20110594 Ver 1_Site Plan_20110622

1 2 3 4 5 6 7 8 9 10 11
~ Affiliated
~ Engineers
Affiliated Engineers East, P.C.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
Chapel Hill, North Carolina 27517
A Tel [phone] Fax [phone] A
www.aeieng.com
421 FAYETTEVILLE STREET SUITE 400 3
PERMANENT SEEDING SCHEDULE RALE[GH,NC27601
OUTLET INTO S T 919.380.8750
DITCH OR STORM DRAIN SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) F 919,380.8752 0 www.stewart-eng.com Y FIRM LICENSE NO.. C-1051 0
500 3" PIPE DATE TYPE PLANTING RATE S T E W A R T m
OW GALLON/MINUTE
F~ PUMP !0'.N ~ nd ~ledons induAngo iM on prepared by -[f it i 6af prafz wiles. t[E - - They eresublec'[t~ ~~,i~~ew me~~er wde~e, ,o- ipem w~m~,wna~wn~
~~0 AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE ~ w=°e~d~e~~~~ ~E ''°`rne~eee°°` p~ ~r n m~
~ F~0 12" OF NCDOT #5 OR #57 WASHED STONE JE NOV 1 -MAR 1 TALL FESCUE 300 LBS/ACRE
PIPE TO ~ W PUMP _ & ABRUZZI RYE 25 LBS/ACRE
MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE `~~,~~iiiiiir,rrrr
- SEE DURM 36" CULVERT DETAIL APR 15 -JUN 30 HULLED COMMON BERMUDA GRASS 25 LBS/ACRE ,.~`~~N CARO
55 GALLON DRUM o~.•~'FESSrO•'~~'L
WATER LEVEL JUL 1 -AUG 15 TALL FESCUE AND 120 LBS/ACRE ; ~o N,y ; 9
CLASS BRIP-RAP 4 ~**BROWNTOP MILLET 35 LBS/ACRE ~ ,r 4 SEAL ~
1.5' ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE ~ : 036231 W s
WATER
LEVEL SLOPES (3:1 TO 2:1) ~ 9s•'•~NCINti~~
\ 2 MAX. o ~ / ~1 MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFlED) 50 LBS/ACRE //'~'~rriiCii~~~e~`,``
0 0 0 ~
#5 OR #57 . \ 0 0 0 STONE (MAR 1 -APR 15) ADD TALL FESCUE 120 LBS/ACRE
4' o / (MAR 1 -JUN 30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS/ACRE SCO Number.
f
'f JUN 1 -SEP 1 ***TALL FESCUE AND 120 LBS/ACRE ID# 06-0784-02A
~**BROWNTOP MILLET 35 LBS/ACRE
***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE C
C 3/4" HOLES SEP 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE Sheet Ke oyn tes:
9.5' AND TALL FESCUE 120 LBS/ACRE
DRUM DETAIL PLACE DRUM AT LOW POINT IN PIT (NOV 1 -MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE
FILTER FABRIC
NOTES CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
1. IF PUMP DISCHARGE IS INTO DITCH, ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DITCH MUST BE PROTECTED THROUGH DISTURBED AREA.
2. STONE MAY BE PLACED AROUND DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
INTAKE INSIDE DRUM FOR MORE MOBILE UNIT. LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
TEMPORARY STREAM PUMP AROUND DETAIL x ***TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
NTS VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. D
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OPT ~
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P~
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~~~5 i kFFO AS ~0 Fp~M R ~
Fiy~, Fps 1 2/18/11 DLQ COMMENTS
ON S TO

TOP VIEW 8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
2"-3" WASHED COARSE SILT FENCE SILT FENCE
AGGREGATE
ti5
PLAN VIEW ~ ' MIN. 12-1/2 GA. Rev Date Description of Issue
2' WIRE FENCE MIN. 10 GA. _.____i INTERMEDIATE LINE WIRES ' ' ~ ~ WIRES ~~____i__ ~ Project
w/ 1°xl„ i S T F NC FA RC ~ i
SILT FENCE ~ ~ OPENINGS IN TAL ED 0 ECO D ~ UNC LANDFILL
85' 15' MIN SILT FENCE ' ~ ~ ~ ~I _ ~ GRADE GAS PROJECT
F
EXISTING PUBLIC AREA OF i i ROADWAY CONSTRUCTION 1' - 6" MIN.
FLOW I~ ' BID PACKAGE A:
FILTER FABRIC ~ 3' MAX 16" WORK AT
z z - UNDER STONE - ~ ~ FRONT VIEW LANDFILL
CROSS SECTION N ~ ~ 2 No. 57 STONE
STEEL POST Sheet Title
WOVEN WIRE FABRIC
TYPICAL NOTES 1. STONE SHALL BE 2-3" WASHED COARSE AGGREGATE. PAD TO BE 100'L X 25'W X 6"D AT A MINIMUM, SILT FENCE GEOTEXTILE FABRIC EROSION
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR ~ ~ 3 FILL SLOPE
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. CONTROL M N
Cj 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. ~ f//
5. SILT FENCE OR TREE PROTECTION FENCE SHALL BE USED TO LIMIT INGRESS AND EGRESS TO NOTES: CONSTRUCTION ENTRANCE ONLY. INSTALL SILT FENCE STONE OUTLETS IN LOW AREA WHERE DRAINAGE IS LEAVING AN AREA ~ GRADE DETAILS
6. IF CONSTRUCTION ON SITE IS SUCH THAT MUD IS NOT REMOVED BY VEHICULAR TRAVEL OVER THE STONE, PROTECTED BY SILT FENCE.
THE TIRES MUST BE WASHED PRIOR TO VEHICLES ENTERING THE PUBLIC ROADWAY. INSTALL SILT FENCE STONE OUTLET WHERE CONCENTRATED FLOW HITS S SECTION OF SILT FENCE.. 7. IF CONSTRUCTION CONTINUES TO PULL MUD AND/OR DEBRIS ONTO THE PUBLIC THOROUGHFARE, THE 0 6" COVER
GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON(S) AS I OVER SKIRT* N
INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. EXTEND WIRE 6" MIN. INTO Scale TRENCH AND ANCHOR SKIRT
AS DIRECTED BY ENGINEER * ~
SIDE VIEW
CONSTRUCTION SPECIFICATIONS/MAINTENANCE 1. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND
PROPERLY GRADE THE AREA. Date Drawn By
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT. NOTES:
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE • USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW JANUARY 2011 ACP
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDREESSING WITH 2-INCH STONE. AFTER EACH • END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
RAINFALL EVENT, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL MATERIALS SPILLED, WASHED, OR TRACKED OFF THE CONSTRUCTION SITE OR • FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. • FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. Project No.
ONTO PUBLIC ROADWAYS.
H
CONSTRUCTION ENTRANCE/EXIT @STANDARD TEMPORARY SILT FENCE 08709-00
SILT FENCE STONE OUTLET 1 NTS X? NTS NTS
Sheet No.
C900
Q:\201 1 \C1 1006 - UNC LFG Erosion Control\DWGS\C11006-engr.dwg - 5/31/2011 2:45 PM
Q:\2011\C11006 - UNC LFG Erosion Control\DWGS\Cll006-engr.dwg, 6/9/2011 3:10:07 PM, apike, ARCH full bleed D (24.00 x 36.00 Inches)

