19900355 Ver 2_Site Plan_20090929

_ EDGE OF GELL
PROPERTY LINE
2' CONTOUR 102
UNDISTURBED PROPERTY BUFFER
10' CONTOUR 100
STREAM AND WETLAND BUFFER -
SPOT ELEVATION 100.50 EDGE OF CELL g~~~°~=~~
STORM DRAINAGE PIPE
2' CONTOUR 102
2' CONTOUR (DASHED} - - - - - - - HEADWALL
10' CONTOUR 100 OVERFLOW STRUCTURE
10' CONTOUR (DASHED} - - - - - - - SOLID LEACHATE PIPE ~ ~ ~
PERFORATED LEACHATE PIPE ® ~ ~
UNPAVED ROAD
LEACHATE CLEAN OUT LCO
PAVED ROAD LEACHATE SUMP
DITCH CENTERLINE / SIDESLOPE BERM •,a
STORM DRAINAGE PIPE _ _ - _ _ _ = o Ftl
W~ Wv'
MANHOLE Q DOWNDRAIN PIPE AND RISER ~ ? w 2 ? w
S E ESC TIO
FLOODPLAIN SINGLE ROW SILT FENCE
° • ° ° ' ° ° DOUBLE ROW SILT FENCE XX ?
JURISDICTIONAL WETLAND ° ° ' ° ° ° ° 6 ? ? 9 ? ? 0 ? ? ? ? ? 0??®
® TITLE SHEET
OUTLET PROTECTION 1 INDEX TO D ~'JINGS D LEGEND
HEADWALL 2 EOUNDAY SURVEY
SEDIMENT TRAP
OVERFLOW STRUCTURE 3 EXISTING TOPOG PHIC CONDITIONS
4 TOP OF SOIL LINE NF STUCTU G DING PL
BUILDING
5 LEACHATE COLLECTION PLAN
TREE LINE 6 FINAL G DING PLAN
PIEZOMETER PZ-1 ? FINAL D IMAGE PLAN
GROUNDWATER MONITORING WELL MW-19 ~ EROSION CONTROL PLAN
METHANE MONITORING PROBE MMW-16
9 LEACHATE COLLECTION LINE PROFILES m CELLS N0.2I 2J
METHANE MONITORING BAR HOLE PUNCH MM-10
10 LEACHAT COLLECTION LINE PROFILES ®CELLS NOo ZK 2
SURFACE WATER MONITORING POINT SW-3
11 LANDFILL CROSS SECTIONS A E
BENCHMARK 1? SE UENCE OF FILL m CELL N®• ZI
OUTLET PROTECTION 13 SEQUENCE O FILL ~ CELL NO.2J
14 SE UENCE OF FILL ®CELL N0a Z
SANITARY SEWER sN sN sti
15 SEQUENCE OF FILL ®CELL N®. 2M
16 SEQUENCE OF FILL ®FINAL G DING PL
17®20 MISCELLANEOUS DETAILS
1.
SEP 2009
AEA • TER ~IRUTY
VlE119~NDS ~dD S ATER 6R~PlCN
en~eA
SERI. ~ ® D
i ® t
,q~^ p~~ i®®® p' •o®®bV~ IVL ®•a• ~ e~®•®® 1V~~•®®®c9
F 0
INDEX TO DRAWINGS AND LEGEND
P A.SE 3 E PL S
C OTTE SPEED A L FILL
FOR
REPtJ~LIC S~vVICES ®F S®tJTH CAROLINA, LLC
CABARRUS COUNTY, NORTH CAROLINA
DES, A , E E Y T EELE, INCo
CONSULTING ENGINEERS
478743-7175 484 MULBERRY ST. - STE. 265 478) 743-1703 ff A MACON, GEORGIA 31201
PROJ. NO. 6703.351.01 DWG. CMS -V-P3-NT EDIT 4-30-09
SCALE NOT TO SCALE
DATE APRIL, 2009 SHEET 1 OF 20

0 300 I 600 0 300 _ _ 150
~0~5 GRAPHIC SCALE IN FEET
O O S O O O a °op g o 0 0
O O O O O O O Of N i~ <D- N ~ y.
N N ~ N N N z z z z z z ® Z
~
E 1,507,000.OD 5~0 E 1,507,000.00
/ ~4° ~a9S \ t, ~ ~ r, . ~
GENERAL NOTES: _ ;SW-2A ~ SW-4A,
1. TOPOGRAPHIC INFORMATION PROVIDED BY INDEPENDENT MAPPING
k ~ CONSULTANTS, DATE OF PHOTOGRAPHY FEBRUARY 3,2009. ~ ~ it
r r ~ I ~ _3q yep a o,
1~ 2. SITE BOUNDARY INFORMATION PROVIDED BY CHARLOTTE MOTOR s n
SPEEDWAY LANDFILL. ~ ~ °9 ' ~ o ~n- MW-41 ff ~ , ~ ~ Sao
- - ° ° ` V
3. FLOODPLAIN DATA OBTAINED FROM F.E.M.A. F.I.R.M. MAP # 3710550800J, oBS EXISTING EXISTING ° i~ lry~
4 SEDIMENT DATED NOVEMBER 5, 2008. 1 SEDIMENT h~° ° ~ ~ - MW-43 ~
o BASIN N0. m BASIN N0.1 MW-28 M~2_....~ (J// n N % _ 045 1 MW4,U
N AND RI HT OF WAY PR V ED BY T E 4. SANITARY SEWER LOCATIO G 0 ID H ~ W ~'J' ~ a0 ~ N
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY WSACC iN AN ® ~ w MW-44 ;c ~~044 - ~
E-MAIL DATED APRIL 3, 2009. x a
x / ~ ~W-27
5. ALL WETLANDS SHOWN INSIDE THE LIMITS OF CELLS N0.21, 2J AND 2M x / x ~ BMW-26 ~ EXISTING DITCH
E 1,506,000.00 WILL BE PERMITTED THROUGH THE U.S. ARMY CORPS OF ENGINEERS o BENCHMARK-
FOR DISTURBANCE PRIOR TO CONSTRUCTION OF THESE AREAS. PERMITTED FACILITY x ~ - BOUNDARYLINE > a `-°a ° z
TYP. x ~ ~ ) - ~ ~ ® h ~ ~ x- ~ ~ x--
°,a 00 MW-29 ~ ~ °0
' & . • ~1 ~ S
,..1 ~ a O 0 'C1 ~ Ua ~ 6
~ F. o ° ° ~ ~ pp
p 0 ~ ® RI ° (fy C) ,fl fTl ~ MW-39~'~' J '
~ °
640 ~ ~ ° , ~ ' ~ `Z~ ~ (fl ~a MW-30
o
, 1.---x- n.-- a o ~ =EXISTING PAVED o aQ p~ . - ~ - _ - ACCESS ROAD ~ ~ ~
~ ~ D
' a a o a • > a ao ~a, ~ ~ (TYP.} FLOWARRO o
© ~ C~ ~ ~ • ~ y, 7, ,
° MMW-4 ~ o a MW-14B a-`''~- a ~ _ w p ao a G'..? ~ ~
E 1,5D5,000.00 a €=Yw~' a CJ t ~ t ° ~ ROCKY R1VER:~5o5DOO.oo t, °„~l i,, ,
MMW-3 p , Ufa a .~,s - . \ ~ MW-31 i`~~~
If 4 b _ / , ~~I ~ MW-14 ~ ~1 f~ b ~ ~
~ 1 MW-32~ ~
a MMW-12 0 o a ,..7
~ EXISTING UNPAVED o `zt 1 ;.,;r, ACCESS ROAD " 300' BUFFER LIN ~ ~ ~ ~
-x x ~ p ii o .G9 `
x ~f` a o ° ;.1 e , MW 37 LIMITS OF 100 YEAR
D ~ ~ MIN-33° + ~ i ` EXISTING ~ " ` FLOODPIAIN I `
f D SEDIMENT, ~ MW-38 ° WATER ANp SEWER AUTHORITY BASIN N0.2 ~I; ~`t® ~ y6 ~ OF CABARRUS COUNTY WSACC
X + MW-11 ° _ x ° ° ° ° 2 ~ 54" ROCKY RIVER INTERCEPTOR
- ~ WI 100° WIDE RIGHT OF WAY
b p X19
\ _ _ ~W~4 JURISDICTIONAL ~
o 1T1 L FILL J s WETLANDS
x o a ~MW-24 _1 A P ~p MW 7 SW-4
MM1N-1 \ s (TYP.)~
E L5O4,ODO.OO
~k ~ . ' e o \ ` + o i.:
g~ ~
. ,nv a m q•
On ~ ~ o ~,D 1~
~ MMW-24 s
~ I'~,
is ~ o 6 O
7 0 r~'''
0 O
N
S~ ~ o~°
V o yyo
- . MW 18A ~ ~l ~ . 0
s 0

