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<br /> COUNTY STATE AID HIGHWAY NO. 11 IMPERVIOUS AREA TABLE
<br /> T ITEM AREA IMPERVIOUS II... a
<br /> I (FT.) (%)one
<br /> __ PROPERTY AREA = 409,643W LI"
<br /> ---- 12901289 _-_-
<br /> /
<br /> --_ / fid7: 3� IMPERVIOUS 0.00%
<br /> 12881287 STING IMPERVIOUS EA
<br /> 1287 _ '
<br /> 6 ��� ��1288 - - 1288 % TOTAL EXISTING 1 = 0
<br /> __
<br /> S OUSAR S
<br /> _ 1289 ® 1289 - _ - TO Gtc
<br /> (in m
<br /> y- -_/ PROPOSED PROPOSED AREAS w
<br /> 1 - -1 - - -� -' -,-c 1-= PROPOSED BUILDINGS = 24,800 6.05%
<br /> T-
<br /> I BUILDING g a I co I p I •• I ' 'I ,` PROPOSED BITUMINOUS DRIVEWAYS = 26,500 6.47% w
<br /> H I 1 i 1 TOTAL PROPOSED IMPERVIOUS 51,300 12.52%
<br /> 11 al, ,jI C
<br /> r
<br /> - j .
<br /> \� STORMWATER BASIN STORAGE o
<br /> I N I I / 1.....I 1 1 I I
<br /> I ! I 100 YEAR RAIN EVENT ¢
<br /> DRAINAGE AREA PROPOSED IMPERVIOUS PROVIDED SWALE
<br /> I / 4 I N ao mI `�� SWALE , RUNOFF VOLUME FROM
<br /> N N N N 9 (FT) SURFACE(Ft) NEW IMPERVIOUS(FT;) TREATMENT VOLUME(FTm)
<br /> 1 I I r- N co I SWALE 8_ , ., 1\ \
<br /> SWALE 1 \ ' m m � � 1 I 1 \\ 1 42,931 6,300 3,136 3,290
<br /> I
<br /> c N S 1 I 1 v 21 40,368 5,350 2,657 3,290
<br /> I ^ 9 `� i \ j 11 3 38,031 7,850 3,920 4,278
<br /> co* w f I I �v 4 43,300 5,600 2,788 3,290
<br /> I �� CV
<br /> 1 \i-
<br /> m' ` II11 5 43,431 7,400 3,702 4,278 1
<br /> I 11 - - / - -Ll \ \ 1 ' e - , I ' - - I 6 42,703 5,800 2,875 3,290 s- - - - a-- A -I
<br /> I 7 42,703 5,800 2,875 3,290
<br /> - - --4- H- --r 1-- 8 42,090' 7,100 3,528 4,278
<br /> 1 {, \ C. Q' g a
<br /> 1
<br /> II// I SWALE 3 \ ` , -SWALE 2 \ `/ \ .) // / / �/ 1'1
<br /> \ v \ / I I 1 )/ Ill � III
<br /> I / 41110, Op A\ \/'\\,/ I �I \
<br /> I prri
<br /> Q \ I / 5
<br /> I I i
<br /> aAINAVE AREA BUU�DARY_TYP� ��� Ch
<br /> I SWALE 7 11 11
<br /> N o P
<br /> \ \ \ �� I N N N /b 1 \ I
<br /> / 1
<br /> Oi I I \ \ >,,:.....i: \ N L I , / / ---_ ___I l I wz
<br /> w I \ , ti I / K 1
<br /> 3 H I of • I / 8�� \ \ \ #1 / l II 1 I l / / 1\ I W X N
<br /> 12 \ / I I / / / 1\ Ow '
<br /> \ I li
<br /> ^,yp� 1283 \ ` \ I try / / / / / ::�u:--•----_. 1\ 1 �ffi "< $E h
<br /> �,ry b \ ` ^ �4 / I I / ' / / / I W 3 o $
<br /> I "'- / V I SWALE 8 I
<br /> I 8A / / /� 1 / - r
<br /> .\K...-' --.
<br /> PROPOSED EASE �_-__ - �/ / I / / 1
<br /> // / / / 1 I \ / 1 I
<br /> -12a6 / // // / 1 \ \ // 1 FOOj Z
<br /> 1
<br /> ,, --' i I / / / / / 4 \ \ / SIDE LU
<br /> I ,�-
<br /> ��� '�, $E K > O
<br /> I r �2a5 t 1 / \ 0 1 1 I a > ¢ 6
<br /> SWALE 4 I I v. / / / '1,-Den , \ 111 1 I a s ~ K
<br /> N N �N / / ( \\ \ I / x w
<br /> W
<br /> N Ci / -\---- / U Z U'
<br /> rz
<br /> p N SWALE 5 \ \ _ --r- /\ 11� 111 x wa co- K
<br /> lit ( p >- V o III o
<br /> Aial.....0,1 W
<br /> 1 -. -- - -- l - -I- / / O \ / 1 0 40 80 0 0 w K
<br /> 1 Q i ? I - i / �\/ - _ __-_ a x a a
<br /> I I / 1 NW--' >I
<br /> SCALE(IN FEET) SHEET NO.
<br /> I / C7.1
<br /> 1 SOUTH LINE F THE NORTH 7,,i10.00 FEET / r
<br /> OF THE NE 1/ NE 1/4
<br /> 1 I/ dor Properties LL0-4826912023109081CADOCNCO,.S .b,SWPPP\C-Pro-OrainageAreas-2 02 3-10 9 0 8Avq Plotted by:Thomas Rion 8/25/2023103519 AM 6/2023 V IDSETH SMITH MOLTING 8 ASSOCIATES,INC.
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