20071995 Ver 1_Site Plan_20110725

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I / Ill I / i l I ~ / / ~ \ / v ~ ~ ~ _ ~ A ~ i ~i / / / / - V I - i i ~ i i _ ~ i ' ~ i , _ _ - _ _ ~ l l i i / ~ / - 1 I / i I ~ ~ ~ ~ A A i
' v ~ ~ ~ v 1 ~ ~ i/ i , 1 / i / / /Ill ~ ~ l ~ / - / / ~ ~ ~ ~ ~ ~ / ~ / - I ~ i ~ i / V / i ~ / / / l ~ l i J ~ ( ~ ~ i~/ i / i / ~ ~ ~ 1 I'-• / ( / ~ ~ ~ ~ J ~ _ _ ~i / / I I ' _ - _ _ - - - ~ - _ V A I / / / ~ / ~ ~ ~ / ~ _ I _ ~ ~ ~ ~ i I
/ l / l~ ~ l I / ~ _ / ' / 1 / / ~'/i//~i~ ~ ~I ~ / I / ~ i ~ I - i~ i~ / ~ ~ III/l'l _ ~ \ / I ~ ~ ~ / i / / -~\V lull ~ ~ A - / ~ ~ I I
r~ / ~ , / i - ~ A A F / / / i _ ~ w ~ / I~ l -
i ~ 1 / ~ ~ l I ~ ~ / ~ i / / / 1 / i i I ' i ~ ~ i~ / i~ 1 i i` ~ / i / , _ _ i / / 1 ~ 1 ~ 1 / / l l / / / i~ / / ~ ~ ~ / / / / i i ~ ~ / I / / / Y l I V r ~ _ / i ~ , ~ / i i ~ - I / ~ ~ ! I I / / / ~ ~ ~ i ~ ~ ~ i
/ i i / i / i i ~ / ~ I - / l I 1 ~ i / ( ~ ~ / / 1 I l l / ~ I / / / / / / --1 / ~ ~ / 7 / / i~~ / - ~ / ~ ~ , / t ~ - ~ ~ ~ / / / i / ~ ~ A / ~ \ / /
, \ / / r ~ ' ~ i ~ ~ / / i / / / i i ~ i I I ~ ~ / - ~ i / I / / _ ~ I / / / / / / ~ I ' ~ / l / ~ 1 1 ~ i ~ /
~ , _ i l ~ - ~ - _ 1 / ~ ~i / / ~i / / l / _ i ~ ~ I ~ ~ ~ f ~ ~ lli l / ' / / / ~ I ~ ~ ~ - ~ ~ I I
i I ~ ` _ / r / I ~ ~ 1 / / / ~ l i I / / I l ~ ~ I t / / / / / ~ 1 ' / - / \ / i ~ I /
/ ~ ~ ~ \ \ / / / l i / / i - ~ ~ ~ , - - " / i \ ~ i~ / 1 - ' / _i I I ~ ~ A V 1 ~ / / 1 I / / i / / I ~ 1 - I ~ / ~ / / I ~ / / / ` l i , i 7 1 , - - ~ ~ \ ~ ~ I / I / i ' / i A
/ ~ ( /l i i/.i ~ / / ' 1 i~ ~ ~ i/l,/ /,;ice. l ~ ~ , / _ l ~ ~ I l I / / ~ - ~ / / / / i / / - V ~ ~ ~
I i i / i i / ( I ~ ~ ~ ~ , , I / i ~ i I, i i ~ ~ ~ ~ , ~ ~ / ~ ~ ~ / l ~ / / I i / ~ / l / ~ ~ V A A _ ~ - - / ~ l i ~ / / ' ~ ~ A _ i ~ / / , / ~ / i
1, ~ i / / i i ~ i; l I 1 I ~l ! ~ / ~ ~ ~ ~ ~ / ~ 1 ( ~ i, _ / - / ~ I I ~ ` ~ _
/ - ~ I i I I Il~~ / i ~ / I l / ~ i' 1 ~ ' r I ~ ~ ~ i / ~l///'//~ - - ~ ~ , / - ~ - ~ - ~ ~ , I ~ _ ~ ~ ~ i ' - ~ / i" - ~ i ( ~ / T ~ - - ~
~ - ~ ~ ~ ~ i , ~ I li'. - ,'i;' _ - i ~ ~ ~ ~ ~ ~ l/' iii/i/// / i(, ~ , I ~t,.,i ~ ~ ~ ~ ~ ~ / ~ / ~ l~i ~ ~ ( iii'/i/i ii / - f~~ l~ i I / ~ _
~ i ~ ~ A , / t I I i ~
t . , l i ~ i i ~ i ~ / , ~ ~ ~ - i 1 ~ ~ ~ ~ - / i A_.. ~ ~ ~ / ~ _ _ i ~ ~ _ i \ \ i / i ~ i - - ~ v / ~ I ~ , / ~ ~ l ~ ~ ~ I / i
- , / I / ~ - ~ OVA ~ -i~. _ ~ i ~ ~ r ~ ! ~ , - , ~ ~ - ~ ~ ~ , ~ i ~
' / I ~ V A ~ i ~ I ~ ice,/~.A ,AA ~ ~ ~ ' 1 ~ . ~ A i ~ i / ~ , , ~ ~ ~ i l ~ ,
/ BASiN~1. _ 6 1 - ~ ~ ,Dls~urbed 6.0 / ; . ~ Oac _ , , , ~ I; _ 1 ~ / - ~ v ~ i / / ~ ( ~ ~ ~ I, i ~ -
Dist gibed 1400 ~ ~ . , ~ ~ ~ , ~ ~ - ~ ~ ~ ~ ~ , , ac. ~ , " - - Drama e--14.50 ac. a 9 ~ , - - _ - - ralna e 1 6 ac.~ Q ~ ~ _ ~ ~ ~ ,
. , 9 9 ~ ~ ~ , - BASii~ ~#5' r ~ _ C-VALUE-.0.65 _ _ 1 - C VALUE ,0.49" / i ~ ~ t , _ ~ '
T =1 ~ ~ Disturbed= 0.65 ac; ~ . ~ ; , - . _ , ; , ; ' c 8 min 1 ~ ~ - ~ / k,~,5 mm~ , - - - Q ~ ~ - Drainage- 0.65 ac ~ , ~ 10--42:6 cfs i ~ ~ ~ j _ r ~ ~ i ~ / - \ ~ /
