 7: �E]I11CAL <br />F� <br />(WHERE REQUIRED) <br />Byy <br />I <br />(1) and 121 Iftl <br />(3) <br />I41 <br />& GEOLOGY <br />_ <br />PM -6 23 6 -7 2 <br />(Upper)(5) 23 6 -10 2 <br />3 0.9 <br />3 0.6 <br />6.40 0.3 <br />6.57 0.3 <br />I2 <br />1.1 <br />6 <br />9 <br />TYPICAL RIPRAP LINED CHANNEL <br />PM -6 29 4 -5 2 <br />3 <br />NOT TO SCALE <br />/Mid Upper) 29 6 -20 2 <br />!6/ <br />11 <br />3 t0 <br />6.12 0,3 <br />799 0.3 <br />t4 <br />1.3 <br />6 <br />9 <br />1 1a.a a[srcvOEa sixa rc...:w �xw 1awWN <br />PM -6 36 B -19 2 <br />)Mid Mid/ <br />3 1.1 <br />8.54 03 <br />1.4 <br />9 <br />a ra-a ana 1 avme • xw c IwxN <br />NOTES: <br />(7) <br />aev. BENIE <br />aEns. I DATE DESIGN BY oxawx er <br />o evrio <br />1.1 CHANNEL WAS DESIGNED TO SAFELY CONVEY RUNOFF RESULTING FROM THE <br />PM-6 103 2 -6 to <br />)Mid L-6 103 7 -M to <br />3 OB <br />3 0.8 <br />10.27 0.3 <br />13.23 0.3 <br />1.1 <br />n1 <br />1 <br />a <br />�nRINCI, MIA <br />a7/.i'!�l.IVJl VVl1IJ <br />10 YEAR, 24 HOUR STORM EVENT. <br />18) 103 15 -19 to <br />3 0.7 <br />16.1 0.3 <br />10 <br />15 <br />2.) DESIGN FLOW ROUNDED TO NEAREST WHOLE CFS FROM SEDCAD HYDROLOGIC ANALYSIS. <br />P'V.5 <br />!L <br />M��r <br />COMPANY <br />!B) r) 123 6 -10 10 <br />3 0.9 <br />I <br />11.98 0.3 <br />t.2 <br />12 <br />3.) DEPTH OF FLOW BASED ON MINIMUM GRADE. <br />I <br />- - - - "- <br />C <br />00 <br />SEIVECA 0 <br />OJ VELOCITY BASED ON MAXIMUM GRADE. <br />Pernnit Number <br />6.1 S11 PM -6 MID LOWER IS FROM POND T -29 TO POND T -2, <br />Class:j9Pelmit <br />/Exhibit: <br />V 9 I 7-^b ' hE I <br />O <br />�2V (Of Z� CqA <br />^� -.A�EL P�'�'�I <br />5.1 Sll PM -6 UPPER IS ABOVE POND T -32. <br />Section <br />- ------ ---- - - - - <br />-- - - -- - - <br />- - - -- -------- - - -_ -' <br />9.1 Sll PM -6 LOWER IS FROM POND <br />T -23 TO CULVERT 19A. <br />� Class:O Revision <br />i PROFKE <br />6.1 SlI PM -6 MID UPPER IS FROM POND T -32 TO THE JUNCTION WITH CHANNEL S11 PM -7 <br />! Type /S_eq: <br />-------------------- <br />-----.----- - - - - -- <br />10.) GEOTEXT /LE REQUIRED FOR 050 <br />9" OR GREATER. <br />-- Class:O Report <br />Hydro General <br />r c C9 ctrlx Sheet 6 01 23 Shasta <br />7.) Sll PM -6 MID MID IS FROM THE JUNCTION WITH SIl PM -7 TO THE JUNCTION WITH Sll PM -29. <br />Doc Type: <br />13 <br />cote: <br />EMExcernent O Inspectlon + WATSON <br />exHeiT <br />aG, <br />5Applica7os(Cwl <br />only) 0 Bond <br />� M Sew, <br />7-20 <br />