19970972 Ver 1_Site Plan_20010130

TABLE ~
MNNTENANCE PLAN
TABLE ~ Featuro I on FrequenaY iaaiM Mointenonc~e
N SCHEDULE all runoff events. Remove any sediment my sediment at the surface of the
Construction Entrance Daily and after stone construction en istruction entrance to prevent soil
The following is the anticipated sequential order of construction activities which will take from trockin onto U 9 king onto U.S. Route 74.
place to develop Phase 1 of the landfill and borrow areas at the Anson County Solid
Waste Mana ement Facilit . o osed Channels Weekl and after all runoff events (minimum Remove sediment/del 9 Y Pr P Y sediment/debris as necessary to total design depth.
and or Diversions week) ,until the dranoge areas are stabilized maintain total design r Y)
(when there is at least a uniform, 70 percent AMID SEDIYENTATiON aaHTROLS FOR THE PHASE 1 AREA AND 80i~OW ve etative cover established over the entire
INSTALL SWL EROSION g AREA G~ONSTRUCT~N project area).
pediment debris and. erform repairs /
Sediment Basin Weekl and after all runoff events (minimum Remove sediment/del In ~ d erosion_ and sedimentation controls riot to radin or earthmovin activities Y • sta I so P 9 9 9 week) as necessary (within , Y) 3ary (within 24 hours to conform PRESSURE RELIEF HOLES
associated with the Phase 1 Area and Borrow Area construction. with installation speci illation specifications. 1-1 DIA.
Ve etation Week) and after all runoff events (minimum Seeding, fert~izing, ai fert~izing, and mulching as required.
tation control Ian a royal and other a licable ermits. g y 1. Obtain erosion and sedimen p pp PP P wee ur>tfl stablized when there is at (refer to the reveget~ kly), ( the revegetation meosures for more
. least a uniform, 70 ercent ve etative cover information) P 9 2. Clear) delineate in the field the limits of earth disturbance and the buffer o ect a ea . ?n) 0 0
Y established over the entire pr 1 r ) area to develop the landfill and associated structures.
0 tore, vegetate, or apply mulch to
• Dust Minimum weekly. Add moisture, vegeta 3. Hold a preconstruction conference at least one week pnor to beginning o en bare anus dun P e areas during dry periods.
construction.
Control Weekl and after all runoff events minimum Remove sediment/del Tem ors pediment debris and erform repairs _ = p / 0
r ion and sedimentation controls P ry Y • • 4. Clear and grub to install the necessary a os d Facilities weeki until stabilized when there is at as necessary within Measures an t ( Y) . nary (within 24 hours to conform o
to construct the landfill access road, to construct the support buildings, and to ive cover with installation s ec least a urnform, 70 percent vegetat p illation s ecifications. 16 GAGE CORRUGATED P
constnact the Cell 1A/1B area. r the entire ro'ect area . established ove p 1 ) 0 o METAL PIPE
5. Construct Sediment Basin No. 1.
6. Install Channel 11 and Channel 12. PLAN Ep
D=3~'
7. install the outlet stabilization structures.
N 13"
ASS ROAD CELL 1 18 AREA, ANO 90RROMI AREA t~iADING AID COI~~tR4JC110N OF THE ~ A/
N~
8. Grade area necessa .for the access road and su ort buildings (excavate and ry PP
fill and compact as necessary}.
v I on the a ro riots onion of the access road and around the 9. Place gro a pp p p
support facilities.
10. Construct the maintenance building and the leachate pretreatment area and 24'~
equalization area. RISER
11. Permanent) stabilize when there is at least a uniform, 70 percent, vegetative Y (
cover established over the ro'ect area) all the disturbed areas which P1
will not receive gravel or be covered by a building.
3
12. Grade the area for Cell 1 A 1 B area development (excavate and fill and / 8 N.T.S.
coin act as necessary). P
in the Cell 1A 1B area.
13. Install Inver tem coin onents / ~ P TRASH RACK AND 3
24" TRASH F TOP EL. 268.50 _ ANTI-V01 ANTI-VORTEX DEVICE 6
FINAL STABNJUTION OF O~TURBEO AREAS _ - -
0
14. Re-establish ermanent ve etation uniform, 70 percent vegetative cover) _ 0 9 ( N ,P, 6"CC 1
for the remaining disturbed areas after construction is complete. p
BCCMP PERFOR 0 MP PERFORATED GROUND SURFACE .R, 16 GAGE WITH WAS REVEGETATED
15. Remove silt fence after the contributin drains a area is stabilized. RISER, 16 GAGE 9 9 p 2-2/3" X 1 /2 X 1 /2" CORRUGATIONS
0
AND BORROW AREA G
t~iADAVG AND tANSTRUCTION OF THE CELL 1D AREA EL N 266.75 0
f r Cell 1 D develo ment excavate and fill and compact as necessary). 16. Grade area o p ( 2.0'
17. Install liner system components in the CeN 1 D area. 3 3
1"~ HOLES
(8 PER ROW) 24"~ BCCMP OUTLET BARREL B
FINAL STAB 1ZAT1IN1 OF DISTURBED AtiEAS 16 GAGE 2-2 3" X 1 2" / /
POURED dNVER'T CORRUGATIONS
v etative cover EMBEDDED - ' h rmanent ve etation uniform, 70 percent eg ) . 18. Re establis g ( , . ~ ? . Pe ~ . .
for the romainin disturbed arose ofber c~~nstruction ~ complete. N 6" ~ . N A ~ : p. 9 ? . .
~ ' INV. INV. EL. 266.00 4
19. Remove silt fence after the contnbuting droinoge area Es stabilized. ~ 1.5 • . , ; ~ • : ~ ~ ~ ? ~ . ~ •
~ ~ . 8 N.T.S.
D BORROW AREA , . ~ . GIRADING AND of THE CELL 1C AIWA AN ~ . ~
20. Install Temporary Diversion 1.
CONCRETE BOTTOM ,
e o ment excavate and fill and compact as necessary). L=4W~ 3 21. Grade area for Cell 1 C dev I P PAD EL. N 264.5 AS-BUILT EMERGENCY SPILLWAY DIMENSIONS
• e Cell 1 C area. 22. Install liner system components m th ITEM D1MEiVSION
1 a , CREST EL. 274.0
~ ~~~t'?~un?Ibq~4
FlNAL STABILIIATI~I OF 015TUR~0 AREAS B N.T.S. . H o~
- t v etation uniform, 70 rcent vegetative cover) 23. Re establish ermanen eg ( Pe ~ ~ , °~'°tiss~ N9 F o~
P for the remamin disturbed areas after construction is complete. 9 H (Ff.} 2A + o ~ ,
I CONTROL SECT ON
24. Remove silt fence after the contributing drainage area is stabilized. O.Oi 31 SLOPE
;!y FN ~f~, GIN. .
!1~ .
STRUCTION OF THE CELL 1E ARfA AID BORROW AREA giADING AND CON e,,, M S. /hIfllN~ti
vela ment excavate and fill and compact as necessary). 25. Grade area for Cell 1 E de p BITUMINOUS COATED CORRUGATED BITUMINOUS COATING W~ COATING WAS APPLIED 2
OF PIPE AT
26. (nets)) liner s stem components in the Cell 1 E area. STEEL DIAPHRAGM, 12 GAGE ANTI-SE:.P TO OUTSIDE OF PIPE Al Y COLLAR CORRUGATIONS VERTICAL) DIAPHRAGM CONNECTION CONNECTION
AREAS FINAL. STABILIZATION OF DISTURBEQ I I 1 1 1 1 1 1
III 11111 III III 1 I DIAMETER (24) BCCti (24~) BCCMP
- ve etation uniform, 70 ercent vegetative cover) I I I I I I I I 27. Re establish ermanent g ( P P, 1 1 1 1 1 1 1 1 I I CONDUIT
for the rematrnn disturbed areas after construction is complete. I I I I I I I I I g IIIII I Ili
III II R97-875-686 QAIE: PJH 02 24 98 OES PROD. N0: / /
' drains a area is stabilized. I I I 1 28. Remove srlt fence after the contnbutmg g I t I 11 4.25 III III • EROSION AND ORNi CRK 12/22/97
SEDIMENTATION CONTROL PLAN
III II III CHK CLS 02/20/98
IIII II III ANSON COUNTY, NORTH CARO~.INA
I I I I I I I I I? 1 11N0 PIECE WATERTIi 1111111411 REV l~ z ~ g ~ ~ Trn.~. ~a~raT~ CE WATERTIGHT CONNECTING SEDI
I I I I l l l l 1 1 1 BAND CLAMPED AND AMPED AND BOLTED L S SCHEDULE
)UIT OPER. AND I~AINTENAHCE PLAN
4.25' TO CONDUIT
VERTICAL
PROJECTION c.> 2 ANTI-SEEP COLLAR 51EEr No.
ALMES & ASSOCIATES INC. CHAMBERS WASTE SYSTEMS FIGURE 8
N.T.S. CONSULTING ENGINEERS OF NOM DR"NG No,.
SUEODMY OF AWED SSWAM* ~ R97-875-E48

GROUND SURFACE I FINISHED
TO 8E REVEGEfATED ~ GR,gpE
D d I Y~" GRASS
LINED
CHANNEL
~ GRASS LINED TRIANGULAR CHANNEL
7 (REFER TO CHANNEL SCHEDULE THIS SHEEP) CHANNEL SCHEDULE
N.T.S.
REQUIRED OESIG ChY1NNEL E Q ~ Q~ LED OESIGN FLOYO DESIGN FREEBQARD OESKiN CHANNEL 80TfOM SIDE CHANNEL
Y FLOW DEPrH DEP7FI AViVLABLE VELOCf1Y LINING WIDiH SLOPE SLA/P~'E~
CHANNEL 11 RIPRAP LINED 7RAPQOIDAL 224.80 408.50 b 408.50 3.50 4.00 0.50 8.51 d50 ~ 6.0 2 ~•0 022 g
GROUND SURFACE I CHANNEL 12 RIPRAP L1NE0 TR4PQOIDAI. 41.44 45.20 4 45.20 2,04 2.25 0.21 2.5~ d50~~ 4'0 2 0.01
TO BE REYEGETATED ~ T~PQ~~~~ TEMPORARY DNERSION 1 GRASS LINED TRIANGULAR 13.28 22.80 B 22.80 1.52 2.00 0.48 2.85 GRASS - 2 0.02
CHANNEL