MW-20AR MMW-16 ~ ~ - _ - v MW-19 _
. ; MW-19A ~ .....::MMW-15 t, o o , ~ . a MMW-17 ~ 65 ~ E 1,503,000.00
oss MMW-21 r; ~ ` D i.
r MMW-22 ®09S ii:i..........~., ':::i?ii:••. a b a o ,
' MW-12 •MW-25~ 4 0 6
p Q ' ~ ' ~ Q
MW-2 - ~ 1 ~ a';:. oe 9 o~ o ~ , ' ~ ~ ~ E
:0 ' ~ ~ ~d NORTHING EASTING ELEVATION DESCRIPTION
q ~ ~ .";r SOIL BORRnW PIT 585073.90 1505958.83 592.79 NAIL IN PAD
~6 ~ 640 -.,:MMW-18.. 620 °
1
C~ .MW 2A a o o
MMW-20 , ~ ~ EXISTING SCALES _ ° bg9 I Y f~ ~.r
r ~ ~ AND SCALEHOUSE ~ r .
b ~~®m®000000® 0000000600 ~ ~ ~ ~~SS1pN ° 6,.~ESS~ s
500 ~ 0 i. ~ .--v-L-` °
a° SC71L 6q e y ~ e °9g 3224 ~ °
O 6y0 570 0 0®.
MMW-23.:~ • ~ t <-~~4. B®6 61N~~:~°'~B y~3Bl°~ ~&®ry'®.6® IN~®~°rt~~
E 150 000.00 MMW-19 ' ~w ~ -.~TI ~~'NE~ ~ f.
ACCESS M
CONTROL GATE ~ D i Q ~
r y ~ ~ EXISTING TOPOGRAPHIC CONDITIONS
° ~ :r`>
h ~o o SW-2 ~ ye ::1 PHASE 3 ENGINES NG PLANS
MW-10'~'`~~ ~ ® \ CA ® E T® SEED~IA. LANDFILL V
Q MW OA , ~.,y,. SW-1 ~ O • PERMITTED FACILITY ::f"
BOUNDARY LINE - ~ FOR s.~I~~~~`°'' ~ REPt1ELIC SERi1ICES OF S®IJT'H CAROLINA, LLC
(TYP.) ;r
d'r's ~ ' CABARRUS COUNTY, NORTH CAROLINA
~ CE, A , E Y ~i LE, C°
C NSIILTING ENGINEERS
ASS d 478 743-7175 484 MULBERRY ST. - STE. 265
E 1,501,000.00 EXISTING SITE o o ~478~ 743-1703(FAX) MACON, GEORGIA 31201
ENTRANCE a o 8 o PROD. NO. 6703.35I.01 DWG. CMS V•P3•TP EDIT 4.30.09 0 0
ca CD m 8 a S o $ SCALE P' = 300'
I~11 N IWfI ~ co C6 M co z a z z z z SHEET APRIL, 200SHEET 3 OF 20 z

I
- _ z
~ ? I
00 0 200 ~ 400
. G IC SCALE IN FE ET
ors °o
00 00 °o 0 0 0 ~ y o
0 0 0 p O O 0
CO tf ) tb 0~ OQ ~ \ ir:;: ::~s::;;:::;::~;.~ ~s~'l.,. \ ~n
i.!') in ~ z z z ~ :.y ~ \
m ® s \ z
y~0 09~, ~Ns E 1,507,000.00 \ i .f~,',,.
i ros
GENERAL NOTES: ~ :
1. TOPOGRAPHIC INFORMATION PROVIDED BY INDEPENDENT MAPPING T
CONSULTANTS, DATE OF PHOTOGRAPHY FEBRUARY 3, 2009. SW-2 ° . . ..:e~::~:~:.:.:. ~ .:...,.F:::. .
2. SITE BOUNDARY INFORMATION PROVIDED BY CHARLOTTE MOTOR ~
L I L. ` SPEEDWAY ANDFL
~ ~ k r' ~ ® ~ N ~ m
l 3. FLOODPLAIN DATA OBTAINED FROM F.E.M.A. F.I.R.M. MAP # 3710550800J, EXISTING
DATED NOVEMBER 5, 2008. ~ ~ SEDIMENT
~ W BASIN N0.1
4. SANITARY SEWER LOCATION AND RIGHT OF WAY PROVIDED BY THE - .°m°m a
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY (WSACC) IN AN d HEADWALL ~ . ,
E-MAIL DATED APRIL 3, 2009, oas N0.300r , o Q
t - g80
o - OVERFLOW 300 ` 0 °f
STRUCTURE 5$ x ~ I cr 099
~ 570 Apo p OVERFLOW - -
D SE - ~ ®SE l R®P 0. ~ ~ h~ STRUCTURE <m ~ 5$0`590 570'580 N0.5I~~ I I
~ P iN ~ sa r5jo \ SpS o "T
PERMITTED FACILITY ~ o o 58 yg0 / 0 y90 , 590 590 HEADWALL
BOUNDARY x / r \ , 5.9.E ~ N0.500
x / g r sso 5$D ~0 ~ ~ 500 ~ ~ 1
S80 ~ ~ ~ x f~. p B
~ ~ 5a o BENCHMARK ~ t:
o s~ 'ty ~o x ~ ~1 ~ Q, ,
° o A. cp f j i''i::
X ---x-I ° ~T s~ r! € k3i'Y.E i
a ~,I, PROPOSED ~ X
~ a SEDIMENT
x x $ © a "sso Lf,l
L.-! "'i
o G 8go~ 14° HIGH ~ h^o a
9 ~ r1 V ~ ~RETAININGWALL o
® ~ ®®~z
Q ~a~ -"~...i~-.. Vii. 4 B~ iA ° ° Ul
i 9 F~ • °
5 ~ ~ o ~ a
D s ~
g •P~^• ~ ~ u° o s t~ yea®0-,~ ® r
5 0 ° 9 B 0
, ; Oo ~ ~tii9 0 0
~ ®0 ~0 JURISDICTIONAL
o 9 a® ~ ~ r; ~I sc9® ~ J ..'s•": WETLANDS ~ 1
° ~ p
' ~ o 2• ~ ~ ~
595 v;~ /
f~'' 9 ~,/"_;r ''r,2 60Q ' ` ROCKY RIVE
~ 99 9 ~ 5 ~ X610 67p~,
r ~ - g ; . 00 ~
594 Q-.,_ rJ r~ E 1,505,000.00

~ P s oo o ~1
y ~o y'' S`~ .0 EXISTING LIMIT , ~ ~ ~ o un~ITS of 10o YEAR E CH ARK
6g J~ OF WASTE J m G o i ~p ; ~ NORTHING FASTING ELEVATION DESCRIPTION
59 ° ~ • 580
Ropos o ED s 58®590 59® ~ ~ (RIVER FLOW ARROW-~ 585073.90 150595$.83 592.79 NAIL IN PAD
EDIME ° ~ ::::::OVERFLOW BASIN I SEDIMENT ° ~ (TYP.)
No, 4 o ~ ` :;;::STRUCTURE
©o °~oo®ao EXiSTING~ 1~'` N0.4 ~ ~ ~ ~ PIPE N0. SIZE LENGTH SLOPE f~ATERIAL INLET INV. OUTLET INV.
° ® 4~ ~ ~ 5 SEDIMENT 58 ©oo ~ 0 o X580 EDGE OF CELL 300 48°' 78° 3.85% RCP 576.00 573.OP
° 0 BASIN N0.2 ~ ~ a 400 o, a 510 ® 570 ~~'P')~ ° 400 42" 78° 1.28% RCP 572.00 571.00
°0° 0 ~ d j` l ° • ~ 500 48°' 78' 3.85°k RCP 578.00 575.00 h6o WSACC 54 ROCKY RIVER
a / HEADWALL INTERCEPTOR W/ 100°
o g N0.400 °,°,.,,m b • WIDE RIGHT OF WAY i
ti
` ~ JURIS~TI~L ~ HEADWALL N0. INVERT
4 ~"::;iiiiiii.iiiiii?:;:5iss+"%:'" I h iiiii WETLANDS 300 573.00
J (r(o 1 400 571.00
~ z h 500 575.00
~ ~ ~ 6 3~ 0 1 0
~ ii~:iii...,.,.... B 0 s r 49 ~
0 a w N
r f b 0 00 @° S~ S$1 P
~y:--='' E 1,504,000.00 r" Q s® 2` ~ r` SEAL o SERI.
4 r o , j: ~ a m 3 'g 16 ja
ro ~ r AIG G~ ~°m~ 1 S~®1 ~q /~~j°o o°
GI N B®0 ® ®®0®00000000® ®~0
~"t~ WHEW ~ F,
70 ~e 0
7 o I; ~ o ° ',oa >o p ° p 8
9 G Q N TOP OF SOIL LINERQNFRASTRUCTURE GRADING PLAN
~ ~ o I 9
D y o ~ p 6 P ASE 3 NG~NE N PLANS
5 n
ros O 6 CAL®TT C~T~ SPEE~IAY LANDFILL V
d B FOR
REPIJELIC SERVICES ®F S®t1TFI CAR®LINA, LLC
A \ ~ R 10--•"x- A ~ CABARRUS COUN'T'Y, NORTH CAROLINA 0
J
. ~ :i:i:i:t a o O D Qn a e o y^o X60 ~ OE E E Y ELE C.
° ~ All ~ 11 n
CONSULTING ENGINES
478) 743-7175 484 MULBERRY ST. - STE. 265 o
478) 743-1703(FAX) MACON, GEORGIA 31201
PROJ. NO. 6703.351.01 DWG. CMS W340 EDIT 4.30,09
SCALE 1" = 200'
DATE APRIL, 2009 SHEET 4 OF 20

