20030284 Ver 1_COMPLETE FILE_20030310

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REMEDIAL AC TI 0 N
CLOSURE PLAN
JAMES LA LAURINBURG, NORT PREPARED FOR: ~ND FILL
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AvR 21 2001
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I'H CAROLINA
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PREPARED HY:
RAILROAD FRICTION PRODUCTS CORPORATION ~°i ARCADIS G&M, INC.
> 131 BENFIELD BOULEVARD
13601 AIRPORT ROAD
MAXTON, NORTH CAROLINA 28364 SUITE A
MILLERSVILLE, MARYLAND 21108
410-987-0032

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GENERAL NOTES
1. SCALES ARE AS INDICATED ON EACH DRAWING.
2. EXISTING TOPOGRAPHY PROVIDED BY HASTEY LAND SURVEYING,
DATED 01 FEBRUARY 2002.
3. THE WETLANDS AREA WAS DELINEATED BY ARCADIS DURING A
SUPPLEMENTAL SITE ASSESSMENT IN DECEMBER 2001.
4. THE APPROXIMATE LIMITS OF WASTE WERE OBTAINED FROM THE
PHASE II SITE ASSESSMENT INVESTIGATION PERFORMED BY
ARCADIS IN FALL 1998. EXPLORATORY TRENCHING WAS
PERFORMED TO DELINEATE THE HORIZONTAL AND VERTICAL
EXTENT OF THE LANDFILL. THE GEOLOGIC CROSS—SECTIONS
ARE AVAILABLE TO THE BIDDERS OR CONTRACTOR UPON
REQUEST.
5. THE CONTRACTOR SHALL PROTECT GROUNDWATER MONITORING
WELLS AND ALL OTHER PERMANENT FEATURES AGAINST DAMAGE
DUE TO CONSTRUCTION ACTIVITIES. ANY WELLS OR OTHER
FEATURES THAT ARE DAMAGED BY THE CONTRACTOR OR ITS
SUBCONTRACTORS SHALL BE REPLACED AT NO ADDITIONAL
COST TO RAILROAD FRICTION PRODUCTS CORPORATION.
6. THE GENERAL NOTES AND LEGEND PROVIDED ON THIS SHEET
APPLY TO ALL DRAWINGS, UNLESS OTHERWISE INDICATED.
7. CONTRACTOR SHALL MANAGE STORMWATER THROUGHOUT CONSTRUCTION
ACTIVITIES AND PREVENT THE MIGRATION OF SEDIMENTS FROM THE SITE
AND INTO ON—SITE "WET" AREAS.
8. CONTRACTOR SHALL CONTROL AND MONITOR ALL CONSTRUCTION
ACTIVITIES ON THE SITE TO ASSURE THAT NO ENVIRONMENTAL RELEASES
TO OFF SITE AIR AND WATER RESOURCES OCCURS; ANY RELEASES
SHALL IMMEDIATELY BE REPORTED TO THE OWNER, ENGINEER AND
APPROPRIATE REGULATORY AGENCIES.
9. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF
ALL HEALTH & SAFETY REQUIREMENTS THROUGHOUT
CONSTRUCTION.
LOCATION MAPS
LIST OF DRAWINGS
DRAWING NO. TITLE
COVER SHEET
1 LOCATION MAPS, GENERAL NOTES, LIST OF DRAWINGS,
ABBREVIATIONS, AND LEGEND
2 EXISTING CONDITIONS
3 EROSION AND SEDIMENT CONTROL PLAN
4 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES
5 SUBBASE GRADING PLAN
6 FINAL GRADING PLAN
7 SECTIONS AND DETAILS
8 PROFILES, SECTIONS, AND DETAILS
LEGEND
550
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VI I L_ I IV19
EXISTING CONTOUR c - DETAIL/SECTION DESIGNATION
3 a — NUMBER OF SHEET WHERE DETAIL/SECTION IS SHOWN
FINAL CONTOUR
-- --- NUMBER OF SHEET WHERE DETAIL/SECTION IS CUT
EXISTING FENCE LINE
LIMITS OF WASTE A A DIRECTIONAL VIEW OF SECTION
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JAMES LANDFILL
OLD LUMBERTON RD. & US HWY 74
LAURINBURG, NORTH CAROLINA
LOCATION MAPS, GENERAL NOTES,
LIST OF DRAWINGS,
ABBREVIATIONS, AND LEGEND
ARCADIS.
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1 9 6 ~ X ~ ~ TEMPORARY SEDIMENT TRAP
~ 1 ~ ~ X o 34 DISTURBED AREA = 2.4 AC
x 1g DRAINAGE AREA = 2.4 AC
a ,x ~.1 o ~ ~ SHEC ~ ~ ~ ' UIR = 4320 CU FT VOLUME REQ ED
0 x 1 ~ O ~ ~ ` ~ ~ ~ ~ _ , ~ ~ i SIZE = 53 LONG X 46 WIDE X 4.5
~ U ~ ~ A ~ ~ DEEP
~ - - ~ ~ 6' I 1 = copy ~
r' ~ ~ ~,1 ~ \ ; MIN. LENGTH STONE WEIR 7.0
~ ; ~ ~ i 1 ~ ' ~ ~ TEM ARY DIVERSI DIT H 1 ~ ~ ~ ~ ~ ~ ~ WEIR EL = 194.0 ~ -
~ \ ~ 1 1 TOP OF BERM EL - 195.5 0 ~5 50 goo
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~ " 3 4 ~ 1 I X
N ' 1
~ ~ ~ 1 r r~ ; \ ~ ~ D ~
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~ ~ SILT FE~1 1 I FE~1 T T~1E BELOW GABION WALL
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~ ~ ~ PLACE IL F 4CE IL ~N E AROUND SEDIMENT EXCAVATION
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A APPRO M EDIMENT EXCAVATION ~PPRO M TE' L~11TS OF S ~ ~ LEGEND:
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~ ~ ~ O ~ ~ 190 FINAL CONTO~iR
I O ~ ~ ,9 ~ ~ ~ ~ i ~ 1~ 1
~ ' ~ ~ ~ i ~ ~ ~ ` - 790 EXISTING CONTOUR 1
CV ~ ~ 1~ ~ , LIMITS OF CONTAMiNATEG
O ~ ~ ~ ~ ~ i ~ / ~ WETLAND SEDIMENT
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copyright ~ 2001
U WIDTH OF STONE BERM: AS REQUIRED
~5 MIN. i - ~ DITCH
12" #57 WASHED ~T;`~NE TOP Of EMBANKMENT EARTH BERM 1 E°
i - EXISTING GROUN •EXISTING GROUNC j8"
TOP Of STONE FI~~TER SEED IMMEDIATEI X800 CU. _ _ ,I~ AFTER ~ONS~R.J. SEED IMMEDIATELY i AFTER CONSTRUCTION ~ ~ -
FT./ACRE ~ ~1 a o~ 0 4 ~ COMPACTED SOI~_ 2' MIN.
~ ~ °o ~ ~ SEED IMMEDIATELY f'-'~ 6' MIN. \ ~ r° ~ ~ I - i
~ ~ AFTER CCNSTR~C';7N ~ ( ~ I ~ ~ - ~ ~ ~ ~ ~ j ~ is t
~ ~ 0 0 0 ~ 3 - _ _ "3 ~ i ~ ~ ~ ro ,
~;~AV~ - ~ ~ I
6 _ FINER ~ _ 3 ~A ~A ~ I
2' DEEP « 2' vVIDE ~ ~ ~ MrN, CLASS B STONE
I TI _ k EYWAY
CRASS SEC ON }1 A 5' MtN. ~ ~ X57 WASHED STONE
B - - - -
A
2:' SIDE SLOPE
MAX. ABOVE OVERT ~Ll_ 6'~ FOR ' ~ .r ,
`L FIB EH SETTLEMENT ~ ~
~ FI' T R Wl TN
T F ~ E D ~ Oo ~ OP C EMBANKMENT _ _ SEE PLAN ~ ~ 3 4 ~ ~ i ~.T.~. 3 4 3 4 '~.T.S.
