SW6221101_Soils/Geotechnical Report_20221129 (2)

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US Army Corps
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x_x %_FENCE CANOPYSSMH N 486,833
x-x-x—x-x_+; E 1,989,778 /+y
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TOP PIPE=257.65'\
BOX BOTTOM=257.61' \ j // \ +% yX
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B-00(Y.C.) E 1,989,981 ♦� oN N
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PINE WOODS / N 486,652 ♦ ♦ _ PINE WOODS QCN ° N Q Z
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E 1,9891777 N 486,530 ❑ J❑❑ 0 J U) Y 7 ¢
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B-03(Y.C.)
MATCH SHEET Ip CG10 486,543 ; LEGEND: w w J Q a g
N 486,451 �✓�� - 01 1,990,426 x/ z L) ❑ ° z o
_ � CD
U Z < ¢ —1n 0H!
I 4SOIL TEST BORING � - w Q � � - � a -
ASPHALT E 1,989,628 P T - 01 i LOCATIONS w Q = _ � oa�
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LL Q Z F U o
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SOIL PERCOLATION a ° 1--
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N 486,z 99 N 486,499
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C ZMAT STORAG B - 0 5 (Y . C .) - E 1,990,146 E 1,990,374 I �� Q
' FF = 267.67 B 10 (Y N 486 440 ' '� J ❑
+ SHWT SEASONAL HIGH WATER < CD z
ED [RELOCATED] ED ED ED I +i/ TEST Q CO
STORAGE (N.I.C.) STORAGE (N.I.C.) STORAGE (N.I.C.) STORAGE (N.I.C.) STORAGE (N.I.C.) E 1,9g9,978 A +�/ I
/ WATER TOWER SITE
I //+ X-5181
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z i j P-PT-02 PT-05/SH T-02 +
PINE WOODS
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a B-04(Y.C.)0 _ N486,407 N486,391 I y�sa�+\+\ ^ry`
N 486,361 B 11(Y . C .) N 486,354 E 1,990,389 N 486,316 1 +\+\+
E 1,989,649 E 1,990,041 E 1,990,164 E 1,990,378 I +�+ SHEET
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PT-03 SHWT-03 PT 06 \+�,,�y a J z z
B SHEET U Q
'j N 486,318 IF -bI \+ B-101 o M, = m 0
N 486,317 1 z a °' c) _
E 1,990 ,147 � Z uj <
E 1, 990, 263 � dQ
-12(Y.C.) B-13(�sC.) KEY PLAN �QN OwJO
n nEn L C� O
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N 486,258 N 486,257 ♦ ow w
ASPHALT E 1,990,101 E 1,990,421 \ ` o
CONSTRUCTION CONSTRUCTION LIMITS/LEED BOUNDARY cn
_ S RUCTION LIMITS/LEED BOUNDARY Mlvc— ' — '
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J I I ' I jOR
SHELTER
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MATCH SHEET ID B-101 SCALE: 1"=50' SHEET ID Q
50' 0 50' 100' w
B-1 00 z"