NCS000304_Topographical Map_20180917

EIR ASPHALT PAVEMENT
PP MX,t
O
64•AREA IN R/W: �/ a
14• ACRE
4,j•• / 9,091.691.6 3 SQ. Ff. � x• A J
DENSE FOLIAGE
\F et03
C
O /1.
NET AREA:
.� LO
M 3.404 ACRES 62 S7,C
00 / /\ 148,270.28 SQ. FT.
ss�o.
4j� POWE F °RE NIR e4o.1
W POLE
NORTH WS / ���� m- NET AREA .e /99 g9 0.75" EIR
OUTFALL 09 ~ ECM X81
1.213 ACRE p
16' 49"�512.0�' 52,861 SQ.Fr O
ECM
[V -
DENSE FOLIAGE "IR 503AREA N
ACRE
AREA: 21,907 SQ.FT.
ACRES
27.097
1,180,344.63 SQ. FT. ?BD•?s f 3S
AREA IN DUKE POWER R/W: DENSE FOLIAGE PP
OLE
8.48' P
_ 3.362 ACRES \ / /•S' I N
n0. 146,453.76 SQ. FT. ON 4 O?
mzz°aD 0g EXISTING NAIL
eixa ea7 "mat NEr AREA
am 23.735 ACRES m7.e 4 7 p
-41,033,890.87 SQ. FT. CD
DENSE FOLIAGE
,a 3 OO AREA BEIWEII, RAW e: RMLROM:
0.062 ACRE
p1ez " °"eer�s"pp
� rc,A,ER 2,705.63 SQ. FT.
PoLE 14i M G (N.r
mts 'ea4.,mae M
WEST WS OCONIRErE PAD e219 me.7 eaz9" py4p \ F � Z�
CONCRETE PAD 0.o'
WRH WELL : mat " '° e9'T.e
OUTFALL mea �• mA, n7e., m.e, mz.e mae Wx' o
maa , eaa2 . exan * ena . meA . W,0. ,ena "sea1z \fie 2• mea p
'CONCRETE PAD n0.POWER ' PoWER POWER N < N POWER
N" 6 A "m°3 " 9°e, nnll . eto � °r0. "e°a.9 POLE �T POLE pIXE A N POLE
30' PUBLIC DRAINAGE • °0 w' " �a ata a AREA IN DUKE POWER RAW: CENTER LME DUKE POWER COMPANY R/W GROUR W� POLE
'6 • ya7 k&4
TOWER '0 j A S •,•a TOWER �EEQ: 2225-375 TW,m
O q7
-SEM
NT eau o�---$"A
O (M.B. 28 71) 49 etw m x0. 146,453.76 SQ. Ff. IMPAvEo / 6243 ,e2aa " °'°.° aT33 ,@. �'e -�� TOWERR e�3 m4a " EI 2 TOWER
h mai e2xa J R .ex7a MQ@XdORIN(3TdM291' - S 88' D�„ 7' t 2540.01' E _ 1
�nrFEWDUKE POKER COMPANY EASEMENT _'16 Ulakw6 5 NIR
AREA WITHIN DUKE
Z , PPOOWWER� POWER n FIR~POPOWER �ll mo POILYEER "eR7x eYl.t t e9TJm 9N.a ,°A'° '°0.°3 x24.6 R 7 O 722.27 SQ. Ff.
655.84 MONITORING WELL Y 2 PPE '38 Lep v PD °".•' -y °" �4 X� -ep- X °LL _ _ N �ACR
E R/W;
POLE
/ ` mea 'eR7 a'Te.7
•'] ,Wy a em ,m9., TANK EN yaala C� �, METAL BUILDIN5�5,7G
W,e �, NIR
(` maY 664.' 1Z MEf LAKE ',m,. W. TANK 6 ,W.7 GONG. ,me.t " O
LMAxMHIXE" A 87,267 SQ.FT. wu >wA me' Ao \ en.4 , 6x' PiE "°'e90 N 9 _ n V OsmRr
COOL
M „90 ,90 .88 N OR 003 ACRES `rP UNPAVED�a 6° ex �° TANK METAL a °Je3 DFlLL me mn 9 NORTH POND BUILDING TOWER BLOCK m;z w �^�� mal ° " °"'' II C)` • ':A e,4.e etzaet w7 t,e,at ° eia \ e0Y3 BUILDING (.�� • W.t
etas"" °]a3 mag UNPAVED $ ��y paj.x [$] " BUIUIING R,✓, 1 ,J, maA m•0. O
s9 7e 4 ` ema m7. "° euz 5� e e]0.7 ,aM.7 t.e I PP ea2a en 1w m, 0fi L7 "e W.4 °' ' eu IR e1ea
8 ' mea e9e CONCRETE rc '•
•8/ ( a 79ax era etaa etaa ,,ea'N, et PUMP . METAL °�j .. .. ° ex NIR
�'O7P ."7ea9 ea.7 °iea eosa B'U•1rNN BTS "ma, Rey 1p R C MON RI G WELL W6) �SrATION " RAIIROAp 78UILgNG °0.0 m9. ... �iN ��eit`we Co198aa a NIR
o...