a ;n ~ 4' MiN, o / ~ i ~ I C
\ o c _ c ~MER(~,_N~ PY PASS r- i ~ `a7; ~ F OF OF STONE ILTER ~ ~
1 ~ ~ °p ~ r'~ FiL'ER t HE.Tw SE''~~EG XI - - ~ of DAM Nv~. PERMANENT SEEDING
~i w ~ , FABR i I _ _
Q ~ ~ ~ o o ~ . 6~, ,;~~,,L, 10 -0 MAX. CENTERS ~I ~ n o w ,f BECDIN~ ~ WOOD POSTS TO BE BURIED A MINIMUM OF 3'-0", 7 SEEDING MIXTURE
~ o ~ ~ NAB URA STEEL POSTS TO BE BURIED A MINIMUM OF 2 -O" ~ ~ ~ ~ r~ SPECIES RATE (LB~ACRE)
i GROUND 1c „A„t ~ ' ~ ~ (uNE WIRES ~ 2 INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS aND PENSACOLA BAHIAGRASS 50 ND SERICEA LESPEDEZA 30
t .5 CLEANOUT _ L_~.__ -I- ; ,1 _IDE SLOPE ~ r~ T
DEPTH i MAX. ~ 1 ~ ~ ~ MAINTAIN UN,~L COMPLETION OF GRADING KE~N~;, - - - - _ COMMON BERMUDAGRASS 10
GERMAN MILLET 10
'0 GAGE I - SEEDING NOTES
UNE WIRES TAMP I o ~ ~ BACKFILL ~ 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
H FLOW FLOW 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT
BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE
STONE SECTION 8-B , ~ ~ ~ ~ , ~ ~ CENTIPEDEGRASS.
y~ AT SEED D ES
~ I L71 20T. CONSTRUCTION SEQUENCE: ~ o, / APR. 1 -JULY 15
~ ~ FILLER FABRIC ~ 8 FILTER FABRIC TO BE ZIC TO BE
T 1f~i~ AREA N R TH M ANKM N? OF A L UECETATION AND ROOT MAT. ; ti ; ; I BURIED UNDER EX. GRADE 1 CLEAR, GRUB, AND S RIP ~ _ U DE E E B E L ~I ~ ~ I' ' OR AS REQUIRED B!' )ER EX. GRADE SOIL AMENDMENTS UIRED BY APPLY LIME AND FERTILIZER ACCORDING TO SOlL TEST, OR APPLY 3.vC'i~
~ F I R ~ W00~ JR ~ _NG NEE.
2 ENSURE THAT FILL MATERIAL ~t~R THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, STEEL POSE LB ACRE GROUND AGRICULTURAL LIMESTONE AND S00 '_B~ACRE ' 0 O 0
ORGANIC MATTER, AND OTHER ;B,JECTI~;NABLE MATEP,~AL PLACE THE FILL +N SIFTS NOT TO EXCEED 9 FERTiUZER.
INCHES AND MACHINE COMPACT OVEP -RILL THE EMBANKMENT 6 INCHES TO ALLOW FOR MULCH
SETTLEMENT APPLY 4,000 LB~ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING
3 CONSTRUCT THE OUTLET SEC?'ON IN THE EMBANKMENt PROTECT THE CONNECTION BETWEEN THE , , OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH 5l ADDS SET
RIP RAP ANO THE SOIL FROM WING BY USING ~IL'ER FABRIC WITH 6" GRAVEL BEDDING AND A ~ , KEYWAY CUTOFF TRENCH BETWEEN' 'HE RIP RAP S?RUC"LIRE AND 'HE SOIL. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
PEACE THE FILTER FABRIC BE`~NEEN THE BEDDING AND SOIL. EXTEND THE FABRIC ACROSS THE 3 4 MAINTENANCE
PIS WAY F N~A~ICN AN ~0 THE TOP OF THE DAM. ~~~.5. S ~L OU ~ D _ REFERTIUZE THE r0>_~OWING APR. WITH 50 LB/ACRE NITROGEN REPEAT AS
EXCAVATE A KEYWAY TRENT ~ ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING IJP GROWTH REQUIRES. MAY 8E MOWED ONLY ONES A YEAR. WHERE A NEAT
THE SIDES TO THE HEIGHT CF THE OAM THE TRENCH SHOULD BE AT LEAST ~ FT. DEEP AND 2 FT. APPEARANCE iS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED,
WIDE WITH 1 ~ ~ SIDE SLOPES.
4, ALL CCT AND FILL SLOPES SHOULD BE 2~? OR FLAT?ER CONSTRUCTION SEQUENCE
5 ENSURE THAT THE STONE ~,~RA,NAGE,' SECTION OF THE EMBANKMENT FA'S A MINIMUM BOTTOM WIDTH TEMPORARY SEEDING_12f 1 - 4/15 INSTRUCTION MEETING 6N SILL WITH NI' I~EF'ARTMENT CF ~ SPECIES RATE (LB~ACRE) _
z ~ ~ r _ r ~ T TT ~ , Y OBTAIN COPY OF AL: PERMITS. CONDUC' PRE-CONSTRUCTION ME OF ~ R?. AND MAXiti4JM SIDE E; OF 1 A _X;EN~ TO NE 80~ OM 0, THE SPILLwA ENVIRONMENT AND NATURAL RESOURCES, LAND QUALITY SECTION. ~AUTY SECTION. KOBE LESPEDEZA 50 BY
SECTION. NO. DATE REVISION DESCRIPTION
~ r ~1 - ~ ~ r ~c~~-.~ ~ ~ rrr , ~ ~ ~ ~ " ~ - " 2. SLAG LIMIT OR CLEARING- CKD OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER ~S NO1
6 ~,ONS~RU~~ !HE M~MMJM NI~~L~ ~TCNE SPI~~N~A BJ~:~1Pt WIDTH, A ~ SHOWN ON Ht rLANS, EXTEND BEYOND DUNE.
~lITH 1:' SIDE SLOPES EXTEN~~~t~~~-; ?C'~ THE TOP OF HE ~Cb~EPr'LLED EMBANKMENT, KEE? THE T ~ ~ r ~ _ ~ ~ 7 , , ~ r 3. REMOVE CONTAMINA~ t~,, wETLANO SEDiMEN S WITHIN 10 F_ET OF ~HICKNESS OF H~ SIDES OF H~ ~P~~LwAY OLTLE~ SIRCLT~~RE A~ A MINIMUM OF 2~~ INCNE~ HE CAPPED. INSTALL ROCS DAM AT INLET OF EXISTING ~8" CMP. N 10 FEET OF ROCK DAM AND PLACE ON 'OP OF AREA TO BE
WEIR MUST BE LEVEE AND CONSTR~~.JCTED O GRADE TO ASSURE DESIGN CAPABILITY. G 18" CMP. SOIL AMENDMENTS
4. INSTALL ALL SILT FENCE. T ~ ~ ~ JAMES LANDFILL FOLLOW RECOMM~'~DA IONS OF SOIL T~ST OR APPLY 2,000 LB~ACRE
7, MATERIAL USEC IN THE STONE SECTION SHAD BE WELL-GRADED MIXTURE WITH A d50 SIZE OF 9 Z GROUND AGRICULr~_~RAL LIMESTONE AND 750 LB/ACRE '~0-10-'0 ~Lp LUM6ERTON RD, ~ US HWY ~4 FERTILIZER.
INCHES (CLASS B EROSION CCNuC~ STONE IS RECOMMENDEu "AND A MAXIMUM STONE SIZE CF ~4 EM~oRARY DIVERSION oIT~H To TEMROGARY sEOIMENT TRAP. LAURINBURG NORTH CAROLINA
INCHES. THE S?ONE MAC BE MACHINE PLACED ANU THE SMA~~ER STONES WORKED INTO THE '~I=tIDS INSTALL TEMPORARY SEDIMEN? TRAP - INSTALL TEMPORARY DIVE OF THE LARGER STONES. Th~E STONE SHAD BE HARD, ANGI,~~,.AR ~.ND HIGHLY WEATHER-RESISTANT, MULCH
3 6. COMPLETE SITE CLEARING. APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASS raA;_T,
0 8. ENSURE THAT THE STONE S~~LVdAY OUTLE? SECTION EXTENDS DOWNS?REAM PAST THE TOE OF THE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
INSTALL TEMPORARY DIVERSION DITCH 2. EMBANKMENT ~CNTIL STABLE ~~~N `ITIONS ARE REACHED ANG OUTLET VELOC~~1Y IS ACCEPTABLE FOR THE NEARLY STRAIGHT CAN 8E USED AS A MULCH ANCHORING TOOL.
RECEIVING STREAM. KEEP THE r_DGES OF THE STONE CU?LE' S't'~~TICN FLUSH WITH THE SURRi)UNDING
GROUND AND SHAPE THE CENtER TO ~:ONFiNE THE OVERFLOW S?REAM. 8 CONSTRUCT PERMANENT DITCH ON SOUTHERN SIDE OF FILL AREA, E OF FILE AREA, INSTAL! CHECK DAMS. MAINTENANCE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEEij, RE=E:RTI~~ZE
AND MULCH IMMEDIATELY FOLi.OW'ING EROSION OR 0?HER DAMAGE. T N N INA
a 9 DIRE~~ EMERGENCE BYPASS~O NATURAL, STABLE AREAS ~~,~,ATE BYPASS OUTLETS SO THA~ F~Ow 9 REGRADE wASTE~ a
WILL NC' DAMAGE THE EMBANh`,tEN" 10. REMOVE CONTAMINATED SEDIMENTS FROM WETLANDS AND STREAM 1S AND STREAM CHANNE~_ ANC PLACE FOUNDATION '~~~AYER. _ T~P~RARY SEEDING ~ i 5 5
N ~ i d 10. STABILIZE THE EMBANKMEN` aND ALL DISTURBED AREAS AgC;~fE THE SEDIMENT POOL AND DOWN- RECONSTRUCT WETLANDS AND STREAM CHANNEL TO PRE-EXISTING 0 PRE-EXISTING GRADES, SPECIES RATE (LB~ACRE)
STREAM FROM THE TRAP IMMEC"ATE~.Y AFTER CONSTRUCTION`. GERMAN MILLET 50
t 1. CONSTRUCT GABION ~wALI. E
~ ~ 12 GLACE GEOMEMBRANE AND GEOTEXT~,LE IN' THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUCANC,RA;T~ h'~,4Y BE
o 1 A SUBSTITUTED AT A RATE OF ;0 LB/ACRE.