_ _ Z D I Z _ ~ d~ REPRESENTS THE STONE SIZE FOR 50~ OF THE STON
THE STONE PLACEMENT BY WEIGHT. MAXIMUM STONE SIZE IS 1.5 TIMES dgp .
a ,r
RIPRAPTHICKNESS 2' ANCHOR
=2.25 TIMES d~ (MIN.) TYP.
8 OZ/SY (MIN.) B
GEOTF~(TILE d ~ RIPRAP
~ RIPRAP LINED TRAPEZOIDAL CHANNEL
~ (REFER TO CHANNEL SCHEDULE THIS SHEEO
N.T.S.
4Y HIGH (MIN.) CULVERT OR
HARDWOOD STAKES CHIWNEL INLET o ~
~ ~ NOTE: SUI~D STRAW 8ME5 NAY ~
usmw~a~~u~ vO ~poa p~ -
(pp~yp~ppp~ OR 14 GNI6E S7EEL) ,pQ 10 ~lPORf ABRIf C. i vp op0
0~0°~08~„R~o ~
3~ MW. ~plf OF FILTER FABPoC ~ ABOVE t~20UND SURFACE EXTEND FlLTER FABRIC 12"(MIN.) O O DCCAVATED TFtENCW AS SHOWN COMPACTED SOIL
p° p~o80~0
- °0~O mow is ovER~w~
BACKflLL ~ 7 AP ISOMETRIC VIEW L
4 APRON
(REFER TO APRON g' N. f0 APRON SCHmULE THIS SHEEP)
N.T.S.
4HA~RDW00 MIN.) DETAIL "A" APRON µ CARP
ANCHORING POST APRON SCHEDULE ..''~2a oFESSi
(8' MAX. C/C) FlITER FABRIC N.T.S. IEMPORARtr P eP
(3~ MIN.) ITEM APRGN ~ 1 Z 03
~1 GUY WIRE (10 GAUGE MIN.) L 12. 6. p~~ COMPACTED 12.0' 13.0' , aGIN
',~'~~~~qM S. P~~`d~, 6.0' 6.0
Wf 14. BACKFlLL SOIL ~ 14.5' 15.0' `~9 ~
~RECn~ ~ ~ D50 8" 8" 6' 4~
x x ,r srucEs
tY (MIN.) SEE DETAIL "A' FOR
FABRIC TOE ANCHORING
DETNL
ELEVATION OES PtiQl. N0: R97-875-686 Q41E PJH 02/24/98
ORq CRK 12/22/97 EROSION AND
C~ec cis o2/2o/as SEDIMENTATION CONTROL PLAN
~ ~ ~19~ ANnS~ON COUNTY, NORTH CAROLINA
~ SILT FENCE DETAIL
vRai. wue. z4. 9 AIL EROSION AND
N.T.S.
"rte SCYNYICPIIAINI7 WNIKVL UtINLI"
SFIEEf No.
ALMES & ASSOCIATES INC. CHMOM WASTE SY51US FIGURE 7
CONSULTING ENGINEERS SUBS'D~ NORTH ~ No.
m Admk R97-875-E47

~ ~ / / i
~ \ ~ r yvv, v ~ / I A
p , ~ ~ . I
h v y ~ • `fl, v v l ~ ~ / / / I r 1 l V V ~ \ ~ \ VGA l ~A / ~ ~ i ? t^ /
~ ~ 1 ~ ~ ;
~ ~ l i ~ ~ A ~ v ~~VA ~ .A \ \V\~ / /I A ~ ~ ~ I 1 / ~ i 1 ) J , ~ 1 C~-~ ~
1 l ~ ~ ~ ~ V ~V ~ ~-V ~ `V ~ ~ A n /~,1 i ~ v ~ v~v. :v~v y. v. I ~ ~ t ~ i / •1 ~ / / ' r 3V y~ ~i •
~ I ~ ' ~ A i y `'y ` \ A v y, ` e;v \ ~ v v ~ ~ ~
l ~ ~ ~ ~ A,r,A v ti 1 - \ \ \ ~ ~ \ j ~ \ \ ~ \ \ \ \ \ \ ` / ~ / j ~ / / \ ~ ~ / / /
\ / I L. \ \ \ i ~ / % ~ i ~ / ; ~ l ~ ~ i i ~
~ ~ ~ ! LINED CHANNEL
i ~ GRASS r ~ ~ -
~ ~ ~ ~ RIPRAP LINED CHANNEL
i \ ~ i ~ ~ ~ ~ ~ ~ ti
I \ \ \ , \ ` \ \ \ - - CULVERT
~ i V v D . \ v v `v. • ~ v , }
. ~ ~ SEDIMENT TRA
\ 1-• .y ~ /
~ ~ 1 ~ RTH DISTURBANCE , , , ~ ~ ~ LIMIT OF EA ~ ~ , ~
~ ~ ~ r I ~ ~ ` ~ ~1F i ~ ~ SILT FENCE
~ v / ~ ~ ~ _ ~ V ~ \yAA ~ v ;A ~ v ' ( viz" \A \ ~
~ ~ , r} ~ ~ ~ ~ Y~7 ~U
~ A I ~ ~ \ ~ ~ v \ ~,v v`~~ ` ~ v ~ U J ~ ~ ~ a O
, ~ ~
~ ~ ,3 ~
\ i ~ / \ ~ l V A. \ / y~ A V A. ~ ~ 1 li ~ / ~ ~
lit. ,I~
I - ~ , 6
A , ~ v. ~ A ~ v r ~ 'v r 1 y ~ ~ ~ v ~ ~ .
4 O
~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ r, `
\ . ~ ~ A f ~ i a i 1 \ 1 1 '1 ~A ~t V ` CS' ~ A ~ N / ~ ~ ~ ~ A ~ 1 \G v ~ I~ ~~j1 ~y A v v 'y 1 ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~r
v V ~ ~ ~ \ v 1 v ~ ~ SP AY ~ ~ i / ~ ~ v ~ ~ a v,w , ` / ~ ~ / /
~ ~ h° ' 4 ~ i 1 v r- v ,v , ~ ~ i to / 'fir A\ i ~ ~ V f ~ i"X. ~ t ~ /
V`~.vA ~ A`v / / ~ / . ~~n ~ ~c ~ \V~ \ \ 1~•~ V ~ y f t W
r
~v 2 ~ P , I iPLE v~ ~ ~ v,vv , t i ~ ~ r / ; ~ r
~~v v 1 t ~ ~ A y ~ v_ ~ v\ , A , , o \ ~ ( ! ~ ~ ~ ~ ,
1 \ A ~ A \ y A s \ \ ~t v v o°o / ) ~ v I \ v v ~ ~ ~ v ~ ~ ~ ~ I ~ ~ ~ v v I ~ i,
~ RR v ~ / ~ ~ A V'~ ' l \ ,v ~ ~ y ~ ~V \ v \ ~ 1 ~ ~ `~c' . i ' i 0
~ v ~ ~ --'mil ~ ~ ~ v ,.v V ~ ~ y' ~ ~ ~ i >t ` AREA v ~ , ~ Y~ _.i ~ ~ ~ ~ - ~ ~ ~ ~ ~i'
y \ I . ~ .y \ ~V ,V ~ ~ ~ ~ ~ ~ ~ ~ ~ \ \ ~ \ t\ \ \ ,v ~ ~ i I ~d 1,A ~ . I G ~ - ~ ~ Y J
\ S \ , \ ~ v v A ~ A ~ 1 ~~A ' \ ~ L. \
~ i \ \ ` . v A A ~ ~ 1, 4 A ~ 1V A ~ s ~ i ~ ~ \ \ \ 5 J r' / ~1 %
~ _ ~S\ ! i
~1> ,1~ ,Q
~ , v v. v ~ `v ~ DISTURBANCE ~ ~ v , v ~ 1 ~ ~ - ~ ~ - ~ / i v
/ A ~ ~ v A \ v \ w,. i ~ ~ 7
/ ~ \ , \ ~ -nip, ~ ~ 1 \ \ ~ \ ~ \ , ~ \ \
A / \ / ~nn. ~ ~ \ \ \ r ~ A~ i ~ i / 1 ~ ~i
~ l r i I \ \ t t ~ ~ V 1 ~ \ t , , v' \ \ v 1 ~ , i \ ~ ~ ~ /
' HANNEL 5 ~ 1 ~ J~OUSE . \ ~ ~ , \ v I ~ ~ l v v
1 ~ ~ ~ ~ ' ~ ~ ~
~ r , , r EL 7 , . ( ~ v ~ , , ,ry
~ ~ ~ N. ~ ~ ~ ~ ~
1 \ , ~ry~ , ,
~ ~ ~ ~ ,
~ A~ t A ~ ~ i ' \ _ TiY~ ~ ~ ~ , ~ 1. THIS PLAN DEPICTS THE Ed~S CONTROLS TO DEVELOP AND CONTROL
~ ~ ~ ! SURFACE WATER AT THIS SITE DURING BORROW AREA A DEVELOPMENT.
/ r ~ i CHANNEL ~y , , , A / ~ ~ ~ ~ REFER TO FIGURE NOS. 7 AND 8 FOR SOIL EROSION AND SEDIMENTATION
r i ' i ~ ~ vA~ ' ~ v ~ - ~ s~ti,,, ~ ~ Y ~ ~ \ ~ , n \ \ ; \ - 4~p ; CONTROL DETAILS. FlGURE N0. $ PROVIDE5 THE CONSTRUCTION SCHEDULE
I s" , ~ ~vv , ~ ~ ~ AND MAINTENANCE PLAN TO DEVELOP AND MAINTAIN THE SIZE UNTIL TH~c
i \ \,A. ~ ~ . , ~ ~ ~ ENTIRE AREA IS PERMANENTLY STABILIZED.
1~ 1- ~
r ' `t ~ ~ ~ 2. E&S CONTROLS MUST BE CONSTRU AND FUNCTIONAL PRIOR TO ~ t`, . ~ ~ ~ ~ '~v ~ ~'E,
' / ,.rte > / \ / ~ , , ~ \ ~ I DISTURBING ANY TRIBUTARY AREAS TO THESE E&S CONTROLS.
\ ~ \ / ~ ~ - III , i~ , ~ ~ \ . ; \ 1 '1 ~ ~ i
~ ..A. A ~ ~ i ' ~ ~ 1 ~ 3. THE AREA WITHIN THE BORROW AREA A LIMIT OF EARTH DI GE 1 ~ , ~ / STURBAN IS
- - A ~---~v~v\ ti ~ ~ ~ r i l ~ ~ ~ \ ~ k~ , A , ~ a - ~ APPROXIMATELY 11.1 ACRES.
vA ~ ` ~ ~ , ~ ~ ~ J
1\ \ t ~ f / i i ~ ~ , ~ , , ~ ~U. _ 4. AFTER fINAI SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S
~ . ~ '"c~. ~ ; ~ ~ CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF 1 ~ \ V ~ I
~ ~,w ~-ti~~ic~~ A i A ~ ' \ ~ V \ \ ~ ~ l ~ THESE CONTROLS MUST BE PERMANENTLY REVEGETATED IMMEDIATELY, ~ , ; /
~ \ r, <
Y 'l ~ ~ 1 ~ 1 , / ~ ~ ~ A 1. 'V ~ ~ ~ ~ i / ~ 5. TH - ~ , \ , ~ , at. ,1 ~ E CHANNELS WILL REMAIN IN PLACE AFTER THE SITE iS STABILIZED FOR
~ / \ ~ ~ ~ 9~ ~ ~ \ ~ ~ ~ STORMWATER CONTROL.
~ AV i A ~ V ~ ~ / ~ ~ ~~p V ~
~y ~ ~ A A ~ / r j, \ w,~~ / 6. ALL ~ ~ t SITE SAFETY IS THE RILITY Of THE CIDI~tRACTOR. THE
1, V ~ ~ ~ ~ \ ~ A~~. V ~ \ I I ~ i / \ ~ ~ \ \ ~ ~ o ' A i ~ SFW.L GO~IPLY iNiTH ALL TERMS AND CONDmONS OF THE ~ ~ ~ a \ ~ ~ ~ ~,J' ' I
~ ~ , / v'v ~ 1 ~ 1 \ ~ ~ ~ ) ~ CONSfRIICTION DOCUMENTS INCLUDING 8UT NOT LIMITED TOE ALL ~ I ~ , ~ ~ ,
~ ~ ~ , ~ ~ OCCUPATIONAL. SAFETY AND HEALTH ADMINISTRATION OSHA AND ALL v t ~ ~ ~ ~ ~ J { ~ , ,Z ; t ~
/ _ ~ I 1 ~ , , ~ , , ~ , , OTHER LOr,A~., sTAT~ ANO . RULES ANO REGUUT~NS REGARONNc ~ ~ ~ ~ i ~ ~
~ ~ A A, ~ ~ , ~ SAFETY AS THEY RELATE TO ALL AICTMTIES ON SITE AS >s ~ A ~ , ~ 8 DOING , s~ 1 ; \ ~ '~V ~ ! PRESENTED ON TF~ PLAINS.
~ r~ ~ ti ~ .S ~ O v ~ A t ~ I \ /
~ r~ ~ i~ / I ~ ~ V ~ \ 1 ~ ~ ; / / .J / i ~ \ 1 ( i r /
~ ~ - \ \ ~ l l Y ~ 'i ~ ` + j ~ ~ ARD \ \ ~ ~ :i ~ ~ MY
~ A, s. ~ ~ t Q 1~ t 1 \ ~~u , / ~ v ~ ~ ~ l o
i ~ i ~ l/ ~ ~ ter' ~ ~ \ Vp ~ \ ~ ~ , ~ 11~ S \ ~ ~ AV 1 - ~ i o
/ r ~ ~ i~ l i v 1 / ~ / ~ / / % / ~ ~ ~ 1 1, ~ A ~ ~ r ~ ~ \ ~ ~ 1 ~ ~ i
a ~ ~ ~ I 1 ~ ~ / / ~ ~ , 1, ~ ~ v, ~ ~ ~ ~ ~ ! ~ ~ Gj
ij r ~ ~ i ~ / . / ~ i V ~ / i ~r ? v ~ / i ~ ~ r A l ~ t • ~ r ,'t ~ ~ / <i lL ~ / ~ ~ ~ ~ l r aq P,, ~ ~ \ Vii. ~ rat ~
~ \ ~ r 1. ,
/ v v ~ ~ ~ is ~ ~ ~ , f % ~ ,i ' ~ ` 1 ~ ` y.,'` 1. ~ i A~ ~ l ' ~ ~ ~
~ ~ i r ~ / / ~ j / 1 i ~ ~ C~vA ~ ~ it l , 1 ~ ~ \5 , I ~
~ ~ ~ \ ~ (7 ~~4 i
~ ~ ~
" / ~ '1, ~ ~ t j, ; ~ ' '~A ~ Z~1 ~ ~
\ / / ~ % i i i ~ f'' r< ~ ~ ~ ~ ~ ~ i r h DE.S R97 875 686 PJH 02 24 98 t 1, T 1 ~ t t ~ 1 PROJ ~ Q11TE.
f % \ ;,.ter-.-~ ~ ~ ~~~t J ~i ~1> ~ ~ ~ ~ 1
r'' i ~ % / \ ? / / 1 , ~ ER SI N , 5 , \ ~ , , ~ ~ DRN CRK 12 22 97 PR4JEC'I'. ~ ~ AN D 1, ~ ~ i ~ icy, 1 \ 1~ ~,A ~ v ~ ~
r~~F \ - ~ ~ ~y ~ „ 7. ~ ~ ) ~ ~ , SEDIMENTATION CONTROL PLAN ~ ~ ,~A ~~A ~y ! y ~ I ~ ~ ~ r tit cis a2/2o/98
f , ~ E ~ /l ~ i SON COUNTY, NORTH CAROLINA
y`, ; scALE ~ ~ ¢
- ~ ~ / ~ ~ o N ,-----_1--`_ ~ j , , ~y ~ 80RROW AREA A ~ ~ ' ~ ~ PRai. QIG'R.
S6 ,A ~ ~ ~ 1 ~ ~;1 ~ E&S CONTROLS y ~ ~ ~ ao o ~ o0 200 ~-EET
s~\ \ , ~ Here ei ~nru~
\ rw~ •~cn
SHEET No.
BASE MAP, WITH 10 FOOT CONTOURS, DEVELOPED FROM A
DIGMZED PLAN WITH 4 AND FOOT CONTOUR INTERVALS i . PREPARED BY TALLAMY, VAN KUREN, GERTIS 8c ASSOCIATES OF ALMES & ASSOCIATES INC. CHAMBERS WASTE SYSTEMS FIGURE 6
LANSE, PA., MAPPING COMPILED BY STEREOPHOTOGRAMMETRIC CONSULTING ENGINEERS OF NORTH CARQUNA DRAWM No.
METHODS. ELEVATIONS REFERENCED TO N.G.V.D. HORIZONTAL GRID IS NORTH CAROLINA STATE PLANE COORDINATE t [AS SIDWRY OF ALLIED SERVICES, LLC
COORDINATE SYSTEM, 1983 ADJUSTMENT. - ! 1, 1 R97-875-E46

