SW1200501_Plan (Drainage Area)_20201109

ParceL Table
ParceL TabLe
ParceL TabLe
Line #/Curve #
Lwvth
111recticwt/Wto
Redlus
Line #/Curve #
Length
1011rection/Dette
Radius
Lbw #/Curve #
Length
11111rection/Datte
Radius
L32
29Z%
SEE* 161 2U31E
L74
46.695
NM* 241 59.231W
L54
45.920
N730 531 20.760E
L93
956670
S590 BV O2.461W
L73
54.350
SIO6 III 07.811W
L53
8.289
S470 591 5IL711E
L92
7.532
S380 07 39M1W
L72
6,V8
S350 431 IM460E
L52
3,962
S726 041 5&778E
L91
S240 PA* 03271E
L71
56.116
S26" 37' UMIW
L51
13.U2
S160 401 2&55'E
L90
6.572
N700 2W 14.910E
L70
6.272
SEW 531 58.371W
L50
68.704
SKO 561 56.0001E
L89
70.247
S371 40` OP-MIE
L69
10.244
3691 491 23.76qE
L49
10.659
M85* 071 23.88qE
LOB
27.774
N869 02' 5&99'E
L68
5.125
N240 57' 32.70'E
L48
85.180
M10 23' 22.59'W
L87
44.568
S230 321 2OA370E
L67
574M
NE60 37* UABqE
L47
43.804
S700 431 082IqE
L86
10.853
S390 W 35.630E
L66
41Zn
S820 211 25.29T
L46
24.724
S730 421 42.38T
L05
2M9W
N73' 42' I2.96'E
L65
15.777
SGO' 4r 3LIOqE
L45
25.M1
S66' 12' IM55qE
L94
20.529
SOO* 57 2M41W
L64
18852
S840 151 44.730E
L44
29.477
S320 Or 05,410E
L93
BU31
N750 041 31.231E
L63
IOXM
N670 W 4&77'E
L43
29,635
S060 161 OLOVE
L82
51.455
S250 30' 39A390E
L62
38.013
M160 Or 21.570E
L42
15.198
S290 241 37.300E
L81
87JW
S57' W 17.91'v
LbL
lej&IU
MUD- U;Y 3e.1 f -L
L41
Itheft
bbb- JJ' IALZI-L
Lw
6IL531
S090 OW 00.050W
L60
712H
N090 051 0OA50E
L40
38.863
S766 231 53A391E
L79
ID9.568
S950 D5* 52A71W
L59
91.544
M570 56' 17,910E
L39
31.975
N900 021 O&39qE
L78
111777
N010 57' 12.771W
L58
512M
N250 301' 39291W
L38
92.535
N820 291 113.220E
L77
7240
N35- 131 52.49-W
L57
124.983
N020 061 M46W
L37
12.164
S132- 201 3&-37-E
L76
IL376
t463- W 4SM-W
L56
2392U
N270 5r I"41E
L36
22.665
S38- 481 4&31-E
L75
42.559
S74* 17* 4LO71W
L55
105AM
N160 11Y 2MIE
L35
14.674
S490 401 2&71#W
ParceL
TcLbLe
ParceL Table
Line #/Curve
Length
Direction/Detta
Radius
Lkw #/Curve
Length
Direction/Detta
Radkis
L34
7.659
SO4* 39' 1447E
L13
17,063
S610 51' BM'W
L33
1601182
N740 05" 14.90'E
L2
26.434
S41* 04' 09.37'W
L31
12.905
N700 27' P-36E
LU
14.144
S690 23' 46.06'W
L30
2SX"
KI9' 41r 14.66'W
LIO
31.240
S48' 39' 59.30'W
L29
22.948
U74* 05' 14.90'E
L9
23.365
S24' 31' 0726'W
Lee
22.393
NOE* 57" 14AS'W
Le
27291
SO9* 53' 5526'W
L27
14.365
N41' 25' 4L50'W
L7
32.145
S14* 41' 5P-63'W
L26
15AN
N34* 31r 3?-44'W
L6
20X%
S250 46' 5970'W
L25
27.337
N27* 4 E` 29.57'W
L5
40.065
S34* 11' 51134'W
L24
BS970
S64* 07' 02.76'W
L4
924134
S29* 39' O7.31'W
L23
51.W3
N600 3W M"'W
L3
47.8%
S19- 28' 47M'W
L22
:34.=
N490 3r 4LM'W
Le
46.80
S40- 24' 010-W
LEI
59A62
N45* 05' 21
Ll
25.204
S17& 56' 4%98,W
LBO
29JM
N53* 24' 2%76'W
L19
41AM
N64* 4LP 34.59'W
Lis
35.333
N74* 45' 5%45'W
L17
311515
N78* 26' 4424'W
L16
37AI126
S72" 49' 5M7'W
1_15
F9.747
S-M- 3r W-52-W
L14
3ES40
=2' Or 4U7V
15 R(�f
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21
E L: i ....... . .