0 2!S?',!R9En ~~E~ ' 3. PLACE PRO?ECT!'dE C'wER LAYER. SOIL AMENDMENTS
~ 3 4 FOLLC'N RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB/ACRE
r..~. ,4. PLACE vEGETATIvE LAYER. E ` 0 GROUND AGRICULTURAL LIMESTONE AND 750 LB~ACRE '0-~~0-~0
a c~ FERTILIZER. )MENTS ON ALE DISTURBED AREAS.
AR A~ T, i T ~R ~ 5 INSTALL PERMANENT SEEDING, MULCH, SOIL AMENDMENTS ON ALL w E. ~ OBE D S L BED ~
CLT FILLED, ETC.) r , ~o ~ 1~ r~ ° ~"-~N,_!~ CMP ,,~~~VERT ~ ~ ~ ~ ~ 16 WH N'JT F?ATi N Ic ETA SOH ' IN pEG~I!N W~~n N~ Y- ~ o~ E ~G~ 0 ~ ~ 8 ~ ZED EDUCE S~ ~ C ~1, r„ r ~ ~ ~ ~ T T MULCH 1131 Benfield Bcul~vard, Suite A ~~ICN W~~n N, DEPAR~M~NT JF ENJiR~Nt<EN ,AND NA~URAL APF'~~Y 4,QQQ LB 'AC;Rt_ STRAW ANCHOR STRAW sY TA(:KiNG WITH A~P~AL!, ~ 7
~ ~ 7~ ~ < < , ~ ~ V ~ ~ n, T ~ o v ~ FwOC~ ,~~RAGL ZONE F~ RESOURCES, ,.AND W~uA~ Y S=CT'ON, UPON APPROvAL, REMOVE AI O ~ ~ ~ r s e ~ FI T R ~ ~ ~ - M,~Iers~~lie, Ma vI„nd ~ G8 )vAL, REMOVE ALA TtMPURARY DEVIL ~ FENCE, L E S, NETTING, OR A MU~~~~~ ANCHORING TOOL, A DISK V~'~~T!~ BLADE> SE' 'V EARLY T ~ ' 7- ~ F 4"~~! 9
N o ~ ~ ':'r~ ~r ~ TH A ~ i~ IN T A,~I!1!NiN AR A ANA " r ~ ~ , ~ , ~ C. SM00 GRADE NC B~~_ND 0 C__ G E S ~ ~E G ~ v ~ ~~1~R ARTA~ el X410, 98 J03~ ox ( -4392 AREAS .hu SEED AN REMAINING .BED ~ STRAr~,H' Ci~N BE ~C:D AS A MULCH ANCHG~RtNG TGC_.
a:% ~_J~MENi ST..RAG~ ZON~ r e
` ~ ' ~ ~ U- ~ I T ~ ~ . n ~ MAN ENA'VCE LAN i I , ~ ~ , ~ 0~ - - ~aL ~ ~ ~ - - a , , MAINTENANCE
`1U~4 ! ~ NATiJRA GRO N ~ rr 0 BOO O r, f _ L uD O C~ 0.. ..T r T ATE y ~ NSPtC ALL EROSION ~~N ROL DEVICES .F ~R EAt,H RAINFALL E REFERTI~IZE iF GROWTH IS r`dO~ FULLY ADEQUATE, RESEED, REFER~I, "f ACH RAINFALL EVENT. AND MULCH IMMEDIATELY FOL!_OWING EROSION OR OTHER DAMAGE.

~ 2 L' 1~ ~ ~ I FLOW ~ ~~0~ ~ ~ , -E ~ U ~ ~i ~ ~ a 'EMOVE SEDIMENT WHEN IT HAS ACCUMUC~TED TO ONE .HALF THE.
~ ~ ~ _ - - _ _ _ Q_''_~._r r~iC_-1~ ~ _s~Cf 2. STONE ~~TERS / TE~tPpRAR ~EDIM,_NT T„APS~ REMOVE StDIMEN z tiv,E. 1~M AF~r. MINIMUM ~ - - - - - - _ _ _ _ _ _ ~ PIT DEP~~H REPLACE ~RAV~~_ ON FILTER AFTER SEDIMENT ~S REM( :DIMENT ~S REMC~ED REPAIR ANY ERODEC~ AREAS ALONG SIDE
= A('fF~'A9~ ~ '.UNLESS ~ ~ i OF FILTER, TEMPORARY SEEDING 8 15 12 30 SPECIES RATE (LB/ACRE)
a°°. - : -r r~ `~L01EX'IL~ ;NDERUNEP - qS p N.;?~~ ~ CL ..S RIP RA - ~ ~~~~tR BERM ASS ~ RIP RAP
~ ~ 3. SILT FENCE: REPLACE ANY FABRIC THAI HAS COLLAPSED, TORN, f ~ WASHED STONE. APSED, TORN, DECOMPOSED, OR BECAME NEFFECTIVE REMOVE RYE (GRAIN` 120
~ ~ THICK x 3' NIGH MIN.a SEDIMENT WHEN DEPTH REACHES SIX INCHES. ~5 wASHr~~~
_ a TEMPORARY DIVERSION DITCHES: REMOVE SEDIMENT FROM FLOW F T FROM FLOW AREA AND REPAIR DITCH MAINTAIN FLOW aFTER SC~L AMENDMENTS PROJECT MANAGER DEPARTMENT MANAGER
MAX. SEDIMEN' ~~~EPTN !1 ~ (CLEAN OL'' ?CINT~ ~ 18--!NCH CMP CUlvER1 EACH RAINFALL. FOLLOW SOiI_ TEST OR APPLY 2,000 LB~ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-- t 0 FERTILIZER. PM JCL DM JLM _
5. SEEDING: INSPECT AFTER EACH RAINFALL AND REAPPLY SEED, MU APPLY SEED, MULCH, AND FERTILIZER TO ;~~L FAILED AREAS. LEAD DESIGN PROF, CHECKEC MULCH
SECTION VIEW PLAN ~LIEW- APPLY 4,000 LB `ra: R~E STRAW ANCr10R STRAW BY TACKING WITH ASPHALT, LD AJO C8 ,1C
~ - _ T NT SLOPES INSPECT AFTER EACH RAINFALL. SILL AND REGRADE RUTI • a NS S z s - - SLOPES. RESEED AND APPLY MULCH AND FERTILIZER, } REGRADE RUTTED AREAS. REMOVE SEC~M~tir FROM BOTTpM OF / ~ ,ER NETTING, OR A MU` ANCHORING TOOL. A DISK WITH BLADES SET NEARLY RAWN DATE
c~Tnnini,r nnni rrr c~rrt nc^ n u, i, ~u nni~uno,r., r~ rllni D
JI(ZH112 71 ,HIV DC vJCU N,~ h IVIVLl. r1 MIV~,RVRI VV IVU L.
E TEMPORARY ROCK CHECK DAM E DB JE 04-18-03
MAINTENANCE ,Ti S- WITH PROJECT NUMBER DRAWING NUMBER REPAIR AND REFE~RL ZE DAMAGED AREAS IMMEDIATELY, T0PDREQ'~~ 50
N.''. S. 3 4 LBI ACRE NITROGE'l IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
D', R A T COVER BEYOND JU=NE 15, OVERSEEC WITH 50 LB/ACRE KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.

copyright ©2001
AT ' W ER ,
1
~ ~ o

~ ~ X
CULT1VAtED FIELD LIM OF DISTURBANCE X
X ~
X.