, Q1~"~ 4,cfs~ ~ , ~ /1 ~ s ~ r""'; 1 1 ~ - ~ _ ~ C-1lALUE= 0:50 ~ - ~ , ~ ,i~> ~ ~ / _ • - ? I / ~ _ ' - / i ~ i 1 / ~ / i i ~ ~ ~ I i i
rt ~ I ` ~ TC= 5 null. ~ . _ ~T r r ~ - i(ti ~'~/i~ ~%q/~/i;, ~ _ ~ / , - BASIN #3-Ph 1 ~ / ~ ~ ~ ~ ~ f ' ~ / ~ I l , I ~ / - / / ~ i
s u bed= 3.50 ac. ~ - - - - ~ ~ - _ - 'BASIN #7~ ~ ( / i I N #7/ ~ ~ ~ ~ ~ ~ ~ _ /
_ = Drainage- 4:80~c. ~ - ~ ~ ' ~ l „ ~ , ~ ~ ~ , , , , ~ / ~ ~ ~ ~ ~,I// / /ii i i v ~C, ~ / D~i~tt~rbed= 0~ ~ , 1 P , , v ~ , (I/ ~ DKain = Ai83 a''c. / arbed d.62 Vic. ~ ~ ~ ~ ~ ~ - /
ae ~ ~ 1 ~ ~ Tc-10r»ln. _L 1 ~ ~v ~r ~ I~~' ( g 1 ~ ~ ~ t~,ri ~ I ry ~LlJE`-'0'~~ v _ _ ~ _ _ ~ ~ v ~ v v ~ ~ / , ~ ~ ~ ,
~i1 n' 1~~~(,~~1,~efs i ~ ~ ~ ~ I V ~vVia ~ ~ ~ ~ ~ V 1_1~t~ III///~///~~/-~ (i ~ , ~ ~ - a, ,1 nl~u defied =Pty ~ ~ ` _ - / I ' i,, J/i/C/ , ~ ~ ~ - - ~ , - _ g min', ~ ~ l - ~
U i`~ i ~ , i I 1. ~ / / /l ~T ~Y ~ll~~~}:~ r o- ! .r' ~ v; ~ 'I ~ i I I / ~ ~ ; %„i/.r////l %/i i ~ Q - Cf5" R,r ~ ~ ~ ~1,SI , 1 I I'li f /f~ rl U~ ~ / , , ~ ~ : ~ rr ~r~3ed= 70 ac. ~ ~ ~ ~ / ~ `1',, _ ~ ~ ~ r , ~ l- ~i ~ ~ i ~ ~I,.. \ 1 111 ~ I 1 ) ( ~ i i - ' , - - 2.2 .cfs ~ ~ ~ _ , ,
i ~ / - ~ _ yr 70'IaC. ~ ~:~~I111III~IIi I~ aC~vi//(d,~llL %ll//////l/~///%i'' ~ - - ~alAa~e-~, ~e ' \ ~ ~ lr A r7. I 1 ~ ~~d9lj~J,11 / ell( / ~~l ~ ~ - I ~ ~ L 1/i/I) ~ 1 11 ~ r~ ,Nr /I /ll I~ ~ ,r ~ ~ I,1, CVAf~UE~~~. ,F- ~ ~I 1, ~l( l ri////~i/,/_;/.=~'~~~ ¢A~SIN#~A~. SIN #~A BASIN -
, / ~ 1 ~ t . r ~ ~ ~~Y~UPI ='i ~ I 1 r / f, ~ /~i l 1` / ~ / ~ i i ~ 111//q ; I r ~ r / ~ isturbed ~t,, ~ , , ~ ~~,w~11 Tc= 5~min: I; 1-~ r/ ~,///,/l, 11, ~ ~,U» 11111 ~ ~ R' = Q.66. s# #9 ~ _ urbed 0.66 ac. -Disturbed= 5.01-ac. ; ' ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ _
~ ` ~ ~ ~~'J~,~ 1- 1 I i a Ra IH~I l //////lam .t I rl~((~ ll(ll~/~ - f 1 ~!s A i ~ ~ A Q-~ ~ 3 CAS ~ ; /i ? ~ 1 i ~ ~ A ~ i ~ ~1,, J ~ ~ ll, ~ , b1,e11i / ~ 11 i 1 l>1 l /j 1 Drainage- 0,.66 ~c ; hpi 1 ~i/ ~ ~ / i/~ ~ 117 I I(f'~~Nll ~11~~)(il~(~~~/'/ / ~ ~ ~ i ~,i i + ~ y... ;l . A V ii rim . n- JJII~~'~~~,, 1 1 . - - i/~ J ll~ 111 i/ l////// ~ i i 1 111 111~~\t ~C! I !dl////l//%i- ~ C'VA~.U~' iQ.~J~ linage '0;.66'acr Drainage= 5':01 ac. - ~ ~ ~ _ _ " v ~ /
, t ~ 1 1 i ' ~ ~ ~ ! ,/,///w~j~ , l/ i ' V it ~ Ili l ;lJltl 11 / ~ ^ l5 s ~ ~y~, a i~, ~ i I 11\ ~ ~ ~ - ~ t1 "r~'-I2' - ~ -a.yi--o ~ l I I II. I Il ' I ~ ~ ~ ( , ~~/l ~ / V I 11111 t 1 , 1 i I I II ~ , 1111 1~4/ l ll (l / - ~ _ _ --2 ~ / ~((~n, i ,ll l 1 - G t 11 I ~ 1,,1~ ~1`~ /illll ~lj (~((/j (/I I t ~ ..E: _ 7. , ~I ' r~`- 511111.. ~~Al.U~-',o.5q ,C-VALUE= 0.50 ~ ~ ~ ~ - '5 min. Tc= 5 min. ~ ~ _
~ ~A , ~ _ - ~ ~v~ h-~ ~ ~ II 1 v, Till (l _ ~ 1 ~ . ~r . w ~ /lr! 1 ~ I , h 11~~1 I I)d,~ll 111 ~ ' Q10- 2:~1 efs t la= ~ ~ ~ , „ ~ - - _f///r/ r/ I It~~ill' III c I ,I,I~ ~ ~~,f ~ _ ~ c ~/r~~ I ~ I 10= 2:1 cfs` Q10= 16.3 cfs `
