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<br /> <br />~. <br />~~. ~ <br />fOiQ ~48COIt a~avleZitah ~TtC 6-SF-06 <br />. <br />twaiw~aaa-cowaraunowa SITE PREPARATION & DRAINAGE REV. 1 <br />a~~r uaa crt~. ur~w STANDARD FORM <br /> RUNOFF & SEDIMENT CALCULATIONS 9/g~ <br /> SHT. 12 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT WESTEKn1 Fu 615 f~ESEKArUO in~N6 JOB NO. UC•34~ <br />REFUSE AREA 'I 2 ~ 3 POND N0. ~-?, 3 <br />gy 17. /h. W. DATE 9 • Z'I. 30 CHECKED BY DATE <br />10. SKETCH OF PROPOSED OAM/POND WITH DITCHES <br />Sa;E SH'( D-'341a-G• IZO :1,AP'~ 79 'Fort POND DETA((,5 <br />~i5 ~ _~ ~ 2.0 c.~il I <br />f <br />- <br />.. 948 bya' E, '= 2. 7.. ~=0:04 <br />I <br />.. <br />i <br />~' <br />i : D P.'ll <br />j ~ <br />A' . 4;Z 2r V = 12.47 14p, <br />I . <br />ENS7..g~l N->NEI. • . <br />~ .. iYp 1. v ~ sL~Pd h 267. ~ NP. ~ <br />~.O ~ n1 '. ~7 Z.`(r'1'cFt. <br />~ <br />' -~,-~I~I~ R ~ 0.92, ~ ! <br />I <br />j I <br />5500.... .. ~ . <br />4 I <br />t I ' ~ 5598. <br />~ l ; <br />.- ~-_~- <br />- ~ -- ~- - ----~ - <br />I <br />i ~ D: -. p:76..1. ~ <br />SLor y 1:37. .: ~ P. = 7 oio ~ V - lRti Mfr, <br />~ <br />; wp :10.99: q : _, 2.90 ~ F,. <br />~ <br />I i I 2 : 0./04 <br />00 <br />--- <br />55 <br />- I------'----r--- ----- -r--- <br />I ~ <br />i ~ I j <br />' <br />~ ~ 1 i <br />i ~ <br />I ~ ~ ' <br />I <br />' <br />" <br />~ 1,63 -Yi+O.o¢ <br />7.2 ti <br />d <br />T --- --- ~ ---- ~ - <br />~ <br />I p = O.$25 <br />~ slope ?';13.3. i a=3. Z3 ; ~- 10'.11 a:pa <br />~ ~ 1Vp•8,1(e ~ Q' 92.91 :~i, <br />j I ~ . <br />I K=o.64 ~. <br />550 ---- ---- -- t--------~-------- . <br />. ' <br /> <br />, <br />17- 1.03 <br />I <br />I ~ A-~ 6.51 ~ V- 1,64 I~F~, <br />i ! SL.Ye ?L~ b"~°/, ' `/Jp = 9. ~o Q= 52.`60' cf.. <br />~ - -- --- .~_... _.. --- - 2 . 011 ' --..-~ <br />-1---_-- " --+-- <br />E//~E2GiF.~-~W Spill\VAt~ SB[.tioNS `~II7 RAf7 ECIST~~~j <br />JE2T ~"+ 10' GNn~NEL_ . <br />rloa5 I" = 50 `f' <br />• <br /> <br />• <br />10.80 <br />