SW6220905_Plansheet - Proposed Drainage Area_20220929

SEDIMENT BASIN 01
m.; �„DA: 14.61 ac.
da: 14.61 ac.
E Y c: 0.4 (single family residential);
SILT F CE DE . 548 LF ~ rTi 110: 5.15 in/hr
INRO D: F 3 Ac.
CONVERT
ON r,•Py� CONVERTERT TOO WET POND
AFTER ALL UPSTREAM
0.16 A . AREA IS STABILIZED 8
�m 13 Ac. VERSION SW zJ
OPEN SP C d v.20 Ac. c"
113,6265q.
n 2.61 Ac �0
w
0,20 A � '°& 3
r
6 0
1.94 Ac.
0.37
a LL ( LL
v '�rtff co, nFri�es
c 3 zm y
oed W m o
=a -
O '
1 _ 76.75' 70.00'
m70.00' �0.00' 70.00'
70.
U. 1 " 0.07 Ac,,,
171.43'
65.36' •,'81.05' - .. a erff
_ C S
0.72 Ac. ps sl0s' sl.as'
r
0.67 Ac. �Y0.72 Ac.
4� 0.6i Ac.
171.4' c
i rN
v�V
1��x p pC
�p
0.8 Ac. ~
171.43' O
1 t
i 1 1.43' r
�b LAx�., ...xx...xx,...xx
~
~ ~ ~
17143
f g r�
0.9 Ac �� "'o
0
Q
171.43'
e S1.Os'
81.05' S7.45'
fY V o 0.1 0 09 Acn
yes 145.45' -
—.43' 0.34 Ac. Y 160.99' _ 0.72
160.62'
p % N r4
A=ij.25 ACRES n 170
EDr : L'
;SILT F L
OPEN SPACE
i s,n6sq. Feet OPEN SPACE
' 0.20Ac 24,1685q.F'pt _
0.55 A
• ., sy , e
i
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