j / / ~
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1\ ~ j i ~ v ~ . A 'v ~ ~ i ~ - A ~ ~ ~ / /
~y \
1 ~ ~ ~ ~ ~ / ~
\ i , ~ ~ 1 4 \ ~ ~ ~ i / i % i
% ~ 300 - SUBBASE GRADE CONTOUR
~ i 1~ v 4 ~ \ r v ~ A~ ~ A ~ ~ ~
~ - SILT FENCE \
\ ~
1 I ~ , ~ 1 ~ ~ ~ ~ - - OMIT OF EARTH DISTURBANCE
i ~ \ ! / ~ \ ~ t ~ r / o I - ~ 'f,:NO-, ~ HANNEL ~ ~ \ RIPRAP C
i ~i. ~ I O \ I ~ i 1
II N j ,i ~ I ~o i ~ ~
~ /
~ , i ~ ~ \ t I / Mfr ~ • ~ ~ ~ ~
~ \ ~'i ~ ~ ' tt ,,I ~ ~ ` ` i / / r ~ it ~I.i ~ ~ ~ ~ t 1 ~ \ ~ l ~ ~ ~ ~ ~ f
h. t ~~:t ~ 1 ~ 1 W / / /
l } t,,, ~ t l,, t, 11 t, I ~ i / /
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~ , , : , ~ ! l , , r; E , i, 1 t 1 ~ , ; J/ 1 11~ ~ I ~ ~ r ry i I \ ~ ~ ~ i 1
/ t 1 , ~ ~ :1 } I , . ~ r . ELL, ~I ~ r,z I } ~ I ~ l ~ / 1 1 ~ ~C~~------ ! ~ C0 i ~ ~ ~ 1 ~ ; t
i I ~ I ~ 1 ~ ~ ~ / j ~ ~ 1 2 y i ~ y
~ ~ ~ ~ } ,v r ry / ,r ~ % I l~ it it i ~ ~ - ~ ; )
f I~ I 1 I I ~ ~ / ~ ` / ~ I / i / ~ ; j
} ~ ~ ~ ry ,~I ~ ~ f r / ,
r / ~ ~ i / j /
~ SIL `~FENC ~ ~ ry ~ i ~ ~ ~'t
~ I I 4 0 O { APRON ~ ~ r l ~ i ~
,I ~ 141 ~ I / NO. 2 ~
, , I1} 5 } o~ ' i I
~I I. 8 5 ,;1 31 6 ry ~ 1 / / ri
o ~I ~ 1 ~ ELL ,,.I l c~ / ~ ~ / / o ~ ~ ~ ~ 1 1 ~ r
1 . ~ ~ ry ~ ~ ~ ) r t ~ l / i / i ~ ~ ,
1 ,yo
1 t ~
~ ~ ~ ~ I; ~ I SP - . . , 1 ~ 1 (
I t . ` 1. ' I i ry~ ~ ~ 3 SILT ~ _ _ f +
~1, 1 ~ ' i ~ X
n,ti o ~ r ry SILT ~ 7 FENCE ' / ~ ~
SIL / LEAiCW1TE , I I ~ ~ STnRA~ 9 FENCE / j ~ ~ ~
~ 11~ , l . ,~-,,,.,r, ~ ~ 1 1 , i ~ T11t~K 3 ~ I•LCVIIA~ g
~ ~ ~ I ~ 1 i ~ v. ri ~ I, } r 7 ~ ~'s , ~
~ I I ~ 1 1 9
~ I z ~ `1 4 _ ry 1 L..
~S~ ~ 1 r ry ~ } ~ ~ \ r r-_
r I ;1 1 1 p i I,} ,1 I t M ~ ~ 24 ~ PRINCIPLE j ,
/ ~ , ,I, ~ , li . ~ , ~ \ SPILLWAY f~ROP l ~
1 ~ ~ ~ / ~ ~ \ INLET
~ ~ ; ~ ~ ~ ~ ~ I, ~ 1 m ; I i 1 ~ l 12 , j----- - ~ ~ \ w_ _ _ -
141 ~ ~ \ \ ~ i, /
l~ ~ I , I I ~ / ~ ( 1 1 1 ~ / i
1 }i l 1 ,1 1 I,I N
1 I ~ ~ I \ A N0. 1 , ~
1 i \ • ~ ~ ~ 2 r ~ I ~ / 1 ` iN ~ /
~ ~ CHANNEL 1 C NEL 11 2 ~ r ~ ~ ; ~ ~ ~
C ~ ~ ~ ` i l 1,i~ ~ I RF~IIl~I A B 7 ..~`TJ ~ : 1, ~ i ti ~ o ~i
~ ~ ~ \ ~ i ~ ~
~ \ 1 Q 4 ~ ~ , I ~ , ~ \
~ i. ~ ~ ~ -
t ' 1 D 3~ 1 ~ \ Nom,,. N . ~ l
~ 1 t ~ / _ ~ t ~ ~
~ ~ r ~ , / 1 ~ ~ \
- /
~ ~ ~ ill , , I I ~ , ; ~ L ~ ~ ~ ~ ~ _
~ (1 , i / A r , UIU~ ~ ITT _ ~ - ~s ~ -
~ ~ /
I S ~ BUILDING , , ~ \ ^l'n ~ ~ w1?~90anglq J ~
4 ~ ~ - ~ I / ~ ~ ~ 'v. 1. THIS PLAN DEPICTS THE E&S CONTROLS TO DEVE i ~ 1 yi' N~a . ~.S TO DEVELOP AND ~ ~ li .
~ I ~ t r , ~ ~ 4,, r ~l~ / F. A ~ ~ ; ~ 2 CONTROL SURFACE WATER AT THIS SITE. REFER T / ~ o S ~E. REFER TO FlGURE / j pF oti
` ~ ~ - - ~ ~ ~ ~ } h ~ - - ~ r NOS. 7 AND 8 FOR SOIL EROSION ANO SEDIMENT 10 SEDIMENTATION / ~ z
4 ~ 1 ~ ~ t / ~ ~ ',t~ t, i ~ ~ ~ / ~ , CONTROL DETAILS DURING CELL 1A~ 8 ONSTR /-Y~ B CONSTRUCTION. % i' " j ~ 3
I w / l \ ~ F I I ~ ~ r ~ ~ FlGURE N0. 8 PROVIDES THE CONSTRUCTION SCH UCTION SCHEDULE ,
/ I ~ ~ ~ , ~ ~ ~ AND MAINTENANCE PLAN TO DEVELOP AND MAINTA / M11-~ ~ ~ AND MAINTAIN THE r kGINE
~ ~ ~ ~ EA IS PERMANENTLY ST < I ~ / i SITE UNTIL THE ENTIRE AR ~ ~ ~ z , E Y ST U ®'m IAN NTL ABI ZED /
~ t ~ i / / / ~ j \ \ /
~ , ~ ` 2. E&S CONTROLS MUST BE CONSTRUCTED AND BE ,1 Y ~ , ` j7 , ? , ~ ~ ! r / ~ Y TRIBUTARY AREAS TO ' ED AND BE FUNCTIONAL / / ~
/ . , l 1 (y / . PRIOR TO DISTURBING AN AREAS TO THESE E&S - I j 'ti
/ ; ; i ~ ~ ~ ~ ' `4 CONTROLS. i ~ CC's ~ ~
I ~ ~ i ~ • ~ 7/ ~ ~ HE AREA WITHIN THE UMIT OF EARTH DISTURBAN 3.T I DISTURBANCE IS ~ / j;. ~ ~ ~
. 1 ~ / / ~ APPROXIMATELY 35.1 ACRES.
p , ~ ; / r / l 1 I /
~ ~ ~ ~ i ; ~ ~ ~ AFTER FINAL SITE STABILIZATION HAS BEEN ACHIE' BEEN ACHIEVED, ~ ~,r
t ~ ~ `4. ~ y ~ ~ } i l ~ t ! ~ , ~ I ~ ~ - ~ F , ~ l y ~ ,r TEMPORARY E&S CONTROLS MUST BE REMOVED. , REMOVED. AREAS , ~ j ~ ~ ~ ~
r:; 1 ± t , ~ ' i' ~ , ~ F • ~ F E CONTROU cv / r I , r I / , ~ ~ ~ DISTURBED DURING REMOVAL 0 TH SE r ~ / i , ~ >E CONTROLS MUST BE ~ ~ ~ \
~ ` , r ~ / :r / \ TED IMMEDIATELY. ,4 ~ / PERMANENTLY REVEGETA lY. ` ~
1 ~ DES PROJ. N0. R97 875 686 DATE: PJW 02/24/98 ~ ~ 1 ,
~ ~ , . , r ~ ` ME T BASIN N0, 1 WILL _ I, ti I I / I r ~ 5. THE CHANNELS AND SEDI N N0, 1 WILL REMAIN ~ ~ ~ I ~ PROJECT: EROSION AND ~ ~ ~ DRN CRK 12 22 97 ~ \ i ~ ~ / /
~ 1 i < < \ ~ ~ f r' IN-PLACE AFTER THE SITE IS STABILIZED FOR STI .ED FOR STORMWATER J / r ~ ~ ~ ~ ~ ~ SEDIMENTATION CONTROL PLAN
~ ~ ~ I 1 r ~ - f MANAGEMENT. ~ ~ _ ( ~ / / ~ ~ f I CHK CLS 02/20/98 \ ~ ~ ANSON COUNTY NORTH CAROLINA
~ / 1,1 , / , ~ \ o i ~ ~ I ~ ~ ~ r l - 1 ~ - s. SATE SAFETY ~ ~ I~U1Y ~ ~ 11Y ~ THE REV ~ z ~ 4 ~ SHEEf TITLE:
v ~ ` ~ ~ ~ i ~ ~ ~ / / ~ ~ ~ ~ / .THE aaVTRACTOR SFIAI.I COYPI,Y w , , , 1 r a~lTRIVCTOR SCALE CELL 1A 1 B CONSTRUCTION ~ COMPLY WRH ALL
} 1' ~ I ; ~ ~ / r - AN OF THE ~ z ~ I ~ } ~ / TERkIS 0 ~~l~ORIONS PROD. MGR. ~ ~ 2 ¢ ~ E&S CONTROLS s~
i , \ 1 1 r ~ r , ~ >7 / I ! % DOCU~IEM'S INCLUDMrG, BUT NOT UhNI'ED T0, All IIED TO, ALL ~ 100 0 100 200 FEET OPER. PLAN VIEW
www..wawwa u. wawr~a uiw ~~~u.w~~ awalu~~wa7v 1
}tZ`~o UWUMIRAVAL WWLIT AMU MALIM AUMIM101MIR 1
- tf) CD r i (OSHA )v AND ALL OTHER LOCAL, STATE, AND FEa
x AND LATIONS REGARDING SAFELY AS THEY R n E ?I / / r As THEY ~u?h ro CHAMBERS WASTE SYSTEMS FIGURE 2
~ 1 I 1 / ALL CONSTRUCTION ACTIVITIES ON SITE AS PRESS 1 1 DFEDERAL RULES ~IIED SHEET No. E AS PRE ALMES & ASSOCIATES INC.
TIC PLANS. LL ~ .r I c r / j CONSULTING ENGINEERS A SUBSIDL4R'YN F AWE~D~SUERVICES, LLC DRAWING No.
~ ~ R97-875-E45
/ r i