1 ~ ~ 1 ~ _ - _ - - _ ~ ~ I I ~ li,, 1 id1"~r'" - r-~~-"' I I ,11 ~ -..III I~ (t ~ ~ ~ / ~ i , 1 ) _ ~ 1~ i i M I! ii III ~ ~ ~ I I L~~~~ , I , /I/14iX1 ~ liu SV I / I fll I~ II 1I 11A AAq~ r 1 r., ~ 1 ~ , ~ ~ l r Iiii l,,r I 1 111 II~ ~ 1 _ l 0' i h ul I I Il it III 1116 Q 1l 11~Q ~ ,1 Itih ~ _ _ r~~ / / 111 ~ I~ j~ll i,ll,( I I r Rll~ I ~ ~ , \ / } I ~ ~ ~ ' ~ ~ / / / /
s.. _ - ~ , _ _ ~ ~f t ~ , , ~ , / 4 I 111 i ~ ' 1 t I ' 11// ( J' t, / i~ ~ A '1 ~ 1, / _ H'y`~ . ~.~~.'~_'%:'"r--' I ~ 1 L. ~ ~ ~ ,.-ti ">T. ~t, i.. / l ~ //(,-_y1. /(1 (~f II I I ~/~/////S 1111 Ill c A S ~ y~lL / ~ ~ v 1.„'~i ~ /r /!1 , Alfll~l((ll/II Up /iiii~~ i/III! ,~i~',~ / ~ , '1///~Iflllll;~l~~ ~ ~ _ / / ~ _ -
i,~j ~ / ~ ~ /J~f ~ It~a,~lf (II ~l III G~~.v~1~~/~~~i '~r)'"~~ 1 ~ ~1 1 1 ~ 1 ~ i~t ~ I , t ~ \ li ~ 1 I i I ~ ~ . / ~ / ~ ~ ll III ~ t(I ((I ~ ~ l~' ~ V ` ~ - ~ A - - I II ~ 1'~ /0~l~ ~ BAS tN #12: ~ ; ~ ' ' ~ , ' ~ , ' ~ , - I " - -
v i ~;d t I d 4 ~l ~ , la l 111 >~Y f \ ~ ~ ~ ~ / ~ ~ - i 1 ~iL , i 1 / ° l// li ~j~~(/dl////~/////l9 / 9 I(/ ll 11 n p I I(~ ~ I 1 ,/lllir~ ~ , - - - ~ \v~ ~"Ilu ~ ~~~lfl~~ , , _ - ' r Disturbed= 1...08 ac. w - - _ ~;,v~~u`v ~ ~ inage~-'1~3 -a ~ _ r~
i ~ i. / ~ ~ r l~ialo l ~ i( ~ ~ / i ~ _ ~ ~w(I I .~~AAAVQA\1111~INI111 l I 1 \ ~ ~ , 6 ~ - / ff ~l ill,tll j// //l~ ~~i/~/ /,~~i~' - ~ /l~ ~l 1111`\111111 I~i~ / ,ui/~ l i ~ ->1.~~ ~ ~I _ 1/1 I i l 1 =~~~.~i ~ ~/`ii i 1l / / l ~ / l ~ ~ ~ J((i I, ~ ~,1 1 Il~(I 1}~~,, / ' I / ~ l S / f i l l / ~ - ( ~ ~ / , \ r'~ i 1 ~ di i /l/ i Il/~~ ~ III 111111fI(I`' 1 ~ a r~ - / I ,~,1/~ r . , _ - " c _ _ C~UAI~~UE ' 0:46- 11~ ,
- ~ 1 \ ~~i>.: ,~i _r'~ t, ? , ~ - , -iii ~ ,l/ l~l,(~ ~11~.j~/%//'//// /in r/. J, ~w 11 nN ~3v vT. r//?''~~ ~I~,.U.11`l ail. y~ q.,~ I . ~ ~ / ~1 1 - ~ 1 ` ~ . i; ~ i I 1 1 Ai. ~ ( / ~ ~ V !Y ~ I,,,~(~l / /i / l / ~ / 9 ~ ~ 1 Q ~ ~A~11 ~s ~ r ~ l ~ ~ I ~ ~ II ~ . , ~ ; rs. ~ i / -
"~i1 1 \ I ~ ~ ~ / i ~q6y ~ l~ ~ 'f i 1., I ~ ~ s~~(/~111 III/1~ i / ~ ~l { = 11111111~/~~-,~" 1~ //I/, /J `I ~ C ~ ~ 1 ~ ) ' - , i I I r ~ I \l i/ ll / /J/l//// ///l I~ 1 a , ) 6 v.. f / A t ~I I!~' ~ ~ ) , / i; I I \ . „ 1 ~ / ~I. 1 a„ ~ 1 ~ v( I I ( I i 1 ~ / .1 ,.,~1/ I I , ll,ll i,~;~ ~ ~ / 6 / / /i I I \ ~y~ ~ i l l~ , ~ ~ l l . ~ m~', s~ ,`p~~' ~ - - ~I I I I qi!!/ f~ ~ / / . r \ ~ V 1 1) - ~N I(~i P ~1~~t~ ~ ~ / ~ / ~ ~ 1 / ~ - ~ rs / _ - Q10- .4 cfs '3 / -
~ v . ~ - , . z I I 1 ~ J I ~ r / , 11 1 i 1. 1 ~ 1 1 i11 '"~I( I~.ll/ . _ 1 1~ h, , ( ~ ( ~ I~yev i ~ .plll II l ~ ,y, I~. ~I!(//l1/~~I~/~ ~//1, ~ /,~~1 ~ /~)f ~ ~ ~II111/1//4.(I~~ l 1 ~ ~ 1 / i ~ 1 i i~ ~s:-1a/ ~ l „_L I~~ \ ~ ~ - ~ ,v gll~lil II ~ I / I 1 II J///`~~/~!/N , i s ~ 1)J (1 ~J I ~ I / i ~ II I ~ ( 1 i ~ , \ q~~ ~~.\~A.Ac A l r _ ~ ` V~\V 11 ~ - - -
~ I~~.- ~_.~.ri" 1 / --__e'~___-~- i i _ - i,Ill A~ 1. A 1 JI ~ ~ ~ I ~ i r '-_~i/I/(~O// ./~i ~,A~ / ~ v ~1 <,l_ - ~ I~H I~ _ ll / iii ~ ~l~ /~/l ll ~ ~ \ I , , ~ ( - ,_:j,' i • 1 ~ ; - I ~ 7 (r G bri - - r/i/ //i ~ .1 I 1 ~ ~jr%~( 11( l~/ ~I \l B Sl #13 ~ Disturbed- 2.11 ac