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� 1119 Z t3 r� S "I 1 '11,111111 \
N`
. ... ... . ... ... ...
JJI ... .... ....
BIO CELL #2
.... . . . . . . . .... ... .... 1 '71 . . . . .... ... I .... ... ... ... .
A'
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5" cim�� (�4) u:,: 229( Q
CAMN �W:W 5 i( > !M
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5" CM T, E 2290 09' V �4
Cj,� A r E E ; , / , . " "" ",
L, 22516,31' e litU I
#
ol
1 ,,,0.21 AC. OF OFF -SITE DRAINAGE,
I .. .. .. ... . cA ru-q, IfY (111) 11I� : z z 9 It,
2219/5
�n, o,
GRATE ffi� 22rKOS (Svio T E,� 2,28 Ef, 12'
z
22!?0_'R` 1AP H,� 22fR,312' UMAININU I U tJIU- r_LL ffl- T
?297 '18' va, ("n 't, M,� 1, 8, . . . ...
0) . . .. ...... if
N5, c'up
2j"
Zf
f CA Tcf VAS�N
y
GRA TE EL� 2295 &,V
4: ..... ... . .......
4" PVC S) tl,� 2294,58' A
I,�, G N
cmcH fiuks(N
(M) �,E � 2291:`0' > V
/� ",/ " y
"0", "p7g,1111
OR/' H f M,)5,(5f3' U"I" DIP (M:) Tl,� 228'8,90'
I
WO K'U�
. ... . 0,1P (VO Tl,� 2288,82' 7"
'N�
0
A if �xz
I 1Z J`A TO BAS�N T
I C V1 lfl ff
IA
V­ af�, PVC (VIV) U: 2294 07' (71
//q
um
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wflllol�
k
2292,
j
r(,�H 11" 'UP (Iliu,
22�',,2 t36: .. .. .. .. .. .. .. .
22 rwmmmny
`9 .. . . . .. . .. . 9,
J> �s
UP- ... . ......
f V0 i
... ... ... .. " , I<
�T
. ....... N f, AREA
cm� (i
Nllkp',
9 j,
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NE, "' II I r
it.
PVC NO �A
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. . .......
(r,"a"'iv rnumi
6 111 (5) Q:,� Mi M,
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f . .... . .... .
.... . ......
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f I , , , , ,,, ,, ,,, ,, " " ; " 11
r
AY AREiI,
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t�,JTII wn�
4",
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%
. .... . ... .
(�o x: 212 v ky I"
IR li",_ �o
.. ... ... ... .
.. .. ... .. ... .. ... . . ................. .
7
Z"
.... .... ...
N j
EXISTING IMPERVIOUS AREAS
7
H
...... . . ... ...
0.07 AC WITHIN PROJECT . .. .. .
Al"i
EXISTING IMPERVIOUS AREAS
�7 AHEA AND INCLUDED IN
vg,
UUN
0.02 AC WITHIN PROJECT
j", 11 J ...... .......