GROUND SURFACE ~ FIN6HED
TO BE REVEGETATED ~ ~ GRADE
D d 11 I GRASS
LINED
CHANNEI.
GRASS LINED TRIANGUV4R CHANNEL CHANNEL SCHEDULE
~ (REFER TO CHANNEL SCHEDULE THIS SHEET)
N.T.S. ~ i DESIGN FLT/ DESIGN FREEBQ1JiD 0~-0N CWWt~I BOTTOM SIDE CHANN~
F~ptly pEpTH DEPTH AVAllABLE 1~ELOCI7Y LINING NhDM SLOPE SLArE
C?IAtIt7El.. Q~y~ ~(cfs) Q~rs~ < p (F n (M) ~B t~ZM
D~5
CHANNEL 17 RIPRAP UNm 7RAPEZOIQ4L 224.80 408.50 aae.so s.so a.oo o.so s.s, d s, 2• e.o 2 o.~j~
45.20 2.04 2.25 0.21 2.51 d ~ 4.0 2 0.01
CHANNEL 12 RiPRAP IJNED TR4PQOIDAL 41.44 45.20
GROUND SURFACE ~ T~gpQp~pq~ 7~pp~y DNERSION 1 GRASS LINm lFtIANGULAR 13.26 22.80 22.80 1.52 2.00 0.48 2.85 GRASS - 2 0.02
TO BE REVEGEfA7ED CHANNEL
iE STONE PLACEMENT BY WEIGHT. MAXIMUM STONE SIZE IS 1.5 TIMES d50
REPRESENTS THE STONE SIZE FOR 50~ OF THE STONE
~ 1~ ~ d t
RIPRAP THICKNESS 2' ANCHOR
=2.25 TIMES d~ (MIN.) TYP.
8 OZ/SY (MIN.) d~~p~p
GEOTEXTILE
~ RIPRAP LINED TRAPEZOIDAL CHANNEL
~ (REFER TO CHANNEL SCHEDULE THIS SHEET)
N.T.S.
CULVERT OR
42 HIGH (MIN.) ~~T o p
HARDWOOD STAKES
~/C Nd1E STAKED STRAW BIHFS WY BE Q - - -
IIS~D N flICE ~ iDi~ED CIE If511 I OO pOQ YPROPOLENE OR 14 GM1GE STEEL) U
~°L F"~. o 0S~0 8 0 0$08080 08o w~
3U YIN. HElglf OF FlLTER FABPoC ~D FlLTER FABRIC 17'(MIN.) oQ~uQ ABdVE GROUND SURFACE oo° 08080 -
FLOW IS OVERLAND
EXCAVAlID TRENCW AS SHOWN COMPACTED SOIL L 0
L -
BACKFlLL
~ GF~ fi
~Pp~ ~ 7
4iJ~F" ~ (~M~~+ (REFER TO APRON S N. 6" J APRON SCHEDULE THIS SHEEn
N.T.S.
,o°~~NCAR~Ii~~'~.
47' HIGH (MIN.) DETAIL ~A~ HARDWOOD APRON SCHEOUIE ~ oF6ss"i Q~-
ANCHORING POST N.T.S.
(8" MAX. C/C) FlLTER FABRIC ITEM APIiOM ( (30 MIN.)
L 12.0 12.0' 13.0' . i NGIN
~i C,UY WIRE (10 GMX9E MIN.) Wi 6.0' 6.0' 6.0 '~,m~m.,a•••
14.5' 15.0' ,Jry/_liJ~
COGPACTEO Wf 14.5 `r( 7
30' 9pICKFlLL SOIL ~ D50 6' ~ ~
SURFACE ~~pN OF

x x ,r sracEs
12' (MIN.) SEE DETNL "A' FOR
FABRIC TOE ANCHORING
DETAIL
p~q PfaDJ. p~ R97-875-686 MTE: PJH 02/24/98
ELEVATION Obi CRK 12/22/97 EROSION AND
a+~c cis o2/zo/sa SEDIMENTAJION CONTROL PLAN ANSON COUNTY, NORTH CAROLINA
~v rrt~t ~l'~ s~+~r m~
3 SILT FENCE DETAIL ~ ~ ~ 9 SOIL EROSION AND
~ N.T.S. o~. SEDIMENTATION COMROL DETAILS

CHMgM wAME MMMS FlGURE 7
ALMES & ASSOCIATES INC. OF NOM CARVNA
IM%m N . CONSULTING ENGINEERS MJBSIp~ OF ~ SSWCES, LLC R97-875-E47

