NCC241377_Site Plan or Location Map_20240506

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lLEGEND
=LIMITS OF DISTURBANCE �.
— a— V— -1— =EXISTING DRAINAGE DITCH(GRASS LINED) /�
=EXISTING GROUND CONTOUR ,y / \
NIM�N=EXISTING PROPERTY LINE / ''� % q
—1—�— =EXISTING RIGHT-OF-WAY LINE -• '-I
- 11854 I =PROPOSED GROUND CONTOUR � .. / +
D 1P`• =PROPOSED GROUND CONTOUR(MAJOR) _ //� +/ o D
=SILT FENCE OUTLET �/ + //+
— — -- =PROPOSED HAUL ROAD ROUTE �- + +4 J
—ro—ro—ro— =PROPOSED TEMPORARY DIVERSION BERM(DITCH) /� �i� ' '�� ++ + ++:/+;
/
=PROPOSED GRASS LINED CHANNEL(TRAPEZOIDAL)WITH TRM LINER / 1+ + + /+/
a o O a =PROPOSED TEMPORARY SILT FENCE -.0"---..,' /� / + + /
—_�------- =PROPOSED CLEANWATER DIVERSION N• W %/ / + + 'S. T o
=AREA TO BE SEEDED //'� / + � t +//..!/ l F RACT
AND MULCHED(STRAW) ' INSFLES .�. /Ir,�O'P +/ .= U "27B N
® =PROPOSED TEMPORARY CHECK DAM W J (WITHIN 14 DAYS) A
=PROPOSED ROCK INLET PROTECTION-CULVERT /'/.' '�""+ ��~ + i + Y , -�>4�
=AREA TO BE SEEDED ./ /4'
) (WITHIN 7 DAYS) /�/"�S/ / '� ++ /,'�.+�+ + INl+ SKI MER+ /, NC GRID
IST-3 =PROPOSED TEMPORARY SEDIMENT BASIIN '�' / I y6 - } } N-A'D'B3�'z011� y —
/ . '0./ .. +/ . / + EPOCH2O10
ir
ROCK WEIR OUTLET-SKIMMER BASIN =AREA TO BE SEEDED O' . /// - �'11 '/ / + TEMPORARY /•„`/+ice 4
WITH RECP O• �1 /�j • - +DN�RSIy BEfj(.t'�F/ +j
(WITHIN 7 DAYS) J C' 6 // . �' ., ♦ \
'INSTALL ",/:://++://: ' Z
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C `.. / APPLES' 0094
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TEMPORARY / j /1►�� / t `1 / /''''.....,....:‹7-:MRATTING ON-'{ /++ �+/+i
CONSTRUCTION ��1/ / '� J 'Is's- �� // SLOPES STEEPER!�{ ' +�`� ��
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ENTRANCE C \1`�--/�' /h.!. ;�iR '.e /% / / {//}14� +
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EAT:35.0340 {) y / +�'- ' F
LON:-84.0999 j ! ,' NSTALLSKIMMER� j, + i, �'� +'/+ /.f �'� + W
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" ONV N ` t�\���E 1 + I+ 'h/+ +/ / + NOTES:
} Y 1. THE RECEIVING WATERCOURSE IS HIWASSEE LAKE(CLASS C).
/ Q ` S�y/+ �+ / ''� + : 2_ ALL TOPSOIL AND SUBSOIL STOCKPILES SHALL BE P LACED 1MTHIN THE
�Jr /�`,, Y' + \',+ ++ '7 F� rif+ +/++
+ + + + Q� LIMITS OF DISTURBANCE UNTIL THEY ARE REUSED ONSRE OR 0N �J
/ .41595. /+ +/+ + REMOVED FROM THE SITE.NO STOCKPILES SHALL BE MADE OUTSIDE LiC Z\ OF THE LIMITS OF DISTURBANCE. L/ / + LINEEXERTING + + ++ J /+/ + +, 4-'CV 3. ALL SLOPES SHALL BE STABILIZED WITHIN 7 DAYS AFTER CEASING r CO
+ y. ! , aRCH V51iH / + Il + LAND DISTURBANCE. ,^ O' _ /} + + RIP-RAPDRCH1 + + /} + 1 ''\ 4. ANY DISTUR OR WASTE ASSOCIATED WITH THIS PROJECT MUST vI A// \\` (\�\J / •f + + + ,�1605+--�i�+ �7+1} + + ((/ �' V COME FROM OR GO TO A PERMITTED SITE AND/OR FACILITY. W LL (�
.±........+........4. ::..):,1+ +4.
• _. y~oao�° �''� —' i� e 5.+—+--- �-+++4/ + + • TOTAL AREA WITHIN F—
/ �°ens`zB
+ + + I + +_�. + ..;..1 . + LIMITS OF DISTURBANCE D W Z Z cD B
I— cf000_
or ��\ /= 4.�' + + + + +...-4 �+ + + + } SPECIAL NOTE: W U 0 Y
/� \�� �raSpPl \, rtnva..� + + S a°P0 +' 'f+ + }/// + T .1. + + / ANY BORROW OR WASTE FOR THIS PROJECT MUST COME FROM OR GO 10 - Q' m
pN ..,,,,4..'
..' +/ + + + + + I TO A PERMITTED SITE AND/OR FACILITY.CONTRACTOR IS TO NOTIFY LLI a W 0
dE / + 1 ��+ + + / NCDEO LOS SPECIALIST BEFORE UTILIZING A BORROW OR WASTE SITE. D Y =
�� „se' ySpP°aG ./ // 3,+I++ + /+ + S + ++ + + = U Z U �d
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a �IAJr / t } '/�/' I PLAN BY BRIAN T.MOORE,PLS J = LI-)erg) ry
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NOTES: / i
60
ACREAGES CALCULATED BY THE DOUBLE MERIDIAN DISTANCE METHOD. 0 120 180 CONTACT PERSON RESPONSIBLE FOR MAINTAINENCE: SHEET
W CONTOUR INTERVAL ASSHON IS 1'. _��� 60 1 MR.VINSON SIMS - 828-421-1795 IDENTIFICATION
CONTOURS AS SHOWN WERE DERIVED FROM AN ACTUAL ON THE GROUND SCALE:1 INCH=60 FEET P 1
TOPOGRAPHIC SURVEY BY BRIAN T.MOORE,PLS ON 3/142023.
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