X I i i
x ~ i
1 ~ 9 _ ~ , 1 ~ 6 x 1~
\ X ~ 7 ~ ~
x ,r ~ 1 1
x ~ - ~ SHED ~ 1
x
1 ~0 ~ ~ ~ 0 ~ Ui~tTS OF RROW AREA
1 ~ _ ~
~ ~ 1 o
~ ~ 1 ~ ~ o zo a:~
~
~ ~ 1 ~i ~ ~ SChLE FEE,~_~
A I
~ 1 N o ~
N ~ ~ ~ ~
~ ~ ~1 1 LEGEND:
O Q ~ 1
~ ~ ~ ~ \ ~ x 190 ~ EXISTING CONTOUR
1 1 OMITS OF CONTAMINATED
1 ~ ~ GABI N RETAINII WETLAND SEDIMENT N RETAININ
~ WALL x - - - BORROW AREA
~ L N ~ / o L ~
o ~ X X - EXISTING FEPJCE LINE
o ~ ~ ~ _ . 5 f 58
- - - - - LIMITS OF WASTE
N
o ~ EDGE OF WATER
i \ ~ ~ ~ ~
\ ~ i ~ 1 ~ ''~_IMITS OF D!STL;RBANCE
~ ~ ~ ~
~ ~ ~ ~ WETLANDS
\
~ ' ~ / ~ ~ 1
~ ~ ~ ~ ~ ~XI TIN 1 SNIT' RIN 'W 1', ~ ~ S G ~C U G E~~
~ ~ \ N 1
\1 ,
,x~ t
~ ~ ~ 'a ~ ~
~ co I _ ,
~ N 1
~ co 0 ~ ~ ~ o 1 NOTES, '1 ~ 1x
E _ 1,. ~ ~ ,1
~ ~ , N 1 i
~ ~ o ~ ~ 1. SEE DRAWING N0.1 FOR GENERAL NO'cc, AND _EGE"v.'
~ t ~ ~ I 2. THIS vRAWING IS FOR SUBBASE CONSTRUCTION PURPOSES
~ 1 ~ ~ ONLY. FEATURES OF THE SITE OTHER THAN T'~~E SUBBASE
f ~ _ ARE NOT SHOWN.
1 _ ;
1 j- ,T I iT ' C~=- 3 TOTAL AREA TO BE CLOSED w~ ~ ri~N uM~ . S ~F
- - _ - ~ ~ DISPOSAL UNIT IS APPROXIMATELY 1.3 ACRES. ~ I , -i"-
i Y 'i ~ ; T R~'rl~lr C T N0. uA,E ~~,~N DE.;CRtP lON ,
1 ~ ~ ~ ~ 4. AREA WITHIN THE LIMITS OF DISTURBANCE SHALL BE CKD j ~
~ 1 b CLEARED AND GRUBBED, AS NECESSARY, AND APPR'~"~: ~;D BY x ~ ,
U ~ C° ~ THE ENGINEER, TO PERMIT ACCESS AND CONSTK •;,T ;N o
a ~ ACTIVITIES.
i T I AT CON A N o JAMES LANDFILL ~I
~ ~ 1 i ~ SEDIME T AL 5. THE suRFICIAL '2-INCHES of so~~ .N THE B~~R~ AREA t ~ : ~ ~ T~ ~ OLD LUMBERTON RD. & US HWY 74 i SHA_~ BE USED AS TOPSOIL FOR FNA~ S.~B~~~~ Or
~ ~ ~ ~ SEE OTE 8 T - ~ - ~ n~ ~ - ~ ~ ~ SHE BORROW AREA ANU FOR THE T~P_~~ t .,R
N r ~ ~ ~ ~ - ~ r . LAURINBURG NORTH CAROLINA ~HE SAP OF THE ~ANDFiLL. THE RE~~,~A~N~~NG ~~~~~~1~ HE ~
~ ~ , - ~ / ~ ~ BORROW AREA SHALC BE USEC F0~'THE ~ AND ~~,AYER
'o , ~ ~ ~ ~ r ~ "'1 AND PROTECTIVE .,OVER LAYER THE .~AF A~~!~~_' A~
~ 4_ ~ " BACKFILL IN THE SEDIMENT REMOvA~ AREAS. I y _ I
a ~ ,
,J ~ \ ` 1 1 / ~O ~ ~ ~ ~ ~ ~ ~ - - ^ 6 BORROW AREA PENAL GRADES ARE AP'PROXIMa ~ N'RACTOR ~ S!-~ALL ONLY REMOTE THE AMOI;NT OF SOiI_ RtO~ TO CAP
o ~ ~ ~ ~ THE LANDFILL. FOLLOW'NG r_XCAVATION, T~±E dC~h < ?REA x ~
a ~ ~ ~ ~ SHALL BE COVERED '~^d'TN 6-INC~Ec r~c~-,~~ - -
~ ~ ~ , - ~N Y 1 REVEGETATED. R ~ P AN A AN U
J o CU'`TI~lATED FIELD J X X-X
N ~ f r X ' ~ ~ THE SURFICIAL 1-FOOT OF SEDIME~iT~~ ~u TH~N ~ AM
r X - 1 CHANNEL DIS`~HARGING FROM TH; , IFR` ";~~A ~C ~ ~ ~ _ REMOVED TO A CISrANCE OF 38-F~ir~ ~R;~^~ -N' _ ~,vE;RT.
~ v ~ ~ ~ ~ I ~ ~ i l "p ^ , p ~ v tHE CHANNE~~ ~HA~~ B~ n.~•~'~FI~~_.ED RE
o o ~ --~_y? i ~";ONTOUR WITH SOILS F ROM T~+E BORF ;w'~ A~PLA. - "RtA^,^ ~ ~
c 0 U ' ,,H iC APF X!~~1AT i z- FG cT 1r ~ R t ~ ANNEX RO E_~~ :c_
N g. THE SURFICIAL 2-FEE? OF ;')NTAM N^-'~;`G ~E T;-iE
E o / ~ U ~ / ~ ~ ~ WETLAND SHALL BE REMO'~~E~ AND p ~E~L `~1E 'N J' 1 ~ ~ HE LANDFILL., SEE TEUHN~,,AL SP~,,I i,_~ ti ~~~~J_
/ r / ~ ~ ~ ~ ' , / ~ ~ ~ 1 THE WETLANDS SHALL BE BACKF!LLED ~C ~~~`,T~". ~E ,
' o ~ ; ~ S REAti Benf:e!~~ 8~~~,le:or~. S~ItA u S REAM CMAN EL ; BORROW AREA so~L.
' ~ / i ( ~ ~ EE I M;~~~ersv~lte, t,,~a,.Ir~r~1 ~ N T 7 a,~ _ a 1
E I N o ~ ; g. WASTE S}'~ALL BE RELOCATED iN A~.~.~.R[lAS".F _.`1I-~'~~r~~ i i !/~1' ~p., ,L n.' ~ t ~ SPECIFICATIONS SECT'ON 02207,
i i~ a d 1
u I ~ I ~ ? 0 SURFACE DEBRIS AD~AGENT TO THE ~~~ANDFIi :H~~ , cF
I 'c ~ ~ ~ ~ REMOVED .AND PLACED BENEATH THE l_~^.DF~_~ '~=~~T'
~ ~ I~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ 1
~ ` j % ~ ~ ~ y ~ 1 ~ . SUBGRADES AND FINAL GRADES SHA~~~_ ?E H t~1~IN 7
E o i- Z ~ I ~ ~ ~ ~ ~ PERCENT ANL~ A MAXIMUM OF 25 PE~R~r N?, l!N'~ t`;~ ~ ~ ~ ~ „T p ~ y T~,~ ~ ,
0 0 ~ ~ ~ ~ ~ , ~ ~ HERWISE NOTED AND AP ROvE~ B ~ r ~ r ~:~~N~ ~r
oa I ~ 1 ~
l ~ ~ i i ~ ~ ~ 12. Al_L EXCAVATED WASTE MATERIALS SNAL'._ BE Pf;` L~~ Vv~Tr~'N ~ ,I 1, ~p THE LIMITS OF THE LANDFILL BENE~'~?!-+ "!i~
i ~ ~ ~ ~ A`l USTMENTS TO S!~BGRA ES AND ~~'~%`1_ RA~,~ ~~H!_:. HE
~ 1 PRE-APPROVED BY THE ENGINEER. ~1 I 1 ~ PR 1~~' ~ ~T ~ A~ A~~R T~ PARTM N' MA`VA~ P
I ~ ..~Et, ~ N „r E ,E
A \ ~ ` ~ 3_ ALL EROStoN CONTROLS sNAU_ RE~'~AIN ~,N ~ _ac; N~ T ~E PM JCL JLH
1 ~ ~ ~ SATE IS STABILIZED W'TH a ~ ~^T ~ ~ ER,~1AN_w VEGE' ~ i_~AD CE SIGN PROF '~!Frvt~~ I i y h' `R ° ~~R
o ~ ~ ~ ~ APPROVED FOR REMOdA~ B TEEN„ VEER ,~G ~ ~ ; SHALL INSTALL ADDITtoNAL EROSON ~CNTRC~C, _ ~~E~~:ESSA~~r, ~~u AJO JCL
~ 'Y i I C W ~ l ~ r ~ ~ ~ ~ T ~ F i~~ ~ d y' ~ ~ 0 MITIGATE SEDIMENT LADEN RUN_OF R„~, ~ 'v~_ ENE R"' ~AT~
~ ~ ~ ~ ~ ATE; ADDITIONAL CONTROLS MAY INCLUDE F~ ; _ _ ~ D. NJJN ~
_ ~ t ~ ~ ~ ~ ~~~~rrn rn r,ir rrr,~nr n.ir-. rr~~nnnnn., ~rrrr~ .n~ n;~r-.i~n~ r,n IC~/~ nn 10 nZ
MI CV iV, JIL! Ct1N'„t HIVL% CMF'"-; ICFnr v r V L'D t1J17_ V4 G' J---
E' ' a I f DIMENT CONTROLS SHALL BE N 4( ~R ~r - W E p ~r R A 1 N M ~R
' k CY) (D DO N o ~ ~ I TN r' NA AN IM NT ~ONTR,'~ ,TNNIN ROJE_ NUMBE DR WNW U B~ 1 1 I '~k aROL EROSION u ED E _ G
AND DESIGN MANUAL UNI,.E SS OT~~ERW'ISE A G'Rr r r THE ENGINEER.