T ABLE 2 TABLE 1
I~~IMIENANCE PLAN Feotune
CON ~ S1IRUCTION ~y SI~HEDULE I~I~enaioe 1o~a~o~io.
The followi is Constructio
n9 the anticipated uential order o n Entrance Dai and after ~ f construction acti ' ' lY all runoff events. place to develo Phase 1 vies which will take Remove a sediment at Went at the surtace of the
P of the landfill and borrow areas at nY the Wast® Marta ement F the Anson County Solid stone construction g aality. entrance 1 i entrance to provent soil
from tracking onto U.S. Roui o U.S. Route 74.
Proposed Channels yy eekly and after all runoff events mini
and ( mum Remove /or Diversions sediment/debne as i NrSTAI,I, SOIL EROS~N weekly), until the draino . ANO ge areas are stabilized main CONTROLS FOR THE PI•IASE i taro total deal n de th. /debris as nec~eary to
AREA AREA AND BORROW' (when there is at least 9 P a uniform, 70 percent sign depth.
vegetative cover established over the entire
project area). Instal( soil erosion_ and '
sedimentation controls rior to radin associated with the Phase P 9 g or earthmoving activities Sediment. Basin .
1 Area and Borrow Area construction. _ Weekly and after all runoff events (mirnmum Remove sedi debris and rfortn ropoirs
week) _ merit/debne and Y) , as necessary (within 24 hour yin 24 houre~to conform
1. Obtain erosion and sedime with installations ifications. ntation control plan approval and other ~ ~ec~cations.
applicable permits. Vegetation Week ly and after all runoff events minima PRESSURE RELIEF HOLES
2. Cleo ( m Seedin fert~i ' rl}+ delineate in the field week) u 9~ zing, and mulch the limits of earth Y}, ntil stabilized when th . disturbance and th ( ere is at . and mulching as required. 1-7/2" DIA.
area to Bevel a buffer (refer to the rev etation op the landfill and associated structu least a uniform, 70 scent v • ~ me res. pe , egetative cover information gelation measures for more
established over the entire ro'ect a 3. Hold P ~ sea).
a Preconstruction conference at least one canstti week prior to beginnin Dust
coon. 9 Minimum week) . Y Add moisture ve e g tote, or ap State, or apply mulch to 0 0
open bare areas during d 4. Clear and rub to insta luring dry periods.
9 II the necessa erosion and se ' ry p to construe ry dimentation controls Tem oro Control . . t the landfill access road to P ry Weekly and after all run
construct the support buildin s a Mea • • • off events (minimum Remov construct the Cell 1A 1B ar 9 ~ rid to sores and Facilities week a sediment/debris and / ea. ly), until stabilized whe . II p debrys and ertorm repairs
( n there is at least as necessary (within 24 hour a uniform, 70 percent ve etative cover in 24 hourag to conform
5. Construct Sediment 9 with installation s ecifications. Basin No. 1. estabbshed aver the entire ro ect ar P ecificotions. ~II / O o
p ~ ea}, 16 GAGE CORRUGATED ~
6. - Install Channel 11 and Ch annel 12. o METAL PIPE
7. In stall the outlet stabilization st ructures.
PLAN
GRA~NG AND CO
1~51RUCTION OF THE ACCESS ROAD, CELL 1 18 ARfAI? ANO BORROW AREA D=3G' D-
8. Grade area necessa f
ry or the access road and su art bwldin fill and co PP gs (excavate and . mpact as necessary),
;:rii~' ~ 13`
9. P • lace gravel on the a ro n pp pate portion of the access road and
support facilities. around the
10. Construct the maintenance b ' ' . uilding and the leachate retreatmen
equalization area. P t area and
i1. P .
ermanently stabilize (when there is at f ' east a uniform, 70 scent ve etativ cover established overt ~ g e
he project area all the disturbed areas w will not receiv filch 24 0
e gravel or be covered b a buildin . Y g RISER
12. Grade the area for Cell 1A 16
/ area develo merit exc v p ( a ate and fill and compact as necessa
ry)
13. nstall finer system cam anent ' p sin the Cell 1A/1B area. ~1 CONCENTRIC TRASH RACK AND ANTI VORTEX DEVICE
N.T.S.
FINAL ST AeluzAnoN of OIS111~BE0 AREAS 24 TOP EL. 268.50 TRASH RACK AND Z4CK AND 3
14. R - - - - ANTI-VOR
e establish ermanent ve TEX DEVICI ,P, getation (uniform, 70 ercer>t ve eta ' for th P g five cover) iRTEX DEVICE 6
e remaining disturbed areas after construction ~ is complete. N -
6" C C 0 15. Remove silt fence a
fter the contrbuting drama a area is sta 0 9 bilged.
0 BCCMP PERFORATED RISER, 16 GAGE WITH 'ATED ~
0 ~ OF 2-2 THE CELL 1D AREA AND /3" X 1 2" CORRU = W~ GROUND SURFACE rr
BORROW AREA o / GA `CORRUGATIONS WAS REVEGEfgiED
16. Grade area for Cel 0 11D development (excavate and fill and c EL N266.75
ompact as necessary). p
17. Install rn er system comporierits in the Cell 1 D area.
1 ~ HOLES FNrlll. STABN.IIATION OF zo
DISTURBED AREAS (8 PER ROW 3 ~7
18. _ Re-establish 2 ,Permanent vegetation (uniform, 70 scent ve etativ , 3 24"0 BCCbIP OUTLET BgRREL
for the r Pe g e cover) emaining disturbed areas after construction ' POURED INVERT 1 16 GAGE 2-2/3" X 1/2" B
is complete. EMBEDDED CORRUGATIONS
e C 19. Remove silt fence after ' • • • the contributin droina a area is stabiG • ~ •
9 9 zed. i ?
N 1.5' . , ? • . : ? . INV. EL. 2ss.oa x.266.°° EMERGENCY SPILLWAY CONTROL SECTION
c~AaNC . ~ . , . AND . OF TIC CELL 1C AREA AI+D BORRDW ; • t... ~ AREA , , . • ?
Install Temporo Dnrersion 1. • A... . o . ' ry ? a
2 1. Grade area for Cell 1 C develo N.T.S.
pment (excavate and fill and eo ct mpg as necessary). CONCRETE BOTTOM
22. Install liner s em cam PAD EL. N264. _
Y~ ponents in the Cell 1 C area. 5 L Nrw 3
AS-BUa-T EMERGENCY SPILLWAY DIMENSIONS
FEVAL ST 1T A~,Q,A ON OF 015TUR~D AREAS
1 rtEM gMENSIpN
23. Re-establish ermanent v 8 P, egetation (umfonn, 70 scent atnre N.T.S. pe veget cover)
for the remairnng disturbed areas afte r construction is complete. CREST El., 274.0'
24. Remove silt fence after the contri ' bating drainage area is stabilized. B (FT.) g~ „~unnu~p
'~i
t,'RAOIN6 Q~pfESS/p q
~ COI~~iRI~C11pN OF TF~ CE1L 1E AREA ATq BORROW AREA COMROL SECTION c
25. Grade area for CeN 1 E develo SLOPE (9l) 0.01 31
pment (excavate and fill and cam ct ae n pa ecessary}.
2fi. Install finer s stem cam Y ponents in the Cell 1 E area. BITUMINOUS CO y, FH
ATED CORRUGATED s ~y~~qM S A~~
STEEL DIAPH BITUMINOUS COAl1NG WAS APP RAGM, 12 GAGE ANTI-SEEP UED APPLIED
COLLAR CORRUGATI TO OUTSIDE OF PIPE AT FBIAI, ( ONS VERTI STABft~ATION OF DISTURBED DIAPH RAGM CONNECTION
Z/~~~~
27. Re- establish permanent ve elation uniform 70 I I I 9 ( nt etotive cover 1 1 1 1 1 1
~ ) I I for the remaining disturbed areas afte I VII I r construction is complete, I l l l I I I I I • IIII III I DIAMETER (24) BCCMP
IIIIIIII II 28. Remove silt fence after the I I 11 i 1 1 i I CONDUIT
contributing drainage ores is stabilized. VIII I I I III II
III I
4.25 I l l I I III III
~ PliOil. !1~ R97-875-686 Q~'~ PJH 02/24/98
III 111 II ca~c ~2/z2/9~ PRa~CT EROSION AND
Lill II
II I 1 III III VII I ~ cis oz/zo/se SEDIMENTATION CONTROL PLAN
I I 1 1 1 1 1 1 1 TWO PIECE WATERTIGHT ~ I I I I I 1 1 1 1 CONNECTIN 8AN0 CLAMPED AND BOL 'CONNECTING ~ Z ~ $ ANSON COt,{NN NORTH CAROLINA AEV l~ ~ 9 9~ TITLE
TED VERTI .25' TO CONDUIT
CAL PROJECTION 1.1' t+rea. t~c~. z g 'fATION BASIN
( QIIf~'TIA?1 lNfue~n~..r
L Cx1 ANTI-SEEP COLLAR mo MAINTENANCE
N.T.S. ALMES & ASSOCIATES INC. ~ ~s~s SHM :11:U RE 8
CONSULTING ENGINEERS ~~p~ OF SERVICM, ~ m"m R97-875-E48