I
O ~ 200 100 0 20 i:. T : ,i-_~..-._-,~.~ _ - ; 0 400
,
ass -a~s GRAPHIC SCALE IN FEET
0 0 0 °o
0 0 0 0 0 0 0 0 0
~
Z ~ Z
°
~
5~~ D9G Ns E 1,507,000.00
GENERAL NOTES: - ~
1. TOPOGRAPHIC INFORMATION PROVIDED BY INDEPENDENT MAPPING CONSULTANTS DATE OF PHOTOGRAPHY FEBRUARY 3 2009. ~i'~. .
„ Ia ~ _ r•::~- .
k 2. SITE BOUNDARY INFORMATION PROVIDED BY CHARLOTTE MOTOR a;, '
SPEEDWAY LANDFILL. ® ® N
~ G ~
~ k 1 y 3. FLOODPLAIN DATA OBTAINED FROM F.E.M.A. F.LR.M. MAP # 3710550800J, EXISTING _ " ® ~ ~
DATED NOVEMBER 5, 2008. SEDIMENT
~ BASIN N0.1
4. SANITARY SEWER LOCATION AND RIGHT OF WAY PROVIDED BY THE ~ ° _ yo y~. H ,
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY (WSACC) IN AN " ~
E-MAIL DATED APRIL 3, 2009, oas HEADWALL °
N0.300 ` ° ° yg0
OVERFLOW 300 b
STR TURF 580 x ~ uc .
~ N0.3 NT ~ IME ~ o ~ SE® a _570 yro®® OVERFLOW _
T1N0 ~ EX'S 0.3 =580, ~ y~' STRUCTURE -._-....590 _.,.%580 NO.5 il?
~ INN ~pS s .5~0 ~ ao x o \ A ~ ~
PERMITTED FACILITY ~ o 'O _,,:;590 ~ 1 ~ ~ ' i HEADWALL , z ~ ~
~ ~ 600 BOUNDARY X 60 _ 0.500 I ~
~ ~ ~ 61 6 x 600 620 .0 'Zfl 500
62 3 A::~ ~ ,
x ~0 0 6 6 @~ p0 6p,0 ~ ~ o z i 5
o BENCHMARK i 20 660 6.., 6 60 v 6... 6. ~ ° ~
X ~ 6 ~.r 63 610 ~ ` 6 ,.0 - 6~0 - o x-
,r,,._.-x-~ ~ c~ - Bp,O 680 6,;.q x Bg0 68- 6~q ~
0 X `v; g0~ ~ _ 0 ;(10 ~ . EXISTING - ~ X
s 66 -2 1~0
x~.X 70. 1. • 6 "2, SEDIMENT
~ 680-= &0 ~1g0 ~~~1 o SASIN N0.5 III
0~ 60 r1: , Z 69,....--- 1 9 I I ^O a e15 ~
- 710-~--'"' / i
1 ° a 720 - 0 = 18
~ a ~ i N
o - 73 O s ~ n s° °
r. ® ~
.G~. 7.. ~ I . •.PG. ti 50
° . ~p. D / 740 g ~ / - ~ 73® y 0 / ~ O 0 ;
. F ~ 40 710 ...--7 7
.0 ~ g, ~o a,o 770 p JURISDICTIONAL ~ ~ 1
~1 ;6_ ` WETLANDS ~ y
i eqy 750 y D (TYP.)% ~ t
5 60 ; 65(x''- ' - i 1 740 ~

a ~ 3 - 7TO ~ ` ~ ~ ROCKY RIVER
a 6~i G ~ 65 6s0
600 68
740-_ , 5g0 67I 670 rr ''J' E 1,505,000.00
- 66( o ~ - ,
64a 64 ~ ~
y ; :
,-6
.____-`--730 ~~I`'I"~~'~ cs ~ =.720 J~° cP 600 6 ® LIMITS OF 100 YEAR =00~ - q~
059p , y
580 9( o ---.....-~-_..=_710 0 ;700 ISTI 0
o NG SED _690 ~ IMENi` 9ED1MENi` ~ ;
_~---680 ::>_:.OVERFLOW BASIN • NO° 4 0 00 000 --670 :::::STRUCTURE NO 4 ~ ,.I °
oQ o EXISTING;_~~ a o ~ , e~ g 660 N0.4 i z
moo "0~ ^ SEDIMENT ~ 580 650 ,580
~ © o6ASIN N0.2 400 5 oo ~ 640 Ip 570 . ~
o ~ o y 630
o a 620 ~ . HEADWALL 60 • • ~ ~ ' WSACC 54" ROCKY RIVER y INTERCEPTOR WI 100°
0 `f~ N0.400 ° 61 v a ° a s ~ 1,~., m , , WIDE RIGHT OF WAY t
'600.. ?=-_-~.z"~'-'-- 4
g -580----~ JURISDICTIONAL A
G, ~ \ WETLANDS ~
/ ~ (~'P•) NORTHING FASTING ELEVATION DESCRIPTION
"s;~:i s Wm y 585073.90 1505958.83 592.79 NAIL IN PAD
4 ~ h ~ j ..~..~...o
SN SN
~ A sae
P~ a ®®®•••••o®® ®®••••••o••o
~ i e ~ ~ cccc o • ~ ° c m JJ~ y~ • SS G
N B I:;:::;::::;;;':'`:':': E 1,504,000.00 l ~ r ° ® SEAL
g r n _ ~i:i ® • ° 2 ° 16 °0
M w t •
• ~ 3 ~ • p1ptl~~ o~ l 1 ®IN~~ a~
q0 0 rii't. /
2 ~ Q o°°; o Q 1% f:~:Ei • , o (i i • iji o ° ,Oo no p, Q 9i p~
•oo D• ®O O ~D 7 M 8 _ ~ ~ ' N ~ e
9 /I FINAL GRADING PLAN 9
-70o---. - ~ h e ~
'.--..~...--.-Og / ASE 3 ENGINES PL S
5 ~ 6 0 5 CAL®TT GT SPE~IAY LANDFALL V
A ~ 0 8 ~ FOR
~ s - z / REPLIELIC SERVICES ®F S~tJ CAR®LINA, LLC
A R n o / ~ CABARRUS COUNTY, NORTH CAROLINA
p ~ ~/1~ i~ / ~ ~ ::;;II~~~'~••~o ~ ~ ®GE, E E Y ELF, ITIC,
° e
CONSULTING ENGINES
° 478 743-7175 484 MULBERRY ST. - STE. 265
~478~ 743-1703(FAX) MACON, GEORGIA 31201
tv, PROD. NO. 6703.351.01 DWG. CMS V-P3,FG EDIT 4.30.09
SCALE 1" = 200' SHEET 6 OF 20
DATE APRIL, 2009

