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WETLAND E
TO REMAIN UNDISTURBED
I_
W704,34 (1608
I I I I I
P POSED IMPACT OF WETLAND D v c
(395 SF, 0.009 AC +
8" PIPE DRAINS I
THROUGH WALL
x x x x x x x x�
PROPOSED PIPE / II
DRAINS TO WETLAND
_ PROPOSED
TEMPORARY II
+ IMPERVIOUS DIKE
(TYP) II
WETLAND F J x�
TO REMAIN UNDISTURBED
�x x x x x
x x x x x x x�
I II I PROPOSED IMP OF PERENNIAL STREAM B C)
��- (115 L�6 SF, 0.013 AC) z J w
I — w J�
/ \ / Q 0�
/ z 00
w
Lu Q No
M
I' I \ \ ^ 2 '�/1 M �
50 /� �__— \ Q z ;m��
49-\- ���� // O J Zaov
52 J z o
� Q u.i "
+ V_/ � w w_ 0
I ±100 LF TEMPORARY z + Q�Q
II. BYPASS PUMPING WITH m = Q LL v
IMPERVIOUS DIKES CC Q y
(110 SF G o
PORARY IMPACT) Q �
x x 0
t
8 I S m D
t �I I +
V 0 AMENITY
DS
osi I AREA IMPACT
I T II e I CLUB I AREA 1
DS 0 20 60 O
DS
T O � SCALE: 1" = 40'
O I
DS PROJECT #: 217-050
JL
O I I I DRAWN BY DK
Ds p, CHECKED BY : BG
.O
MARCH 21, 2023
--X III DS
Ds
1
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Copyright 92022 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations am the property, of Design Resource Group,PA; and are intended solely for the use of the recipient noted. No third party use or motlification is permitted without written authorization.
REVISIONS:
WD2.2
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