/ / ~ ~ ~ /
00
"-~./r h . % ~
l r ~ \ \ \ ~ . ~ ~ ~ , Vii----- , ~ ~h
~ it ! J r ~ C\ ~
X • i i ~ / ~ i ~ ~ ~ ~ •
\ ~
~t \ ~ ~ I ~ ~ / /
r ~ ~ ~ ~ l~
_ _ ~ \ \ ~ \ \
~ / ~ GRASS LINED CHANNEL / ~ /
\ r \ ~ , 1 ~ ~ ~ \ \ ~ ~ L 4~, ,per \ i yy . ~ e ~ . r r~ ~ ~ r ~ ~ r , , RIPRAP LINED CHANNEL
CULVERT \
c A rw, ~ ~ . ~ V ~ / ~ A T ~ A( ~ \ ~ ' . SEDIMENT TRAP
~ A ~ \ \ ~ ~ .A ~ \ ~ ~ ~ v ~ 5 ~ ~ ~ v \'1.. ~ , ~ ~ L \ ~ A_ A ~ ~
v / _ oa A ~1~
~ ~ ~ '1, ~t ~~v ~ ~ / / ~ \ I r ~ LIMIT OF EARTH DISTURBANCE ~ ~
~ ,yf~ ~ ~ ~ SILT FENCE
v 1 1 ~ A
ti , ~ ; ~ ~ r-~__, ~ A~~~
~ 0 ~ o
~ ~ ~ \ \ . ~I ~ ~ / ~ i
~ ~ ~ t
~ 1 i ~ ~ 7 r r , / J, , 1
\ ~ \ ~ ~ \ ~ / a, \ \ \ \ ~ \ •rsvvvvv~ ~ \ \ \ ~ ~ ~ r~ „ ~ / ~ ri r/ ~ / 1
it r '
/ ~ ~ ~ I ~ ~ ~ ~ d
l ~ \ ~ \ \ ~ ~ ~ _ \ \ ~ ~ t \ ~
. \ / ~ i ~
~ / ' ' ~ i 3
~ ~ k ~
y / / !
S ~ / / O I , ~ 1 \ , ~ w ~ ~ i \
~ ~ / / ~ ~ h ~ 2 / IDLE ` \ o ~ , \ ~ / \ / ~ i j % /
i ~ i r
A a / i \ ~ r 1 r
, ! ~
~ ~ I i ~ 0 . ~ kc'S i,i / ~
1 ~ , . ~ ~ ~ 1 ~ ~
1 ~ ~ , ~ ~ i ;i ~
\ ~ ~ \ ~ ~ 0 , ~ _ -i
A ~ / . \ ~ ~ 1 \ ,
\ ~ ~ ~ ~ / \ , r ~
\ MIT OF ~ ~ 1\ ~ . \ ! i ~ ~ EARTH, r Yt r ~r~ / `~1~ ! ~10.~Q \
- ~ lT CE ~ 1 f . ~ DISTURBANCE 1 ~ ~ \ ~ ~ 4 \ \ ~ \ i 1 1 r %
~ ~ ~ ~ ! 1 1 ~ \ ~ ~ ~ , r ~ r
7 \ ~ / % / F
s~ N
~ , t ry
1z ~ ~ i /
~ " / 4 i
?~j~ ~ ~ ~ ~ \ i 1
/ HANNEL 5 , \ 1 OUSE ~ 5 ~ ~ , \ ~ ~ ~ ~
t \ \ ~ t ~ , ~ A ~ / ~ ~ S ~ ~ ~
~ ~ ~
~ 1
t ~ N, ~ ~ ~ ~ ~ o~
/ ~ ~ 1 , 1 ~ ~ ~N 1 ~ y ~
\ ` ~ i
TAIL ~ I ` ~ 1. THIS PLAN DEPICTS THE E&S CONTROLS TO DEVELOP AND CONTROL ~ ~ p„
_ CHANNEL ~ ~ ? ~ SURFACE WATER AT THIS SITE DURI AR A ~ , ) NG BORROW EA DEVELOPMENT.
1 ~ REFER TO FIGURE NOS. 7 AND 8 FOR SOIL EROSION AND SEDIMENTATION \ , ~ \ p. _ _4~p~~ - _ _ _ ~ _ _ _ , . CONTROL DETAILS. FlGURE NO. 8 PROVIDES THE CONSTRUCTION SCHEDULE
AND MAINTENANCE PLAN TO DEVELOP AND I~iNNTA(N THE SIZE UN'Til THE
~ ° C/p ' 1 i1\ \ ~ ~ ~ ~ , ~ ~ ~ u, ENTIRE AREA IS PERMANENTLY STABII.IZED.~
l _ ~ , ,
' ti ~ ~ r Irv •r~`' ~ \ \ 2. E&S CONTROLS MUST BE CONSTRUCTED AND FUNCTIONAL PRIOR TO
\ / / ~ / ~ i i FF, l DISTURBING ANY TRIBUTARY AREAS TO THESE EQcS CONTRO1
~ ~ ~ ~ / ` Wr ~ ~
1 ' + w s \ 1 1 , / 3. THE AREA WITHIN THE 80RROW AREA A LIMIT OF EARTH DISTURBANCE IS
~ ~ 1 ~ ~ , , ; , r APPROXIMATELY 11.1 ACRES. °I~,,`~R
~ \ ~ \ 1 ` ~ \ 1
~ \ ~ ~ ~ ~ ~ / i ~ ~ i ~ ~ ~ ~ ~ ~ r K-~ 4. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S
\ ~ \ 1 ! \ 1 ~ \ ~7 ~ CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF
r-~ ~ THESE CONTROLS MUST BE PERMANENTLY REVEGETATED IMMEDIATELY,
/ i ~ , ~ \ , ~ 1
~ \ ~ ~ ~ ~ a ~ 5. THE CHANNELS WILL RE - ~ ~ MAIN IN PLACE AFTER 7HE SITE IS STABILIZED FOR
~1`~ \ STORMWATER CONTROL,
~ ~ ~ ~ ~ I ~?>7 , ~ / ~ 1 ~ ~ ~ E ~
~ 4 , \ ~ \ N~t1 / 6. ALL SITE SAFELY ~ THE I~LRY OF THE CIDI~TRAOT4R. THE ~ ~ ~ ~ ~ T~
- \ ~ \ / \ ~ r I r , ~ o \ ~ aaV1'RACTOR SWll.t. Y WITH ~ \ F API. ~L. TERMS AND a~~DITIONS of THE
~ ~ , i ~ ` ~ ~ Fs aD~LSS?RTIJCTION fll~(;U~I~N15 INaUOIN BUT NOT LIMITELT TO ~ , ~ ,ALL ~ ~ \ \
I ~ ~ , \ ~ ~ \ 1 r ~ ~ ~ ocxuPAT10NAi. SAFETY AND HEALTH ADMINISTRATION (~1 ~ AND ALL ~ ~ ) < ~ , ~
~ ~ , , ~ OTHER L0~ STATE, AND FEDERAL. RULES ANQ REt,~itJtT'ItR15 REGARDING
,.r 1 TRH. \ \ ~ ~ ~ r-~. \ \ i r k ~ ~ t ~'N'LI I Al I~IGI 1KV1~ T~ ~ V1/ ~ ~ ~ t I ~ NG t~51R4lCTI~ A1rtIN1'nES ON SITE AS ,J ~
FS 6 ~ \ ~ \ I J ~ ~ , a / x J / ~ / 1 ~ A 1 ~ \ , ~ r ~ / PRESENTED ON THESE PUWS. ~ ~ ~ ~ ~
/ \ r ! tl ~ ~ r ~ ~ / i,~
I `3 1~ ~ ~ NCARO
/ ~ . ~~ESS
i ~ ~ l ~f ~ ` t i ~ ~ ` 1
I ~ ~ ~ ~ ~ , 1 ~ l ~ I A ~ ~ / / \ ~ ~ e 1 = ~ o
\ ~ ~ / ~ \ ~ ti, ~ ~ ~ / ; ~ / ~ \ ~ , ~ / i ~ / ~ ~
~ ~ ~ \ l ~ ~ l ~ ~ ~ ~
1 ~ / / , / ; i FS \ i i ~ r ~ \ ~ 1 1 / ~i ,
~ ~ ~ / ~ \ oq 1 1 r ~9~i s. P ~ i'~ ~ ~ ~ I , ~ r,,?~ ~ ~ ~ ~ -r 1 ~ ~ l 1
/ ~ ;f / ~ / \ i ~ \ '1 i . ~ ~ ~ ~ , l A
, , / i ~ 1~ 1 r ~ ~ \ ,i ~ 1 I ~
~ i r ~ ~ \4 , ~
s, ~ i r \ ~~o. r l
i y. 1 ti f
/ ~ < \ ~ \ ~ . ~ 11 ~ I
~ \ r' ~ 1 `r i ~ ~ ~ PRQi. Nfx R97-875-886 L>IATE: PJH 02/24/98
/ 1 ~ z~ < oRN cRl< 12 22 97 PROJECT. EROSION AND \ ~ ~ / /
Fs \ ~ ~ 4 ~ + „ \ ~ , ~ + ~ SEDIMENTATION CONTRO
~ / v ~ \ ~ r, / ~~a , \ , ~ i ~ ~ t~1K CL5 02/20/98
/ / . , ti ~ , ~ . ~ ~ ~ + r ~ /1 ANSON COUNTY NORTH CAROLINA . \ ,
i / E~ ~ ~ / ~ ~ SCALE ~ ¢ ~ , TITLE. , , ~ ~ ~ 80RROW AREA A
AS ~ ~ , r 6+ \ r/~ \ r L ~l 1 ~ PRaI. M6'R. 5 \ ~ '~Y EIS CONTROLS
0 FF / / ~ 1 S ~ r ~ 1 \ ~ 100. 0 100 2OO FEET
5 AEls•
SHEEr No.
a TTZED PLAN, WITH Z 4, AND 5 FOOT CONTOUR INTERVALS, / PARED BY TALLAMY, VAN KUREN, GERTIS & ASSOCIATES OF - 425
- / PA., MAPPING COMPILED BY STEREOPHOTOGRAMMETRIC ALMES & ASSOCIATES INC. CHAMBERS WASTE SYSTEMS FIGURE 6
HODS. ELEVATIONS REFERENCED TO N.G.V.D. GRID IS NORTH r~eFS corrsuLrwc ENGINEERS OF NORTH CAROLINA or~w~+c tb.
[HOPJZONTAL E MAP, WITH 10 FOOT CONTOURS DEVELOPED FROM A CAROLINA STATE PLANE COORDINATE FASSiDW2'Y OF ALLIED SERVICES, LLC R97-875-E46
RDINATE SYSTEM, 1983 ADJUSTMENT.