~
GENERAL NOTES;
DOWNDRAIN SIZE OF N0. DOWNDRAIN
1, TOPOGRAPHIC INFORMATION PROVIDED BY INDEPENDENT MAPPING ~ 200 100 0 ~ _ 200 400 1 18"
CONSULTANTS, DATE OF PHOTOGRAPHY FEBRUARY 3, 2009.
ors ~s GRAPHIC SCALE IN FEET 2 18°
0 2, SITE BOUNDARY INFORMATION PROVIDED BY CHARLOTTE MOTOR SPEEDWAY o ~ 3 18°' \ °
o LANDFILL, ° 0 0 0 iii O ~ y ~ 4 18"
0 0 \ ~ 5 24
0 3, FLOODPLAIN DATA OBTAINED FROM F,E,M.A. F.I.R.M. MAP # 3710550800J, DATED ~ ~ 6 24
~ NOVEMBER 5, 2008, ~ z z ~ :.•s \ z
~ ~-i 7 24°'
4, SANITARY SEWER LOCATION AND RIGHT OF WAY PROVIDED BY THE WATER AND SEWER AUTHORITY OF CAI3ARRUS COUNTY (WSACC} IN AN E-MAIL DATED APRIL 5~0 ~N 8 24°. s\~
3, 2009, oss ~ ~ E 1,507,000.00 g 18"
1 _ ~ tis 10 18°
5. ALL DOWN DRAINS SHALL BE A MINIMUM 18`' DIAMETER CPP. DOWN DRAINS ~ r ~ 11 18..
SHOWN AS 2 SOLID LINES REQUIRE AN ADDITIONAL PIPE. s ai 12 18"
1
6. ALL DRAINAGE BERMS SHALL BE CONSTRUCTED SO THAT THE SLOPE IN THE k ° sue-- 8 13 "v:
CHANNEL IS > 1.0 % MIN. ~ ~
~ ~ r1 ~ ~ 16 24°'
\ EXISTING. _
^ SEDIMENT ~ ~ BASIN N0,1
° ~ ~Q ~e ~ 's~; 19 18"
1,_ r
HEADWALL m`°`° oes ' ~ ~ ~ 20 18..
a N0, 300 ° y80 - ~ _ ~ 21 18..
OVERFLOW 300 r ~ 22 18"
STRUCTURE ya0/~~ _ oss ® ~ • ` 29 18"
N0, 3.~--- ~f1EN ~ SEQt
1°ING 17 E~1S n'p, 3 , -570 c~`~ ® OVERFLOW _ 24 24"
~ / tN INLET s° SAS e., g °5j0 /'/~~560 h~. STRUCTURE 25 24°' 6 57 .,---~..---INLET- N0.5 '`-~-~-4;:. 90'~'~... 580
x a ~ ~ ~ ':A INLET +;r 95 - , ...c° ~~-=---""r~EL. 598 29 ` ( 26 24'~ 690 ~~~-=-~-•_.~..,-590 ~ 1 l , ~ ~ HEADWALL z i,~~ 27 24..
PERMITTED FACILITY ~ ;a EL. s0o~ 27 " BOUNDARY x , S L.6 3 - INLET , 6 ,./~=INLET=;,'~,; tr m
/ ~ INLET';,, 14 ' ''-~EL.600%':'~26 x / 8 EL. 6 -____~~EL 620,, /®.i~ 69 ~--_R"'.-~-. 2a ~p N0.500 I EL 62 EL. 620 n O ~ ! ` 28 1811
_ E . 62 INLETa . 1NL. T~;'~ INLEL;; 13 6 EL. 620% .``.25 ~ ~ 500 'S 6&0 '~~~"`L''4 F~~.~~ cn ~ :;i: 29 180
EL. 6 ' 62 EL, 640 3 ~ X , 7 a ~ _,__._,/INLET
o BENCHMARK ~,~INLET/., INLET 12 B E . ~...~EL.640~',,24 0 60 -<-~!EL 620 6 i-E 2EL. 660 $Q 24 ~ to ~ 2 INLET ~ ~ O z 5 30 18 6T0- _ 1. 64 _ lNLET~' INLET, EL. 600 ° ~ 31 18°
X INLET , , ~ ~ NLET~;. - EL. 660 2 INLET,: „ 11 , 66 3 INLET EL 640 EL,62D ,p
X ° o EL. 640 5 L. 66 EL. 680.' ` ~j0 ~I -'l ~ / ~ INLET'..- 2j~' 69 a NLET;: EL. 660 ° ~ ~ --~.~'~-.V L 68 36 37 38 Iw 32 18"
_ INLET ; INLET..:.... ~ EL. 680 22 V-~- ~ _ r,, ~ ~ ' 4 ~EL. 700v ` 10 S \~'EL. 8 ~ / i . EL. 660... ~ \ 9 ~ INLET'S 22 710~L~ 7 ~~LE ; 3a 35 ~ ~ ~ , , 33 18,.
- INLET INLET 'w EL. 700 ! 21 +N'+.. EL 700~~ 33 i. ~ ~i':'
" - i , EL. 720 ~ E . WLET:~.. X...---~'" ~ i / L. 702 rQ ti 4 0 L. 646 / EL. 720_ . E ~ 21 73 EL 2~ LL 720 32 ' E~ENT 34 19" 72D 2D SAS 6 N N .5 35 18
- 1 ,EL.7001 , ~ ~NLET VLET 19 ' ~5 1` EL 740-'' 31 ~L,h 1~' ~ , 0 0 36 18°
~ i ice.- L. 722 L. 740 ~•'~`._~j3 .7z z ~ LET , ,EL 740.!, , L 740..- : L. 63- ~ EL, V EL' EL~ ~L' , ~ ~ I 37 24,E ?INLE _ 6
esb J,_--.".'~ - ~EL.720 L. 742 ~ ~ ~f'~ ,7Q ;EL.760 L~ 7 9 62 2 ~1NLET~~:~18 ~ 30 X121 ~ ~
z L. 8fi ~ SQ.. ~1NLET.~ 18 / -EL.760 '':780- ~ ELL 720 ELI.7D~ INLET Cs~ ~ " 38 2411
• ~ INLET ~ L. 70 ~ - ~ EL. 740 INLET.-•' (NLET EL.781 ~ / :,~u111 ~EL.680~INLET, ° ° ° ° ? 39 1$
!730 ; ° ~ ® E . 7 4 EL. 780 ®°~EL,780 • ~ 3~" EL. 660EL~6441NLET 40 18"
~ 26 EL. 7 2 ~ r EL.7 L. 74 EL. 781 a 4D ~I 1 ~ 1
• / 41 I' ~ FL. 620 i P~ ~8z 42 ~ 11~ ~~1151~~11~, 5 41 18
a p'.P ' ~-Q s O.gP. INLET EL. 782 1--,".`---"'' ~ 7 ~ _ EL. 760 EL. 782 ~ 43~ 42 18°' ~
Cx~`~ ~ ~ 55 ~ .7 _ 710 NL /763~L ~ 18.. oo/dii/ / , 43
~ ..-740 INLET ° o~//,% O ' ®'.`J~ 1~
56 L 740 \EL. EL. 780® ~ ^ ~ o ~ ! ~ • • / \ ! 44 18
~.E .68 ~ -~~EL 720 45 = L~/~~ o / JURISDICTIONAL ~ 45 18
a, .74 .74 ~i LN ~T / EL~ WETLANDS( Q ~ ~ 48 18" 46'~~{~,"-EL.760 704~~ ~ (TYP.)% \ I
s 668 700 `-DEL. 74U El ;~~o o ; • D oss \ ~
~ a~INLE 2 65. 59 aEL. ~ 4~ ~ ~ ~\\680 \ INLE _ / ~ 1~~t 1~
L. 648 - , . ~ 0 ~ 0 46 EL.720 ~ L5 ~ 49 18
7 63 _ 60 El, 660 48 NLET L / ~ . ROCKY RIVER 50 1a°
a =61` rr 61 ' \INLET~ .6 ® L. 8 - , . „ ~ EL. 640 49 8TH :INLET EL 51 18
740 ~ INLET E 66 s`` ? E 66 50 ;'.':EL. 680 / 1 y 52 24"
0 590 S~ ' ~EL. 620 50 „NLET / , E 1,505,000.00
c + ~INL L ~2 51 a 63 `L. 600 s42 51 ~`~EL. 6s ° ` 53 24" =INLET 54 24"
X22`_____ 52 DEL 640 h
- aS D 52 ? 55 " L~ 62 ~yo® o, LiMITS OF 100 YEAR 18"
"•----730 ' 53 /®,,y1 FLOODPLAIN 56 18
G-'-~ ""--~"'---_.'_.--720 J t: cA 5 0 90-__.
o ~ ._710 ~ "58 ® 54 '`~J~® EL. 598... ~ i7 ~ 57 18" 54 p ~ RIVER FLOW ARROW
Q 700 ii ~X~T - / ING S 0 0 -690 18
x'"680: ::.;.OVERFLOW BASIN SENT ~?.o s 59 1a„ °4 ~