1 11
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~ I NC Lic. No. C-2982
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~ ~ 3 j PV--03~ ~ ~ i 1. ALL GAS PIPING IS CIO Ft~ GENERAL ARRANGEMENT. FIELD 14 N.Boy~enAve. N~~4~o.~A~z~~ ph:9i9~626-~77 Ralelgh,N.C. 27643 www.ragengineers,com fau:918.828.3&99
~ ~ ;t7 , =t. ,414 , ° , ~ ~ AD~ISTMENTS SHALL BE CONDUCTED AS DIRECTED DY THE
l , ~ ~ ~
, , _ F ~ ENGINEER TO MAINTAIN MINIMUM PIPE SLOPE AND TO PR OTE
~ ~a ~ ~ PAP i f ~a- _ , ~ J~ ~ ~ ~ to ~ ~ " = dp ~e~A~ ~ma~~~ CONDENSATE DRAINAGE TO SYSTEM LOW PANTS.
2. ALL HDPE PIPE 1S DR 17 UNLESS OTHER~SE NOTED. +4 ® o~ ss;®®l~y~~~® ~
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. ~ p i ' ~ ; ~ Contractor shall be solely responsible far initiating,
~i _ ~ it maintaining and supervising all safety precautions and
PV~;15 - ~i ~ ~ ~ / { ;P~~-0~l ~ f ~ programs in connection with the Work. Cantractor shall
~ a ti ~e ~ i comply with all applicable ~.aws and Regulations relating to
~ _ rQ o~~ a~ ~r , x.. the safety of persons or property, or to the protection of sco Number:
~f s NAME ~ a ~ L~~ ~ - ~ _ , ~ ~ ~ ~ ;j . LAG ~~~A ~ ~i ~ ~ ersons or ro ert from lama e in `ur or loss• and shall
_ _ y ; ~ y ' ~ ~ f j / ` -N A ~~IL~ p P P Y g• 1 Y, } " erect and maintain all necessary safeguards far such safety ID~ 06-0784-02A
~ ~ , ~V~~~ f ~ z.~ , . ~ ~ ° ~ ~ and protection.
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i 7 ~ i I i , r r ~ ~ i ~ r f _ _ - 0 ~v~ EX1S11NG PAVED ROAD
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a ~ ~I~ 1 - jam" _ _ _ T _ _ ~ J ~ , - , , _ V-3 BALANCE VALVE (Nt~MALLY ~.OSED)
r ~ ~ f ti ~ , / ~ ~ ~ E~~~ j ~ l l Project
' ~ ~ ; ~ „ o fi i 4 e ~ / ~ .I i Cst U-15 ISOLATION VALVE (NORMALLY OPEN)
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m i ~ ~ ~,1~ ~ r _ ~ , << s ~ ~i ~ , i ~ SID PACKAGE Ad
w. _ ~ ~ ~ f , m.~, ; a% i „ ~P-~t~ E)<IS11NG METHANE MONITORING POINT y~p ®
~ ~ ' i t~ i , CVO l ~ ~ ~ - ~ (SEE REFERENCE 3) id Y f~ K AT
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~~i9 ~ ~ ~ z 1 ~,L - ~ r e. _ .i ~ ~ / i _ 1 i y ~ _ ' ~ - ~ N 8os 5aa REFERENCES sheet tie
_ _ i ~ c 'i ~ ~ ~ ~ A i 1 ~ i, ~ _ r i l e 1. TOPOGRAf~Y FROM AERIAL PHOTOGRAPHY PRODDED BY SPATIAL
11.._ , . ~ ~ ~ _ y, ~ , ~ s .r E~+-14 ~ , ~ , ~ ~ , r. I ~ ~ SITE ~ ~ DATA CONSULTANITy, DATED FEBRUARY 24, 2009. C~OUND
. t r : - ~ ~ ; ~ x ~ ' 1 ' CONTROL PROVIDED BY SUT~LES SURVEYING, P.A. D EV E L~ P E N T
_ F ~ ~ :,r_ '~l13 r ~ ~ r ~ ~ J 2. BASE GRADES (TOP OF PROTECTIVE COUER)1N PHASES 1 AND 2
~ ~ ~ ~ ~ ; ARE BALD ON 1HE DRA>,41NG "AS-BUILT AT MANGE COUNTY P
~ r a , r
~ , ~ .m. ~ ~ > : ~ , GQN E~ATE~ ~`(~e ~ SSOCIAIESAPAO BASE 2GRA ES l BPHA5E~3 ~ ~OREANGE~D ~ I 1 VIAL ~ ~ V E 6~1
~ _ 1 ~ EAGHA~E CLEAN4UTS ` REGIadAI LANDFILL PHASE THREE, CHAPEL HILL TYYP, ORAN(~
` r ~ . CO., NORTH CAROLINA,° BY DALE D. FAULKNER, R.L,S., JUNE 26, ` 199& BASE GRADES IN PHASE 4 FROM 'ORANGE REGI~fAl
.3 _ i 1 LANDFILL PHASE FOUR, CHAPEL HILL lY~', ORANGE CO., Nf)RITi Scale
~ ~ ~ PlE~~Ce9~ E,. ~e EA~~ ~4 v ~ ,n _ - ~i ~ , CAROtINA,° BY DALE D, FAULKNER, R.LS,, ~JNE 12, 2D00.
' ~ ~ ~ - - r _ , _ -t- _ ~ _F~ ~ ~j1 _ _ _ 3. S<tE FEATURES WERE OBTAINED FROM ORANGE COUNTY LANDFlLL Ag SHOWN
o.# ~ ~ ,,.,.o. ,.o.,, _ - ~ , ~ ate,' N aas oao PERMIT RENEWAL DRAWINGS, PREPARED BY DRAPER ANN
. r ~ ; r ASSOCIATES, DATED 11-?8-05 AND REVISED 9-16-08.
,...x , r~, ~ z 1 . , v.~ ~ , r 's 4. Mi~lTORING WELL LOCATIONS 1~RE PRODDED BY ORAN(t;E
~ 1 _ ~ ~ u , _ ~ t c'.. Ct~1NTY S(M.ID WASTE DEPARTMENT. pate Drawn By
r~~ ~ - APRIL 2810 J.A.L.
i . ~ ~ ~ ,
1~
0 200' 400' 640' Project No.
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G:%CADI range County\Chapel HIII 08-1%oonstruction Issue) heetslCHAPELHILL-130042.dwg 10131/20101 :23 PM 3 S2 i