/ _ ~ 1 / , , - L ~ /.17 1 ~ v A ~ 4, iii////i i~ / ,I ~ I i' 11 >;.,~d~/~ /111 ~ri~ (17 % i ' i ~ - i i ~ I EY F: I X41 I ~ ~ ~ }t \ / \ \Ql ~`l\\\, \\\\11~ i ~ Drainage= 3.5o aC. jig ,'~v iii` yll;\\\\\\~\ \~l ' ~ ~ f';
~ E. ( ~ tie , i 1~, ~j i ~ ~ 1 J iN~l I!; ~°Z 1//~ / / ~ / ~ I/ v ' ` ~ , ~ 1!~ ~ i 1 ( 9ll(iir%i ~ ~ / / 1, A~ rs.~ r,`\; !}Il l/ ' \ \,l ~ / ///,'~J1.,7-~~\ Il!\1\\I1~~1\1'I IIII' IIII\~~~% J(~ii~/Ji~/\; CwA~VE= 0.44 _ _ _ - - ~ ~ \ ~ _ \ , t / - ~,,II) ~I r tl' I ll~ ,lyl/l/ f ll I l~r ~ - _ / / , C.l %;l !//1 //~l 11 111 /~/l~7//////! ~ I illy}I~-~ ~~C-~I~o".min. ~ ~1
1 d ~1~. ( / ~ 1 1 v - r I 1 / /ii i Il r;-,.,:,~~~ , ~ 1 ` _ ur~i r,%//i/,f ~ ~ ~i,~~ . ( / - ~ ' Q~-~/ ~ III I/ l/ , ri\\\~\ \ %j j) ~ . `.\J~. j%~/j///~//j//J/j~~/%/ "/j!ll~l~l//llllj%1 Il pI~ % ' ` . ~~~i 1 ~'~s:5-Cifs,
1 ~ - , ~ ~ r lei / ~ A ' ~ , ~ 1 ~ 7 ' l l 1 ~j ~ t 11 ~I A ~ ~ i i ~ ( //~r~~~~111 ~ )al i/ I ~ ~~yi;.~l/1~ _ i ~ .
1 1~ ~ ~ ~1 11 1 1 r ~ ~ o / ~ ~ ~ ~/ii~~ VI C f ~ / V / (J'i~ 1111\ ~ ;f!" 1 Ij n I , ~I1 J ~ - \V ~ ~ / / /9l//' _ \ i ,
I ~ ~ ' - , ~ / / - ~ ~ ( / / ~ ~ V J 111~r. ~ -,i~~'- I11~ ~lI/~ - t° - I ~ / 1 ~ , ~ - , - ~ - BASIN #4 / , ~ ~ I (~,~I ; ~ I I ~ % u~ ~ ~ . I ~ / , , , ~~I « rii / ~ = 24"~ Existing Pipe Inlet Ph-2 ~ v ~ ~ / ~ IIII I(~ ~ r,~~ /i _ , ~ _
~ ' - ~ Disturbed 3.64'aG ' , ~ ~ ; 1 , ~ I ~ / Iu~ ~ q I \ i 1 r I 1 m - - ~ ~ , - , ~ ~ 1 1 , ;DlstUrbed_,2:16 aC. - ~ 1 ~ ~ c I I ~ / %r( ~ ~ ~ =v~ill 1 , / ~ , li, ~ / i ~ ~Dra ~ ~~A '1 it ill Dralna -9.20 ac. 1 I 1~ _ ~ ~hi!~~„ /1~1 li~j~/r// ~/llll~Il`~~/i~~l//~/%/~~~_ i~ ~,J~ I1~)//1))~II,i~; - iiiy ~ _ ~anaee= ~15a_C.~ ~ ~ i~
I - 1 / / Lna a a~<, ~ 7 t ~ ~ _ ~ ] d.- / / ~i ~ G VALUE-r0.45:~ ~ i 1 - r'/('~,~ ~ ( n ' 1 I ~ ~ / / ~ ~ ~ I . 1 C=VALUE- 0.42 ~ I r~ 1 , ~ ~ w ~ 4 ' //i i'~ ~ I 11~~ ! / ~ / / i 'a " c..- '~~i~i/i ii%/ r~ _ C~V^~LUE- 0.45 ' i/ / ~ / ~ i i 9
/ i ~ i ~~l Ic- ~ ) l ~~~e_~~~ y ) ~~L~_\~/%~=~=~'%~~> ,/'~~/r'/~~~>,~`~~~. ~ `~4 ~C~`~,~%~%/r, ~j~ ' l%~ ~-.Tc=,1Q min:"- , ~ ' i
I ' ~ ~ i ! ~ ~ 11 4~ CfS / ~ ~ ~ ~ 1 ' - 1 ~ v("j ~ ~,iv1 II ~r ll , J%~ Q1~-^ 12. I Q~ ~ , 11 ' ~i ~ ~ i i - 1 ^ - ~ /~"'ii/ / ~lf~~ ~atav ' ~ ii%%/ i~/~ , Q10- 2:8 cfs _ I i
f ~ 1 1 ~ / , / ~ A `r ~~1AV ~ V ~ 1 i / / ~1N i~ ~ ~ ~~~~V~V11~.~~_,i~ ~i , p ` 1 ~ _
I ~ ( , ~ / ~ i ~ ~ ,i i - / ! / i , ( / / ~ A ~ ~ ) ~ 156ui~UP.~= 0:59,ac. 1 i ' - J~~ ~ \A" I - 1 t . ' ~ _ ~w ~ i/_ ~ _ ail'^~~// /I /I r~ l / ~ l1 ' t ; `H ~,:1 \ I ~ / _ ~ ~ i ~ ~ /
- _ ~1. ~ /~~v 1 ~v l i 7 ~ ~ / , ~ ~ ~ ` rain ~,~6:94aC. ~ ~ ~ )11 ~~/i~'~ , ~ , / ~ 1 I / ~ ~ r , C-1lALU'B ~~1, ~ ti ~ i 1' i / ? / ,.i"" Al ~ ~ ~ ('°,~...A i i "i r /i / i ~z tea.. ~-AA i~ . ~ ~ r ( Yi i _
~ I ' ~ ~ ~ _ i 1v lI ~~rij///iii , / i / ~ / -'fc 9 0 min ~ _ _ - - ~ ~ ~ r/// /~~///~~ii/~~ ~ ~ i ~\j 1 I "~l/ ~ ~ ~A 1 ~~l / _I ~~r'" ) iV l~i~ I~"'>~<~.-c, , ~ J ' /i ~ I I / ~ / ~ ~ {l//~//// i,~j~j ~~~J y-._ ~ J. ~/i - ~ 1 . Li ~l(I l . ~ / / ~ S, -_l~ I ~ ~ ~ ~ 1. I ~ ! / .