a o° o®0 670 :::::STRUCTURE y `V ` ~ 60 24..
o b g 660 EXISTING;;:=1~'' N0, 4 o i ~ ®oo b0~ SEDIMENT 580 ---•-___,._650 I 580 ~~;€II' 61 24"
a BASIN N0.2 400 S - =570 62 24•
o ~ 6 r"'`'`•- 630 .
"i a "~-----620 o HEADWALL y6o ~ I>'~~';~' WSACC 54'° ROCKY RIVER 62 24°
INTERCEPTOR W(100°
_--,_______610 .,'s~, N0.400 ° ° ° ° ° ° ° ° ° ° WIDE RIGHT OF WAY
590-=, ..1 g --580.-- ~ , 'i° ~
i"~ ~ JURISDICTIONAL E ARK - WETLANDS

_ ~ l ,,,,,t , (TYP°~ NORTHING EASTING ELEVATION DESCRIPTION 2
m 585073.90 1505958.83 592.79 NAIL IN PAD
` ~ s
cs 'r~ ~ ti
D ~ o ' ~ o e ~~Y~/~"
r ®®•o®®9•e®® ®®®••®•re®•
rjlljy 7 ~ r~•:.~.: •f B®~~~75(®~/~®•®® ®®00 _r~~7J({/N/ 0~ ~ E 1,504,000.00 rre~ • ~ `~V' • ~
g r r S •
m / ` r % ~y}
O ~
0 \
~ s FINAL DRAINAGE PLAN
° D b 1 ii 9
0 S 3 NCINE NG PLANS
5 ii ^ , _ e ~ s ; ~ CALTT T SPEEDWAY LANDFILL V
b ~ .::aii:~. O FOR
8 a
~ 2 REPUELrC SERVICES OF SOUTH C.AR®LINA, LLC
2 ~ CABARRUS COUNTY, NORTH CAROLINA
1 . 0 e ~ o ~~o y6o "
^ C
~ / / ~ 1""~ CE, E E Y TRI ELE, INC.
CONSULTING ENGINES
9 ~ g - - C' 478743-7175 484 MULBERRY ST. - STE. 265
° 478) 743-1703(FAX) MACON, GEORGIA 31201
PROJ. NO. 6703.351.01 DWG. CMS V•P3-FD EDIT 430.09
SCALE V = 200'
DATE APRIL, 2009 SHEET 7 OF 20

SEDIMENT SASIN DATA
SED BASIN N0, 3 SED BASIN N0.4 SED BASIN N0.5
~ DRAINAGE AREA TO BASIN (ACRES) 35.1 28,0 14.9
SEDIMENT STORAGE VOLUME REQUIRED AT 400 26,820
d ~ 1840 CU. FT. PER DISTURBED ACRE (CU. FT.) 63,180 50,
_o~s STORAGE VOLUME AT PERM. POOL LEVEL (CU. FT) 203,479 187,438 97,092
ors
o °o °o BOTTOM OF BASIN AT ELEVATION (FT.) 574.00 572.00 576.00
0 0 0 0 0 0 PERMANENT POOL (FT.) 577.00 575.00 579.00 '
0 0 0 ~ ~ TOP OF LEVEE (FT.) 584.00 580.00 586,00
~ ~ ~ WATER LEVEL DURING 25 YEAR STORM (FT.) 580.32 577.49 582,18
z z z ° ~ ~ WATER LEVEL DURING 100 YEAR STORM (FT.) 589.14 577.85 582,60
RCP RISER T UCTUE
o SIZE (FT.) 5' x 5' BOX 5' x 5' BOX 5° x 5' BOX
5~ oss ~ INVERT ELEVATION BOTTOM OF R1SER (FT.} 576.00 572.00 578.00
GENERAL NOTES: HEIGHT (FT,) 5.00 5.50 5,00
~ `~:...;a,. CONCRETE BASE DIMENSIONS LxWxH (FT.) 10' x 10' x 2' 10' x 10' x 2' 10' x 10° x 2'
1. TOPOGRAPHIC INFORMATION PROVIDED BY INDEPENDENT MAPPING I;;: ;I;Is:;, DEWATERING ORIFICE SIZE (IN.) 1- 4"(H) x 16"(W) 1- 4"(H) x 18"(W) 1- 4"(H} x 10"(W) .
CONSULTANTS, DATE OF PHOTOGRAPHY FEBRUARY 3, 2009. ~ - ::::!%his::..:s..,..:,::::;:i:;::::i;:; ~~'""'IIII = DEWATERING ORIFICE INVERT ELEVATION (FT.} 577.00 575.00 579.00
x ` TRASH GUARD DIAMETER (IN.) #8 BAR - 8" OCEW #8 BAR - 8" OCEW #8 BAR - 8'° OCEW
2. SITE BOUNDARY INFORMATION PROVIDED BY CHARLOTTE MOTOR
SPEEDWAY LANDFILL. ` ~ RCP CARRIER PIPE
~ x ~ 3. FLOODPLAIN DATA OBTAINED FROM F.E.M.A. F.LR.M. MAP # 3710550800J, DIAMETER (IN.) 48 42 48
~ EXISTING ~ DATED NOVEMBER 5, 2008, ~ SEDIMENT - LENGTH (FT.) 78 78 78
~ W BASIN N0.1 ~ `T~ SLOPE 3.85 1.28 3.85
4. SANITARY SEWER LOCATION AND RIGHT OF WAY PROVIDED BY THE $ INLET INVERT ELEVATION (FT.) 576.00 572,00 578.00
° WATER AND SEWER AUTHORITY OF GABARRUS COUNTY (WSACC) IN AN D DOUBLE ROW OUTLET INVERT ELEVATION (FT.) 573.00 .571.00 575,00
IL 2 0 . oes - ~ - SI E-MAIL DATED APR 3, 0 9 HEADWALL SILT FENCE ~ N0. ~ SIZE OF ANTI-SEEP COLLARS (FT.) 2 - 8' x 8' 2 - T x T 2 - 8' x 8'
O (T N0.300 8©/"~ (~P) CONCRETE ENCASEMENT OF CARRIER PIPE (FT.) 5'(W) x 3.5'(H) x 23'(L) 5'(W) x 3.5'(H) x 23'(L} 5'(W) x 3.5'(H) x 23'(L)
VERFLOW 5" ° ® 300 --%"1 ---~.PROPOSEDTEMPORARY ~
N T 5g0/,er cn ~ / STRUC URE, o SEDIMENT't•RAP (TYP) ~ ~ ~ I E I T L VI
~ N0.3 NT ICE ~ ~ g~,D R®" OVERFLOW
°(ANp EX`S p, 3 ~ N ,7 •Aa, 570 yw® STRUCTURE X SILT FENCE DOUBLE ROW
~ SIN - .a.• :5 P S8® ~a/ 580 ~ SILT FENCE 610 _ 5g- X570.580,,,_..,-- _ N0.5 ~
~ 29 MIN. 2, 7L- A~ '-590 - 4rf * W2 PIPE N0. RIP-RAP SIZE LENGTH L W1 W2
PERMITTED FACILITY ~ ° -O w~27 x 6 BOUNDARY ~ \ y ~ 63 ~ R1P•RAP 300 12" 28' 12' 40'
~ x
g / J ` '`,r~ 500 HEADWALL L OUTLET 400 12" 22' 10,5' 32,5' PROTECTION 500 12" 26' 12' 38' 850 N,0.500 ,
x I~~`, W1 DD 8 12 25 8 31 "'~+m~~.-~,.~,.~----- p° ac~o DD 17 12'° 24' 8' 32'
p BENCHMARK 65 870 ® DD 27 12'° 26' 1 T 1 T
x - o _ By DD 29 6" 10' 4.5' 14.5'
J---'' I J 0 0 89p'''---_..,_ ~ as DD 38 15" 28' 8' 34'
_ 0.~"`---- ~ ~ ~ ~ ~ ~ I DD 44 9" 20' 13.5' 13,5' ?10 ~ DD 54 12" 23' 6' 29'
; EXISTING DD 63 15" 28' 6' 34'
xr,,,,.-x - `,30~~---~---..~"`,-1" ~ ~ 11~~ , 'a SEDIMENT _
/ q'~ ~ 1 SASIN Q. 5 DD DOWNDRAIN PIPE NUMBER REQUIRING OUTLET PROTECTION
_ ~
19 5Q
1 ~ i r- ~ O ~ ~
~ ~ 0 .m ~ ' < ° ° JURISDICTIONAL
m,; ; ° WETLANDS
r •
G~~' ~ ~ 75Q I
nn p.P 9 47~r~