10 11

NOTES: _ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ` . , ; - - . _ - , . , LE D REFERENCES 0 ~ 1. TOPOGRAPHY FROM AERIAL PHOTOGRAPHY PRODDED BY SPATIAL
P P G iS SHO FOR t~NNERAI ARRAN ENT. FIE1D - ~ ; ~ ~ - ~ - ; 9, All GAS { IN _ y1__.~._._ E1gS11NG CONTOUR (SEE REFERENCE 1) DATA CONSULTANTS, DATED FEBRUARY 24, 2009. GROUND
AD~STMENTS SHALL DE CONDUCTED AS DIRECTED 6Y THE - t C(XJTRdX... PRODDED BY ~JTTIES SUR~YING, P,A. Affiliated Engineers East, P,C,
, , • ElQST1NG PAVED ROAD 2. APPROXIMATE DEPTHS OF EXISTING PASSIVE VENTS WERE NC Lic. No, C-2982
ENG{NEER TO MAINTA{N {~IN{~UM P{PE SLOPE AND TO PROMOTE - _ PRODDED BY (MANGE COUNTY LANDFILL PERSONNEL. 1414 Raleigh Road., Suite 305 _ _ _ _ _ EXISTING DIRT ROAD 3. FEATURES STAINED FRObI (XiAN(~ COUNTY LANDFNJ. Chapel Hill, Narth Catalina 27517
CONDENSATE DRA{NAGE TO SYSTEM LOW PaN1S. ,
PIPE {S DR 11 UNLESS OTHERI~~ NOTED, ~ - - _ ' ' ~ M 2 All HDPE . PERMIT RENEWAL DRA~NGS, PREPARED BY DRAPER ADEN Tsl 919.419.9802 Fax [phone] _ w, APPROXIMATE LIMIT OF WASTE ASSOCIATES, DATED 11-18-05 AND REDSED 9-16-08. www.aeieng.com
~ ~ ''fir (SEE REFERENCE 3) 4. MONITORING WELL LOCATIONS iM:RE PRODDED BY ORANGE
, _ r - f _ r ° ° PROPERTY LINE COUNTY SOLID WASTE DEPARTMENT.
r 1 . f ~ , ~ ~ ~ 4 e~ , , r r I"°" . , x
- , ~ , ; P . ~ . , SAFETY N T • ~ - • = t - UMIT OF CONSTRUCTION ~ 100° 200' 300' ~
t ~ t. ~ 1, - Contractor shall be solely responsible for initiating, i ~ ~
, i LFG LATERAL PIPE R~~HARI)~~N C~ARI~NER
maintainin and su ervisin all safet recaut~ons and ~ , , ~ ~ ~ ~ ~ , g p g Y P r ~ 2 ~ ~ &z ASSOCIATES- lFG HEADER PIPE GENERAL ERO~ON AND SEDI~~VTA110N C~11RO1 NOTES
programs ~n connection with the Work. Contractor shall , / ~ ~ 1~ i N $G~,500 1d N.&oylanAve. xcuaxo,c.oeas~oq ph:919.628-05T1 d c CONDENSATE FORCEMAIN
com I with all a liable Laws and Re ulations relatin to p Y pp 9 g - - ~ , 1. ALL EROSION AND SEDIMENTATION CONTRfX. WORK SHALL BE IN Raleigh,N.C. 27E~3 www.rsgengineerscom rax:919.82&3$99
the safet of ersons or ro ert , or to the ratection of j ~ 1 Y p p P Y_, p ~ • ACC(~DANCE W9TH THE LATEST EDITI~D OF THE NORTH CAROLINA
ersons or ro ert from damn e in ur or loss• and shall r f ~ \ ~ ~ r, ~ : , ; p P P Y g~ 1 Y> ~ `M S . A COMPRESSED AIR SUPPLY ER(?~ON AND SEDIMENT CrXVTROL PLANNING AND OESIGN MANUAL AS WELL AS APPLICABLE REGULATIONS.
erect and maintain all necessary safeguards for such safety r. ; , ; ,;8 , , ~ ~ ~ ~ , r ~ , ~ 1 \ ~ - SILT FENCE 2, EROSION AND SEDIMENTAIt~I CONTROL MEASURES SHALL BE ESTABLISHED ~ tFed~Od®d~dd
and rotect~on. , ~ , ~ ~ p ~ ~ ~ ~ 11 ~a' ~ ~l~~9~.. PRIOR TO, OR AS SOON AS PRACTICAL THEREAFTER, ANY LAND CLEARING ® OAR de®~
~ . ,3 ~ s , PV-7 EXISTING PASS11; VENT OR CONSTRUCTI{Xd ACT1111ES MAY BEt.XN. ~ ssio~~/~°~,®o
i ! • v , r, ~ , r , ~ r , { a _ i 3, ALL EROSION AND SEDIMENTATION CONTROL MEASURES MAIL BE
j , r ~ t . ' ~ CONSTRUCTED ACCORDING TO THE CONTRACT flRAN6N(~ AND ~ AL V-3 1StM.ATION VALVE SPECIFlCATI((MIS. 4 ~ 2 ~~,1` ~
! ~ _ a _ M~`~ . O WA TE - ~ , ; - A QED _ ~ r ~ _ _ , _ ~ ~ ~ ~ r ~ 4 F 4. ALL EROSION AND ~DIMENTAII~J C~ITROL MEASURES SHALL BE ~ ~
i ~ ~ _ , r 4 , . r , , , ~ ~ . , .....::SEE RE E C . ; ~ ~ ~ , _ ' ~~'GI~~~°°~'~4~ V-15 ISa.AlION VALUE IN~EGTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 ~
i P~_ . , _ t _ , _ ~ _ HOURS AFTER ANY ST(~M EVENT f1F' GREATER THAN 0.5 INCHES OF RAIN ~0~ ~y A, ~ ~~®e
_ . PU~ 4~ _ ~ ~ , . , , , , . , , _ 1 i 7 .a~, R - t ~ y AIR RELEA~ VALVE PER 24 HOUR PERIOD AND APPROPRIATE MAINTENANCE CONDUCTED. '0~0d'+Bdl'"'''
~p,. AI _ ~ - i7 ` ~ , t MAINTENAN{~ SHALL INCLUDE, BUT NOT BE LIMITED T0:
v iMl OF . - ON I ~.U t~. , _ „ ~ - ~ ~ • ~ _ _ . , CPS-2 CONDENSATE PUMPING STATION A. THE REMOVAL AND SA1151•ACTORY DISPOSAL OF TRAPPED OR DEPO~TEp SEDIMENTS FROM BANS, TRAPS, BARRIERS, FILTERS,
~ ~ ~ -.f - , , r .
, t Nr ~ ~ ~ _ ..y ; , ~O'' ,~e . _ T; , z r ISOEA N VAS. i-;fi EXISTING MONITORING ~IELI. (SEE REFERENCE 4~ AND~OR DRAINAGE FEATURES~I3EDCES; SCO Number: B. REPLACEMENT OF FlL1ER FABRICS USED FOR SILT FENCES
, . r . ~ ~ y 23 9 EXISTING METHANE MIXdITORING PANT UP(~ LOSS OF EFFICIENCY; AND
- r , S ~O°° ( ~ _ S - r i ~ •t ~ ~ r , ~ 1 ~ i , ~ ~ i ~ _ r" ~ t ~ r ~ 1 ~j(1 (SEE REFERENCE 3~ C. REPLACEMENT OF ANY OTHER COMPONENTS wHICN ARE DAMAGED IDS 06-Q784-D2A
.l ~i V.. v i a. 1 ~ ~ i ~ V OR CANNOT SERVE THE INTENDED USE.
i ~ $ ~ 1 i ~ '`a ~ ~ r x, Q~ ~ ~ ~ 4 ~ Q _.w, , RE~RSE WEIIItEAD (SEE NAIL 6~D2) 5. THE Ct~lTRACT~d SHALL PRODDE TEMPORARY OR PERMANENT GRAND
, i i r ' r , : a, ,r _ _ NOES t~get Keynotes:
