SW6230804_Plansheet - Proposed Drainage Area_20240621

GENERAL NOTES:
X
1. PLANIMETRICS&TOPOGRAPHY SHOWN PER SURVEYED Q N
INFORMATION w
2. SOILS ARE OF HYDROLOGIC GROUP"C"AND"D"SOILS. (NJ
3. DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE g w o o Q w
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE&POST z ' o ui ' o W
oirzwir c/) cn
DEVELOPMENT. ") w o � LD
� 0 oW O
U O
LEGEND:
DRAINAGE AREA
-------
__1__�__-i TIME OF CONCENTRATION LINE �------------------
I I 13EIP _ ----5\\85)41 '08"c- — -- I N N
I� '=T— f- 250.9 1 ' j I I I --- --- PROPERTY BOUNDARY R R � R N CN
o
o N o N
M \ N
0 o � o
uj
J
N M V Q LL
\ ----- _ 's i � I __ _
--- ------- � _ —TE \ ��__ ---- -
\ \ PF?ux+ rrrmrmrrrrmrmrrrrrr - - - - --`- �
+rrrrmrmrrrrmr -- - - - � "XI
—
mcmmrmi
C �mrmumummripgq,,,,i„ppgmi°ai°aa'°i°d1pgj,,pppddipp� '\ � w'A`v � ���\
Lu
mplppmpmmpmlmmpmplpmplpmpmmpm pmppmpplpmpmmlpml prr EG
Lj_
w'acumaawmir,,,,,mm")cmnnccmdccmddwmdwumwmnwr 7y,
ci z o co
o f`^` ; �` `- �` M \ M���;\\V `; ��Y' lY ' \ � -Cf.L & i�L�T ppCp _
d C' lmn11,101u°,ddmmdwum i ` -I'ci r — —!� '41 IUcI^1//(��I
Lu
`''�vvmmcrnnccumccmddcwrdwmnw d' v ,•c''��
\ \,' ^ '' nncccmdcumddwmdwmwwimc V' 'h''--
C I / `v `v `v <' v . v T J v ✓ v � �' wiccwidcwrddwmll � , r ' v��—� '— _
Lu
\ +I i `\� ♦ \ \r \ \ \ \/ \ \ \` \` \ ; \,�- \ a \ \ ♦ ' \\ \ ^ mdccmddwmdwuumwmwuNiccnul� <'") _ v � \
LLJI - / \y-�` \C�V-11 \ C' \ \ \ \dcwrddwumwumwmwunnnccu chco
i r / // '=i�'�- `y ^\ �\ ��\\` \`` \`\' \\ `\ \`- \\ ti'\` ;�` \ ) ```^`\< \�^\ "ACamugg"wuumwmwunnccc�
-
' \ '.
— ———————— LLj
j v , /� /. . . \ , < \ , (� a \ . \-- , 1^ \\ dumdmmmmmumu M
12597 SF
I Q 0.29 AC — ��-— _ / � ——1'_/ —;�`� ` tea\ \
�—DRAINING
Q I / ++ * `OFFSITEa4��+
O I , ,e '—' * � �— SELF-ST \�I (� —__ / -- \__ \\ F, � \\ _/_ \\ O
I / S 86°:a8 28 \N 181/'S7 CANOpvgGE _-_ �=-- _ — I \\ \\ LIJ
BUILDING# '_�/ v \
/ /� "/ 4 2 — ---- SU
I / �' — ' 4,000SF �F�T�CESTORAGE / - j" I ;�� I 'l' \\ \\ , O
I _ _ o O
_ _ BU DI CAN y� ) / 11
1-2
v v v ————— —_�_— -- _ 4 3 / �►
QRIve
r
I - = CRESSUJI RE
r
\ \ _\
1
Q
—F--7  _ l
TIME OFI ------------ — \\ �_1-1— — —
CONCENTRATION ------------- _ ----- — 1 I _ — -
- —___--
LINE , � � ` -- ------- - \\ �, � r 1 _ ROPERTY i I
_— I ----
� /---�---------- --------- - \ \\\
___------ i- - CL
_ OUTSIDE
\rT I -- -------- ______________ -L- OF SUP
I
--l__ _"-------------------- \\\ \\\ 1 1 128247(:P CO / II
\� POSTDEV2 T— — 2.94AC. / II
�
— - / --------- — - \ / POSTDEV 3
1 \ \ � �283826 SF 1 � _ —
_J-- \ \\ \\\ 6.51 AC 1 ANN 124735SF
DRAINING 1 ; — 2.86AC
TO SCM 1 -7 DRAINING
\ 1 / TO SCM
POINT OF \\— \' ;
_ _ - N
I I
r - -----�-ANALYSIS TIME OF N —'
CONCENTRATION
'��f-` LINE '
POINT OF �
v
ANALYSIS Q z
♦ v 5 _�. — _---_
Lu
---- --
I 3�
70358 SF U-
T
413414 1.62 AC _ I -
�a ( �' _ 415 DRAINING
I �� �-- --------- **+ ����� ' — v— —4 —4�5 —�—
0
' 14= OFFSITE —
Lu -------------------------- �---A------------------ * - --- ------ ----- 'o ----- -- - - - - - BEFO U DI
----- --- -- --- -- - - - -
Lu
-- c�
_ - - --- -- - --- - - - _ RE YO G, o
"" \-_—_,_N—&9e44'42''W 859.29- _ ___'\�\\\\\\" —\ __--- LIP `\\\ CALL Ln 0
ui
ui POINT OF TIME OF \
ANALYSIS CONCENTRATION
z LINE &
I NORTH CAROLINA
� I z ¢ �
a_ NORTH
CALL CENTER Lu
z
www.ncocc.org �d� ��
0 �� w v
z
z
SCALE: 1 IN=60 FT
w
60' 30' 0 60' 120'
0
w SCALE IN FEET
z HORIZONTAL
U
z
0
W
Y SEAL 111111f1
0
o
o
N � O Es
z _ SEAL '� w
0
y 048 8co
Lu
4 _
N
0
W
0 =
W NOT FOR CONSTRUCTION SW-02
W
, <
IV G