, i ~ _ _ ~ ~ ~ - - ~ _ / ///1 /L////~~~~~~i~~~i ~ %~i (S/~%~_.% -~~`~111 ~l /41\1 / V r,-~ / a ~ ~ _I`_I fl ~ 1 ;IIIG'/-11 a ~J 'r',A\\~~ I ~ i
~ - - - , ~ i , 1 I i ( , , l/~~ . ~ @~l}~ //1)(j/ ' ~ ~\V1Vll ~ l ~ I i ~~i~: ~ _',ti 1. ~ i y, J_e ~,~~~VAAII/ I I / i~ / / ///~/~%~Jf//1/ l%i ~~r~~=_-__~;=~ A~I ~1`A1A ! /ill. //l J 4 l I _ _ ~_i I r f ~ \ II
~ ~ , - ~ _ / ~ `.i ~ ! ~ / / ~ , 1 fI~/~~ ~ 1 ~ _ ~ i i~ ~ _ ~ / / Ili - r~ - ~ , BASIN #8C~ ~ ~ - _ 1 _ , / ~ ~i - - = \ , ] ~dv (l H 1 / l / i ~ ~ i~ ~ ~ ~ r-~~ i ~ ~ 7 _ /'~_z~ ~,I I I I~ f ~ ti ~ , / / i ,i _ / I / I /ai~a~ - 1_ ~ r'.- V l I! I / I J - 4( ~ll 1 / fie) r / 11 ~ / 'i~ ll /i /i - - ~~A ~ //Il, I/~(SI !I (1 I ~ I\V ~ ~t i / I 1 f / w ~ ~ ~~Y ~e Rk~~ l / " ,,i i / I// / ~ t~~ ~ l/! jl.ll/ !,7)~ ~/;/!//IIII IIII IIV~~Il1i~~l(I \ v ~ _ T~~;~.~~' L,. ~'1f1~ \ //1/ ~~g~. /I ~
- - ~ i ~ ~ ' ~ ~ c.Q ~ I ~ . , ~ , _ _ ~ _ , ~ isfurbed .1 ac,' / ; ~ ' ~_~~/i/~ij'~ `"`"`~=i ~'~~"')I~///T////// J//ill//~ / IA~II 1A>~\l l`1 \VA~~~~~ ~ ~Z ~~,~.,iih /1 ~'/~1/l"11'>~1l~hss~~ i %~i~.„~!~--=~--_". j//~~//1///~/l ,`,,~,t /III III~~~~~V(~A1\ ~~vVV ~ ~ ~ .vim ~i~~~." a~ L :tti~iA` l,lll /l I} / i
1 , / ge> ,,0.85 ac. 1 i ~ I / - ~ , ~ ~ / ~ / ~ i v , ~ I , - , , , ~ . ~ ~ ~ C-VALUE=O.-42 ' ' / - , / ,~i~:-~"t"~i~:c //~iiiii~~il1~/ /~i:~~VA\~\fll\~AA\~~~VA~\~VA ~ A~ ~ rVA \l \ A`~~~~\l~ Arr / I ~)/1////v////~/II~1VA r` / / ~ ~ ~ ' ~'~~i,-'- ~ ~-~-i~ ~ ~ ~ i ! ~%~j///,/i ~i~ \\V\ VA\~A AA V ~\~~~A ~ ~ A ~ ) I A.~~\, ; 'A\~ ~ `x/11 V AA~~~ ,1 Il ~ ~ ~ ~ ~ L. ~ ~ ~ ~-~l ~~,/1~~, ~ ~f / l ~ I ~ ~ . / ~ /l / / ~ r ~~'•~!j: A~,, / l////i/////j~j~~/ ` / .~~~~VJV A\~~~~A~V ~ ~VAVA / J ~ ,1~ ~ ~lll 1~~~. ~C'/~/ IJ/~~//dj(((".~'--i - / /
` ~ ~ ' _ / ~ 1~ i , 1 ~ I / ~ / !~/iiiiii~ i A V A A\~. tel. ~ ///?q Ar'.//~ ~1////~/ _ /
, , ~ ~ l / I / ~ l ~ ~ - t / i ~/~/iiiiii//~ / _ _ _ ,%lf~~(i21 r~~Vv~A~1 ~ VA ~Vil fl / /i ,,..r } ~ / J 13~~ ~r ~~ll ///t\\.~-i'ii' / /,/i/~ii~~/%j%~ ( - - _ /1 ~ -mil ~ ~~'~~i~1 \ l l h~i' / / A / ll~/ ///~(~1 / ) i~ _ _ i ' i i~ji~/~j ~ ~ _ r ~A ;ll}!.~ AA \ ~:,~~~-'~i ~~,_t ~ / AA;~ 1 / l~ l/ 1 I (l 1 ~ , ~ -
~ I ~ / / ~ ~ , ~ ~ ~ ~ ` ~ ~ - ~ ~~Dlsturbed-0.23 , 1 ~ . ItV #11A - ~ , . ~ , ~ , , ~ ~ ' - _ - , / ~ BAS BAStN#11A ~ - Z~<w~,I~I~~~ z~ ~ ,Ir lln/~<v '=fr ~ ~ /I~~w~~~~~,~~~~~ _
1 . , (1 / ~ ~ , ~ ~ , , , ~ ~ ~ , ~ , , ~ ~ ' rainage 0.23 aa. / ; ,D,lsturbed- 0~ i ~ D - ~ _ ~ - - - - ,D,isturbed=.0.44 ac;/ ~ ~ _ _ - ~;,~_~~i;~,~`wz,~ !/~l~rr~~~~~~.; r-' _ ~ 'i0,'`'~ v~ v~I`~- _ l \ 4 ~ _ _