s~ , E. _ i _ _ J GOUER (OR OTHER ACCEPTABLE MEASURES) IN ACCORDANCE WITH 2~EC2 1. ALL. PIPES THIN WASTE LIMITS SHALL BE INSTALLED VNTH A ADEQUATE TO RESTRAIN EROSION tNd ERODIBLE SLOPES OR OTHER AREAS
5 ~ ~ ~ I _ _ MINIMUM ~.OPE OF 3% TOWARD A CONI~NSATE OUTLET FEATURE. N~TH1N 21 CALENDAR DAYS FOLLO~NG COMPLETION OF ANY PHASE OF
- ~ 1.. ` I a - ,6 _ ~ ~ _ ' I _ _ _ 2. REFER TO LFG PIPE FOR ACCURATE ALIGNMENT. CONDENSATE GRADING. THE CONTRACTOR SHALL PRODDE PERMANENT GRAND COVER AND AIR PIPE OFFSET IS EXAGGERATED FDR CLARITY. FOR AIL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR
_ , ~ , ~ ~ ti $ 3. 1 ~ ~ ~ 3. MARKERS SHALL BE PRODDED FOR ALL LFG LINES IX1T~DE DAYS (WHICHEVER IS SHORTER] FOLLOWING THE COMPLETION OF
M r 1 ~ ~ ~ ~ ~ ~NSTA f 1 ~ HDPE D _ WASTE UMIT AND AT ALL VALE BONS PER DETAIL 6 jDt, CONSTRUCTI(Od.
- _ -f t ~p ~ 4.I ` 4. NO EXCAVATED MATERIAL MAY BE PLACED DOWN Sl~'E OF LFG 6. ALL COPlSTRUCTI~I TRAFFlC SHALL CONTROL SEDIMENT TRACKING ON
COMPRESSED AIR S PP~LY~~~ ~t ~ ~ s ~ ~ ~ U f OLA~ N ALV D1 ~ HEADER ROADS AND STREETS BY USE OF C~dSTRUCTION ENTRANCES, S~EpING
i A dd ,t SEE a ~ ~ ~ ' ~ { ~ ~ ` ~ ~ r~ ~ ~ ~ . ~ ~ x ~ AND/~ TRUCK WASHES, ~ ~ ~i 1
• 4 ; ~ ~ G L TER ~ ~ ; 1 ,s , ,
~ Q s° _ _
, e AIR RELEA VA~~.; ; ~ ; ~ v-,z , ~ Q ; ~ , .j ~ " f
• i ~ i i ~ ~ f ~ , . i , _ . ~ ~ ~ N T~ LANDFILL EXISTING PASSIVE VENTS
! i , ! ~ / ~ V"'~~ ~ ~ . G PASSi~E UE~T ~Y~ ~ ~ 1, ~ ~ ~ f ~ ID NORTHING EASiING EXISTING WELL DEPTH COMMENT j l ' ELEVATIONS (FEET)
V-19 ~ ~ ~ V` S~ A ~
t i% ~ , PV-15 ~ ~ ~ AV r ys { 6p ~ ~ pV-Ot 809488.51 1975852.34 540,72 30
~ ~ _ e ~s AEON vA ~ HDPE D~ 1 ~ t ~ ~ . . 3 D1 s -:f / ~ ,
~ ~ , ~ , ~ ~ . " _ ~ PV-02 809448.56 1976024.26 522.84 15 SEE NOTE 1
CON ENSA ~ ° FO CEMAIN D1, ~ ~ t~ ~ ~ ~ ~ ~ ; _ ~ ~ ~ ~ ~ f r C , ~ • ~ ~ - ~ ~ E p . ~ ~ ~ a, ~ ~ ~ PV-03 849308.00 1975717.00 546.16 40 / % ~
r ! ; Q ~ SEE O 2 ~ ~ / ~ ~ PV-04 809289,12 1975923.02 544.61 35
. _ _ ~ V-11 ; ~ ~ Q`~ f, f t \ J ~ ~ 1 ` L i r ~ _ ~ ~ ; ~ . ~ ~ PV-05 809258.71 1976110.05 518.59 20 SEf NOTE 1
i i , ~ , + ; J v. ~ s i - ~ 5 r. ~
i _ i ~ ~ i 1 F u.~. r ~ P A ~-21 i .r. ^ `t ry a r i ~ 9t"'LV r _ ~ ~ ~ _ i , ~ ~ ~ ~ ~ SP~ ~z~` PV-06 809115.35 197559$.12 55258 45
i ~ ~ f ~ ~ A r ~ / ~ ' r ~ PV-07 809107.68 1975804.58 555.11 50
A A . , TION v L ~ rTYP. n iso~ . * ~ Y _ . i ; ~ PV 08 809097.38 1975993.86 550,07 50
r - ~ - _ ~ ~ ; ~ ~ , 6 ~ , , .
- , J ~ 4 - t ~ ~ k ,G~ f ~ ~ PV-09 809085,68 1976180.79 597.45 15 SEE NOTE 1 f
~ 1 ~ i i / ~ 1 , e. ~ f ; ~ ~ ~ isol~ ~ ~AL~ ~ ~ ~ . 1" PV-10 80899&48 19753.97 554,55 35
~.1 Q ~ , i ~ ~ - . ' PV-11 808923.38 197557&89 558.90 40 E
rl a. ~ J s~' , r, y i\ ' , ~ , ~ PV-12 808905.93 1975774.77 561.36 50
~ ( 6 ~ ; ~r ° ` ' ~ ~ ~ . ~ ~ 4 ~ 6 Q
6 I ~ ~ v , 110 .:~u,., . ~ N sas,5~ PV-13 808890.42 1975973.72 555.75 50 - - -
r ~ _ r a x z • ~ ~ ` _ PV-14 808815.65 1976172.53 527.66 25 - - -
~ ~ ~ ~ ~ r - \ ~ - - ~ ~a ~ PV-15 808828.21 1975286.04 551.35 30
a - t r ~ ~ i~ I ~ ~ ~ - 3 ` ~ . ~ ~ 2 10 25 90 SUED FfDR
~ t ~ , COIN CT T HEADER o ; ~ ~ f r i PV-16 808744.42 197546403 555.E 35 -----~~~~'V. ~g CbNSTRUCTION
.w,. 1F '•~A ~ _ ~ y' ~ PV-17 808731.04 1975663.83 559.42 40
a ~ , ~ _ _ ~ ~ _ P~ 37 801. P r d / ~ 1, ` ' ~ ~ 1 6 10 90 DUM N0. 1 ~ ` PV-18 80872253 197586275 557.26 50
i / - • _ 1 ~ 4 , _ _ PV 3 ~ ~ 6; - _ 1, ~ i PV-19 808710.15 1916060.83 551.22 45 Rev Date Description of Issue
® ~ - ` • ~ ~ - . r .PU 31 _ r _ _ - ~ PV-32 ~ , y~ _ _
{ i ~ f r f ~ - , m - $ PV-33 I~E~~. , ~ ! st PV-20 808695.79 1976257.89 531.38 30 Project
4 - PU 34 ~ , _R- , PU 35 ~ ~ ~ ~ ~ 4° ka~R,;' ~ , : PV-21 808685.20 1976458.98 512,69 10 SEE NOTE 1
_ , _ ~ _ . I PU-22 808631.79 1915242.66 547.19 30 U NG LANDFILL
< ; _ , ar'' -
. . a~ _ - , t~ ~ _ s 4 ~ 4 j` ~ t ' PV-23 808549.69 1975425.22 550.23 30 SAS P RaJ ECT F s !
r PV . _ ; • I - r,r~ r _ , LL PV-44 ~ ~ / ~ , , PV-24 808529.17 19716.37 553.47 35 ~ ~
, ~ - ~ , x - . ~ ~ ~ - ~ i , r,~ ~ , ~ ~ P-~~', PV-25 808504.51 1975829.36 555.24 45 dr1
~ / - } ~p _ S ~ 4 4 ~ _ . _ > 1 ~ ~ ~ ~ ~ ~ PV-26 808507.78 1976021.41 551.71 45 ~ ~ r ~ ~T
. ; PV 39 ~ { 8_ I ~ ~ p r ~ . _ -41
, - ~ , r r ~ ~ - - ~ E ti - i • ~ I , _ - ~ ~ PV-27 808507.59 1976221.25 548.48 40 ~N LJ F I
_ 4 , - . • ~ - _ ~ ~ - r r ~ , ~ _ _ v wp 4 w ~ a P~ 28 808553,69 1976409.67 534.85 30
~ ~ _ - r ` ~ PV-29 808574,89 1976602.49 51288 10 SEE NOTE 1 Sheet Title
~ - `~l 1fi . ~ ~ _ _ ~ _ - _ _ ~ ; ~ _
~ _ _ I ~ . , { ~ ~ << . _ 4 j ~ a PU 30 80844263 1975209.24 545.20 25 L F I
~ ~ ,far ~ _ - , ,8 • _ . v_. ~ ~~l~•_'` _ PV 31 80835299 1975387,65 546.23 25
_ J ~ » , ry , _ _ - 4. _ 8 ~ ~ _ _ _ _ ~ ~ a, _ - _ T~ ~ _I, _.__,L~ LS_,.~-~J
• ~ ` ~ ~ _ 6 _ P C~~~S 1~~ PIPE _ - ~ ,r ~ ~ y n 1 • ~ ~ . _ ~ 8~$,~~~ 1 . , 1~~ PIPE ; __x, ~ ~ PV-32 808344.10 1975567.98 547.40 30