co ri ht ©2001 PY 9
WATER ~ r ~
.,4 ~
rrr _rr4~rr~nw~rr ~Irr •1 `rr rrlly
~Irr r U4~TIVATED f
~ X M OF OIS1'URBANCE X u
- x

X
~ ~ ~ X ~ 9 X ~ 6
~ _ ~
O
f s+~EO ~
.
~ ~ ~ 0o u~rrs of RROVY AftE~+ 0 20 40 80
_1 ~ ~ ~ ~
~ .w o ...~1 J _ _ , ~ SCPLE FEET
/ 7~
s
~ _ a ~ - - LEGENp;
jgp FINAL CONTOUR
~ o ss__ _ _ COVERS T E ETER
'E ETER DETAIL 190 EXISTING CONTOUR
_ _
G LIMITS OF CONTAMINATED
6 ~ X WETLAND. SEDIMENT X
~ ~ H - - BORROW AREA
~ _ . A i,< 6 7
X X EXISTING FENCE LINE
x x x TFALL 1
x x x X x LIMITS OF WASTE
N EDGE OF WATER
I~. ~ ~ N
_ x x ~ - U-NITS OF DISTURBANCE
f d
N ~ _ w
j / WETLANDS
l' 1 FLOW DIR TION IN
I ~ swALE - _ _
~ r C Et H i " ~ EXISTING MONITORING WELL
t I ~ TYP
1 X CHANNEL
o ~ GA ON ETAIN
N ETAIN LL
~
F ~ _w _ _ _ H CHANNEL ~ ~ V
fi TYPE 1 ~ ~ fi ~
~ 6 7 i c~ N
FV ~ _
~ ~ J 0 N ~ ~ p X
i' x!1''.4 o,
O
- p _ NOTES.
6 ~g I .,x
WET S CTION
I _ 1. SEE DRAWING N0.1 FOR GENERAL NOTES AND LEGEND.
x TOTAL AREA TO BE CLOSED WITHfN LIMITS OF WASTE DISPOSAL JM? 2 6 $ IS APPROXIMATELY 1.3 ACRES.
BY
3, THE SURFICIAL 12-INCHES OF SOIL IN THE BORROW AREA SHALL N0. DATE REVISION DESCRIPTION
\ ~ CHANNEL ti H I I TI F TH RR W CKD BE USED AS TOPSOIL FOR FINAL STAB L ZA ON 0 E 80 0
TYPE 4 / ~ ~ ~ 6 7 ~ o ~ AREA AND FOR THE TOPSOIL REQUIRED FOR THE CAP OF THE O
a ~ J LANDFILL. THE REMAINING SOILS IN THE BORROW AREA SHALL BE
U . ~ s ~7 USED FOR THE FOUNDATION LAYER AND PROTECTIVE COVER LAYER OF THE CAP AND AS BACKFILL IN THE SEDIMENT REMOVAL AREAS. JAMES LANDFILL
~
x ~ T T M RTON RD. US HWY 74 R R 0 LU 6c R I T N A LD BE 4. BORROW AREA FINAL GRADES A E APPROX MA E. .,0 C 0
SHALL ONLY REMOVE THE AMOUNT OF SOIL REQUIRED TO CAP THE AURINBURG NORTH CAROLINA L
i N LANDFILL. FOLLOWING EXCAVATION, THE BORROW AREA SHALL BE ~
.Y Y. COVERED WITH 6-INCHES Of TOPSOIL AND REVEGETATED.
~3 w UTF~ o ~ UTFAL 2 x
- 19 ~ _ - _ K 5. SUBGRADES AND FINAL GRADES SHALL BE A MINIMUM OF 5 PERCENT
1 - K ~ N cp c0 / AND A MAXIMUM OF 25 PERCENT, UNLESS OTHERWISE NOTED ANC
i~~ ~.o ~ m I ~ - 6 C ~ ~ ~ y,., a i ,r4, _ a 6 ~ APPROVED BY THE ENGINEER.
I
a ~ / a CHANNEL 6. ALL EROSION CONTROLS SHALL REMAIN IN-PLACE UNTIL THE SITE
cn \ J TYPE 5 x ~ X X STABILIZED WITH PERMANENT VEGETATION AND APPROVED FOR N -^`-r X REMOVAL BY THE ENGINEER. CONTRACTOR SHALL INSTAL ADDITiONA,_
H X , X ti - EROSION CONTROLS,. AS NECESSARY, TO MITIGATE SEDIMENT LADEN
6 ~ T F Y ~ ~ - _ RUN-OFF FROM EXITING THE SITE; ADDITIONAL CONTROLS MAY
~ CUL ~VATED iELD \ 1 l~ INCLUDE, BUT ARE NOT LIMITED T0, SILT FENCE AND TEMPORARY
n _ - - ~ \ ' ~ VEGETATION. EROSION AND SEDIMENT CONTROLS SHALL BE IN . ACCORDANCE WITH THE "NORTH CAROLINA EROSION AND SEDIMENT
Q
3 w _ CONTROL PLANNING AND DESIGN MANUAL", UNLESS OTHERWISE
J t r r APPROVED BY THE ENGINEER.
N I
a o ; ~ CO SYST DETAIL ; ~ii -
' I co ,p .
~ c tl ~ 131 Benfield Boulevord, Suite A 1 Millersville Mar land 21108
M 6 7 ' Y ~ ~ Tel [phone] Fax X410) 98- 4392
~ E ~ ~ ~ ~ N O 7
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~ .4, ~ ~ 1 ~ ~
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~
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PROJECT MANAGER DEPARTMENT MANAGER
PM JCL DM JLH
LEAD DESIGN PROF. CHECKED
co ~ LD AJO CB JCL
ri ~ ~ ~ z r ~ Oq AT
~ \ DRAWN D E
stn. 0 -41 L DB JSG 04-18-03
Ci + 00 0)
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- _ . _ _ 7 . _ - JAMES LANDFILL
OLD LUMBERTON RD. & US HWY 74
LAURINBURG NORTH CAROLINA
~ ~ ~ ~ . . L:
r71 ? /x f~r r ~ ~ ~ ~ i / rr l ~ t ~ , 0
f ~,1~ ; t,~_. ~ , t (~~1~ h
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copyright ©2001
rWC, 3-FOGY HIGH GABION SEGMENTS
- ~~Na~,_ ~ __~,r R GRADE - t ~ 1
190 - ' 90
t
J
~ 189 ' ~ 789
k
~ 188 , 188
w w
~
- , t87 - ,8, 6. Q,~
Z 0
Q 186 186
w ~ 3'-0"
85 ~ , t85
1
184 - 184
308,-0" _ -
+00 02+20 02+40 02+6G 02+80 03+00 03+20
00+00 00+20 00+40 00+6G 00+80 01+00 01+20 01+40 01+60 01+80 02+00 02
(FEET)
5 8 5 8
6 6
~/EGErATIVE LAYER
i
PROTEC~!vE COVER LAYER
r
~ FOUNDATION LAYER ~ J
~ 8-OZ NOrvwOVEN GEOTEXTILE GABION WALL
~ 4-INCH TO 8-~?vCH D~~MErER
~ ~ ~ GABION STONE ~T` ~ ~ ~ _
CHANNtL 3 0 '90 ~ BY
- _ _ _ -CLEAN BACKFILL N0. DATE REVISION DESCRIPTION CKD

