Fig 5.2 Profile View 6.15.23

"PRELIMINARY, THIS DOCUMENT HAB C-3
SHALL NOT BE RECORDED FOR ANY
NOpTH PURPOSE AND SHALL NOT BE USED
OR VIEWED OR RELIED UPON AS A
0 5 FINAL DOCUMENT". ■
H: 1 "=5'
V: 1 "=5'
FIFE 2176.0'
I FOOTER 2173.5'
2.5'
0.5'
BUILDING WALL
14.1'
77777
13.9,
GEOGRID 1:1 OF TOTAL WALL HEIGHT `
EXISTING SURVEY PROFILE `
PER SURVEY DATED: 11 /23/2020
EXISTING EDGE OF STREAM 2161.9'
PER UPDATED FIELD SURVEY DATED: 12/16/2022
POSSIBLE EXTENT OF WALL DEPTH
C7 DCciv�il
Design
Concepts, PA
NCBELS #: C-2184
*®
BUILDING W
a
GFA: 61,165 SF
a
FFE: 2176
S.
TW 2175.8'
BUILDING #3
MID RIGHT TO RETAINING WALL
SCALE: I' = 20'
WIDTH: 10' TO 12'
CHANNEL DEPTH: 1.5-2.5'
(TRANSITIONS FROM 2.5' IN POOLS /BENDS
TO 1.5' IN RUNS/STRAIGHT REACHES)
0' TO 9' f
4' OF BANK OF RECONSTRUCTED NEW STREAM
WETLANDS EXISTING WETLANDS
....':.`:.`.......'�/i.....`..... HAB C-3 SOIL BORING PROFILE
B W 2161.9'
1:1 ANGLE OF INFLUENCE
4" TOPSOIL/ROOTMAT LAYER
GRAY TO BROWN ORANGE WET MICACEOUS S
SILTY SAND (ALLUVIUM)
GRAY TO BROWN ORANGE WET MICAEOUS
SILTY SAND (ALLUVIUM)
AUGER REFUSAL 04.5
PROFILE VIEW BULLETIN
FIGURE 5.2
June 13, 2023