,t - - _ i L \ sos,ooo ~ PV-~ .808327.88 1975786,90 549,38 40
+ „ . ,v , _ - _,....,.,,E 1 ~ '~V(', ~ ~ F(l1~'' t~i ~ PV-34 808314.97 1975985,05 548.07 40 N ~ RTH LA N D F I L
- _ w 1. ~ _ _ ' l d ~ _ / PV-35 80830&73 1976185.12 543.79 35
- _ - , , RIP, _RAP 0 T~ET v ~ _ . I - i E~~, 1 CUT AND INSTALL PV~36 808369.19 1976357,55 543.84 45
~ , , 1 r ~ _ _ _ a ~ ~ D1 VERTICAL WELLHEAD PV-37 808394.37 1976536,09 537.06 40
I ~ ~ - ~ .
, ~ r. ~ ~ „w. t . ~ ~ - ~ . f t ~ ~ r - ~ ~ - , MAF ~ 6` t ~ PV 38 808427.13 1976739,72 510.37 10 SEE NOTE 1 scope
E . , ~ ~ ~ ~ , , . • I ~ ~ I ~ _ ~ 6~~ SCH $0 PVC PIPE PV 39 t+ 808185.19 19779.09 545.66 25 AS SHOWN
~ f ~ . ~ ~ ~ _ ECG . ~ ,
s _ ti ~ . , r , _ EXISTING LANDFILL SURFACE PV-40 80815Q13 1975875.67 543.28 35
- ~ ~ r , ~ - . . .M~ _ ~ V _ ~ PV 41 80817273 1976078.38 542.95 35 Date Drawn By
2' MIN. PV-42 808128.00 1976268.02 526.23 20 SEE NOTE 1
_ R NG ~ ~SI~N~ PV~-43 8D8200.19 1976453.33 517.97 15 SEE NOTE 1 APRIL 2010 J.A.L.
{ ~ ~ m. ~ ~ , TA ~ - 4 MPR S: _ ,
PU-44 808242.33 1976651.04 516.62 15 SEE NOTE 1
Ll- k2- WAIN 1 , r W Project No.
1.
1 lTI G PASSIVE SENT PV-45 809040.47 1975219,96 549.87 EXISTING ELEVATIONS (SEE REFERENCE 1) 08709-00
r WELL DEPTH (SEE REFERENCE 2)
F., m{ STRUG1111! FILL. FILT FILTER, DETAIL 1 MARGINAL DEPTH, CLOSE VALVE IF AIR INTRUDES
. I f C NOT TO SCALE S3 J NOTE: Sheet No.
, U; -A E BERM ECI 1. USE REVERSE WELLHEAD, SEE DETAIL 6/D2.
. S3
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6 1 1® 11
. ~ , n w _ ~ r v . LEGEND
^C?- - _ ° ` _ ` tl l$
r w - ~ ~ -.......m , ' ~ W - LJ ` ~ ROAD; CROSSING - , _ EXISTING CONTOUR (sEE REFERENCE 1)
~ a... ~ . 0 _
~ ~ ~ - ~ EXISTING PAVED ROAD Affiliated Engineers East, P.C.
~ . i ~ i ~ . - . M'- 4 ~ ~ _r---- NC Lic. No, C--2982 r . _ _ ~ ~ ~ ~ ~ ~ ~ ~ EXISTING DIRT ROAD 1414 Raleigh Road., Suite 305
- „ _
OND SA ~ ~ FORCEMAIN FROM.. t t1.. , , , a --N~ y~~D ~ ~ IAND~ILL PHASE BOUNDARY (SEE REFERENCE 2) Chapel Hiil, North Carolina 27517 : ~ ~ Tel [phone] Fax 919.419,9803
/ : y.-- z . - = www.aeieng,com
me°' w - - , NO LAN ~ F~LL~ SEE NOTE 2 ~ _ _ . ~ _ y _ . . ~ ~ PROPERTY LINE (SEE REFERENCE 2)
~ ~ _ - r ~ i i~ i y . 1 ~ ~ r-- ` Jl` ~ ~ CONDENSATE PUMPING TAT~ON ; , ~ , ~ ' , ' _ ~ LIMIT ~ C~rs~RUC17oN
r ~ ~ ~ ~ ~ ~ ~ ~ t i _ - t n. i . . s r~ v ` D2 - F
, f, - ; F - ~ , i r n ~ E m ~ ~ ~ ,.,r w ~ ~ ~ _ ~ _ ~ r ~ ~ 1 , LFG LATERAL PIPE 1.. . ~ ~
, , i t + ~ {1 -w ~ ~.m._ ~ f ~ ~ ~ ~ LFG HEADER PIPE '
x . ~ t . , , - ~ _ t _ , ' i ~ t UDI'E DID I ~ s O EN GRAVITY DAL, ~ CA SON MITI C1~ARL>I~ER
. \ A _ ~ N R ~ COM ~ ~ - ~ ~ , ~ j p'~(~7 ° f ~ CONDENSATE FORCEMAIN / E9 i` j ~ 14 N.Ba landve, weu~~lli..1~~~5 p4r.919~828.0577
, _ R ~R 11 ~ ~ ; , , v. fJ- O N .BQ~ 5QQ Raleigh, N.C. 278as www.ragengineers.wm fax: [phone]
d~' : r , _ ~ , . _ ~ ~ R. ~ ~ ~ ~ na-•-- CONDENSATE GRA~TY DRAIN
r i , , ~r r. ~ i ~ I , .e+.. . Ca~~~E~SED u~~~Y,~ ~ ~ ~ ~ ~ ; , ~ a C~IPRESSED AIR SUPPLY
. ~ 4 i r M - u.. y _ Y: ~.r i
w , ~ , , .r- ! C r - - . ~ - E ,I i {SEE NDTE ~ ®~,~~o'~,~
k. - ~ - y<< . . r r, ~ ~ ~ 1 EXISTING ~ ~ , , ~ EXISTING PASSIVE FLARE m C~4R~l~~, ~ 7 r~`` S~lp•< ~~tl°a p 11 SEGMENT BASIN ~ 1 ~ ~ ~ r~ ~ -~-EW-13 EXTRACTIC(NJJ WELh D
~ t . ; _ , ~i ~ t: t;. m_, ~ ~ - .y"~ ~ , , v A ~
: - ~ - - ~ g l ; r- ~ _ a : z : , t . ~ S l `~s1 = ~ ~-----~:E~~ EARE ~D,~T~EA~MENT STATIQN , ~B ~.t ~ ; r ~ ~ , ~ I ®W-1 WELLHEAD FOR IEACHATE COLLEC110F8 ~2 r r
- Y- ~ ~ M s,, , o l ~ ~ : ; ~ . _ ~ . =
, . M , ` ~ { I ~ ~ :j,. - I ~ DRA ~ A ~ ~ _ , XIS~NG~ ME R 7 ~ ~ _ SEE DRAIN ~ j I~~ CLEANOUT 1
~ ~ r. ~ ~ ..u _ ~ t7 CT-1 CONDENSATE TRAP ~ ~ 1 ~ ®~~9dP999i1@A10~®
. ;y-~ FOR rLTDRE ~ONNCT~O _ _ ~ : n . ~ ~ ' ' ~ CPS-2 CONDENSATE PUM~NG STATION
i r ~ 7 ~ ~ ' - - _ Gel i - - q = ~ _w, tom'
P P r. m+01 1, y ~ rr. ` NN
_ , , ~ ~ - - e ~ ~ l„_-.. - gfSQ~A~1ON~~'VAL. ~ ~,CHArECLEANOUTS
t t~ . L : e r r _ ~ >~P~ c i ! ' ~ ~ ~ ~ ~ ~ V-3 BALANCE VALVE (NORMALLY CLOSED) ~ ~ ~ SCO Number;
, 4 - r 1 - i r i f w. i p ~p N V--15 ISOLATION VALVE (NORMALLY OPEN)
~ ~ _ _ ~ .r y- -
~ _ ~o ~ 'PIP ENCASEM~ T';, 06-0784-02A D~ ~ ~ , 1 t~"'-~i6 EXISTING MONITORING 4~L1. (SEE REFEREN((;E 3)
. ~ ~ t _ ~ ~ _ ~ ~
_ ~ - , ~ , _ ~ ~ ~ ~ ANCHOR TRE~IC ,~~CR~SSING ~ ° ` NOTES C
- , ,r pp U - _ - r 1 v. 6 - _ ~ ~ ~ ~ ~ ~ _ ~ ' 1. ALL PIPES W9THIN WASTE LIMITS SHALL BE INSTAILEI} W~ A MINIMUM SLOPE Ski et Ke om tes:
v - ~ f i. \ ~4 INSTALL ~O~L~ D ~,ON ~ EACH=~~~IDE} OF 3~ TOWARD A CONDENSATE OUTLET FEATl1RE, _ _
/ , i ...r. - r/ ~ v i.: 6 2. REFER TO LFG PIPES FOR ACCURATE ALIGNMENT. CONDENSATE AND AIR PIPE
f. : . , LF~ ~ ~ PI~~ _ H ,r:. _ ~ - _ r, ~ ~ (~f'SET IS EXAGGERATED FOR CLARITY.