J
~~:;G.?;t~',ti. (MIN.) f 0, ~ WETLANDS
~ ~ -0' MIN. J " V' ~ . r[ ~ 4i~• ~ Nay., ~ ~ :~.~.-1~'l;:~ I AM S ANDFILL J E L
c. w w
0 D LUMBERTON RD. ~ US HWY 74 L
= ~ EXISTING SOIL ~ 187 ~ - - - LAURINBURG NORTH CAROLINA
4G-M!L. TEXTURED- z
'.HOPE GEOMEMBRANE I 1 ~ ti r-. 2'-G" TYF, ~ ~ ~
- i- ~ I 0 0 ~ ~ Q ~ , ti
STRUC i URHL ~ ILL i ll , 1 1 _ _ _ w ti r-~., -ti 1. W
0 WASTE I ~ c. ti ti
U r-~,
~ 1'- - - 0 4 6 ,84 N A R I
n
v, x ~D~~,E QF WASTE - I
0
N
C Cy
C 7
O l T
L c A
N 6 8
88 N.T.S.
C O jV. Ci
~ 137 Benfeld Boulevard, Su~~te A
C O J Millersville, Maryland 27108
H., V) y G Tel (4T0) 987-0032 Fax (410) gg7-4392
p
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d

a:
Q
ti- Z / ~
y L ~ ~
'1
PROJECT MANAGER DEPARTMEN? MANAGER
PM JC DM J H
LEAD DESIGN PROF. CHECKED
LD AJO CB JCL
f; C Q S-. DRAWN DATE
DB JES 04-18-03
C y N
~ Z DRAWING NUMBER PROJECT NUMBER
'J ~ O ~
V ~ Q

copyright ©2003
B 5' MIN. DITCH WIDTH OF STONE BERM: AS REQUIRED
12" #57 WASHED STONE T EXISTING Gf EXISTING GROUND EARTH BERM 6„ ~8.,
OP OF EMBANKMEO
1800 CU. TOP OF STONE FILTER
FT.:"ACRE ~ o °oo0o°C~oo~~~o X S SEED IMMEDIATELY -
o°°° ~ ~oo~o Do°~o o ~ COMPACTED SOIL 2' MIN. A ° o ° 0 0 0 0 6 MIN . AFTER CONSTRUCTION ~ - 2c ~
o°° o O°°Q° O~°~ O°°O0o ~ SEED IMMEDIATELY ~ 00 00 ~ 00 00 oOgo ~ AFTER CONSTRUCTION _ _ ~ _ ~ 0 0 ~
o o° o o ~ 3 - - - ~ ~~~`i~~ ~ a ~
o 3
0 GRAVEL 1~ 11/ FILTER , A 3 V~ V~~ BEDDING ~/i~/ ~ 1 ~~~\~A ~A ~A i~/~
FABRIC ~ ~ ~
2' DEEP x 2' WIDE ~ ~ ` ~~j~/~/ KEYWAY MW, CLASS B STO NE
CROSS SECTION A-A 1' ~51 WASHED STONE
B 5' MIN.
A
2:1 SIDE SOPE
MAX. ABOVE OVERFILL 0' FOR
ti~ ITR A FL E SETTLEMENT A A A A A
~ ITRWITH oo F L E D 0°~00
TOP OF EMBANKMENT o a SEE PLAN °~O° / 3 0000 000 N,T.S. 3 4 3 4 N.T.S.
~ 4' MIN. 00° o° o0
° o~ ~ EMERGENCY BY-PAS T F T FI T R J ~ ~D0° c~'-~'~o S OP 0 S ONE L E ° ° oQ % 6" BELOW SETTLED
°O O O _ FILTER
Q - ~ o ° ~ TOP OF DAM NOTES: X ~ z ~0008~00 ~ OBR c ~ 10'-0" MAX. GOT R ~ PERMANENT SEEDING
Q J Q~ _ o o 6 GRAVEL E S ~ - ° ~ ~ ~ o BEDDING 1, WOOD POSTS TO BE BURIED A MINIMUM OF 3'-0", cn o ~ ° ° i 3 ~ SEEDING MIXTURE
~ ° ~ o ~ D NATURAL ~ STEEL POSTS TO BE BURIED A MINIMUM OF 2'-0" SPECIES RATE LB ACRE
o~CO GROUND 12 GAGE ~ ~
1,5' CLEANOUT _ ~ ~ LINE WIRES 2. INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS AND 1:1 SIDE SLOPE ~ MAINTAIN UNTIL COMPLETION OF GRADING 1WINGS AND PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30
DEPTH 3' MAX. K EY1NA COMMON BERMUDAGRASS 10
GERMAN MILLET 10
10 GAGE
LINE WIRES TAMP o o SEEDING NOTES 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
BACKFILL N A ~ 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHER~~ IT CANN T
N FLOW FLOW O BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 LB'ACRE
STONE SECTION B-B ~ ~ ~~i'~i', '~i'~i'; ri'~i''~ CENTIPEDEGRASS.
%A~i~/i
CONSTRUCTION SEQUENCE: ; ~ 7 1~2 OZ. SEED DATES APR. 1 -JULY 15
~ FILTER FABRIC ~ 8 FILTER FABRIC TO 8 fER FABRIC TO 8E
1. CLEAR GRUB AND GRIP THE AREA UNDER THE EMBANKMENT OF AL'~~ VEGETATION AND ROOT MAT. ' ~ w I ; BURIED UNDER EX. DIED UNDER EX. GRADE SOIL AMENDMENTS
' ' OR AS REQUIRED B7 I1 U v ~ v ENGINEER WOOD OR AS REQUIRED BY ~INEER APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY UEGETATIDN, STEEL P05T LB~ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB~ACRE 1C-10-10
ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NO TO EXCEED 9 FERTILIZER.
INCHES AND MACHINE COMPACT IT. OUER-FILE THE EMBANKMENT 6 INCHES TO ALLOW FOR MULCH
SETTLEMENT. APPLY 4,000 LB~ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROUING, CR NETTING
3. CONSTRUCT THE OUT~~ET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE OR BY CRIMPING WITH A MULCH ANCHORING TOOE A DISK WITH BLADES SET
RIP RAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC WITH 6" GRAVEL BEDDING AND A, KEYWAY CUTOFF TRENCH BETWEEN THE RIP RAP STRUCTURE AND THE SOIL. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
~ PLACE THE FILTER FABRIC BETWEEN THE BEDDING AND SOIL EXTEND THE FABRIC ACROSS THE
N.T.S. 3 4 SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM. MAINTENANCE
~ EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING UP REEERTILIZE THE FOLLOWING APR. WITH 50 LB~ACRE NITROGEN REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONES A YEAR. WHERE A NEAT
THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FT. DEEP AND 2 FT. APPEARANCE 1S DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED,
WIDE WITH 1:1 SIDE S_O~ES.
4. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. CONSTRUCTION SEQUENCE
5. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH 1. OBTAIN COPY OF ALL PERMITS. CONDUCT PRE-CONSTRUCI TEMPORARY SEEDING 12/1 - 4/15 PRE-CONSTRUCTION MEETING ON SITE WITH NC DEPARTMENT OF SPECIES RATE LB ACRE
OF 3 FT. AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SI ~ ~ LAND QUALITY SECTION. KOBE LESPEDEZA 50 gY
SECTION. ' NO. DATE REVISION DESCRIPTION
1INIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH AS SHOWN ON THE PLANS 2. FLAG LIMIT OF CLEARING. CKD OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
6. CONSTRUCT THE 1 , WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER-FILLED EMBANKMENT. KEEP THE EXTEND BEYOND JUNE.
SI"~ OF THE SPILLWAY OUTLET STRUCTURE AT F MINIMUM OF 21 INCHES. THE 3. REMOVE CONTAMINATED WETLAND SEDIMOTS WITHIN 1D FE 3 THICKNESS OF THE _ ~~S CAPPED. INSTALL ROCK DAM AT INLET OF EXISTING 18" C ~'S WITHIN 1D FEET OF ROCK DAM AND FLACE ON TOP OF AREA TO BE
a WEIR MUST BE LEUE~~ AND CONSTRUCTED TO GRADE TO ASSURE DESGN CAPABILITY. EXISTING 18" CMP. SOIL AMENDMENTS
w 4. INSTALL ALL SILT FENCE. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2 000 LB ACRE JAMES LANDFI~~
~ 7. MATERIAL USED Iti THE STONE SECTION SHALL BE WELL-GRADED MIXTURE W11H A d50 SIZE OF 9 GROUND AGRICULTURAL LIMESTONE AND 750 LB ACRE 10-10-10 ODD LUMBERTON RD. ~ US HWY 74 FERTILIZER.
~ 1CHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND 1 MAXIMUM STONE SIZE OF 14 STALL TEMPORARY DIVERSION DITCH ~1 TO TEMPORARY SEDIMENT TRAP.