1 ~ ~ ~ 1 1('~ ~ ~ / ~ ~ ~ 1 ~C-~~iLU~ 0.50 ,',drainage-Oa , - ~ ~ ~ Tc- 5~ ml _ - Drainage= 0 ;44 ac: ~ - - _ _ _ , . - ~ ~ `v 'i ` ~ `ivv~,IV I - _ ~ _ _ _ - ~ -C-VALI.lE= 0.50 , - r _ ~ ; _ ~ , )il s /I~ ~ ~ ~ ~ F 4~~,,,,~~, , i ~ ~ ~ ~ ~
i ~ ~ ~ r~ ~ _ ~ , i I 1 - ~ ~ , , / / , , ~ / ~ , Q10- 0.7 cfs ~ Tc= 5 mug. c ~ ~ ' Tc= 5 mi:n. ~ ~ ~ ~ - ~ , I ~ ti 5 , J , ~ ~ l S~,_ ~ ' ~ T-i?, ~ _ i
r ~ , -Q10=1.4cfs ~ - . ~ t ~ ~ ~c //;,%r / l
/ ~ . ~ / ~ ~ _ ~ 1 / ~ ~ ~ / _ ~ i A l . ~ ~1 ~ I / / / - _ - ~ ~ ~ 1 i ~ i- / AA V ( i BASIN # 1'B- ~ -
~ ~ r I i - , ~ I i ~ s , / 1 / ~ ; ~ ~ / ~ / / ~ ~ ~ ~ I' - r ~ - . _ ~ gisturbed=2:25 ac: ~ = - _,/~1~;'~~' - i - ~~%~/,~~r///!(r<i(~;(~~-
~ i i i Drainage=;2.50 ac, ~ - ' ~`y ~ i / ~ ~ ~ , J ; ,~~~~~v~'~~\t rI l/ ,
I r i ~ ' ~ ~ I r , ~ ~ I / ~ I / ~ A ~ 'i t _ ~ i" / ~ ~ i / / . / . A ~ I ~i I ! i 1, ~ V ~ ~ , I - - i / , A ' ~ . 1 ~ ~ ~ ~ / ( 1 ~,i i i A ~ ' / ~ ! / ~ i ~ ~ / ~ ~ i ~ / / ~ /C-VA~U,E= 0.48 / ~ v ~v \ ~ - ~ / ; ~v~`~v~ v~~vvi~vvvt u~~~ i ~ t _ i Tc= 10imn.i / / AAt ~~~-\~A 1 V~~.~ ~.,w~~\~\~\V AVA~ ~-,f/ / i ~ ~ A
i ~ ~ ~ ~ / / / / / i i , / I ` f i r' i, A / ~ / A I - ~ - / i ~ / ~ ~ ~ S 1 ~ ~ I , l ~ _ , l / i / - / / / Vim`` ~~~~~Ay vv ~ ~ ~ ~ A~~~i ~,.v, I ~ ~ yII~ 1I ~ / ~ Q~ 0- cfs i - - i ~ v / > . _'z_`_ ~ ~ \ ~ ~ VA\ V r ll~ t I I ~ ,
- ~ ~ ~ i - i ~ ~ r ~ ~ ~ ~ ~ ~ i ` / CJ' 1 _ _
/ i i BASIN#11C E fr~'= ~ _ _ ~ \ ~ (Disturbed= 0:3$-ac. ~ I// I / I - . rl. wvv\~~,I ~ ~.wvv _
_ ~ - l l I l i ~ Drainage= 0.38_ac. ~ ~ r 1~ ~ l - ~ l l , l/'!/ll"! v , vi'~It-~~}~ ~:~"v ° iStur-bed= 2.27 aC. ~ ~ ~}v~ v~ ~ ~ ~~~~I _
C-VALUE= 0.50 _ _ / r/~ ~ ~ i~ ~ ~ ~ ~ y I~ i i
i , ~ ~ ~ ' rM Tc= 5 min. ~ ~,'~';;/l '!:i/%/~~)INI~j;I,~sl~~,~,,v~w`` DrVALUE- 0.46ac. ~ ~'~,w~'~. i ~ _ Q 1,C~= 1.2 cfs . ~ ~ , ~ i/, % ~ _ n ~ / ~ v ~ ~ ~~v~~ ~-0, ;
I / _ _ / i ~ ~ ~ _ ~ / i , , / ~ ~ - r ~ ~ ~ / / ~ ~ ; ~l i ~ - - ~ l ~ " , / / ~ C - N t( \ ~ ~ ~
~ . ~ / , i, ~ \ V A / ~ / / I l I ~ i~' / i / i i, - ~ / - _ ~ ~ _ ~ , ~ ~
~ _ ~ - ll / / ; ' ~ ~ , i ~ ~ ~ i - r i ~ - ~ i / ~ I ~ , `,BASIN#14A ~ ~ - ~~~~-%%/s ' _ ~I
, i r ~ / ~ //1~ ~ ~ _ t ~ I / ~ r , ~ i ~ t , ( i _ i ~ ~ _ ' _ t , r ( , / / ~ l l ~ I ~ ~ s 1. ' ~ ~ ~ ~ ~ - isturb o ac - - l / ~ i - DrvAag E 1~L30 ac ~ ~ _ _ ,
, / 1 I ~ ~ 1 ~ ~ ' ~ ~ I I ~ 1 i ! I / - - I LU
- I~ , ~ I - ~ ~ / / ~ ~ 1 ~ ~ I 1 / ~ ( ~ ~ i - - _ _ -
/ ~ 1 1 ~ ~ ~ ` - i ' ~ 1 ~ - - r I r 1 ~ ~ / / i ~ i~ / / ' - ~ 10' 3.3 cfs- / / / i ~ / _ / .