1 p p° MONITO INCA WE ewa Wa D°AR)NTTDCi� WELL n - ° 9, 7VAEETEERR - - PIPE -
•y ��� q �en. °06'2 PMP / e ' (TEMP 1)MONITORIN�G�-WEL�L4 7 rs � UNPAVED DRNE j� ' alb
L eDat mae ST e3a4
BA 7929 e0a9 " / \ eXeA m� - C8lIBR 1E6� .ya23 L4NHOL&m>, PATCH" HOLE "4' n
y,
aa� TANKS. , et ,ea9.4 m6 W3 POLE• p
o.
'` YY` Wal XS4 et9a �m0., aaeA etas • aMA
POLE
PP MANHOLE mtA' METAL MEf SUPPORT a N PI METAL
POWER U TTS , W3
POLE sX 9 • °y "a 4 1 a 1eW.w 6a° A M °� BUI ING "m'3 m91 BUI D NG • WRKACONCRETE m4, a 0 �Lq C "626 ma NIR
cT '1' 7W BLOCK ,mp3 BIdeD9tG. WORK ARFAC CONC. aH.7 " N
°0°°' mvt wo°6 66°e^°� "aa7A �PD ° "mal CONC. ]3.B m LEAD WORK C C. �Sa ®" C TANK 3].Bm w SOCK BLDG ` me.t ". O
maa ZS
'.rte \ n9eA
'16 FAN BLOCK BTO ' 37.0 ; R - 21.8+9+0 o gi m 29.0
nai m9A 1!` �i�J ASPHALT \ BUILDING '13.0200 27.5 �ri�`L2�K 25'3 °i CRANE SUPPORT aMe III.
, g -0
taA "et9.1 °�° ,a W.7 1 mat• e, mae "m2• BUILDING e]!A '�]e.e C%1 A r
ma E m2x VIA I MEru N = N
WEST POND eT9.9 �r oaie " rotE tO N 1p0
n Ws m N
ei °�-" �°A et ,tea° e4a7 Rma9 wy (_Q� ITOR�{e WELL (W3) \\ ,Wa a 1 W.vea " ROOF I E•. C.1 p
eU T" SdPPIXiN CRME 20.E COVERED ♦ wm6
NIR
$S1.e n BLOCK
r
O • e9ae, EXTENT OF CAPD mag METAL 62� ] X28.5 °i a
O " UNPAVED eta, zto ma4 N " • Mualo BLOCK & METAL,ens W CO
et RP,mi 61NACTIVE EC DUST LANDFILL A0 0 �a3 " 533 +41.2 m N 22.3 GD
Do _ r soja me % cov. ?Y
rn m
eD1A ,ema °t° 1 O aWa ,m7A BUILDING
mu POWER H 1.0
T'7 O �� mt3 CONCRETE L TANK POLE l m 24.6 Im4,7 aae.t mat
W 3 meae1" iae max "mtA ta4 ma"� mat * O,.t UNPAVED " @aU�jIDINC e,a.t • 6u \ t" m6°mat afAe ILDIN '9' .7 Q m + \ ma.e LIGLE
HT T,
•m A +1a7e meA • pP 1 1 6K, " m7.e 6R9 :V " CONC. CONCRETE METAL p �4" 7 v"i \ n 99.0 6i°a POLE 7
O W 0, N lalD BLDG. m I"
O o et2e .stat a ° ela9 "eut PP COCONC. B]L9 J • CRANE SUPPORT JIII
'ems et9.9 °r0. . °test et �A epp m'1.7 W.i U ema' $ 46.6 ma., I a ena a"n.e ma.t NI
mea` mi4 •e SER • f om 54.5 O1 _"°� ' "m6, "W3 NCREIE ROCI( 1L�1
DGM T�y�.�,,�
N O POLE a `e49a mt., m2°" POLE exp mz7 POWER •6 7.8 CONQ�""" AL PIPE -"J 1 RCP AVER " x e34.e "maa e"».9 STORAGE gel
O � txA B9e.II PP ie 1140. OMAN LEORW N CATCH BASIN fti I ..,,_ POWER
m9A e3wA _ qe� \ mt.4 POLE '� 12.8 � BLDG q,em. °aBA a ala• W71
,ATG ^•�'. ma, OD 41. o
Z N m9.mb epp.n 1 ',ea mae
POLE ,m9A- ,ex9:lyPoyo BASIN \4- Et
G� 1 1Q.8 ° °}t°" axe W.6 Q6 " UNPAVED.W.e " ma4 CO A
O I MONITO0NG WELL t'l"A 150.3 \ 13.0 ' W
Z etoe ao9a 1 R� " .e "ea4.7 e5ws I ,'� VI
m4.6 �1
