Loading...
Storm Sewer Drainage Area Data 06-13-2014Storm Sewer Drainage Area Data Project: Boulder Cove Designed By: CSO o J ob No: 14 -0105 Date: 5/6/14 Rev. 6 -3 -14 S/ATEs Engineers & Land Surveyors, Inc. CB TOTAL PAVED GRASS RUNOFF LENGTH SLOPE TC "I" I Q NO. ACRES AREA AREA "C" (MIN) (IN) (CFS) CB 1 0.27 0.06 0.21 0.47 115 grass 0.02 11.7 5.3 0.68 CBMH2 /CB2 1.00 0.52 0.48 0.64 110' grass, 60' paved 0.05, 0.01 8 6.2 3.94 BMH4 /CBMH10 1.69 0.86 0.83 0.63 50' grass, 550' paved 0.05, 0.013 9 5.9 6.28 CB 4 0.11 0.06 0.05 0.65 60' grass, 20' aved 0.06, 0.02 5.3 7.1 0.51 CBMH 1 0.57 0.1 0.47 0.45 160' grass 0.04 11.6 5.3 1.35 CBMH 3 0.56 0.3 0.26 0.64 65' grass, 250' aved 0.03, 0.015 8.8 6 2.17 CBMH 5 0.06 0.05 0.01 0.81 60 paved 0.01 5 7.2 0.35 CBMH 6 0.55 0.12 0.43 0.47 95 grass 0.023 1 9.5 5.8 1.50 CBMH 7 0.38 0.04 0.34 0.41 85 grass 0.033 7.5 6.4 0.99 CBMH 8 0.55 0.06 0.49 0.41 150 grass . 0.032 12 5.2 1.17 CBMH 9 0.17 0.1 0.07 0.67 75' grass 0.042 5.4 7.1 0.81 CBMH 1A 0.22 0.05 0.17 0.48 95' grass 0.032 7.5 6.4 0.67 * TC WAS COMPUTED USING TR -55 IN HYDROCAD I i (OF CHANHAS3 -&! RECEIVED JUN 2 < 2014 cHANHAS6EN PIANNNO j)F.pj �j Z 0 Fn W N� LL W W 0 F- O ci K m° m c v> 00 IN 0 O O z m � O �3 9 p O V ym dZ 5 m a$ W (A iW Qu O� F C� d O Cv CV Z G Z Z g [L W 2 x L m m M N O O O m a m N m M m O n O n O N m m Q N n m C n n m m M ( M M V O Cm V — O G Cm O i O rn rn r n n r r r n n r r m m m e m rn rn rn rn rn rn rn rn rn rn rn rn o rn rn rn rn o 0 0 0 0 0 0 0 0 0 0 M M M 0 inmryoMm rrrm J y r ain Novi icrvvoi vi ui vi ui ui mmmmmm mmmm � m mm rnrnrn O O m M N O O O O m 0 O N W M m m n 0 r O N V W r N n O n r m M V) V) CM mfV O NN-- 00 0 OO y 'c n n n n r r r n n r r n n n n m w ai rn Mm rn rn rn rn rn rn rn rn rn rn rn rn W rn m U no o m 0 0 0 0 0 0 0 0 0 0 o M M M o m r eo m m o m m m ry o M r r r r m n g� r; .616 nNo ui uim r v V m ui ui vi vi vi mmmmmm m m mm m0mm 0 m m m m N n r-: M mm m mmm m n0� m (n m M m v e m V m M M m Mimi e a m m N F lm LL IL .. j r r V m m M <o W m r r rn v o o m M M q fV fV V m ui tp n N N lV N N V W m W 6 LL U U d N N N m m m W N N N N N m m m m N O Z -I N a T a N I O O M M M O O m O O O O m m m m m m m m m m m p O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 C O O O O N O n m r r N M m M M rn N N M W O N O CV o-- N N V C m LL d E 2Nrnrn tG vi m m h a r r tp N 1n b W h w N m Z N v a r m o n m m m