/ 7 ~ ~ v i i / / ' ( ~ ~ ~ ~ ~ - z ~ r ~ - , 1 / ~ / ~ , ~ I / ~ i - i , / - / y / / _ _ ~ ~ /
~ ~ - r - / l ~ i i' / / l I - - , / _ " - BASIN #15~ . _ _ _
' ~ / i I 1 ~ i / / / / / / / / i ~ ~ f I I ~ V A ~ ~ i i / / ~ / D sturbed ~ 1 L5r-amage 5
/ / l I l 1 / ! I / ~ / A_ _ ~ / I l it / / / / / ~ ~ i , / ~ ~
' ~ ~ c 18 min. ~ ~ ~ v I I ~
i l V ~ 1 ~ i i l/ i ~ 1 1 I 1 / ' i~ / / ~l 1 \ ~ ~ ~ ~ I - / / / ' l 1 i i i' V i' l i I / ~ / ~ / ~ i ~ ~ ~ i / ~ ~V ~ I I ~I ~ ~ 1 1 E =
1 / / l ~ 1 ( ~ - / / I ~ 1 V / ~ / / 1 ~ / / ~ / _ / ~ ~ A A I ~ ~ ~ 1 i / i t \ A I / - t / /
GUILFORD / DAVIDSON COUNTY
LEGEND NORTH CAROLINA
- - Existing Contours HARTLEY DRIVE
ST~1l Ral h Whitehead Associates Ine.
p EROSION GONTROL DRAINAGE MAP
ROCK HILL BUSINESS TECHNOLOGY CENTER, BTC 517 ~ ~ Sediment Dasin Drainage Areas • Several colors used t® distinguish 454 S. ANDERSON ROAD, SUITE 3 maximum drainage area to each sediment basin for all phases. Due o' 100' 200' 400' 600' soo' CITY OF HIGH POINT, NC
ROCK HILL, SOUTH CAROLINA 29730 to phasing, dramage areas overlap.
SCALE: 1" = 200' SCALE:1 "=200' APPENDIX H
I

i /
' f i i , ~ i ~ , i - - _ i / ~ A - ~ i ! i i
1. i i I / ~ ~ i ` i 1 i ~ / i " / " - i
~ ~ ~ ~ ~ ~ - _ i i - i ~ ~ i ~ / i , /
J ~ , / _ _ f ~ ~ ,i ~ - i i _ i / _ - ~ /
ice/ ~ ~ ~ ~ ~ ~ / / / / / / / / ~ i ~ ~ / i l - ' / ~ i ~ i ~ I i ~ / ~ ~ ~ -
f i - i / . - ~ i / ~ ~ / / / ~ ~ ~ / ~
i ~ ~ , \ / ~ / / ' j , ~ _ / / i i i~ / ~ ~ / ~ / ~ i ~ ~ / i ~ " ~ i - " ~ / / ~ ~ ~ / ~ ~ i ~ \ / / "i ~ 1 , _ ~ i " L
j i / , r / ~ / / / / / • i - ~ ~ ~ ~ \ i i / ~ J ~ " ~ ~ _ i / / / . ~ ~ _ ~ - ~ ! ~ / / ~ ~ ~ / ~ ~ ~ ~ ~ i ~ ~ l
i i ~ / i / i ~ \ r ~ \ i i i - i _ ~ _ / ~ ~ ~ i ~ " ~
/ , i i i / _ ~ / " ; / / / ~ i
i i / ~ ~ i ~ J' i ~ / i V - ~ ~ ~ / i r / ~ ~ ~ ~ i i 1 ~ " " / ~ ~ _ / - i " " / ~
- , / / i / - / i ~ ~ i " i , i " i / / - / / ~ / \ I i I , , " ~ i
~ i ~ t ~ ~ . ~ i / J ~ ~ ' i ~ 1 / 1 i i i ~ \ ~ ~ ~ i 'i / ~ i , ~ ~I i ~
~ ~ i / , r i ~ , ! / ~ .l / f ! i ! / I / i ~ ~ i i / ~ i ' ~ ~ ~ ~ ~ i / - ~ i ~ ~ % r T
i i ~ - ~ " i~ i % ! ' - i r ~ i i ~ ~ ~ % ~ , . - i r / ~ ~ i _ - - / ~ i - v- ~ ~
i ~ / / ~ ~i; _ i ~ ~ i _ L i ~ / / i ~ ~ ~ ~ " - s, i
. ~ - ' - ~ i " i - . ~ ~ ~ i ~ - ~ ~ _ i /
~ ~ INLET#=26 ~ .
D ~A:=0.58ae~ ; , " , i ~ , I ~ -
INLET:#~,=2& • - ~ I - - / _ ~ / ~
D.A:~0.10ac , i i ~ i' / ~ -
INLET =MH'1 Detention Pond-1 # , 05 ~ IN~ LET -23 ' ~ Outfall=A~ ~ ~ ~ ~ ' ,
e~ .A: #otal =0.63ac D,A.=0~.14ac
D.A. total =14.50ac ~ ' o-15min ~ ( ) . " r INLET # =Existing 104
D.A.=0.19ac - l E -2 A ,
INLET # =9A '
fNLET # =Exist ~"1.06" ' D.A.=0.17ac INLET # =17 INLET # =22 - ' ~ , D.A. inlet =0.14ac ` _ DA.=0.29ac .A.=0.27ac _
D.A. t t I = .2 INLET # -101 INLET # =21 Outfall-E, F ~ G o a 0 6ac - _
• D.A.=0.09ac INLET # -13 _ D.A.-0.08ac D'.A.(total)=8.40ac c=15mm ~ INLET # -16 - n D.A.=0.27ac
INLET # =Exist.'BA D.A.=0.33ac ` , ,,D.A.=4.11 ac INLET # =35
INLET # =11A INLET # =19 INLET # =33 Tc=lSmin D!A.=025ac
- D.A,=0.23ac D.A.=0.42ac D.A:=0.25ac
INLET =1 ~ # 00 1 D,A.=0.13ac . INLET # =28'" INLET #=Exist.75 INLET# =37A
~ 1 ' INLET#=11 I D.A.=0aG2ac D.A.=0.96ac
~ E ~ MH,-8 D.A.=0.18ac D.A.=1,04~c ~ F F / -
~ INLET # -31 . . tvE _ _ ~ r D.A.=0.11 ac INLET # =3& i D.A.=0.22ac
Y D~- _INLET # =102 INLET # =4 ~ R'( ~
- ~ o~. D.A.=0,17ac NR D.A.-0.26ac r- INLET # =40
D.A.=024ac
MH-1 ~ \ r. _
a ~ ~ ~ i INLET# =43A ~ - - ' , '
~ ~ ~ 1, ,
`N ry, ~ ~ ~ ~ r ~ ,aNLET#=44 ~ ~ ~
G ~ ~INLET # =20 INLET`# =14 „ ~ D":A:=018ac ~D.A:=0.30ac i
~ ~ - D.A.=0.22ac z .