~ i
~ i a ~ A
/ ~ / r / / t i ~o ~ / ~ ~0 ~ ~
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~ 1 I " ~ ~ / , \ 1. THiS PLAN DEPICTS THE EdtS CONTROLS T4 DEVELOP ~4 L)EVELOP AND ; r o~® o`i ,A
~ ~ I ~ , ~ ~ ~ ~ - AT THIS SITE. REFER TO Fl ~2~~ CONTROL SURFACE WATER ,a , ZEFER TO FlGURE ~ ~ FE S~0 ~ ~ ti . A ~ EDIMENT TION r Q
~ ~ ' ~ ~ ~ ~ ~ OS. 7 AND 8 FOR SOIL EROSION AND SEDIMENTATIO ~ .I ~ 1 " ~ N
, ~ ~ i , ~ CONTROL DETAILS DURING CELL 1A/1B CONSTRUCTI0 ~ ~ ~ ~ ~ I ~ ~ FlGURE NO. 8 PROVIDES THE CONSTRUCTION SCHEDUI 3 U E ~ , / ~ ON SCHEO L _ o
I , ~ ~ ~ , ~ , % ~ ~ ~ - I ~ ~ TO DEVELOP AND MAINTAIN 1 ; ~ ~ i ~ ~ AND MAINTENANCE PLAN MAINTAIN THE r ~ i ~ ~ NCI ~ ,9
~ ' ~ ~ ~ ~ ENTLY STABLE i ~ - 1 i / SITE UNTIL THE ENTIRE AREA IS PERMAN 1 1 ~ NTLY STABILIZED. i / ~ , j ®l
~1 / ~ ~ ~ l /
7 \ ~ ~ i CONTROLS MUST BE CONSTRUCTED AND BE FUN 1 I ~ ' 2. E&S F NOTIONAL AND BE U / / i ~ ~
y 1 ~ t? 1 / / ~ / ~ ~ / . ~ PRIOR TO DISTURBING ANY TRIBUTARY AREAS TO THEE i11, ~ 1 i// / ; AS TO THESE Ed~S - ~ ~
r / ~ / . ~ . / `l ~ ' ~ ~ 1 t ~ / ~ CONTROLS. ~ ti~ 1 , l ~ . ~ r / ~
~ ~ ~ 1 ~ ~ ~ / ~ i 4 r~ ` ~ ~
i, / ~ 3. THE AREA WITHIN THE UMIT OF EARTH DISTURBANCE ~,1 ,1 S ~ / i ~ ~ >TURBANCE IS i „ ~ ~ \ . ~
~ ~ ~ ~ + > 1 I ~ ROXIMATELY 35.1 ACRES. I ,1 / ~ APP 1 ~ i / i / J ~ ~
o I ~ I ~ / ~ o I ~ ~ / ~ , J ACHIEVED, ~
~ ~ , ; s , / / ; 4. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, COVED. AREAS ~ ~
~ ~ ~ ~ ~ ~ 1 ~ ~ ~ , F , ' ~ TEMPORARY E&S CONTROLS MUST BE REMOVED. AREA 1 ! 1 , ; ' i' ~ / ~ F - ~ E ONTROLS MI ONTROLS MUST BE ~ ~
N / ~ ~ DISTURBED DURING REMOVAL OF THES C 1,, l / / , ~ ~ ~ ~ ~ ~ ; ~ ~ ~ ~ y,.r / ~ MMEDIATELY. ¢ 1 1 ~ ( / , ~ ~ ~ PERMANENTLY REVEGETATED i , / \ ~
~ ~ ~ 1 ~ ~ .DES PROJ. N0: R97-875-686 DATE: PJH 02/24/98
i 1 > > ~ I ~ y ~ ~ I ~ .THE CHANNELS AND SEDIMENT BASIN N0. 1 WILL REtI S 1~ f I r 5 ~ 1 ~ ~ 1 WILL REMAIN ~ ~ ` / i ~ ~ PROJECT: EROSION AND
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~ ~ ~ ~ s ~ ~ r - \ - { MANAGEMENT. ~ / \ i 1 ~ SEDIMENTATION CONTROL PLAN ~ ~ \ I ~ CHK CLS 02/20/98
i~ ,III ~ ~ j ~ ~ ~ / ~ ~ ~ ~ ANSON COUNTY NORTH CAROLINA
~ ~ ~ f o I~ ~ i ! t ~ ~ l ' - ` ~ 6. ALL SITE SAFELY 15 THE RESR01~16NalY OF TIC Q J' < ~ ' 1 ~ REV z 4 ~ ~ ~ ~ ~ SHEET TITLE: SCALE CELL 1 A 18 CONSTRUCTION
~ Sit ~ ~ I ~ ~ ~ i \ ~ ~ ~ .THE gJNmiA~Ci'4R SEMLI. C~IPLY WITH t ~ ~ 1 1 ~ q~NITRADI'OR ~.I c N~IPLY WITH llll. ~ PROJ. MGR. G~ 2 r 2
l ~ / AND CI~I~ITIONS OF \ ~ 1 I r ~ ~ ~ TERMS 1 ~ / 1 1 1 1 Ic~raN ~ ~ E&S CONTROLS 100 0 1 00 FEET
~ I r , ~ 1C1 ~ I ,1 ~ ~ / / ~ ~ f l I , ~ ~ ~ ~ _ , , ~ DOCII~lENTS INCLUDM~. 8UT NQT LMRED T0, ALL T0, lILL 00 2 npFR AI eel Vlf.'w
OCCUPATIONAL SAFELY AND HEALTH ADMINISTRATION
I zo I ,z I a I I ! / / LOCAL, STATE AND FEDERAL DTHER I OSHA AND ALL ~ RULES SHEET No.••
0o S \ i REGAIPNG SAFELY AS THEY REIAI GULATbNS AND ( i THEY REIATE TO ~ FIGURE 2
ALL OONSIRUMON ACTMTIES ON SIDE AS PRESENTEt o~ 5 I / I ON ALMES & ASSOCIATES INC. CHAMBERS WASTE SYSTEMS NORTH pRgWING No.
S ~ 1 1 t1~ 1 / ? i PLANS. CONSULTING ENGINEERS A SUBSIDL4RI~ F ALUED~ SERVICES, LLG
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R WILD ROSE
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„I~ _ a FLOWERING DOGWOOD
~ - - I I F - F LMT 0 100 YEAR LOOD
N 458,400 `~i ~ PLANE (ELEV. 250)
- M_
_ P LOBLOLLY PINE i--• 150 OFFSET FROM RAILROAD
RIGHT OF WAY
t
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N 458 200 ~ k ~ , 1ti t'' J
~ j i / Water Tolerance proximate Total Number
1 ~ , ~ Common Name Scientific Name De th Ran a feet Plantm Elevation Of Plants Form
1 I ~
k ~ / Fra nt Waterlill N sea odorata 0.3 240 - 242 350 Bare root bulb ~ , r Y YmPh f f""
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~ ~ ~ 1 ~ y , ~ 6 3 ' ~ ~ ~ r _ ~ i f; / ; : Zone 2 Herbaceous Ve etation 0.87 acre ' ~ ~ 9 ~ r
~ 1 F`, ~ f ~ 3 f 1r ~ ! / ~ ~ j
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,`E T j j I Common Name SClentiflc Name De Ran a feet Plantln Elevation Ib of seedlacre
t ; , ~ . ~ ' f j~. 0' ~ /
1 , t ~ f r' ~ ~ ,f Rice C rasa Leersia o oides 0 - 0.5 242 - 244 0.45
.y. ~ y y i f , r ~ ~ = r r` % rds T I s cem s 0 - / , , , Liza ai Sauturu uu 1 242 - 244 0.65
S ~ \ ~ f ~f ~ ~ ~ ~ I t i r~ I ~ r ~ I I t I 1 j ~ i `r Soft Rush Juncos effusus 0 -1 242 - 244 0.65
~ ~ j ~ ~ S ~ a / ~ / i ~ ~ ! ; .r` Lurid Sedge Carex lurida 0.0.5 242 - 244 0.04
E { J 1~ ~ ~ J ~ x loi 24 -2 4 f ~ ; Bnstlebract Sedge Care tnbu des 0 - 0 5 2 4 0.04
n i N ~ r N 458,000. , ' r r`F" ~ ; r ! f :i i ~ i t l t f % ~ ~ f f 1 i P Foxtail Sed a Carex vul inoidea 0 - 0.5 242 - 244 1.1
1 `t ~ r, r J) r ~ ~ ~ ~ i i 1 Jr y i ~ y y i J ~ i ~ s t~ 9 p ~ 3 i ~ ( 1 Fowl Mannagrass Glyceria striata 0 -1 242.244 0.2
r j i f ~ S t I ~ ,
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, i 1 1~ ~ I i ~ i ,Y i~ i f ~ ~ ~ , ~ R. 1 } C I I j, t Annual a Grain • NA 242 and above 120 1 ~ RY (
r . ~ ~ 1 ~ C ~ 1 ~ ~ 1 ~ - ~ Annual Lespedeza NA 242 and shave 50
~ ° ~ ~ t ~ t ~ r ~ 1 i ~ , 1 1 } ~ t ~ 4 4 ~ ! Kobe ~ ~
t i t
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ti ~ ~ i i ~~r ~ ~ 1 s iii 5 i ~ F t t 1 1 1 t t 1} ~
t ~t Y 1 ~i, ~ ~ ~ Zone 3 - ShrublTree Ve etatlon 0.75 acre ~ 9
~ - ~ ~ ~G a, r ~ i ti, - ~ ' ~ i ~ 1 ' ~ ~ , , , ~ ~ I
, , ~ ~ 1 ,t ~ ~ - E ~ , ~ ,E i ~ ; ; s ~ I ,
~ ~ ' ` ' ~ Map Water Tolerance) Appro~umate 1 ~ 1
~ y y y y of y y y y ~ sl \ y y y ~ i t i, , i ~ t ~ ~ ~ t 1 i, i t ; ; j Designation Common Name Sclentiflc Name Depth Range Planting Elevation ~ i ~ t i i i
1 i t i 1 ~ ! I { Letter ~ i 4} i i ) f
~ , ~ ! M R~ M le Acer rubrum Ri arian Water R ime 1 , ~ , , . I ; ap p eg AtlAbove 244
5 ~ ~ > > ~ ~ ~ I } ack i low ahx ni ra rian star ime 1 ti ve 244 9 Pa e9 ( )
} h } N 457 800 w, ~ l 1 s ! ~ 'i r i ~ • j i ose osa sp. iparian star egime (1) t! ve
k t ...,w. ~ t ~ ~ i 1 it I , ~ } ~ }t ~ , , ng mus on a ipanan regime (1) ova
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1 i ~ , --w._.___~...~...__ t 1 , l , } ~ } ~ S Sweet um Li uidambar Ri rian Water R ime 1 AtlAbove 244 ~ } ~ 9 4 Pa e9 ( ) t 4 1
y y y y y y y y y y i ~ ~ ~x ~ ~ ~ 't ; ~ ~ ~ styraaflua ~ 1 ' S ~ ;
} I ~ ` ~ ~ P Lobloll Pine Pinus taeda Ri arian Water R ime 1 AtlAbove 244
~ , r M ,h ~ ; } i ; + ' E ! 1 The ' nan water ime is found in the ri rian zorre ~ a hod of water that is at lead kal influenced floodi . ~ re9 Pa Y p~ IY, by ~
\ 1 ; t 1 1 ~ ~ , ~ , , l 't 1 \ i i 1 i 1
\ t f s
~ ~ Zone 4 -Bank Stabilization Seed Mix 0.77 acre \ ~ ~ ~ t ~ ~ `
r ~ y y y y y y y y y ; y4 4 t i `Y ~ t
'°t~'I~ II ~ 1 f ) ! ` t \ i ~ ~ rL y t 1 i `
~ ` ~ ~ , ~ , ame Application Rate (Ib of seedlacre) \ ~ ~
~ 1 1 ~ ~ ~ t \ \
\ ti Tall fescue 100 ~
E s 1 t ~ r ? ~ ~t ~ ~ Sericea lespedeza 30
~ t , ; % , ~ ~ ,i m ~ i s t ~ ~ ~ ~ ; Kobe lespedeza 10 ~ ~ 1. .y ~ t \ ~ A STANDING WATER ELEVATION OF 242 FEET WAS USED
~ ~
m f f , t ~ t ( ; ; ~ ~ ~ i ~ ` ~y ~ ~ v t IN ANTICIPATING WATER L ELS WITHIN TH MITIGATI N , ~ ~ ~ ~ ~ EV E 0 i r ~ ~ ~1 ~ 1 ` 'y
4, ll1 i ( ~ i ~ r 1 `t i ~ ~ t -4 4 ~ ` ~ ~ ~ WETLAND. ONCE THE DGE OF WATER FOR THE EXISTING
Q N 457 600 ~ ' ~ ~ ~ 3 ~ ` ' ~ i ~ ~ i' y •1 ~l ~ ~ ~.t ~ ~ WETLAND IS SURVEYED, THEN ACCURATE FINAL GRADES
Vii, ~ l i 4 : s S 4 't i i t 1 •L i i 1 r^--.,.w~ \ .w ~ . 1 CAN BE FINALIZED FOR THE MITIGATION AREA.
J ~ 1 ~ 1 j~ 1 ~ a ~ i ~ ' ~ ~ ~!f ~ 1 yi r y I y t , tt t 1~,~ i i k t - ~ ~ ti `t a i l \ \s \ 'v
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N ~ ~ , ~
REV DATE DESCRIPTION P.M. OPER.
• ~ , DES PRO T N ~ - CAD: J M 05 04 98 JEC 0. R98-632 686 A / /
~t " ~ f ti 1 ~ E ti~~4~..~ ~ y. SCALE DRN JAM 05/04/98 PROJECT:
~ , WETLAND MmGAT10N PLAN
`~.i 4 H ANSON COUNTY SOLD WASTE 50 0 50 100 FEET M~ANACEMENT FACILITY
~ REV
V ` rr , l ~l t t , k ~ k SHEET TITLE:
~ ~ APP
~ ~ ~ . SEEDING AND PLANTING PLAN
co 4 PROPOSED WETLAND MITIGATION AREA
OPER.
N 457,400 DRAWING NO.
ALMES A A880CIA INCA R98 -632-E3
i IN, CONSULTING ENGINEERS Allied Services, 1 1 1 ~ 1AWk FIGURE N0. 5
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r ~ v i 1~ i 1 l \ \ , ~ 1 , ' i ~ ~ ~ ~l 1, THE ORIGINAL WETLAND DELINEATION WAS PERFORMED
1 ~ ~ 1 . ~ 1 ~ i 1 , ~ ~ ~ BY GARROW AND ASSOCIATES, INC„ AND SURVEYED
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.f"~ ~ 1 ~ ~ ~ ~ ~----~--._~w,. ~ A 1 1 I ~1 , , , ~ DRN SAM 05/04/98 PROJECT: WETLAND MmGATION PLAN
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' /%r=;•... t ,yl! , \ ; r ~4'.„ } ,t `.../i f /rr,/ r,r"-\/ f ,~.~,`p ( ( \ \ r ~ ; \ ~ \ t. it ;}E. / t \ tt i t r ,a ( r ~F'~r / / t 1 ,J t,~,m `,.1 'f.~' }"i c' 'l ~ f , . ~ • I i ~1 , J` • / t`(r 1 / .i'.„„'-' ra 1 ~ `_',',_..-...r' - _ ~'1'` F 1 j 1 , f i • \ i } ` e , i , ~i . f 1 / ~ 'a `1 r r\..., 1, t / :::=r"6~~ r , v, 5i'f 1 f 1 ~ r'%; / t~ ! it .i ( asr ~ i ! ~ my._ rat 1 4?'y'-~. , ~ ` ~ t DES
f,' 1ft f.f l`l 'r i s-' j ~ r-T-'.-. ~ 1t\~ j } J ( I ~ ; ~ PROJECT N0: R98-63 - ~ - i r' ~ , 2 686 CAD: JAM 04/30/9$
~ t i DRN ,JAM 04/30/98 PROJECT WETLAND MITIGATION PLAN ~ .
N 455 500 1 r } l\,~ ' ~ ANSON COUNTY ,i ' ~ ~ CHK SOLD WASTE
E r~-- f MANAGEMENT FACILITY
l ,x t REV
r SHEET TITLE: ~ APP
PROJ. MGR D(ISTING SITE CONDITIONS
w
OPER.
X AMES a ~ INQ DRAWING NO.
CONSULn"G ENGINEERS Allied Services, LLC R98-632-E1
FIGURE NO. 3
- _
~4'S

