Survey Map Rasheed Bhatti 1602 State Rte 9 , x
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INFILTRATIONS BASIN 1P
12Wx 671x2.5DLEGEND
:
;. Rim — 488.0
Grass Lined.Swale 0 PVC Gravity
(tYP)
a e Y —
Invert — 485 5
6
.:5
3'W x 1'D Main w Clean Ou't 450 Proposed Contour
Stabilize basin walls w
P
Pitch to Infiltration Basin
coconut blanket or equivalent. Existing Contour
g
E
,. See Sheet 5 ,for Details
Grass Emergency Overflow Weir > Parking `Space (�,
/ 0 4-1 �C
S8�-- ® Invert = 487.75 �1 c�
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Silt Fence : C>,l �"' �•,
Cleared Areas to be
(se,e detail Sheet 5)a seeded & Mulched -;11
4��
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,
488
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MAP r _-
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J ® L� I�
Greater than 3: l Slop e ,
� �. PTA#4 , d, Must Use Coconut Blanket
4 SQUARE-'rCONCRE �E MONUM NT _ `} 4 d
%
✓x /" n
7 / / / •e.`....e, "�'::w„ a ( "\ I •\ } \ :'•• fit�� `/ _
/ 2 bdrm ABSORPTION BED #1_
75.5 f 30 3 i ,., < � ; \ (20) El jen B43 Filters
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✓ / ` Bed Size = II' x 42'
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,✓'` ,,, ^ ' , . -;.::. A . �- „-`" , � �; ^ , � � �� Basal Area. . 462 sf o
cv
Capacity = 4 bedrooms `N
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d
Grass Emergency Overflow Weir �' �1
tl y vs i
C
' ^ _ e _✓ i 11 \ In vert = 475.75' Z) Z
I
INFILTRATION BASIN (3P)3'W x 130'L x 1'D �O
`1 t o Rim = 476.0 1` L
\ N \1-0 \ I , "J: ,II Invert = 475.0' O
o Must main tam 25 horizontal Q�
C z
r'�- ,.• .,4 � � separation from septic beds. `', � �
/ 1 See Sheet 3 for Details �2 bdrm CABIN�j� � � � II
t
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^ / � ,1
,� ABSORPTION BED #2
(21) El jen B43 Filters
,
Bed Size = 15 x 31
r>,,.-'` y 1 °I Basal Area = 465 sf (17 C )
} , ,., �� -•- -_. � � ,.. t•.•.• �� ,�r �`� ��� Capacity = 4 bedrooms
f gag
s" 1
Grass Lined Swale t
3 w x 1 D
I, S _ v,
,. , !, ,a Pitch to Infiltration Basin ll°�
t
. , 4 E
r,
I,,USE � - 2 bdrm C,6,BIN le I 4„0 PVC Pipe
, \ € 1 �` I Cal
30 �-X 3 �' �� -c� �q �� y. - � ,.,--.., ��': �' ;; �� � � 1 8„ ' er 'foot ' min. � -
a
.t w . . j
// # ,- �. ,� .., • :� / Double Row
. . ,
> SiltSoxx
,. + \ Via. \ r �!
\ 1
�i �.TEL UNITS , , \ a . � �. , . ,�. ,r'` see detail Sheet 5
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CO
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f
\ i I r n V \ I � l ✓.,, P �t m a
+. 9 3 t�. ..,..', � f ffjj !f \ l / i > • .!'P >.,/'\ Ar � ., �,. /i (..f�f S.r/ .tut .. \ ""X*+ �, � fir.
.� a ?• ,o'�',.. ,',.a.. .,»� a 'ra'}7 .C1.. '! '�,''^ '4 . !d � \Y eY
2 bdrm CAS IN p ,e v 1 7,11 / �':•�>
.,. r
ED
a
30 x 30 ~
I 2500 gallon Concrete
1 g �, e �-� ►a '. ~ ,�' Se tic Tank
16 P � U
CABIN O
(traffic rated)
} x
l� I /(
CIO
r/
Double Rowa
j
r- CABI`N ` Siltsoxx
Si GN —� 14 ✓
C'n
�--
(see detail Sheet 5)
CABIN i
a 13 CABIN .: t / r ,
co
/,
r `<� Greater than 3: 1 Slope
I k "" �1 \ Must Use Coconut Blanket. Co :.
SHED (see detail_ Sheet 5)
fix'\18:�
\ Finished slope not to #� Z
t
�� CABIN /�� � INFfLTRh�T101 B SIN 2Pi ` exceed 30'
{
r'�� f ' 1452 SF
t I J Rim = 486.0� Grass Emergency Overflow Weir
t In vert = 485.75
_, I 12 O C Stabilize basin walls w/ ,
t ® LU
C K coconut blanket or equivalent. 6 W x 41
i _ M
m See Sheet 5 for Details .:
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co 00
A�
� ! CABIN
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fi
I CABIN