eppA a nax.7 W3 ) W.9 �9 •
71 77 77 etoz ,i9 eP W w mal " ea4a " "m4a ry
mo.• MONITORING WELL $ " ,W0. mt., 9. 77.4 6Y1.° 171.21
_� UNDE VEL OPED a e u m24 I� °° �, 1n
" WA ' ` n +�s "m•., " m•z i6a''2 m4.4
CJ. .5" EIR ' 13 mat a W.e MANHOLE (7) 25.7 Llclar �•
•�X F
LIGHT °i mt.7 LP " esu ,mt.t �'GTCH o BASIN N,3 mt G `e�y' "0.x1 .m•'6
((3 POLE m7."s N CATCH yViGTCH " eaa:7 p31r' POLE
L.#4Cn (n TL�i1
'C1:11
� eoaa Ntl HH 1 7 " "
_\ 9'P 0.x0.1 baa° m1A Il mi.r'N I BASINn eaM m4.4 a mal "m24
2� MONITORING LL (3) mt:7 mz, "m+.7 86.5 l= 25.] ~ ', uA,y�W p a
ema eW WA m'',° ASPHALT " ' S� 100.2 mos m4.e r
0.5" EIR 0.5" EIR 1ryryryry�1A�,,,1, METAL 19 VALVE 9 ea4z •61•'1 a A Cg'NOj :u ws TCA
00 OZ UNPAVED 6WA aWA 1 "662'6 ' W3 Bim' x mal R w N
Z s .e m•.4 METAL e�3 eDa \
M ,15C , LI, .L9 IN ) ss7a SW.4 m,. 310.9 mu.z let 9 S f
MON11i31�1N 3 WA "°6''° BUILDING ^'
Vu P ,
DENSE FOLIAGE -=- N METAL TANK & W0. Wa I- 2 az $ UNPAVED DRIVE66x6 ASPHALTW m4,046D� m
W., " l m o
mt BUILDING POWER m,.9 , ex.4 O
O •en.t "area ,eea2 180.7 H POLEBLOCK eW.7 AL •�„/°\ ass.9 O �7 N Tr�{O(�
r- ero mw.9 CATCH N BUILDING 114.4 IAWH 30.8 n "W.e UILDING e]4A W.7 •s'�' ••POLE^�^ \ e�.e 6,>sa (S' (�j.l ,1nr•' "•
NMONITORING WELL (11 I mta mzt 4B•LSI� * , R Gr • ' s 'm2, mA4" � y "maa " TS N m
qo ma4 ' �a�xx Bw2 _ BAS 38' = c 36• RCP° aWa aWA
II A.,R.@A: 3, 1 5 S Fl". M "I eay.e m+. W ,B6'a " POWER
MONITORIN�zWEL Q• � � cD C�i•1
W, 6Ho.p.CJAY
7•�1? A S ��` z .m7
Po nxa * FlRE REV mt.t% \ II HA9�M 30.9 x Wi° A. J ��
0.5" EIR S 87' 13' e' WA •p3°'' m1.60RNN m CMP tI- � z m m N*' eau 44 :ll •61°''
,9Z SLti M „S£ ,£l .L N Go 139.10' .'6 H01E °"' mzt " 4e.4d m3 24 n 0.r . ASPHALT r
" s M�Dc III MONITORING WELL (W5),
81.3 "W.n Jg ab2 "616p I .(
M'6 �, "e]a.n ma,. lr e32, X2'6 Wwe p RCP " Ma t
PUMP Ws� METAL "i! W.7 ®•. BN4a ,W.0. "0.161 0
W STAnDN N ll " r BUILDING ,W., i A e1,4 m"4,7 1�` y m7A "a4oA V. N
�\ •6y12A m43 ,M2 Wa N O
O P6J. W0. • M. I� 95.3 g
e]1 GT e,m,, m
�l�\ eQ�F� Ay MEIER ,mza A HALT "°m'0. �CXTC.e -at2• NETAL�Mens "m4.9 0.x9 Wa ea, awa WA 0 70. POLE 2 POWER NI NIR
- RAI
BASI
mxa ea4A �
e9y.e / N SS�OSW0. m%a STOR N CATCH WA "M7 mag
iv GD 0.T Nkfm- x- mm2) mal
!1(1 6y� X •UGM FENCE
O ' 626 `7 ` 0.w J" BASIN BASIN Pta • W3 ' " "MS4 "W., m2a OWD
DROP -INLET �6 HCALS�IH m6, m1A LP TEL U1 ''47 O W 2 e!0.•
p,b �0" 'V 4 . C •6A, " •ay,9 ' a "e••� SPACES POIR O _O O t0 A
mza rn LAKE m 6 �, e"n.4 =ypia� ea r r o
R 1.072 ACRES l " i° JUUNGRO •FLAG POLE " ASPHALT
