20201245 Ver 1_Horton Park_Impact 13_20211013

DEWATER FOR CONSTRUCTION/
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DOCUMENT
PROPOSED SANITARY SEWER
MANHOLE FOR FUTURE DEV
ACTS
R1-B1 FFE
—ROAD IMPACT) -
1,6 SF - N
,RAP
TOP OF K p2��� cO �6 LIMITS OF
DISTURBANCE%
C,�C HEADWAW
� F
E
S AM STAR
LOCATE TPF 1 FT LIMITS OF DISTURBA
B OTJD STREAM P INT)
STREAM
/
INTERMITTENT IMPACTS I
-UNIMPORTANT
STREAM'F' (
PROPOSED SANITARY SEWE�R
MANHO� (FURORE DEV))
STREAM BUFFER ZONE 1"
ROADWAY IMPACTS (R1) (TEMP IMPACT) ® (PERP IMPACTS)
N CHANNEL: 0 LF / 0 SF
NC CR/D WETLANDS BUFFER ZONE "2"
(NAD BJ) R1-B1: 1,633 SF (BUFFER) (PERM LOSS) (PERP IMPACTS)
R1-B2: 2,633 SF (BUFFER) WETLANDS W ,
RI -WETLAND: 0 SF BUFFER ZONE'T'
(PERM - W (PARALLEL IMPACTS)
NO PERM LOSS)
WETLANDS r BUFFER ZONE "T
(TEMP IMPACT)Ld= [:�g(PARALLEL IMPACTS)
Roadway Impact Gladsong Drive (RI, Impact 13) Proj #
PEAK 161201
- HORTONPARK Drwn By: JR Dwg No
Engineering & Design Chk B : JR 23
1125 Apex Peakway I Apex, NC 27502 WHITE OAK TOWNSHIP Date: March 2021
ph: 919.439.0100 of 24
www. Pe a k E ng lne a rl a g. a a m APEX, NOR TH CAROLINA 27S02 Scale: 1" = 40'