BIO-CELL #2 CALCULA11ONS
6, fg Z"'Z,
.,AREA AND INCLUDED IN
........ . .. 'Z:
>I
'z N
t BIO-CELL #2 CALCULATIONS
11,��11'11'11 "'5
Im 1/(') 'S
11 . ... ......... . .
M,
4' "1" . ... ..... ... . .. . .. . .
"�'r wi� . .... .....
:'5 1 1k,
5
a�1310 CELL #2 TOTAL
/k
. . . I. ...... ,
DRAINAGE AREA 1.30
AC
c"IMH i
j
moni,
IN,
6, 1111 (Q U� I
4' �"I"
"5111,111 5Ill""", H
2�
. . . ........
..... .....
.. ..... ...... ...... ...... .
9
4 .. ... ... ...
g
. ... ... . . . . .
5 51111>11:�,
............... ]
ip"
4K......... .. ... . .... .
... .... .. . . 1,�,,, C
S,
x ... . . ... ...
(I'll 11, 1 IH,� NY
.... . ..... ...
mzm, ... ... .... 4
'w""Aur "J
x
'k
'5 (X
PROJECT AREA: 2.07 0.1
�x
Z
A' :2 V y . ..... . . . .
c';Z ni, "1 1, 1 , 'I
,1�,I,c 0 �'j_ voi,,yl,
CZ
J
Al
EXISTING IMPERVIOUS AREA
>
0 1 7 A VVII I n I N PROJEC I
IA
W I
V
r"Tf, p'f, i,� g
55 lx,11, "" - � "� 1, 1— 11
n, Al r5i, -- ,
01--'
. .. .. .. . .. . .. . . . . . ­m ­ Q� N �i` , ,
.. . ..... . .. .... ..... . ........ 1111111111-11­ ""11-11111,11 ��,O 11 �11 , I'll " 1 11, �11111 DOES NOT DRAIN TO SCM
.. . ... .. .....
BIO-CELL #2, NOT
"S111111 .... .. .... m
h
/I INCLUDED IN CALCULATIONS
. .. . ... .. . .. Z,
"s, 4,) 1 "1" 1
Z:
H 7 . .... . I
X 7�t " "' , "'
... .. ... ... . .. . .... ...
'A,
S, 4�
X,x
X", tl
V 11,
4
'0 1'�,
'?TOTAL I M OFF -SITE
Y, . . ... . ... ...
\\\\N
4" /BIO CELL #1 TOTAL
A V I
DRAINAGE AREA
X C� #A2
0
11
5 0
I
X I N (7,
AN p"
Of,
DRAINAGE AREA 0.60 AC -CELL
DOES NOT GO TO
z'
BIO
i , , " " " ", A/ � -
S I A 11 2 91 A I , \ ( , ( t I , 1�1��,;,AI� ­_�,',�_ / (� 1, , GO
toi�,�,,,'�­ 2
5�
SCM BIO CELL #2. A
1 2
V 2Z
.... .. .... .... ...
/Ma
Z)
I .. ..........
NOT INCLUDED IN
5,
11\1\/ 11\1� n1 C) 0
EXISTING IMPERVIOUS AREA: 1/1 17 "i 1, 1 A ri
CALCULATIONS
if
a
29
LIZ
0.015 AC WITHIN PROJECT ...... ....
/X
5C
AREA, INCLUDED IN A
"I Pi,
Z
BIO-CELL #1 CALCULATIONS IA, vi,
... . ..... ... ... ORR
a L4
7 Ki ,/P a IJ10
J'j j, I , A
1.111 MD 10,1110 "I'll" .. ... ... ...
itiIii, 61,511
DI'llf, I, 91VIII,
"'1" 11,11 (1p i IMP,, It,
WIT
'R, 1�/ W19111"I'l
Vl, >
2//
e
STORMWATER SUMMARY
f
if
%
-SITE
4", 77 AC. OFF PROJECT AREA IS THE LIMITS OF DISTURBANCE 2.07 ACRES
X/I
'A" 'A
'DRAINAGE, DRAINING TO
...... . ...
