20240840 Ver 1_Design/Maps/Site Plans Revised_20240828

30' ZONE 1
15' UNDISTURBED AREA
EXISTING CULVERT
�8�
TEMPORARY IMPACTS
FOR SANDBAGS, PUMP
AROUND, DEWATERING
ANCHOR WAY
STREAM CHANNEL TO BE IMPACTED
STREAM IMPACT MAP
LEGEND
® STREAM IMPACTS
❑RIP RAP STREAM
IMPACTS
NOTE
1. WETLANDS AND STREAM
VERIFIED BY PILOT
ENVIRONMENTAL INC. WITH
USACE AND NCDEQ-DWR ON
MAY 9, 2023.
G STREAM CENERLINE
RIP —RAP
KEYED INTO
STREAMBED
PUMP AROUND TO
DISCHARGE ONTO
RIP —RAP
Culvert Crossing
1 +.00 1
PROP. 2" FORCEMAIN
CULVERT INV. 771.50
STREAM INV. 772.00
PERMANENT
PERMANENT
PERMANENT
PERMANENT
TEMPORARY
IMPACT
LINEAR STREAM
LINEAR STREAM
IMPACT
KEYED IN
IMPACT
KEYED IN
TEMPORARY
IMPACTS
LOCIDTION
TYPE
IMPACT
IMPACT
RIP —RAP
RIP —RAP
IMPACTS
(SQUARE
(FEET)
(SQUARE FEET)
(FEET)
(SQUARE FEET)
(FEET)
FEET)
STP-101
STP-102
STORM/ROAD
CROSSING
147.68
551.87
20.66
82.83
35.27
361.66
REVI
DATE
DESCRIPTION
BY
I PROJECT 240009
1
DATE 5/29/2024
2
DESIGNED JLM
3
DRAWN JLM
4
CHECKED JLM
5
SCALE 1"=30'
6
SURVEYED N/A
STREAM IMPACT MAP
Anchor Acres Subdivision
1861 Burke Mill Road
WINSTON-SALEM
FORSYTH COUNTY NC
HEADWALL
O
PROPOSED
GRADE
PROP. 6" WATERMAIN
PROP. 2" FORCEMAIN
HEADWALL
EXISTING GRADE
STREAM INV. 773.00
CULVERT INV. 771.96
C A ROi
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770
769 MCCALL
1+00 1+50 O E N G 1 N E E R I N G
GR0LIP, P L L C
1"=30'
MCCALL ENGINEERING GROUP, PPLC
5867 GROOMETOWN ROAD
HIGH POINT, NC 27263
[phone]
JEREMYLMCALLPE@G MAIL. COM