o r n rn m n m a m �o �o� m mmmmo v, u> U o o c 0 606 0 0 0 0 0 0 ommm 0 61,6161 0 Z rn a � v v o m r m r o n m M M o O W 0 o 00 W m 0 v 0 e 0 m 0 W 0 v 000 v o 0 m 0 W 0 v 5 IV In c o rv, avmm ry� mv, mM o m N 0 00 0000 000000 000 0 EMS ` 'a d- FO h V m N M m - O O O O N N m M m m m fV N N m Milo M �5 c 11, L O IV f O n M M M m N m m w M W m m m N m N m m m 0 m ci N N m N n O m 1� m A 0 O O (V N O m O O O r M Q O r m o O N n O m m m m m m O m N m m O N M m m OR O O 0 0 C 0 0 0 0 0 0 0 0 0 000 O U C M r O N rn M M O rn r- W � N m n Crn N w N J N M N rn m r m m° v C F " 2 �� °dim 2m222 C5 m m m = m m W m 2 m m m= m m m 2 Z U U U t U U LL U g U U U 00102 u x � 0 E M N LL N J- U C) UU UUfUUU UUUU W (A iW Qu O� F C� d O Cv CV Z G Z Z g [L W 2 x L c c c CD 1a a �M _N 7 �o E U U w (A 00 LL U) T 7 (6 U � � M O M It as y N N U- .2 Id � � U C ° O m a O � d V C W m U U m o i 0 m T S m it 0 7 ryV�n/, W 8 6. o N b zi z a UU V O cc: T U , .. ,rA I„4 I /^ sanitary manhole \ a A.• - Rim = 976. f9 - _ „ -. r-,unnn Vni�:1 rv,n v, VL.F . -,fllr+ ( Ij lnv. = 96559 ,.;fIV, \i -rf VV✓ ` 1 +. NEMONED y - -- o 3 t ; .MAP QED STORM SEWER DRAINAGE 760 C EISB SRE y m nhWe— Y,fE NE & SW 1ne= 958.83 ' 97 04 \ 2611! SE Inv -96345 _ 959.3 bit. mod_, _ r rNo %. _ — _ — _ _ _ w°- \ \ 9 ' I \ \ 12. \?z N L o m G .Q. F,. r p o (\ \\ �m �15` ( 975.5 .” U s \ -6 'of 4 kEMD D tr '/ q\�k, x 978. h _ ff sanitary 7J.92Ne \ / manh Rim 97392 61 dlq @^ 9� OuT Q.T � \ OF POND \ \r NWL =969 WEEtLRDE66 E LL 1pTER t IN \\ 5 pAOiEDRONNDW GN DRA \ \ OOM �ENr G F sonifary monh e PRE TO HE REN \ \ \ \ Rim FLOW 19 81 / / / / / Y' •9j2 a6' 23 ; ce LS 5oufh " s SF — —x- ..\ ..\., .960 BI. pi8 ] OUT�Or DRPJ 11E S 980 ygra, O,FS _ _ ag ''7J92 ence 23 south .I O TF- g64 7f =985 i) 7F..dHJ.3 " f�\r \ 1y 1, K ' 7 5 g 9576 ' 9 \ 6p SF g�8ryA sj y 71 9g \ . — — ?— \ 97 G _ a rvnB i/ r, I� \ 908\ \ G'99a96A3 // 98 \ 9g6 �� G \ e \ L V \ / s' \ \� 4,'96551 ly' O G s9y58 1 9!2 G4 \ 9196A0 \ Gf. 9g11 g OF 0l b\ r�f1.0 f?o\fly pN / ! ) 9 D+ � G 5T -103 i 9 __O II O (11G \ t�91Aa \\ J /// 918 Jpt \Si GP / / ��f�\ �y �✓"/ / \ 7 LL =974.6 >g \ / / • f f /r� / \ UllGfy /i / 91A.Z ,G'aFj k ,,r o of (` '4� SEMENT 5 B 'rte PGGJED / ''` p�r�5�' ►pxf it ` Ego 0E RE j ' d/ , s F , cN dd°cl \ %f C;ITY RCH A SEN: E H K Y E / / # E c ¢ , tg1p8 8 g \SgEGGVµF.tAO�D JUN 27 2014 r'D. CHgNHA9KNPiAkNINODEPT / `\ s� I