MINUS EXISTING IMPERVIOUS .17 ACRES 1.90 ACRES
711)
BIO-CELL#2
4 MAJORITY OF THE OFF -SITE DRAINAGE HAS BEEN ROUTED
0�
THROUGH OR OUT OF THE PROJECT AREA.
.... . .....
2 2'
TO
...... .... . . ..... .. . . ....
. . . ..... . .
C' 'S FLECI,OR Ar B[D(f
d(, B 10 =LELL
1310-CELL #1 0.14 AC. 00111 __L1 -
VI I ,, I'll ,, , c, -
/Al, ......... . . . . 7
TOTAL DRAINAGE AREA 0.60
'A tA
. . ....... . .
j
>
tpkw, f c
EXISTING IMPERVIOUS 0.015 AC.
Ae�
><
o, 02,
wg,
0
PROPOSED IMPERVIOUS AREA 0.13 AC.
WOOD :,041
ff" BIR01"'El'i 1� J)"t C,
PHI Y
TOTAL IMPERVIOUS AREA 0.14 AC.
Vf
it, -Fews . . . . .. ...
IiU,
"'s oi"­',�,,
14 1,
0,
. . ........
... . ....... OF
BIO-CELL-12.-
. .. . . .......
... .......
X
19, `/
5) Ow
1/Z
TOTAL DRAINAGE AREA 1.30 AC.
. .... . if R
t opwl
01
OFF -SITE DRAINAGE TO THE PROJECT AREA 0.21+0.77
4", 6'11` "1 I/K z lvjr,
�,)crj
P g
Iff
It
R C', I
N
"ho
IR
6
0.98 ACRES (ALL PERVIOUS)
.. .. ..... . .. . .. PROJECT AREA: 1.90 ACRES
"b"
2 DIVERTED OFF -SITE we,
EXISTING IMPERVIOUS AREA WITHIN DRAINAGE AREA
0
Id,
ti . ..... b"
A­,W 114 PI/I , I'll,
0.02 + 0.07 0.09 AC.
DRAINAGE AREA
­7
wr, r
....... ....
11 , , \ \ \ ,,
PROPOSED IMPERVIOUS AREA .34 AC.
. ...... . .. ...
TOTAL IMPERVIOUS AREA 0.44 AC.
%
"p, D I VER TED OFF -SITE
C
/w
J
BIO-CELL #1 0.14 AC.
DRAINAGE AREA
. . .......... . v,z
TOTAL IMPERVIOUS AREA WITHIN THE PROJECT SITE:
X/1
d BIO-CELL #2 0.44 AC.
0.58 AC, TOTAL IMPERVIOUS AREA
t
IF
J 7
DIVERTED OFF -SITE
PERCENT IMPERVIOUS FOR THE PROJECT;
T
A/
0.58 1.90 30.5% IMPERVIOUS
DRAINAGE AREA
RESOARD
<
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CAR RIDER IMPROVEMENTS 60 0 30 60 120
es
FAIRVIEW ELEMENTARY SCHOOL
55 Broad Street EAL
Asheville, NC 28801 039177
828.252.0575
IVG I
(PC N V-S�- 'y
NC Firm License # C-0459
mcgillassociates.com
jj_��1/05/201 CB NCDEQ STORMWATER COMMENTS NEW SHEET C-105SW
E I BY I DESCRIPTION
BUNCOMBE COUNTY SCHOOLS
BUNCOMBE COUNTY, NORTH CAROLINA
1Jr-,1-Xr'F111, Q1,1-XLF_
U1V1QMJ1A VI-XLUF- � Ou r- rz rz I
OFFICE MANAGER
DESIGNER
KCATHEY
N. CROOM
PROJECT MANAGER
REVIEWER
S. BURWELL
N. SAWYER
DATE
APRIL 2020
STORMWATER DATA &
DRAINAGE AREAS
PROJECT # FUNDING #
19.00154 N/A
SHEET
C=1 05S
0