SW6230807_Plansheet - Proposed Drainage Area_20240327 (3)

_36.46 237.85
41P �` �P POINT OF BEGINNING
LEGAL DESCRIPTION ENGINEERS
\ G RCP TRACT 1 INTERIORS
RCP --J
TOP= 238.2 S 27`32'33"E
INV.= 236.99 \ 23.46' HARRISON FRENCH
& A S S O C I ATE S LTD
1705 S. Walton Blvd., Suite 3
Bentonville,Arkansas 72712
t 479.273.7780
f 888.520.9685
`. www.hfa-ae.com
C" 9�r RCP
g TOt='1240.85
1.., w z ui m
DRAINAGE AREA INV.= 239.17 �o W
�\ 40 30 20 10 0 20 40 60 80 w o¢w o z o
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BOUNDARY
LLB . Vol
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SCALE: 1 inch = 40 ft. 0-1N s w
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RCP ou wwcc�xwox�
\` \� TOP= 242.19 ~ =z o LL~zo w oz o
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INV.= 240.58 T PROPOSED
Tc FLOW PATH
° — — PROPERTY LINE Lij
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DRAINAGE BASIN OUTLINE Q
/ �� �•�� ���"4 "�� X-X DRAINAGE BASIN ID '
° 07 DD o
DRAINAGE BASIN AREA (ACRE) W N
CD 1JU
INLET 1-3 4
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LOVE'S \
TRAVEL CENTER �•�� � �Cj \
C
NEW PARKING LOT AV -� \ \
,. � MCP
SOP= 242.43 4
INLET 1-2 - \ \ INV.= 240.96
Tip
A.
INLET 1-1 o
POINT OF STUDY
0.
RCP ,/
/ MM"\
I �
�� 0 \ �\ \ \ G 2024.03.27 12:52:57-06'00'
STM Dq_6 0
NOTE :
0 2 \ 13 NO WETLANDS WERE OBSERVED ON THIS SITE PER WETLAND HARRISON FRENCH
" �• ` �- �� `� / w v\ &ASSOCIATES, PLLC
INVESTIGATION BY WETLAND SOLUTIONS, LLC. MEMO DATED 7 COA#P0402
-� . -� . �w . •�" �`. - `� �� 0 POST-DEVELOPMENT �Q DULY 2022 (ADAM CASTER).
= 238.87 ��.`� ��` "„��• ,.`�� DRAINAGE AREA m� .m�4 0�
BASED ON THE NORTH CAROLINA SURFACE WATER
237.87
ushed �" �" 9.55 AC CLASSIFICATIONS AS WELL AS THE WEEKLY WATERBODY
Y�� RUNOFF COEFF: 0.71 \ ►"� ` �4 REPORTS THERE ARE NO SURFACE WATERS WITHIN THE AREA
\ V ' OF DISTURBANCE FOR THIS PROJECT.
_ \
PROPOSED08
GREEN SPACE \
ISSUE BLOCK
w ` 7� "� "� /�`. �� �4 \" DA-3 \ CCD5 16 JUNE 2023
45 \`"�" .�"�" " `" `" \�� CCD10 15 DEC 2023
CD
Ce
co
CO
CDA-1)
0.16
\ STORE N0. 412
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52 , 08/02/2022
I DOCUMENT DATE:
o �i /
� � -
CHECKED BY: WFM
U \
4
/ • --� � o N_B 1 NFU �� '= �.. �� w , "� . \ DRAWN BY: DAG
241.13�
PROTO CYCLE:
D ��, — ou " , - �- -= �� = �� , , , PROPOSED DRAINAGE AREA PROPERTIES: ± 9.55 ACRES
�, P O• gOk PROPOSED — �. "�� LLo��U -`1-`���� oV �� PERVIOUS AREA C=0.15 COMPOSITE RUNOFF COEFFICIENT POST
DRAINAGE \ o L`o`4� �� o J GREENSPACE 3.22 ACRES C=(0.15'2.79AC)+(0.85'0.56AC)+(0.95'5.08AC)+(0.95'0.16AC)+(0.85'0.48)+(0.95'0.48)
DEE DRAINAGE AREA "moo 00 - `, 9.55 AC
DEVELOPMENT
BOUNDARY SWALE \ �� n 4�, - �� . -�� y
E o Mq ��� J EXISTING GRAVEL -=� �,` _� ��= IMPERVIOUS AREA c=o.71 DRAINAGE PLAN
8 �� C=0.85-0.95
N o / 9 PG. G �g \ �� PARKING LOT 6.33ACRES
9
o N / LOT \ SIDEWALK SHEET:
CN M INSTRUMENT No. 2013002682
L6o
BUILDING FOOT PRINT CU o / N/F C7 . 7
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BENTON AND SONS DUNN PROPERTIES LLC