O O O O
0 ~ •
N ~ f~ Dt o Z~` ~ ~ ~ N •
N ~ ~
2 `i-
w w ~ w W _ , , , _ , ~ LIMIT OF 100-YEAR FLOOD
PLAIN (ELEV. 250)
p~6 ZONE 1
CONCR WEIR WATER ti ~ ~ LIMIT OF STREAM WETLAND - /
LEVEL ONTROL STRUCTU MITIGATION AREA
' 4 N 460, 50 - CREST ELEV. 244.5 FT 24 . 4' ZONE 2
260 EXISTING TOPOGRAPHY
ZONE 3
242 PROPOSED BASE GRADES
+ ~ 246 I BRUSH PILES
0 h ,
ti COIR COCONUT FIBER LOGS
3~ (1-FOOT WIDE x 20-FEET LONG)
0
246 ~ ~c~' 48
2 A 5
AA A
~ ~ ~ Zone 1 -Stream Bank Wetland Stabilization Seed Mix
~ r,r' ~ ,
2S Application Rate 0 Common Name Scientific Name
U RNED MPS FOR g Ib of seed/acre
B ATI N ~ FLO DISSI 0 ~ ~ , Shallow sedge Carex lurida 1.5
A, /
A A , A A Fox sedge Carex vulpinoidea 4.5
8 D P ED ST NES FROM I mus ri arius Riverbank rye E y p 7.5
BB , SITE OR E OSION Deer tongue grass Dichanthelium clandestinum 7.5
C NTROL IN TH POOL / N 4 0,500
+ Switchgrass Panicum virgatum 6.0
ao~ ~ Partrid a ea Chamaecrista fasciculata 3.0 ~ 9 P
+ Opo f~~ Annual rye grass Lolium multiflorum 125
o a o~ 0 poo l
Annual lespedeza Lespedeza sp. 50
EX T1NG STR M / C NNEL , Zone 2 - Emer ent Ve etation
9 9
Water Tolerance/ Total Number Planting Common Name Scient~f~c Name Spacing Depth Range of Plants Form
P 0 0 EN POOL h
ti NO SEED Duck Potato Sagittaria latifolia 0 - 0.5 ft. 150 Bare root 3 -foot centers
OR P
Rice Cutgrass Leersia oryzoides 0 - 0.5 ft. 200 Plug 3 -foot centers
~6 ~s _ _ 0 Soft Rush Juncus effusus 0 0.5 ft. 300 Bare root 2 foot centers
Lurid Sedge Carex lurida 0 - 0.5 ft. 300 Bare root 2 -foot centers
,.d
Tussock Sedge Carex stricta 0 - 0.5 ft. 300 Bare root 2 -foot centers
Soft-stemmed bulrush Scirpus validus 2 in. - 2.5 ft. 300 Bare root 2 -foot centers
r - Ali ~ Joe-Pye Weed Eupatorium sp. Saturated Soils 200 Bare root 1 -foot centers
n~ Fowl Mannagrass Glycerin stricta 0 - 0.5 ft. 250 Bare root 2-3 -foot centers
Blue Flag Iris versicolor 0 - 0.5 ft. 150 Bare root 2-3 -foot centers
N ,..&60;~59~ ~ . ~A 26

i' / ~ ~Y a W y -J Zone 3 -Shrub Tree Ve etation 9
~ W W ~ i W W~
Ma Desi nation Wetland Plantin P g Common Name Scientific Name g
Letter ndicator Statu Form Spacing
y y ~ ~ i v E Elderberry Sambucus canadensis FACW- Bare root 3 -foot centers
1~ W W W ~Y W W W ~y'~ \ ,EXI NG WETLAND r _ S Southern Arrowwood Viburnum dentatum FAC Plus 3 -foot centers
y w W ? W~ C Common Winterberry Ilex verticillata FACW Plus 3 -foot centers
r ~Y + 'y W w W ~V W w B Buttonbush Cephalanthus occidentalis OBL Plugs 3 -foot centers
y W ti ~ ~ W W ~ ~ SIDESLOPES AND TOP OF
y W y y y ~ z.~rz;r. BANK TO BE SEEDED WITH M Red Maple Acer rubrum FAC Container 5-10 -foot centers
r r :y4 STREAM BANK~WETLAND W Black Willow Salix nigra FACW+ Plugs 3-4 -foot centers
y ~ y ~.u. ~ ~ ~ ,W , _ ~ _ ~ STABILIZATION SEED MIX (TYP.) ~ A Smooth Alder Alnus serrulata OBL Container 5 -foot centers
Sw Sandbar Willow Salix exigua FACW Rooted cutting 3-4 -foot centers
~Y W ~ ~Y 4 ~ ~I:.~ca= ~w+ W W W W o COIR ROLL P Persimmon Dios ros vir iniana FAC Container 5-10 -foot centers }LL w~
i i i ~Y ~ COCONUT FIBER MA SF 'va IT FIBER MAT ;
W . W N Vii.
~a. W ry W W ~ ~ ~W~' a:'
~ ~ ~ 3 TYP. ~ ~ i / r 3 TYP. a f ' ( ) a 4 ~~.x f~
~ N ~ ~ r ~ ~ w ~ ~ / l i •
,I ~1 .
TYPICAL. i. ~
CROSS- E ON 1. A STANDING WATER ELEVATION OF 244.5 FEET WAS USED TO ESTABLISH
SEED AIL 6' 4 t~ PLANTING GRADES WITHIN THE MITIGATION WETLAND.
N 46 000 2. A COIR MAT WILL BE USED TO LINE THE ENTIRE LENGTH OF THE
Y CONSTRUCTED STREAM CHANNELS. THE COCONUT FIBER MAT WILL FUNCTION f AS AN EROSION CONTROL BLANKET WHILE PROVIDING A STABLE MEDIUM FOR
~~°a THE GROWTH AND ESTABLISHMENT OF PLANTS. ALSO COIR FIBER LOGS
~ (1-FOOT WIDE x 20-FEET LONG) WILL BE USED AT EROSION-PRONE AREAS
OF THE STREAM AND WETLAND.
N.T.S. 3. EMERGENT PLANTS, SHRUBS, AND TREES WILL BE PLANTED ALONG THE
STREAM BANKS THROUGH THE COIR MAT.
REIP REINFORCED
0 15 C01~ CONCRETE
rn ry 5 ,~.,s ~ ~ f
t ~ tr~a ~ O 5,;p''~~,r ~ _ ~ ~ ° +r +cf
4 a ~ ~ 's. - e. !

. 3,.. ~ 1. t ~ ~ = ~'°,#,,r;~':,°,,~~,~,~.. REV DATE DESCRIPTION P.M. OPER.
~.y f~yt ,F ~ F ~t ~d q,~3~ T ~ k~,~SJ f 1, "e '.py.~ . , , ~ : , DES PROJECT N0: R98 632-686 CAD: JHG 03/11/99 F ~~~°~FILL BERM>• ~r~~~ ~ ~~a
DRN CRK 03/01/99 PROJ.: . '~,'°~.~,'w...a~, ~ STREAM ANO WETLAND MI~GATION PLAN
CHK 3 aq ANSON COUNTY SOLID WASTE
= CREST EL 244.5 ~ -ti ' FOOTER MANAGEMENT FACILITY 244.5 RE1/ SCALE SHEET TITLE:
P r ~ APP A~ 3 I~ R`1
7 I' . ~ ww~wu~w w~w~wu~w •?~w
50 0 50 100 FEET PROJ. MGR UMWINV, bLLUINU ANU
N 4 9 75 PLANTING PLAN ALME8 & ASSMIATEB,, INCA OPER.
y. y, K 4R~ DRAWING NO.
WATER LEVEL CONTROL STRU 11 COMMONW - QUITE 104 BM DEVMOMBff R98-632-E7 ,STRUCTURE W WARY, NC 275
Y r r
N.T.S. OF CAFMN& IW4 FIGURE NO. 4

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" I s PRO10S POSTIN. REA 6 z
PROPOSED SCRAP 11RE MANAGEMENT AREA A., JI. ill ~ i
A { G f PROPOSED RECYCLING BUILDING AND CONVENIENCE CENTER .R
e; I p f PROPOSED SCALES AND ~I
SCALE HOUSE 31 AN1 25
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Ln NOTES: LEGEND:
co MAY 14 1,999
c\j m 1. THIS PLAN SHOWS ALL LANDFILL FACILITIES INCLUDING LANDFILL UNITS AND SEE TITLE SHEET FOR GENERAL LEGEND AND GENERAL DES GZA 07/97 PROJECT NO: R97-875-6861 CAD: WRB 05/13/99
LEACHATE FACILITIES PER 15A NCAC 13B.1619(d)(1)(B). NOTES.
m f PROPOSED LEACHATE RISER VAULT DRN WRB 03/24/99 PROJECT: a
% 2• LIMIT OF WASTE PLACEMENT IS 8 FEET INSIDE OF ANCHOR TRENCH LOCATION. NRHP-ELIGIBLE ARCHAEOLOGICAL SITES (WILL REQUIRE DATA RECOVERY IF IMPACTED) Original Drawings Created BY: CHK SOLID WASTE MANAGEMENT FACILITY
oil=
I ° POTENTIALLY NRHP-ELIGIBLE SITES - (WILL FS] PROPOSED LEACHATE COLLECTION SUMP GZA GeoEnvironmental, Inc. ANSON COUNTY, NORTH CAROLINA 320 Needham Street REV SHEET TITLE:
REQUIRE PHASE II TESTING AND POSSIBLY, DATA rA PROPOSED LEACHATE RISER Newton Upper Falls, MA. 02164 PROPOSED SITE
PHASECEL NOTATION: a L RECOVERY IF IMPACTED) [phone] PROJ. MGR. DEVELOPMENT-ALL FACILITIES
`D OPER.
Lo PROPOSED CELL BOUNDARIES PHASE (IN SEQUENCE 1 THROUGH 4 A PROPOSED ANCHOR TRENCH FOR Source File: olm00d03.dwg 08/06/96 BASE LINER-LIMIT OF LANDFILL SHEET No.
Fr-" CELL (IN SEQUENCE ALPHABETICALLY - PROPOSED LEACHATE COLLECTION PIPE ALMES ~C ASSOCIATES, INC.
2B ~ PROPOSED LEACHATE FORCE MAIN 1"=300' CONSULTING ENGINEERS CHAMBERS DEVELOPMENT FIGURE 1
WETLAND LIMITS • - - - 100 YEAR FLOOD LEVEL 0 150' 300' 600' 111 COMMONWEALTH COURT
SUITE 104 DRAWING No.
CARY, NC 27511 OF NORTH CAROLINA, INC. R97-875-E6 [phone]

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