~ INCHES. THE STONE ti%!AT~ BE MACHINE PLACED AND THE SMALLER S10NES WORKED INTO THE VOIDS 5. INSTALL TEMPORARY SEDIMENT TRAP . INSTALL TEMPORAF OF THE LARGER STONES. THE STONE SNAU_ BE HARD, ANGULAR, AM HIGHLY WEATHER-RESISTANT. ~AURINBURG NORTH CAROLINA MULCH '
3 6. COMPLETE SITE CLEARING. APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT,
° 0 8. ENSURE THAT THE ~ C'vE SP_LWAY Ou'TLET SECTION EXTENDS DON~NSTREAM PAST THE TOE OF THE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
EMBANKMENT UNTIL S1AB~E CG~dDIT10NS .ARE REACHED AND CUTLET VELOCITY IS ACCEPTABLE FOR THE 7. INSTALL TEMPORARY DIVERSION DITCH ~2. U NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
o RECEIVING STREAM. KEEr THE EDGES OF 'HE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING .RN SIDE OE FILL AREA. INSTALL CHECK DAMS. MAINTENANCE
GROUND AND SHAPE ~H_ CEN~E? TO CONFINE THE OVERFLOW STREAH. 8. CONSTRUCT PERMANENT DITCH ON SOUTHERN SIDE OF FI ~,a cc -n ,T, ~ A~ 9. REGRADE WASTE. ° REEERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REEERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. EROSION AND S EDIMENT CONTRO
a 9. DIRECT EMERGEN,, B A,,,, ~ Nh ~ ~R STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW DISTURBED AREA WILL NOT DAMAGE TAE =~,dBANK6"ENT. L
10. REMOVE REMAINING CONTAMINATED SEDIMENTS FROM WETU NTS FROM WETLANDS AND STREAM CHANNEL AND PLACE FOUNDATION TEMPORARY I 4 1 - DETAILS AND NOTES SEED NG 5 8~
10. STABILIZE THE Eh1BA'~~KMEP,' AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWN- LAYER. RECONSTRUCT WETLANDS AND STREAM CHANNEL T STREAM FROM THE TRAP ~,MMED'~A'E~Y AEfER CONSTRUCTION. .AM CHANNEL TO PRE-EXISTING GRADES. SPECI ES RATE (LB~ACRE)
11. INSTALL SILT FENCE DOWN GRADIENT OOM GABION WALL. 9 GABION WALL CONSTRUCT GABION WALL. GERMAN MILLET 50
°
IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY BE
o ~ 12. PLACE GEOMEMBRANE AND GEOTEXTILE. A A SUBSTITUTED AT A RATE OF 50 LB~ACRE.
13. PLACE PROTECTIVE COVER LAYER. SOIL AMENDMENTS ~
L 3 4 '~o N.T.S. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB~ACRE
14. PLACE VEGETATIVE LAYER. a~ o ° GROUND AGRICULTURAL LIMESTONE AND 750 LB~ACRE 10-10-10
15, INSTALL PERMANENT SEEDING MULCH SOIL AMENDMENTS L AMENDMENTS ON ALL DISTURBED AREAS. FERTILIZER.
~ AREAS TO BE DISTURBED CUT, FILLED, ETC.) ~o
~ ° ~ 18-INCH CM? CULVERT ~ ° a ~ ° a ° o~ 16, WHEN VEGETATION IS STABILIZED SCHEDULE INSPEC110N W E INSPEC110N WITH NC DEPARTMENT OF ENVIRONMENT AND NATURAL MULCH 1131 Benfield Boulevard, Suite A
° ° FLOOD STORAGE ZONE ° ~`V F~ RESOURCES, LAND QUALITY SECTION. UPON APPROVAL, REI 1 APPR VA U T FUICES I T F ~ T APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, Millersville, Maryland 21 108 0 L, REMO E ALL EMPORARY D~ , SL ENCE, FL ERS, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADE - _
° `P ~ n ~ ETC, SMOOTH GRADE AND BLEND IN TO ADJOINING AREAS ~ ° 'a ° i SEDIMENT STORAGE ZONE ~ )JOINING AREAS AND SEED ANY REMAINING DISTURBED AREAS. S SST NEARLY Tel [phone] Fax [phone] STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
1. ~ / ° ooQo~cQoo ° ~ % ~ 9 ~ C Oo o po C 0~ a MAINTENANCE PLAN
a i ° ~ 8g ° MAINTENANCE
° LOW ~ NATURAL GROUND ~ 0 ,oOoGQo0~Qo0 ~ oo 1. INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAID ~ 1~ o Oo0 oc0 0 , AFTER EACH RAINFALL EVENT. REEERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REEERTILIZE
1 ~ ° ~ ~ ° 2.5 (MIN) ' 8 8g 8 , ° AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. r ~;r ~r
~ ~ 1~:'''0(]~00 ~ ~ - _ _ _ _ _ FLOK ~ ° DO C0 ~ 0000 ° 2. STONE FILTERS TEMPORARY SEDIMENT TRAPS: REMOVE ~ 1 RAPS: REMOU DIM T H IT H A" T ~d E SE EN WEN AS ~CUMULA ED TO ONE HALF THE
ii NOTE: DIM ARE MINIMUM - - - - - - - - _ _ PIT DEPTH. REPLACE GRAVEL ON FILTER AFTER SEDIMENT FTER SEDIMENT 1S REMOVED, REPAIR ANl ERODED AREAS ALONG SIDE TEMPORARY SEEDING 815 - 1230 SAY ~ Q
a o ACCEPTABLE UNLESS I „ T OF FILTER. ° ° OTHERWISE NOTED. ~ °EO~EXTI~E UNDERLINER I RIP RAP X003 SPECIES RATE (LB~ACRE)
FILTER BERM CLASS ~ ~ C~_ASS ' RJR RAP WA H T N . 3. SILT FENCE: REPLACE ANY FABRIC THAT HAS COLLAPSED, I (#5 S ED S O E 4S COLLAPSED TORN DECOMPOSED OR BECOME INEFFECTIVE, REMOVE RYE (GRAIN} 120
I 1' THICK X 3' HIGH MIN. SEDIMENT WHEN DEPTH REACHES SIX INCHES. ~ . . P 4 p IES.
d5 ~~ASHED STONE ~
~ Mak. SEDIMENT DERT~+ t2') 4. TEMPORARY DIVERSION DITCHES: REMOVE SEDIMENT FROM SEDIMENT FROM FLOW AREA AND REPAIR DITCH TO MAINTAIN FLOW AFTER SOIL AMENDMENTS
(CLEAN OUT POINT) 18-INCH CMP CULVERT EACH RAINFALL. FOLLOW SOIL TEST OR APPLY 2,000 LB~ACRE GROUND AGRICULTUR,4E PROJECT MANAGER DEPARTMENT MANAGER LIMESTONE AND 1,000 LB~ACRE 10-10-10 FERTILIZER. PM JCL DM ,JLH
5. SEEDING: INSPECT AFTER EACH RAINFALL AND REAPPLY S TIU~ .ND REAPPLY SEED, MULCH, AND FERTIU-ER TO ALL FAILED AREAS. LEAD DESIGN PROF. CHECKED MULCH
o ~ SEC ~ o NTS SLOPES, INSPECT AFTER EACH RAINFALL. FILL AND REGRA[ ~IEL AND REGRADE RUITED AREAS, REMC1 E SEDIMENT FROM BOTTOM OF APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, LD AJO CB JCL
~ SLOPES, RESEED AND APPLY MULCH AND FERTILIZER. FERTILIZER. NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. DRAWN DATE
_ T~'~,TPnR A RV R(~~'l~ ru~'(~'u Tl n 11~i r OR JF~ n~-~4-n3
w 1 LIIY11 \11b1116 1 1L V k-lI V11LI V11 1.1r11V1 C L E MAINTENANCE
~ o > z REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 PROJECT NUMBER DRAWING NUMBER
~34 N.T.S. LB/ACRE NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND -EMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LES-EDEZA IN
LATE FEBRUARY OR EARLY MARCH.

CONTRACT SHEET
1 °F 21
CITY OF GRE ENGINEERING & INSPEC ENGINEERIN SAN[TARY SEWER OUTF INDEX OF SHE \1\\~.\ r \ COVER SHEET
City of Greensboro Underground
Locates Inforrnatlon/Requests ~
COG Water flesources Dept._373-2033
GDOT Traf f is Signal _ -373-2606
COG/Guilford Co, Telecom _ 373-2084
COG Water Supp ly_ _ _ - _373-5855
Tanks/Treatment Plahts GDOT Storm Water._ _ _ _ _ 373-2569
MUS r
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BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949
1
CITY OF GREENS90R0
ENGINEERING DESIGN DIVISION
Existing Manhole i/B" (labeled) Q
Proposed Manhole i/B"
Telecommunications Manhole 1/B" (labeled)
i~( 1 (P- 3711C) GALLIMORE DAIl2Y ROAD - !!'j;'i h FROM NEW LIFT STATION N r Exist. Curb Inlet 5/32"-5/64"
~ Prop. Curb Inlet 5/32"-5/64" OD
Telephone Booth 3/16'-5/i6" 4
~ Exist, Tele hone Or Power Pole 3 32' -o- P /
Prop, Telephone Or Power Pole 3/32"
City Of Greensboro Signal Pole 3/32" (labeled) ~
Guy Wire 3/32" v
Exist. Hydrant 3/32" .Q
'S Prop. Hydrant 3/32'
~ ~ ~i ~ ~P- 37llB) GALLIMORE DAIRY ROAD - LIFT STATION TO CHIMNEY ,I i;, , (P- 3711A) GALLIMORE DAIRY ROAD - ,I Water Valve 3/32' (labeled) ~
Traffic Er '-?eering Signa] Box 5/64' (3~oc
Gas Valve 3/32' ~
Grate or Drop Inlet (D.I.) 3/32'
~ Right Of Way Monument 3/32' ~
I,; ~ CHIMNEY ROCK RD. TO CHI il' ICI ~ ~ (p_ 3711) GALLIMORE DAIRY ROAD - CHIMNEY ROCK CT TO S. BL1 - .i Iron Pipe 3/64' oE,P
Meter 5/64'
Electrical Outlet 5/64" (labeled) SELECT.