Qo 7io . ~ ,-a m h:. ;~0 ® ~ . 90.5 / /
~ _ • 67 _ ~ ~ ~
s ~ .,---~','-~-'6 ~/l' oss ~ ~

63~ s'-~ C RIVER
7-~
e ~~610--~•
° ; 590 ~ PROPOSED TEMPORARY = ~ E 1,505,000.00
o , \ O SEDIMENT TRAP (TYP)
{ 63 ' ~
P - ~o®
.~,y~~®o ~ LIMITS OF 100 YEAR
- - s - 730 ® 5,~-... ~ h~®/~~A ~ I ~ PLAIN
X580 ~ • ---..___,~`-._.._710 '--580 ~ RIVER FLOW ARROW ' p
Q ~~7 I~ EXiSTI a o 690 ®IMEN
. / T `~------680- ,;.:OVERFLOW BASIN N®, 4 :N N®, 4 -
ao 0 670. >,STRUCTURE ~ N ~ :~k€ I
° o~ ~ g- s -660 ` EXISTING? N0.4 6 0 / ®~o yk~ ~ SEDIMENT 580 p ~ 650 400 .580 's"
° 0 0 0 ~0 r oBASIN N0.2 570 ~____-570
0o g 630 .HEADWALL DOUBLE ROW ° ° ~ 200 _ 100 0 200 400
N0.400 a 620 T SILT FENCE y • ' WSACG 54'° ROCKY RIVER ° -N f_~-
=610-r"""~~ , ' ' ° ° ® ° (T(p) " s'':!"~ INTERCEPTOR WI 100' GRAPHIC 5CALE IN FEET ° ° ° WIDE RIGHT OF WAY
b ~ ----600=- ~ ~ ~ a ° • ° ° °
=590-__-~` g -'580 = r° JURISDICTIONAL
d d ~ ~ I WETLANDS E ARK
a ~';;';;,,;I;:;::
J (~P') NORTHING EASTING ELEVATION DESCRIPTION 1 y
c m s / ~ o . s 585073.90 1505958.83 592,79 NAIL IN PAD
D S SN S~
/ \ +Y ~Do ~~Or
® omomo
r r i~?r' m® mom m m 0 SS1 t ! 4. o e SS e 6 m 0
N I ~---..-i-;`,',..;;~_.. E 1,504,000,00 9l s t®e~ = m ~
g r p ~L SEAL m m
N 32 3 m ® s
G'~ _ mmmmooom® mmmeaemmomo®G ~~~r Ew c~ F.
a o • •p o a 0 €'i:::
72 ~ a • 0 ~ IE E ~ i;i( o e •OO 0 i 44 9~
l../ °o .o~o° o ~o a n 9
e 0 a ~ o ~~~jjj EROSION CONTROL PLAN 9~
0 0
~ Q h 0 6 / P ALS ENGNE NG PLANS
~ E • n C.A ® ®TG SEA.Y L.ANL7FILL V
0 6 ~ ~ :ilyii O POR
8 V~ O
2 REPUBLIC SERVICES ®F S®UTH[ CAR®LINA, LLC
R n ~ ~ CABARRUS COUNTY, NORTH CAROLINA
g t 0 0 e °o' o y^o y~~ ~n
' ~::::i o •
,a-~.~ ~ . ~ c~ Y ~ ~ nom.., _ 1 .~/11 ~ yI ~ ..1.0 l ICES, A E E Y ALE, C.
CONSULTING ENGINEERS
° 478 743-7175 484 MULBERRY ST. - STE. 265
743-1703(FAX) MACON, GEORGIA 31201
PROD. NO. 6703.351.01 DWG. CMS V•P3~EC EDIT 4.30.09
SCALE 1" = 200'
DATE APRIL, 2009 SHEET 8 OF 20

11 ! -
FINAL CAP SYSTEM
7
7
FINAL GRADE
740 SIDESLOPE DRAINAGE BERM ~ 74
(TYP.)
720
f i 7 1 Q
7 11 1

7~0
FINAL CAP
SYSTEM
7 6
a
a J
u
FINAL GRADE u 7 640
a m
e 0 4
PROP POSED
620
t u CELL J -CELL . 2 U
C u ®
t ~ 24"THICK PROTECTIVE CLAY LINER OR LOW w
u w COVER PERMEABILITY SOIL LINER
60 MIL FLEXIBLE w
WsACC ~ 1 INTERCEPTOR 100' Z -z MEMBRANE LINER
I ! T F WAY ~ ~ W DE R GH 0 o Q ~
...rw :„zur :v.»r::• °^rr ra....
~ ml r - ~g ~ •••.w . ,,......r, ....,.•rn:
0-a ~ 5
- ~o J w
W W Z N JLL N
SIDESLOPE ~ STRUCTURAL FILL (TYP.) c°, u~'. ~ w
DRAINAGE BERM W > ~ APPROXIMATE SEASONAL - r ~ ~ ~
(TYP.) ~..,~w -HIGH GROUNDWATERTABLE ~
0 U „
0 WSACC 54 ROCKY - 54" ROCKY ~
~ RIVER INTERCEPTOR C~ - ITERCEPTOR d~
PROBABLE BEDROCK ~
SOIL INTERFACE o.
5 4
3
J W W NOTES: (APPLY TO ALL CROSS SECTION SHEETS}
U
z LIMITS OF 100 YEAR PROPOSED _ POP o 1. EXISTING GRADE ELEVATIONS TAKEN FROM A TOPOGRAPHIC BASE MAP
o PROPOSED w w FLOODPLAIN PREPARED BY INDEPENDENT MAPPING CONSULTANTS, DATE OF
z CELL . 21 CELL . 2 o ~ ' „ CELL NO.2J °w WSACC 54 ROCKY PHOTOGRAPHY FEBRUARY 3, 2009.
- ~ ~ ~ RIVER INTERCEPTOR CLAY LINER OR LOW m 2. LEACHATE COLLECTION PIPES ARE NOT SHOWN ON THIS SHEET FOR CLARITY.
d w 24"THICK PROTECTIVE ~ U PERMEABILITY SOIL LINER °o ~ p COVER m
3. SEASONAL HIGH WATER TABLE INFORMATION TAKEN FROM SHEET 5, °'MAXIMUM
W z W z ° W ~ -W z w 60 MIL FLEXIBLE ~ LONG-TERM SEASONAL HIGH GROUNDWATER MAP (PHASE 3)", IN THE "DESIGN
~ ~ ~ ~ 0 MEMBRANE LINER J ~ ~ Q W W ...;.m:.... 1- HYDROGEOLOGIC REPORT", CMS LANDFILL V -PHASE 3, (CELLS 21-2K and 2M),
SOLID WASTE PERMIT # 13-04", DATED AUGUST, 2008, PREPARED BY DAVID
IL Z W GARRETT AND ASSOCIATES.
4. BEDROCK INFORMATION TAKEN FROM SHEET 6, "BEDROCK SURFACE CONTOUR
5 a o a x m w _W MAP (PHASE 3)", IN THE "DESIGN HYDROGEOLOGIC REPORT", CMS LANDFILL V -
PHASE 3, (CELLS 21-2K and 2M}, SOLID WASTE PERMIT # 13-04", DATED AUGUST,
' STRUCTURAL FILL TYP. ( ) - 2008, PREPARED BY DAVID GARRETT AND ASSOCIATES.
w
APPROXIMATE SEASONAL ~
HIGH GROUNDWATER TABLE ~
v o
LANDFILL CROSS SECTIONS A & B
WSACC INTERCEPTOR ~
100' WIDE RIGHT OF WAY ASE 3 ENGINES N PL S
2 PROBABLE BEDROCK C ®TTE GT SPEED AY LANDFILL V
SOIL INTERFACE FOR
REPUBLIC SERVICES ®F SOUTH CAR®LINA, LLC
CABARRUS COUNTY, NORTH CAROLtI1NA
-
'
le~~:..®P•P®®e® ®er,we®® ®~6JS.tIJ' 9 9.e .~d Y 4~r T L.A..~' .Ll\C.
® s tp seg. CONSULTING ENGINEERS
32 ~~3 ®F ~478478) 7743-7175 43--1703(FAX) 484 MMULBERRY ST. - STE. 265
ACO , GEORGIA 31201
4$••. INS``®~ ~ ~ ®®.®NGINE~~•~ ~ PROJ. NO. 6703.351.01 DWG. CMS V,1`3-XSAB EDIT 4.30,09
~If F. ~ Ell C SCALE 1"=200' HOR. V=20' VERT.
DATE APRIL, 2009 SHEET 11 OF 20