" 32 SPACES O N N" eT13
Cn N W
J CH VAL C[)HC, BTema "
NCGS MONUMENT GROUND BEARING DISTANCE "°'eiad' a• 4 mia exea eao m. SIGN s
LAKE�Iv="
S 83' 4715' eao UNPAVED " ew:a
E 1174.60' ASPHALT SPACES °0.A W COJ N '
en�x •m2.7 c� ASPHALT e29A �9 7CH ' ela4 39 SPACES a4°jfA � W
EIR ON .0 (•6 ' Po PPOOLE R % , N POLE
NIR met - X�UNF_ = X _ - P _ -III IcATE Box Lp LP ess.e " tIR IR jv ee"a.,• 0.0.4.1
SEE ens m9.4 mts en.7 ex3 mu ens W. esa S s., . "\i Nk4
m)., e119 0.W.. , M 6
DETAIL WATER VALVE WATER VALVE WATER u 0 ,L8 N
WATER' 'FlRE HYORAM /� A'
me.t m4e
Box NOTE: AREA WITHIN RIGHT-OF-WAYS: POWR •84 N
137,834 SQ. FT. OR 3.164 ACRESCO
mea aWA
SOUTH POND LAKEVIEW ROAD OOUTFALLNS DA VID cox
~M � NON INDUSTRIAL
z� o (S. R. No. 2485) (50' R/W) ACTIVITY READ (60' R/W)
M EIR IS 25.70'
J FROM CENTER UNE OF ROAD
NIR
CATCH BASIN WITH PUMP SYSTEM INSTALLED IMPERVIOUS AREA: 20.42 ACRES
AT SOUTH OUTFALL TO MANAGE UP TO A 2 YR
STORM EVENT TOTAL AREA: 4, 882, 381.43 SQ.FT.
-PUMPS TO SOUTH POND 112.085 ACRES
200' 100' 0' 100' 200'
Scale in Feet
DETAIL: 1"=20'
LEGEND
EIR - EXISTING IRON ROD
NIR - NEW IRON ROD
ECM - EXISTING CONCRETE MONUMENT
NCGS - NORTH CAROLINA GEODETIC SURVEY
D/I - DROP INLET
RCP - REINFORCED CONCRETE PIPE
CMP - CORRUGATED METAL PIPE
WM - WATER METER
WS - WATER SPIGOT
WB - WATER BOX
PP - POWER POLE
LP - LIGHT POLE
A/C - AIR CONDITIONER
R/W - RIGHT-OF-WAY
RR - RAIL ROAD
SQ. FT. - SQUARE FEET
CONIC - CONCRTE
COV - COVER
INV - INVERT
BLDG - BUILDING
LINE TABLE
LINE
'PF
L1
S 88°
25' 45" W
112.75'
L2
S�O40
25' 45" W
45.95'
L3
0
0
28.40'
w
O
DO
U m
¢
08' 34" W
J
W
F
p
rc
SI
N
9
5 3
N
L6
O
45' 55" E
LAKEMEW ROAD
DAVID
N
46' 42" E
Cox
L8
N 85'
ROAD
66.68'
VICINITY MAP
N 85°
33' 10" E
NOT TO SCALE
L10
LINE TABLE
LINE
BEARING & DISTANCE
L1
S 88°
25' 45" W
112.75'
L2
S 88°
25' 45" W
45.95'
L3
N 52°
53' 55" W
28.40'
L4
N 29'
08' 34" W
55.38'
L5 I
N 15°
04' 52" E
50.09'
L6
N 36°
45' 55" E
56.96'
L7
N 58°
46' 42" E
57.35'
L8
N 85'
33' 10" E
66.68'
L9
N 85°
33' 10" E
96.36'
L10
N 00°
28' 43" E
71.00'
L11
N 79°
06' 42" W
137.79'
L12
N 84'
05' 05" W
53.90'
L13
N 89°
28' 39" W
84.29'
L14
N 56°
31' 23" W
57.17'
L15
N 28'
12' 17" W
72.09'
L16
N 06°
25' 46" E
60.75'
L17
N 32'
58' 56" E
74.41'
L18
S 88°
07' 27" E
19.11'
L19
S 03°
33' 08" W
51.68'
L20
S 00'
34' 31 " W
100.00'
L21
S 02°
07' 49" E
100.00'
L22
S 03°
55' 59" E
100.00'
OUTFALL DRAINAGE AREAS
NO.
WATERSHED
ACRES
1
NON INDUSTRIAL
2.6
2
SOUTH
4.2
3
NORTH
49.1
4
WEST
56.2
E