_ ~ r ~ INLET INLET # =43 ~ R !DA.=0.15ac
~ `=15 ~ INLET 24 INLET # =103 _ _ D.A.-0.33ac' D,A.-0:25ac
D.A.=0.49ac i INLET # =46
' g D.A.=O.'18ac
. ~ INLE'~ # =16A T 2 _ _ D:A.=0.70ac # INLET # 10 ~ D.A?=0.34ac .INLET # 25
Q.A.=0.30ac ~ D.A.=0.46ac D.A.=0.27ac INLET # =45 j _ D.A.=0.18ac
~ ~ Culvert 30 t ~ - , ~ INLET # -17A ~ Ouifall-D ; ~ _ , ~ D.A.~ total =1'0.64ac ~ ~
0 ~ ~ ( ) _ INLET # ~7A~ ~ I', D.A =A~.35ac - ~ ~ ~ ' D.A: total =3~.'7-3ac INLET # 3 ~ , ~ ( ) ~ , > ~ Outfall-H 1 ~ ' A - ~ , D.A.(total)=36:96ac
° D.A.=0.20ac~~INLET # =12 D.A.=0.15ac ~ ~ ~ INLET#=48 ~ ~ ~
D.A.=0.22ac INLET # =Z7 INLET # =32 ' D.A:=0.27ac _ , D.A.=0.16ac
INLET # =5 _ , INLET # =18 ' , .INLET# 7 ' ~ ~ ~ ~ ~ D.A.=0.29ac INLET # =50
D.A.=023ac D.A.=0.13ac _ , , _ Q~ , D.A. 0.05ac ~ . _ ~ INL~T~#; 271 ~ , 4 ~ - _ ~ ~ D.A.=0.31 ac INLET # -52 ' "
~ - ~ , ~ ~ ~ ~i ' ~p D.A.-0.27ac ~ ~ ; D.A.=0.36ac
INLET#-6 ~ , . - 5 , f \ V ! ~ INLET # -56 , INLET # =42 / - y - 8'C
' D.A.=0.15ac ~ ~ ~ ~ ~ , " ' ~ INLET # =9 , , ~ ~ - _ ~ " , , r, - - ~ ; D.A.=0.35ac / , " INLET..#=55
D.A'=0.25ac _ i ~ / r ; x INLET#-39
~o. n _ ~ D.A.=0:09ac , ~ , .22ac- ~ ~ ~ ~ ~ INLET # =42A / ~ ~
Outfall L '
D A. inlet -0:25ac, INLET # =41 ~ ' ~ _ D.A, total ='t.59 ' _ D.A.~ 22ac~~"~~ #~~=41- ~ ~ D.A.(total)=0:30ac
~ - . ' 0 - ~ ~ ~ e~15mm' ~ ~ ~ , ,22ac; " ~ ~ " ~ Outfall_H ~ ,
-D _ ~ , _ , D.A:(total)=4.53ac - ~ ~ , INLET # -51`~ ~ ~ ~ Culvert#63
~ - . , ~ D.A.=0.33ac
_ _ Culvert 37 ~ ~
utfal =E '0 - ~ ~ `D~~ ~ , t ~ ~ ~ D.A.(#otal)-3:80ae D:A.(total)-36.96ac " - ~ ~ _ I
' s INLET#=36 ...INLET # =53 ~ 1 ~ ~ ~ , ~ ~ ~ _ ~ ~ ~ D.A.=0.42ac ~
' ~ , p:A: inlet,,=0.25ac INLEzT #~:=4~9~ - -
'D.A. totaP =1.94ac Detention Basin-2 - ' Inlet#=74 ~ D.A.=0.26ac - - ~ ~ ~ ,
_ ~ ~ c=15min ~ - - , _ ' ~ ~ INLET # =54 D.A.=0.15ac F F ~ ~ INLET #~=66

, \ °
" ` ~ ~
~ - . - , INLET # =54 JE O~ D.A.=0.97ac ~
~ ~
g'CO~~R ~ INLET # -57
D.A.=0.35ac
" Outfiall-I INLET # =65 D.A.(total)=1.06ac D.A.=5.OOac
, ~ ~ , ~ i ~ ~ _ ~ _ ~ _
~ ~ i _ , - Detention Basin-3
. , ~ ~ ~ _ ~ - - ~ ~ ~ , - , - ~ - ~ ~ ~ D.A: total 97ac ~ ~ D.A tot ~Outfall-M ( al) 7:97ac ~ ~ ~ - ( ~ ,
_ ~ _ ~ ~ ~ _ • - , - r , - ~ ~ ~ - ~
- - - ~ Outfall-J
~ ~ r - ~ ~ - r , ~ ~ , _ i i ~ / i - , ~ - _ - INLET # -5S 59 60 6 D.A:(total)=0.30ac , 1 ~ ~ ~ ~
- i ~ - ~ ~ _ i ,i ~ ~ i i - D.Q:=0:82a~c _ ~ - , - - _
~ ~ i ~ ~ i i - ~ ~ - - ~ i _ , Outfall=K ~ \ _ ,
/ ~ _ r - 1 , - i i ~ , ~ - Outfall=N D.A:(total)=2:97ac, , ' ~ _ _ D.A.(total -0:82ac' - , ' " ~ - _
~ / ~ ~ , i i - ~ -
" i i ~ - ~
GUILFORD / DAVIDSON COUNTIES ~
NORTH CAROLINA ~
LEGEND A TLEY RIVE
STV / Ral h VVhltehead Assocrates, Inc. . . . . p - - - - - - - - - Exesttn contours Exst'n Dra'na a stern 9 g g SY ® 0 200 400 800 1200 1600 ROAD1/i(AY DRAINAGE AREA tVIAP
ROCK HILL BUSINESS TECHNOLOGY CENTER, BTC 517 to ~
454 S. ANDERSON ROAD, SUITE 3 Inlet Drainage Areas Proposed Drainage Systen, ROCK HILL, SOUTH CAROLINA 29730 SCALE: 1" = 200' CIS ®F HIGH ~®INT, NC
®utfall Drainage Areas ~ Flo~n? Direction
SCALE:1 "=200' FIG.NO.4 PAGE NO. 10
I