i\ 2,
BLACK LETTERS MIN, 18" DIA, SMOOTH
WALL CORRUGATED ~~/i//~ 6 ~ 1.5
PLASTIC PIPE 3° 1
4°x4" TREATED POST NOTES: b b G~
0 2P 1. DIVERSION BERM TO BE CONSTRUCTED 1
T OF CLEAN STRUCTURAL FILL 10' 3
IDENTIFICATION ~ 2. RIP RAP APRON WIDTH =10 FT
DIRECTION OF CUT LETTER OF CUT 3. RIP RAP D5~=5" \
~~~,,~//y/\.,
\,~\r,\ \ / /~./r. SECTION VIEW
\ /
1 3 ~ RIP RAP D 12" RIP RAP D50 =12"
CHANNEL WIDTH = 8° ' ° ~ APRON WIDTH = 6' ~jy ~
SHEET WHERE SHEET WHERE CUT IS SHOWN }b ,
CUT IS TAKEN MW =GROUNDWATER MONITORING WE ONITORING WELL ~ `c~v
EDGE OF CELL 1.5N:9y ~ yH',~v
EDGE OF LINER b b b
NOTE: OTHER MARKER DESIGNS MAY BE UTILIZED LEACHATE CLEANOUT g ~
AT THE OPERATOR'S DISCRETION. 1,SH..~V 15H.1v
MIN.18" DIA. PLASTIC PIPE
PLAN VIEW
L I L P T
I I I I I
16' MIN,
16' MIN.
~ ~
\ \
~r,iair,iry.,i~ TREATED ~ 2 ~ ~i~~i\~\/\\%\ \ 1 ~r . ~ 4° MIN. \ .
4 X 4 POST ~\r~/ \ 1 4' MIN. ~~\~~~\i/\/ , \ r r. ~ / ,
~ 5 r~ ~
COMPACTED 6 / \ ~ ~~\~i\/\\/\ ~
EARTH BERM EXCAVATED
4 CHANNEL NUMBERS TO BE PAINTED NATURAL SUBGRADE 6x6 6(6 WWM ~ NATURAL SUBGRADE
ON WHITE BACKGROUND (TYP) I
PERMANENT 3 ~ ° UNLINED SCC PERMANENT CONCRETE SCC
= POOL LEVEL 8 ' 12 ~ 8" -12"
2 4' RUNOUT
0 16° MIN.
1 BOTTOM ELEVATION
0 6' -12'
12"THICK FOR 6" RIP-RAP 4' MIN.~A~i; \%/\/jAA/~ 1 ~j~j~\/\~Ui~~`/
2 18"THICK FOR 9" RIP-RAP ~\~~V'\~~ ~~~~f\~ A~ 12 TURN DOWN
~r\\r~\r\\i 1 ~ 24"THICK FOR 12" RIP-RAP ~ / ~y/~~\/~ \
o \ N 30"THICK FOR 15"RIP-RAP
N 4 IN. ~ ~r \ NATURAL SUBGRADE
~
ROLL OUT EROSION CONTROL PERMANENT FABRIC PARALLEL TO
GEOTEXTILE DRAINAGE FABRIC DIRECTION OF FLOW AND OVER PROTECTIVE MULCH IN SCC'S.
RIP-RAP SCC GEOTEXTILE FABRIC LINED SCC
I I
I
(AS NEEDED)
I
NCDOT #5 OR #57 12' WIDE MIN.
WASHED STONE ~ )
~,amoeme(o~om,®® ~•,emo®em
1 min®~C~cJ~~Jgg~®~Ar~°o~ ~®,A®mj~L,JJ~ ®®®°®m
1 1
~1 I II _4 0 ® S4i1L 'IC a its' e s 224 $ is ~~t°
FLOW ®~d ~e/09 °Lm
ANEW F.
~ ~ ~ TIL IL
NATIVE ON-SITE STONE MISCELLANEOUS DETAILS
PHASE 3 ENGINES PL S
CA ®TTE ®TG SPEED A DILL V
FOR
REPUELIC SERVICES OF SOUTH CAROLINA, LLC
CABARRU5 COUNTY, NORTH CAROLINA
OES, A E E Y T ELE, C.
UU N6UL lN(j LN(jINEEKS
ROCK FILTER DAM CROSS SECTION 478 743-7175 484 MULBERRY ST. - STE. 265
478 743-1703(FAX) ACON, GEORGIA 31201
PROJ. NO. 6703.351.01 DWG. CMS-V- P3.17•Dl EDIT 4.30.09
SCALE NOT TO SCALE SHEET 17 OF 20
DATE APRIL, 2009

NOTES:
1. La IS THE LENGTH OF THE RIPRAP
APRON,
1.33 LBILINEAR FT p 2. d=1.5 TIMES THE MAXIMUM STONE STEEL POSTS FILTER FABRIC DIAMETER BUT NOT LESS THAN 6".
FILTER FABRIC A ~ A (5' MIN LENGTH) ~ n SECURED TO ado ~ 3. IN AWELL-DEFINED CHANNEL, A 24"DIA. HDPE SDR 11 A SIDESLOPE RISER
6-0 STEEL POSTS WITH HOGWIRE - - -
REINFORCEMENT ~ EXTEND THE APRON UP IN THE do CHANNEL BANKS TO AN ELEVATION l 0 ,
FLOW ~ ' ~ ~ - - F 6"ABOVE THE MAXIMUM 0 J 0 0
B 0 ~ - ~ TAILWATER DEPTH OR TO THE TOP 0 Q
IaI I®I I~I 18-24 ~ OF THE BANK, WHICHEVER IS LESS. 0
\ ~ O 8"DIA. SCLID HDPE SDR 11 ~ LEACHATE COLLECTION
' \ 4, A FILTER BLANKET OR FILTER FABRIC C „ ~/j//\/ PIPE CLEANOUT RISER PROVIDE HDPE FLANGED FITTING
/\/y\j\ //\j. 8 MIN, PLAN SHOULD BE INSTALLED BETWEEN THE / ~ 4 PLAN AND HDPE BLIND FLANGE AT END
~~~/i\~ RIP-RAP AND SOIL FOUNDAT[ON. OF RISERS 24"DIA. HDPE SDR 11 QUICK DISCONNECT AREA WITHIN CLOUD
ELEVATION CROSS SECTION
• ~ 4 . La La - .-0~. - La SIDESLOPE RISER ON 3"DIA. HOSE NOT REQUIRED FOR TO SUMP PUMP ALL CELLS
NOTES: d 0
1. FLOWS MAY NECESSITATE THE PLACEMENT OF HAY BALES IN FRONT OF FILTER FABRIC, - - III=III= BLIND FLANGE - - o
2. FABRIC SHALL BE ATTACHED IN ACCORDANCE WITH THE NORTH CAROLINA "EROSION III=III=III= = - _ III=III= 11=111= 0 0 8"DIA, CHECK
ANU SEDIMENT CONTROL PLANNING AND DESIGN MANUAL." III=III III - 'a~ III=111- -III=III ~ vALVE
3. USE 36 D.O.T. APPROVED FABRIG. FILTER III_ - - 4. USE STEEL POSTS ONLY. SECTION A-A BLANKET = _ 3" x 6"DIA. HDPE 6" x 6" x 3" T MOTOR LEAD AND LEVEL
III-III SECTtONA-A SECTION A-A 4 DIA. HDPE VENT PIPE SDR-11 DUAL ~ REDUCING E SUNCTOION BOX SUT CONTAINED , ~ TEE
SILT FILTER PUMP/FLOW METER
L TI 3"DIA. HOSE (OR FLEXIBLE PIPE) BLANKET WITH 118" STAINLESS STEEL i i CONTROL PANEL
PULLOUT CABLE. ATTACH PUMP E POWER CABLES AND CONTROL
CABLES AT 5' INTERVALS TO ~
DISCHARGE HOSE USING NYLON E FLOW METER SENSOR
CABLE TIES. ~ ~ BREAKOUT JUNCTION BOX
3000 PSI CONC.,12"THICK 3000 PSI CONC.,12"THICK CHECK VALVE
(3'° MINIMUM)
FLOW 6°'DIA. TO 3"DIA. REDUCING
METER COUPLINGS
VARIES ~ ~ -CARRIER PIPE CARRIER PIPE •
SEE SHEET 1'-0" ( Q Q 72'°DIA. I.D. CLASS 250 6.5° x 6.5' x 2" HDPE MANHOLE
8 OF 20) MIN. Q Q THICK FLAT STOCK
AIR RELEASE VALVE 6'°DIA. GATE VALVE
. / / 4 ~
3"DIA, SCH 80 PVC PIPE OR
PREMANUFACTUREDHbPE PIPE
VARIES 6" x 10"DIA. DUAL CONTAINED HDPE
(SEE SHEET 8 OF 20} NOTE: SEE SHEET 8 OF 20 FOR SDR 11 LEACHATE FORCE MAIN TO
1'-0° CONCRETE ENCASEMENT MIN. DIMENSIONS EXISTING FORCE MAIN STUBOUT
NOTE: SOIL PAD SHALL BE CONSTRUCTED
VARIES TO SUPPORT AND SURROUND LEACHATE RISER VAULT
(SEE SHEET 8 OF 20)
! ! ! !
I~ LL T L I LT L I
PLAN VIES
FINAL COVER SYSTEM 6' _ 0' REMOVABLE HINGED LID
SQUARE CONCRETE TRASH RACK - #8 REINFORCING STEEL AIR RELEASE VALVE
OVERFLOW STRUCTURE TACK WELDED - 8'° O.C.E.W 6 THICK DAILY COVER 72" DIA. I.D. CLASS 250
LEACHATE CLEANOUT HDPE MANHOLE SAMPLE APPROXIMATE
ja ;i ~ ~ 3 LIFT THICKNESS 15'MAX. ( ) MAX.) PORT GROUND SURFACE
1 ~
NOTES: $MIN. TURNDOWN 1. ALL FILL MATERIAL SHALL BE a OUTSIDE CONCRETE
COMPACTED TO MIN. 95% STD. z STRUCTURE 12"THICK INTERMEDIATE GOVEf IEDIATE COVER 3"DIA, SCH 80 PVC PIPE
~ ~ Q PROCTOR DENSITY. a cr7
2.OVERFLOWU STRUCTURE MAY ~ 0 d 3'-2"
BE PRECAST CONCRETE BOX w ~ DEWATERING OPENING
~ ~ SEE SHEET 8 OF 20 WITH MANUFACTURERS ~ z ( ALL BOTTOM ELEV~ 30TTOM ELEVATIONS SHOWN 6" x 10" DIA. DUAL CONTAINED QUICK DISCONNECT
RECOMMENDED REINFORCING. > 0 FOR SIZE) ~ ~ O ON THE PLANS GP U + + PERMANENT . • r + + ~ THE PLANS GIVEN AT TOP OF HDPE SDR 11 LEACHATE BALL ON 3°°DIA. HOSE
z ®m + + Q ~ °b 60 MIL FLEXIE = 0 POOL ELEV. + + 0 80 MIL FLEXIBLE MEMBRANE FORCE MAIN TO EXISTING VALVES TO SUMP PUMP FORCE MAIN STUBOUT
- - ~ ' e. + + d COMPACTED r w to . + + 1 a = 0 + + SOLID WASTE 24"THICK
~ 2 (MAX) w + + PROTECTIVE LAYER 6'° DIA. CHECK
w ANCHOR TRENCH . am + Q a 00 + + w d FLOW VALVE
ai ~ v + + ~ ~~7 ~ 1 <o + + + o tea^~~'',~ vv + + + i 2° 10° BLIND FLANGE
j• CARRIER PIPE -__"~P
• NATIVE SOIL SUBBASE OR vovvvvvvvvvvv vevvvvvvvvvvvevavty avvvvavvavvvvovvvvvvveevvvvvvvove d: : ~ vvoovenvevvvavvvvvwvvvevavvvavvvvvvvvvvvew " ~~°'~vvvvevv ~ ~ ~ ~ ~ ~ -AREA WITHIN CLOUD
. d WHERE FILL IS USED, m ~w~~ .Ym..m°°m.°°°° T`'"gy'm' NOT REQUIRED FOR 6°°DIA. GATE VALVE PIPE ALL CELLS
• " 4 ' , ' • ~ ' . ~ a ~ . ' • ~ COMPACT TO 95% MAX. ° . ` . COMPp COMPACTED CLAY LINER SUPPORTS
°c4 ° °8 CONCRETE CARRIER PIPE ENCASEMENT DRY DENSITY {STD, 8" DIA, PERFORATED HDPE LEACHATE CONCRETE BASE PROCTOR 8" DIA. SOLID HDPE OR L04 OR LOW PERMEABILITY NOTE: SOIL PAD SHALL BE CONSTRUCTED FLOW TYP ~
SEE SHEET 8 OF (SEE SHEET 8 OF 20 FOR SIZE} ) PIPE (SHOWN OUT OF PLACE) ( LEACHATE PIPE ON 3:1 SOIL LI SOIL LINER TO SUPPORT AND SURROUND METER 6' = 6" - (
20 FOR SIZE) SIDE SLOPES LEACHATE RISER VAULT
24"THICK GRAVEL BEDDING 60 MIL H[ 60 MIL HDPE LINER T I V LT
TYPICAL CELL FILLING TI OVRFLOiN STRUCTURE
(SECTION VIEV~)
nA" uBn nCu uDu "En nF" nP+a, nHn
SILT GAUGE DEWATERING OPENING 12" 1°-8" 4'-0" 2'•6" 1'-8°' 1'-2°' 1,V-3" 1,-7„
TOP OF OVERFLOW _ 15' 2'-0.. 4'-4" 2°-10°' 2°-0" 1'-3°' 1°-3"' 1'-7" Ql®
STRUCTURE _ 2l3 DISTANCE • II v n t t1 1 n 1 II r n r II 1 n • t ® ,gyp 18 2 -4 4.8 3 -2 2.4 1-4 1-3 1.7 F •SSlp®? ~ ®~SSJp°•°•
FROM INLET ~ ~ ~ 24" 2'-10" 5'-2" 3'-8" 2'-10" 1'-5" 1°-4" 2'-1" ®~~GI:AL~~~®e =f~ ~
TOP OF LEVEE 30" 3'-6" 5'-10.. 4,,4n 3°-6n 1`-gr~ 1`-6.. 2'-5n ~ a
. CONCRETE MAX 3 , \ ~ CONCRETE HEADWALL 36" 4°-0" 6'-4" 4'-10" 4'-0" 2'-0" 1'-8" 2'-11" 41~y
OVERFLOW STRUCTURE /j 1 ~ \ \ 3 \ 42" 4'-6" 6'-10.. 5,,~n 4'-6n 2.-3n 2r~n 3,_6.. ~ INS ~S
/ / n r u r u r n n r n r n r n 48 5-2 7-6 6-0 5°-2 2-6 2-0 4-0 ~~rPH~1~ C F~
OUTLET PROTECTION 54" 5r_9~r 8'-1.. 6.-7.. 5'-9.. 2,m9n 2r~n 4,-6,.
PERMANENT POOL pE ~ ° ~ (SEE EROSION CONTROL PLAN RMANENT POOL a • • ; ; . ` 60" 6'-4°' 8'-8" T-2" 6°-4" 3'•0" 2'-2" 5'-0" ~ MISCELLANEOUS DETAILS
- <,;..a; FOR RIP-RAP SIZING) 3 MAX " " RCP CARRIER PIPE
1 ~ ~ ROCK •
w FILTER > •o - B 10n PHASE 3 ENC~INEE N PL S NOTES; Cl 1C~. OTT T SPEED .A LANDFILL ~I
~ 3 MAX . • • . ~ - 2' BERM -1 ~ - - B--•--•- ~ ~ g~ A
1 I 1 III-11-III 1. PRECAST CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE FOR
- III=1 I II BOTTOM ELEV. OF BASIN CUT OFF
- - TRENCH OUTLET INVERT 2. REINFORCING S EEML SHALL 8E A REPUELIC SERVICES OF SOUTH C OLINA LLC o MINIMUM OF #4 @ 6" O.C.E.W.
III=111.1 III - EARTHEN PLATFORM A I I I_I I I I I- INLET INV. A 3. FOR TWIN PIPES, DOUBLE CABARRUS COUNTY, NORTH CAROLINA w DIMENSIONS "B"AND "G."
NOTE: ELEV. ANTI-SEEPAGE COLLAR {TYP.}
1. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% CONCRETE BASE LL C>rE, A E E Y LE, INC.
STD. PROCTOR DENSITY CONCRETE
2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CARRIER PIPE CONSULTING ENGINEERS
ENCASEMENT NORTH CAROLINA MANUAL FOR EROSION AND o 478 743-7175 484 MULBERRY ST. - STE. 265
SEDIMENT CONTROL.
9. SEE SEDIMENT BASIN DATA CHARTS ON EROSION ~478~ 743-1703(FAX) MACON, GEORGIA 31201
CONTROL PLAN FOR ADDITIONAL INFORMATION. PROJ. NO. 6703.351.01 DWG. CMS W3.18-DD-ErIT 4.30.09
SEDIMENT BASIN CONCRETE SCALE NOT TO SCALE SHEET I~ OF 20
DATE APRIL, 2009