r _ , y w ' ~ e; t , _ _ ~ _ _ ~ _ _ , . ~ ~ YF MAN 1 pfd 1t w-:~ ~ ~ 'IPaN~~~. VALVE DOX NO. ~ ~ 3. MARKERS SHALL BE PROVID® FOR ALL tfG LINES OUTSIDE WASTE AND AT
o ~ - . _ . ~ -E - i ~ F;'!~ n VALVE BOXES PER DETAIL 6 1 ~ ~ ~ ~ ' ~ N BD7 000
~ _ ~ ~ j - ~ _ ~ 4. TEMPORARY HEADER (4n~ HDPE DR91} SHALL BE FlELD L~ATED TO PROVIDE . ~ - ~ ~ r DRAINAGE T4 C~IDENSATE MANAGEMENT FEATURES.
{ Y~A ' : .r - r i. h ~ . 1 .
t.. ~ MY r.. ~ t 'r i r G : r _ ~f _ 1 ~ - ~ ~ _ _ m
_ ~ ~4, , ; , Ew-4 ~ , . r l ~ J ~ ~ ~E~(TRACTION ~ ~ , , : ~ REFERENCES ~ 1. TOPOGRAPHY FROM AERIAL PHOTOGRAPHY PROVIDED BY SPATIAL DATA
j, ~ : VALUE AN AN ED _ ~ - Y _ , _ ~ 1 ~ ~ , . - ` ~ CONSULTANTS, DATED FEBRUARY 24, 2009. GROUND CONTROL PRODDED BY
_r. _ _ ~ ? ; C ~ _ 1, GONNEG ~ TO ~ a : , . ~ r . , EW-3 / SUTTEES SURVEYING, P.A.
n _ , , > ~ E r , t r ~ ~ 2. SITE FEATURES WERE OBTAINED FROM ORANGE C(XIN1Y LANDFILL PERMIT
A .Y. EADER , ~ ~ ~ , . ; ; _ s ~ _ . ~ d r _ ~ - ~ OR ~ ~ - ~ , , ~..,c r , , , . , ~ , r, , ~ l i ~ ~ ~ ~ x . RE I~ ~ LLHEA'~FR ~ LEASH TE ~ RENEWAL DRAWNGS, PREPARED BY DRAPER ADEN ASSOCIATES, DATED
I _ - ~ LL ~4 - Ew-2 ~ ti~ GOLL`E~ICN LEANT ~ ' ` i , ~ ~ * 3. MONITO~NG~WEtl OC ~~VS V~RE PRO~~D BY ORANGE COUNTY SOLID
W-t , _ - _ ~ r _ w ' ~ ~ ~ ~ WASTE DEPARTMENT.
7, , _
, ~ h ~ ;;t, _ ~ ~ ~ ~ ~ / ~Ek~_1~i i ~ r ~ w y i ~ a e t ~ ~ (i a ~ ji i GENIAL EROSI~I AND ~DI~ENTAl10N CONTROL NOTES
- , : ~ ; ; , ` ~ - ~ - w - ~ Ej,~ „ a 'PIPE , ,0 ~ ~ _ , 1 , PIPE CASEENT~ AT . ~ ~ , . 1. ALL ERO~ON AND SEDIMENTATION C~liROL WORK SHAH BE 1N ACCORDANCE
. ~ ' l - % ~ ~ ~ I i , ~ , w,~ a I t., i A,. 1. „ r ' F~ r ~ r.~ S ~NCFIEE ROAD CR~~SING ~ WITH THE LATEST EDiTIrT1J ~ THE NORTH CAROLINA EROSI~J AND SEDIMENT
D N ENSA (A TY w ~ ~i ~ ~ A rr l ~ , j - ~ ~ CtTNTR01 PLANNING AND DESI(Xdl MANUAL AS WELL AS APPLICABLE
r ~ _ ~ ~ ~ . ~ ~ . , . DRA , TYP ~ ~ ~a , , ~s. , i ~ ~ ~ ~ ~ ,.z ~ , I _ t. , ~ . . : , ~ , , i ° .4 REGULATIONS. w.
~ , _ , i ~ ( 2 EROSK)N AND SEDIMENTATION CONTRA MEASURES SHALL BE ESTABLISHED PRIOR TO, OR AS SOON AS PRACTICAL 1TIEREAFTER, ANY LAND CLEARING OR
, ~ , } ~ _._i , - _ r` ~ , r ~ CONSIRUCTItXd ACTI~IIES MAY BEGIN.
r _ ' t ~ / ~ 4 i - _ u ~ ti r x L 1 F N - ~ ~ r I T ~ ~ GO S CTION ~ ~ , ~ _
1 I - ~ / r ~ ~ INSTI j; 1 ~ ; ' Df ~t - ~ ~ ~ r 1 INSTALL VERTICAL 3. ALL ERO~ON AND SEDIMENTATItlrii C~ITRfX. MEA~IRES SHALL BE CONSTRUCTED ACCORDING TO 1ME CONTRACT DRA+MNGS AND SPEC1FlCAlIONS.
f _ , , _ _ r . / _ ~ r _ P : , . HASH 4 _ ~ ~ << , Df EAD (T~',) 4. ALL EROSION AND SEDIMENTAI1~J C(XJTROL MEASURES SHALL BE INS~CIT:D
d, . . ~ ~ ~ '4 . f r , , . ~ , , P 'r. ~ ~ n ~ . ~ ~ /~'6°z 4" FERNCO BOOT W/ AT LEAST ~VCE EVERY EVEN CALENDAR DA1~ AND VflTHIN 24 HOURS AFTER
Ew~ti1 ~ } a~ 7 . i ii 1. - r 4°z 2~ DONUT ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR
I 4 I. ~ ~ y 'F ~ r ~ r ~ ! .T PERIOD AND APPROPRIATE MAINTENANCE CONDUCTED. MAINTENANCE MAIL E
~ _ z ~ I ' ~ ~ ~ ~ ; ~ ~ ~ , ~ ~ SEC114N IS WEEL CASING SOLID PIPE RISER TOP INCLUDE, BUT NOT BE LIMITED T0: ~SEClION IS FUEL 20-FT JOINT PIPE A. THE- REMOVAL AND SATISFACTORY DISPOSAL OF TRAPPED OR - -
- ~ TO BE Pltl : I:~ ~ ~ / ~ TO BE PLUMB AND TRUE DEPOSITED SEDIMENTS FRf~i BA`s~NS, TRAPS, BARRIERS, FILTERS, AND f OR _ _
: - r f. . K 1 J ~ 4 / :2 f E' s DRAINA(~ FEATURES/DE~CES;
} ~ i ! C ~ ~ ; t . _ _ B. REPLACEMENT t)F FILTER FABRICS USED F(Xt SIT FENCES -
r~'T 4'. , „ ~ , UPON LOSS OF EFFTGENCY; AND Z t4 25 t0 ISSUED FOR
r _ I ~ ~ C. REPLAf~MENT tlF ANY OTHER COMPONENTS WHICH ARE DAMAGED
I ~ ~ ~ r A ,TEMPORARY EADER ~ t . ~ F i i + ~ n , i OR CANNOT SERVE THE INTENDED USE, 5. THE C(~TRACTOR SHALL PRO~DE IEMP~ARY OR PERMANENT GR(X11ND , 6 10 10 (AIM N0. 1
_ ~ Ew~15~ _ , : . _ COVER (OR OTTiER ACCEPTABLE MEASURES) IN ACCORDANCE +MTH 2 f EC2
~ _ _ _ a _ _ ~ , _ SEE OTE 4 , ~ ~ , ~ ~ , . , . - _ x~ , ~ 4 _ ADEQUATE TIT RESTRAIN EROSION ON ERODIBLE SLOPES OR OTHER AREAS Rev Date Description of Issue
~ S _ri._ _ _ _ . _k X1.11 WI1T11N 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
r' r' __.e n ro,.., , 'fir r..r.,.l 1 ~ - ~ ...w . - - A~NATE GO ECTION ~ - ~ r c ti _ ~ _ ~ ~ v w.. ~ ~ _ _ GRAaNG. THE CONTRACTOR SHALL PROVIDE PERMANENT GRa1ND COVER FOR Project
_ , - ~ . _ _ _ _ - I _ _ . _ _ _ . _ _ _ - p GAY ALT~E N ~ ENGINEER ALL DIS111RBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS ~ N ~ LANDFILL
, ~ _ _ ~ .v. _ CLEANOU .RISER , ~ - _ (WHICHEVER IS SHORTER) FOLLOWING THE COMPLE1ION OF C(~S1RUC110N. p°~
. ~ ; M _ _ I _ 4 , , . _ . 4 . ~ : _ ~ m ~ / ALL CONSTRUCTION TRAFFIC SHALL CONTROL SEDIMENT TRACKING ON ROADS GAS I°• 1°i~,J~ Et~T