OPTIONAL NONWOVEN
OPTIONAL NONWOVEN OPTIONAL NONWOVEN VEN GEOTEXTILE FILTER
_ ASTM #57 STONE FILTER GEOTEXTILE FILTER ASTM #57 STONE FILTER GEOTEXTILE FILTER R ASTM #57 STONE FILTER (10 OSY MIN.j
{10 OSY MIN.) {10 OSY MIN.)
D ~ ~ c~ ~ a WASTE WASTE D ~ U WASTE~~-•' ~ n . 24" THICK NATIVE SOIL PROTECTIVE
/---I ~ ; COVER 1 X 10'x? k? 1 X 10' CMISEC

• • • • • • • • , , . 24" THICK NATIVE SOIL PROTECTIVE , , 24"THICK NAT. Q ~ ~ ~ ~ ' ' • . , ~ . ' ~ . ' 24"THICK COMPACTED CLAY 24"THICK NATIVE SOIL PROTECTIVE ' ' ' '
. , COVER 1 X 10'3> k> 1 X 10'5 CM/5EC , , COVER 1 X 10 COVER 1 X 10~? k > 1 X 10'5 CMISEC ~ ~ ~ ~ ~ ~ • • • ~ • ~ • ~ 1 • . LINER k < 1 X 10-~ CMISEC OR
..........o,.....1~ .,,.....o....'..... ..................1~ , , ~ , 2.0°lo MIN. , 2.0% MIN-.d... 7 , '....o..• 2.O /o M N, ' ' 18" THICK k < 1 X 10~ CMISEC
24"THICK COMPACTED CLAY 1 ~ 18" THICK COn 2,U%o i~IN.--~~ ~ ~ 1 SOIL LINER AND GCL 18"THICK COMPACTED SOIL
LINER k< 1 X 10'~ CM/SEC LINER k< 1 X LINER k < 1 X 10'5 CMISEC
REINFORCED _ DOUBLE-SIDED HEAT-BONDED
DOUBLE-SIDED HEAT-BONDED GEOSYNTHETIC DOUBLE-SIDED HEA' ;IT_I-I II=I I GEOCOMPOSITE WJ N NW V I-i I I I I - LE-SIDED HEAT-BONDED GEOCOMPOSITE (WI NONWOVEN
•~I I I-III- -I~ ~ ( 0 0 EN CLAY LINER `~-i~) _ GEOCOMPOSITE (WI 3 MIN, I~ I ~ ._I 3 MIN, ~OMPOSITE (WI NONWOVEN ~ ~ GEOTEXTILE ON BOTH SIDES) ~m~ 3' MIN.
GEOTEXTILE ON BOTH SIDES) I - I GEOTEXTILE ON BOl i I T III EXTILE ON BOTH SIDES) - - ~ ~ NON-WOVEN 12 OSY GEOTEXTILE
NATIVE SOIL OR NON-WOVEN 12 OSY GEOTEXTILE NATIVE SOIL OR NON-WOVEN 12 05Y GEOTEXTILE TEXTILE NATIVE SOIL CR CUSHION UNDER LEACHATE PIPE
STRUCTURAL FILL SUBBASE CUSHION UNDER LEACHATE PIPE STRUCTURAL FILL SUBBASE CUSHION UNDER LEACHATE PIPE TE PIPE STRUCTURAL FILL SUBBASE (T WIDE)
(T WIDE) (T WIDE} 60 MIL HOPE 60 MIL HDPE 60 MIL HDPE TEXTURED LINER 8"DIA. PERFORATED
TEXTURED LINER 8"DIA. PERFORATED TEXTURED LINER 8" DIA. PERFORATED HDPE LEACHATE PIPE
HDPE LEACHATE PIPE HDPE LEACHATE PIPE
T L I I I T
L I I I I Y L I I I L I Y T li T ( I LI ~
(SECTION LOOKING UP THE CELL) SECTION LOOKING UP THE CELL { )
5' p 8"DIA, PERFORATED 8"DIA. NON-PERFORATED
5' 15' RUNOUT ~ CONTINUOUSLY WELD NEW o o SDR-11 HDPE PIPE SDR-11 HDPE CLEANOUT 0 o RISER
~ (MIN.) ~ GEOMEMBRANE TO EXISTING 0 0 8"DIA. SDR-11
4 HDPE GEOMEMBRANE ~ CELL GEOMEMBRANE ~ BERMFLAP ~ EXISTING PROPOSED 60 MIL HDPE 0 o HDPE 1116 BEND
u. ® CELL CELL LINER -60 MIL HDPE TEXTURED -~--•FLOW o o ADDITIONAL 8'°DIA. SDR-11 HDPE LINER 0 0 0 0 0 0 0 0 °o °0 0 0 0 0 0 1116 BEND(S) AS REQUIRED TO
0 HDPE BERMFLAP ~ DOUBLE-SIDED HEAT-BONDED
~ EXTRUSION WELDED U GEOCOMPOSITE (W/ NONWOVEN DOUBLE-SIDED HEAT-BONDED ~ GEOTEXTILE ON BOTH SIDES) MEET SPACE LIMITATIONS
GEOCOMPOSITE WJ NONWOVEN J • • CONTINUOUSLY TO
( THE PRIMARY LINER ~ GEOTEXTILE ON BOTH SIDES) ' ' ' ' U TOE OF SLOPE SPECIAL 8" -18,4°
THIGH BEND FITTING
24"THICK NATIVE SOIL PROTECTIVE.'.'.',
PROTECTIVE COVER CODER ....,.......AN..., ~ ~ ~ ,,.,.,,24"THICK NATIVESOIL~~~~~~~~~ GLE OF..... CELL SIDE
. . R~POSE • PROTECTIVE COVER , . , . . , , SLOPE (3H:1V)
TOP OF SLOPE
a - _ ~ _-,-•.-~m r:~ ~ - - -
1
8'°NON-PERFORATED p~ SDR-11 HDPE CLEANOUT
24"THICKk <1x10' CM/SEC COMPACTED 60 MIL HDPE - CLAYLINER OR 18" THICKk < 1 X 10'5 RISER
TEXTURED LINER CMJSEC SOIL LINER AND GCL / PERIMETER 8" PE FLANGE ADAPTER
24"THICK COMPACTED HDPE BERMFLAP EXTRUSION BERM AND BLIND FLANGE
CLAY LINER OR 18"THICK WELDED CONTINUOUSLY TO PREPARED SUBGRADE - NATURA LADE -NATURAL 8" PE FLANGE ADAPTER
k < 1 X 10'5 CMISEC SOIL THE PRIMARY LINER INORGANIC SOIL OR COMPACTEC IR COMPACTED AND BLIND FLANGE
LINER AND GCL STRUCTURAL FILL
LI I ®I I J T L I I ~ I
T L
IT LI Y (IF REQUIRED)
VEGETATIVE COVER 5% MAXIMUM 6" TACK WELD ONE END ONLY OR
10" DIA. x 48"SOLID HDPE FASTEN WITH MINIMUM OF 2
, ~ BASE SIDE 24"THICK NATIVE SOIL 6 TH?CK VEGETATIVE COVER AREAS SLOPES K NATIVE SOIL PROTECTIVE PIPE AS SLEEVE (SDR 17} MAX STAINLESS STEEL LAG BOLTS
• • COVER 1 X 10~ > k > 1 1 X 10~ > k > 1 X 10'5 CMISEC _ _ r o 0 0-~ I`o- o 0
~ ~
~ o a _ o_~ L_o _ a o
DOUBLE-SIDEDHEAT-BONDED ' ~ ~ 24"THICKk< 24" THICK k <1x10'~ CMISEC
18 THICK PROTECTIVE SOIL COVER ~ ~ ~ ' ~ COMPACTED COMPACTED CLAY LINER OR 8'°DIA. PERFORATED HDPE PIPE
GEOCOMPOSITE GEOCOMPOSITE (W/ NONWOVEN . ~ , , 18"THICKk < GEOTEXTILE ON BOTH SIDES) , _ DRAINAGE MEDIA ~ ' • ~ ~ ~ SOIL LINERA 18" THICK k < 1 X 10'5 CMISEC
(GDM) . . SOIL LINER AND GCL
1 „ I T IL
2% MIN. . . SLOPE VARIES ( ) , 8 6 TYP.
8'° DIA. SDR-11 HDPE PIPE
.~.'.'.'.....'18 THICKk<1x10 CMJSEC SOIL LINER....... . 60°
40 MIL LLDPE
. . . . . , , , , , , , ~ 60 MIL HDPE TEXTURED 6THICKDAILYCOVER ~ ~ ~ TEXTURED ® ® ® ® ~
LINER OR I2 THICK _
INTERMEDIATE COVER
~ 4 ROWS OF 318"
PREPARED SUBGRADE -NATURAL -NATURAL ® ® ® ~ I PERFORATIONS EQUALLY
REFUSE INORGANIC SOIL OR COMPACTED STRUCTURAL FILL )MPACTED SPACED ON 6"CENTERS
60° NOTE: BUTT FUSION WELDED PIPE JOINTS
WILL ALSO BE ACCEPTABLE.
0a
I I IL LI I I
2' 1
CHANNEL LINING LANDFILL CAP (5% SLOPE
COMPACTED BACKFILL 0 w ~`®c®°oee ® ec Y`
•1 95% STANDARD w ~ C' 0 0
1.5 PROCTOR DENSITY. ~ 3 3 1 WW J eQ ( Q~ 1 S6R SEA ' ~
1.5 1 ' ~ 32 ~g13a1a9 °~®e 16 a®r
• • • , VEGETATIVE COVER ® .k
y8, 6
~ Thj TH/ 24"THICK NATIVE SOIL
• ~ ~ R® FG PROTECTIVE COVER- 24 MIN. TF~ Pq 114" PER 1'
TiV rl~ . ' J F F e MISCELLANEOUS DETAILS
ELL SIDE SLOPE s0/ 0~ . . . GEOCOMPOSITE ' N''. . C 0 FR
DRAINAGE MEDIA (GDM) . !yjc R 18 ANCHOR /-ANCHOR TRENCH ASE 3 ENGINES NG PL S
kF 0~
CA " • ® SPEED AY L DFILL V
40 MIL LLDPE ~~NS~• FOR
S•••• 12 .
• ~ 60 MIL HDPE TEXTURED LINER (WHEN iEN Pt1ELIC SERVICES ®F S®UT CAR®LINA, LLC
• • • • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ALTERNATE LINER SYSTEM IS _ 0
~ " ~ ' ~ UTILIZED, GCL SHOULD EXTEND INTO ITO CABARRUS COUNTY, NORTH CAROLINA
• ~ ANCHOR TRENCH) / E, E Y LE, C.
SIDE SLOPES
CONSULTING ENGINEERS
478 743-7175 484 MULBERRY ST. - STE. 265
478 743-1703(FAX) MACON, GEORGIA 31201
PROJ. NO. 6703.351.01 DWG. CMS V-P3.19~M EDIT 4.30.09
SCALE NOT TO SCALE SHEET 19 OF 20
FINAL CLOSURE SECTION FN1L ANCHOR TRENCH
DATE APRIL, 2009