~ _ w, ~ ! ,1~ _ , . ~ v._:.. _..m . - HYDRATED BENTONIIE SEALS, 2-FT C~IPOSITE TOP AND STREETS BY USE OF CONSTRUClt(XV ENTRANCES, 5WEE~NG AND~OR
~ ~ ~ > ~ ~ ...om - _ r,.., 10 BAGS (5000 BARaD HOLE PLUG OVER 55 GAL 1RUCK WASHES. ~ n
_ - SLURRY BAROlD EZ-SEAL (3 BAGS=1500 0 100' 200' 300' ~ ~ ® ~A~ ~ ~1 E A a
. - - _ - z W ' : r CLAY saL - 3 ~ 1NC~ R K AT
- V _ (n I ~ <L ~ ti Q .r i ~ y - ~ - U
~ -F--~ ~ ~ t' ~ 1~'- , r. ~ ~ ~ , ~ ~ ~ ~ - ~ SEAL 1 - ~ - ~ , s~T~ Diu. ExTRAC~aN SJCONDENSATE TRAMS LANDFALL
W a _ ~ „ Y .n ~-v . w . _ ; ~ V" _ ~ : y r _y. .r..,.r..v.., . nw , _ ~ - _
f , 1 , ~ .4,:.i. r..,, 7 6n DIA. SCH 80 PVC BELL END PIPE, PRIMED AND EXISTING FC~2 ELEUA110N PC14Z ELEVATION DEPTH
- p 1~ ~ P ~ ~ , ~ ~ , ~ ,v,. ~ , t'. ~ SOLVENT GLUE JOINTS FASTEN (3) LAG S(~EWS ID NatTHING FASTING ELEVATIDN Sheet Title
. % ~ - ~ ~ ` - ~ 1 W W 3 ~ ~ ~ ~ ~~R JOINTS SEALED W j BUTYL MASTIC TAPE (SEE NOTE 4) (REFERENCE 2) (SEE NOTE 4) (FEET) L
~ ~ ~ ~ ~ ,r . ' , : , ~ GRAM, EW-1 806669.01 1975229,46 1BD 557.4 519.9 28 MANAGEMENT
-r: ~u , ~ i ~ ~ - r.~, ~ . . : ~._n - , - f . NCDOT Nfl.3 NONCAE{~ROUS STONE EW-2 808819.41 1975302.31 TBD 566.0 516.7 39
. . n .,..I o ~ o (NO FlNES), PLACED 2' ABOVE TOP EW-3 806$81.54 1975474.42 TBD 560A 512.8 37 ~ LAN
, ~ ~ ~ ~S SCREEN TOP 0 a~ ® m
, , 7 ~ w 00 - ~ ~ , 0o OF SCREEN ELEVATION EW-4 806929.38 1915693.62 TBD 560.0 507.5 43 ~ T H N 9..J F ~ L L
: f ~ .w-:. k, 4 0 0 r ' 0o EW-5 807003,74 1975847.80 TBD 550.7 506.3 34
~ , Oa o Oct ~ U r r, i ~ ~ EW-6 807090.11 1976044.39 TBD 541.8 5026 29
~~J~ - ~ / \
\ 00 o Oaf 6~ DiA. PVC 5CH 80 EW-7 80715$.03 1976238.29 TBD 535.8 498.6 27 Scale
. _ - r.~ _ . A D FLANGED CONNECT90N ~ VALUE AND- B[: ND FLA GE - - - ~ ~ a o N UAL r ~U OCR PERFORATED APE TYPICAL EW-8 807161.10 1976381.33 TBD 538.2 496.0 32
o i o U O AS SHOWN EW-9 X7051,99 1976297.09 TBD 544.1 497.5 37 00 36" MIN. DIA. BCE HOLE TYP.
~ ~ rOa a Oaf FOR FUTURE CONNEC110 E TO TEMPO Y HEAD ~ o~sET Row SPAaNc b 0 ~r 4 EW-10 806952,25 1976194,59 TBD 5521 499.5 43
O 4 HOIES~ROw DEG ~ a
6 TYP. t/2 DIA Nq,ES O o ax o a0 '~o EW-11 806756,65 1976146,20 TBD 541.3 501.9 29 Date Drawn By ;0
~ ~ ~ o SAFETY NOTE: 1 ~ _ O ND1Es NOTES EW-12 806559.07 1976096.18 TBD 541.4 503.8 28 APRIL 2010 J.A.I»
r Oo° 0 Contractor shall be solely esponsible for initiating, 1 0 0 6° DIA. SCN 80 PVC PPPE c o 1. A S11C~
. t _..._.--_....-..o ~fOn f1n(1 terse ~ no 1. A~SIICKUP OF 3' ABOVE FINAL COVER SHALL BE LEFT FOR PLACEMENT OF EW-13 8064.66 1976048.20 TBD 540.8 5~.1 25
1. ALL GAS PIPING IS SHOWN FOR GENERAL ARRANGEMENT. FIE maintaining and supervising all safety precautions and p k"11CAL WRACIIUN WILL) VW-LL programs in connection with the Work. Contractor shall ~ ~ , VVLLL
2. EACH'WELL. LOCATION SHALL BE SURVEYED PRIOR TO INSTALLATION AND EW-14 806446.64 1975711.22 TBD 575.3 512.3 53 Project No. u
comply with all applicable Laws and Regulations relating to i SIN, Ooooaoo PERFORAIOONS: o APPROVED BY THE ENGINEER. EW-15 806394.44 1975517.49 TBD 567.7 516.7 41 H
AND TO BY THE PROMOTE APPRa ENGINEER TO ADJUSTMENTS MAINTAIN DEC MINIMUM DUCTED PIPE AS SLOPE DIRECTED the safety of persons or property, or to the protection of 8 COLUMNS CT-1 806651.22 1975214.65 TBD 553.9 520.6 16 08709--00
CONDENSATE DRAINAGE TO SYSTEM LOW POINTS. EXTRACTION LL persons or property from damage, injury, or lass; and shall 1/2 DIAMETER HOLES CT-2 807004.99 1975664.87 TBD 540.0 507.6 16
2 ALL HDPE PIPE IS DR 17 UNLESS OTHERWISE NOTED. erect and maintain all necessary safeguards for such safety s° O.C. - 4 HOLES/ROW
1 and protection. 5 DEGREE ROW OFFSET DETAIL CT-3 807189.83 1976281.88 TBD 530.7 497.7 16 Sheet No.
3° OFFSET SPACING NOT TO SCALE 4 CT-4 806450.40 1976103.76 TBD 528.6 504.6 16
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NC Uc. No. C-2982
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g Affiliated Engineers, Inc.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
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g Affiliated Engineers, Inc.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
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06/14/11 4:45:36 PM G:\08\0870900\SU\SU-2.8.DWG
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NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
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~ Affiliated
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NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
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NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
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SUm2ml2
06/14/11 4:47:37 PIS G:\08\0870900\SU\SU-2.12.DWG
1 2 3 4 5 6 6 7 8 9 10

1 4 1
~ Affiliated
~ En ineers®
° 15' X 30' BGRE PIT _ ~ . r- g Affiliated Engineers, Inc.
a 8"LANDFILL GAS PIPE - ~ - NC Lic. No. C-2982 m,. , , ,
1414 Raleigh Road., Suite 305 a---.----~..e ~ Chapel Hill, North Carolina 27517
~a-~~ a...m a A I --a A Tel [phone] Fax [phone]
REFER I -..s...-~_..= www.aeieng.com
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SUm2m13
06/14/11 4:48:08 PIS G:\08\0870900\SU\SU-2.13.DWG
1 2 3 4 5 6 6 7 8 9 10

1 4 1
~ Affiliated
~ En ineers®
g Affiliated Engineers, Inc.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
www.aeieng.com
B B
SCO Number:
Sheet Ke oyn tes: C
C
D D
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SU¦ ¦
06/14/11 4:48:40 PIS G:\08\0870900\SU\SU-2.14.DWG
1 2 3 4 5 6 6 7 8 9 10

1 4 1
GENERAL NOTES
1.ALL EXISTING UTILITIES ~ . . ESTIMATED UNTIL SUE Affiliated
INFORMATION IS RECEIVED. ~ En ineers®
g Affiliated Engineers, Inc.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
www.aeieng.com
CO~INEC a,_ TION 0 TRgIVSMISS - .aREFER
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SU=2.15
06/14/11 4:49:06 PM G:\08\0870900\SU\SU-2.15.DWG
1 2 3 4 5 6 6 7 8 9 10

1 4 1
GENERAL NOTES
1.ALL EXISTING UTILITIES ~ . . ESTIMATED UNTIL SUE Affiliated
INFORMATION IS RECEIVED. ~ En sneers
g Affiliated Engineers, Inc.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
www.aeieng.com
B B
- a.
. m SCO Number:
Sheet Ke oyn tes:
C C m 1 DUCTBANK BY OTHERS. REFER TO
C-SERIES SHEETS.
.
a-._ ®e~ e 8"LANDFILL GAS PIPE i
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SUm2m16
06/14/11 4:49:35 PIS G:\08\0870900\SU\SU-2.16.DWG
1 2 3 4 5 6 6 7 8 9 10

1 4 1
GENERAL NOTES
1.ALL EXISTING UTILITIES ~ . . ESTIMATED UNTIL SUE Affiliated
INFORMATION IS RECEIVED. ~ En ineers®
g Affiliated Engineers, Inc.
NC Lic. No. C-2982
1414 Raleigh Road., Suite 305
A Chapel Hill, North Carolina 27517 A Tel [phone] Fax [phone]
www.aeieng.com
- .
B
p~.- W _
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06/14/11 4:50:06 PM G:\08\0870900\SU\SU-2.17.DWG
1 2 3 4 5 6 6 7 8 9 10

1 4 1
GENERAL NOTES
1.ALL EXISTING UTILITIES ~ . . ESTIMATED UNTIL SUE Affiliated
INFORMATION IS RECEIVED. ~ En ineers®
g _ >m g _ Rtntn ~ 7'~~~~-rBR _ Affiliated Engineers Inc. rr
s ~ . - = NC Lic. No. C-2982 a
m _ v _ 1414 Raleigh R a - oad., Suite 305
A FUTURE CIRCUIT ® _ _ - m Chapel Hill, North Carolina 27517 m . i ~ Tel [phone] Fax [phone]
BREAKER :`CRT FUTURE CIRCUIT www.aeieng.com _ - m
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LANDFILL
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Sedog eflc=.ld REVISED: 03.18.11

4-fks Legend

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r?'crthtt'r.caJ
?'c?Y153fI?J tOEI .. t:??,¢?I?unnrl
.
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`l ? r ;nc Landfill Property Boundary
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z INC
- Foiest

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p F rC,.'
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Quadrangle, Chapel Hill, 2010
'ti`p, Pi;?ll<akail<tts
N r r r Feet
vrl f 7rrfs ` 0 5001,000 2,000 3,000

flln ', LANDFILL
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1: iri :=raas i •..w " Transmission Line

PROJECT VICINITY
T, A May 11, 2011

Legend

Gas Collection Pipe

r' h-r4nriixj.

Tr-1?' .. Gas Transmission Line
,rxr ,-r; Landfill Area

Th,I Wetland or Stream Impact Area
0. -1 r
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r ?

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i
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oad

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i.
a

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u =4

s: 0 5001,0 et
00 2,000 EXHIBIT 2