Telecommunications Bax Or Pedestal 5/64' (labeled).....,... ~
Exist. Precise Traverse Point 7/64" (labeled) ~To
SB" Or Less Tree i/4" (labeled)........ 10~
Over 20" Tree 5/i6' (labeled),..,....,. r .f,..
Shrub 5/32'
N/n~,~ 4lF_;, ~ Clean Out i/i6"-i/32" (labeled) o y,rl q ~ ?C. 0.
I°T'~ Pole 3 32' labeled ® L'Gi
M / ( AR
Wheelchair Ramp (City Of Greensboro Std. 1418) wcp ?oa3
J9 Control Of Access Line 5/i6" Q U A(
S st, Water Line labeled - ( ) - Cr w
li ~ Prop. Water Line (labeled) „
GIN
BE Exist. Sanitary 5ewer (labeled) S P-371i
N' ~I~ ~ ~ ~ c-3~if~ Prop. Sanitary Sewer (labeled)
exist. Ri ht Of Wa 9 Y• GGETT RD eIG T
o ~ M Proposed Margin
0 0" Ar rN~ ¢ a0 Easement (labeled) - - - - -
NSTAI N o~ s. • • F 90 ; ~ oQ Temporary Construction Easement... ~E_
I ' N 0~~ 21 Exist. Dirt Street. i
11 I ~xsr sw noeo ac,~ ~ ~rL-- a Exist. Payment V.~._ vn. o
I ° Exist. Curb labeled - - - - - lT~ ( ) S
\~a sirE z ~ ~ Po ~ srre 3 III ~ ~ a ' Exist. Curb & Gutter labeled _ IEY ENTE BLVD m ( ) '
i,' p, ~ : ? N ~ , Prop. Curb & Gutter (shaded & labeled) ~
w mm ~ Qm a ~ o ~ Survey Line -_,o/
~ rQ \
- III - ~N Slope Line. H - - z
17 center Line i8
\ \ I ~ IVY HORNADAY RD 1 g Exist. Storm 5ewer (labeled) ~"e ~ ~ HDRNADAY qp ~"1~ 1
• SR l67B ' a ' TF~ Prop. Storm Sewer (labeled) . .
r T4T SR ts78 r% F ao Gas Line (labeled) G -
' p Transmission Line 6 Tower
h I Q '
~o Underground Telecommunication Cable (labeled) - T
o" EX. 20" SAN. SEWER Underground Power Line . . . . . .
FORCE MAIN P37iiD EX. i6 JAMESTOWN ROAD ' o Fence (labeled)........ X ~ . . - - oQ SANITARY SEWER OUTFACE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
lid I~ zo'a. xEAS'" ~ 0Q N Reilro
~ v II ¢ Bridge (Prop. Solid & Exist. Broken)
N Box Culvert (Prop. Solid 6 Exist. Broken)
Guard Rail
V l-'~---- wENDDVER AVE Hedoes Or Bushes (laheledl nr'vm
SR 154!
Woods Line ..................................................fn~~
Exist. House
VICINITY MAP NTS Temporary Silt Fence
Erosion Control Device (COG Std. No. 215 6 432)
BID DATE:
nwow

r -7-~-- - - - ~ - -r- Q v 1
r r ~ ~Q- TEMP. ~ ~ TEMP. 5EDIMENT BASI o I ~ CONTF~ACT SH -T ~ EE
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Q ~ ~ ` I Q ~ ~ (c! ' A ~ ~ !NV ~ ~ ~ CL-94-7001-IU~5-P~0 39 ~1 ! \ ROA 8~2 ~ ~P~
Q~r ~ ~ ~ ~ r i ~ ~ r ~ ~ r ~ ~0 4 P S'~N/ OSFp l ~ TIME
~ ~ ~ rqR ~o~~ - ~ waRNER ~ OR r C 1', SF ,A ,vAUET oc ~
' JOHN A DOBBS & WILLIAM F. WICKER ~ i ~ o ~ ~ S E r DB 4311 PG 819 ~P ~Q ~ CR~ ' V _ ~
r r ACL-94-001-1025 5 o Q' o~ Q~ COG; 213 2~ ;~r r z i ~ L7 ~
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/ R PIPE / / ~ 31 F~ ~ i i ~ o ~ ~ ~ ~ ~ ORK' G ~ ~I
Q / w ~ /j ~ ~ NOTES: ~ h Q Q u a ~ ~ r e ~ ~
~ r ~ h ~ ~ ~ CORE & INSTALL NEW L]NE WITH PLUG TO BE , r s ~ ~,=~'o ~ p ~6. ~ I ~ - ~ / i ~ 4 _ _ - _ , / ,
i ~ ~,y2z _ ; REMOVED AT SUCH TIME AS CITY ABANDONS i i ~ r~ ~ ~ kJ ~ ~ ~
OLD STATION. Q ~ s' ~ o,~°~ Q ~2~,m~, / , ME OG/ ' o ~ ~ ~ ' ~ ~ .
2. CUT & PLUG TO BE COORDINATED WITH CITY r o - - 't VAUtT - • . 1c. 5 I
TAT ~r 1r MH 14 ~ , ~k AT SUCH TIME AS EXISTING S ION IS _ - I 1 TEMPORARY CHANNEL 3+65.51 - - - 5R. - ~ NOT JN- o _ -
ABANDONED. } - ~ CROSSING -COG STD. 213/214 0 + i ~ o C F ~ I _ _
~ . , ~,t~fi , ~ ~ EXIST]NG S i0 FOR PIPE---~'-~ 0 x ~
r 1 ~ I i~ , MH I _
1 ~ - x t5_RC~ TO BE ABANDONED - _ EXISTING MH - - ~
M H 15 ' ' ~ - - - ~ _ STABILIZ~'D
_ " 0 1 0 ~ _ ~ 7+46.42 V + - - ~ CONSTRUCTION ~ ~
- --y- - - i R W ~ i o _ _ ~ ~ ENTRANCE ~
r ~ - ~EXISTI G 8" SANITARY p ° - '1"---~- SE R LINE r- o , r. OP , , -
~ OSED 8 - _ - - EXISTING TO BE ABANDONED ~ ~ PROP i x EWER ~ ~ - - ~ 15 ~ ~ J _ EX ,
SANITARY S E.LP. - ~ _ ~ MH CUT & PLUG EXISTING 8 SANITARY SEWER CoG STD. 210 . - - Il _ ~ ~ ~
ss ss ss ss ss ss - ss - - ~s _ EXISTING 8 SANITARY, SEWER LINE , , FXISTI 8" SANIT ~ " _ - - - - P ~
_ ® Ez. vA~~vE , A SEWER LINE _ - ~ ?0 BE ABANDONE~1 r ~C1 BE ABANDON D - ~ - ~ 4 i - _ r C~ P
- _ 2~ I f ~ '2- ~ Ex ~
CUT & PLUG ~ FK , ~ i
X STN ~ ~ ~ CUT & P UG / E 1 I G , COG STD. 210 i ~ ~ ~ ~ a~ vE
L MH COG STD. 210 / ~ ~ ~ '
TO BE ABANDON i ~ ~ ~ / II
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a WILLIAM E. MITCHELL ASSOCIATES REVISIONS TYPE CONTRACT CONTRACTOR AS-f TOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P -3711-C CITY OF
m 1-19-99 SHOW EXIST. STORM GREENSBORO
CIVIL ENGINEERING • SURVEYING • LAND PLANNING RAIN THROUGH SITE ROADWAY DESIGNED BY ENGINEERING DIVISION
125S-11-03 ELM STREET -11-03 COG COMMENTS SUITE 100-B SEWER 0 CONST. SURVEY BY SHEET NO.
co GREENSBORO, NC 27401 [phone] WATER GALLIMORE DAIRY ROAD O.F. _ CHECKED BY NEW LIFT STATION NORTH FROM 1 OF 5
Q
SIDEWALK SCALE: 1"=40' HOR. 1"=4' VERT. 30" O.F. WEST 746'

8-30
�N
W
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CITY OF GREENSBORO STANDARD SPECIFICATIONS FOR
WATER LINE AND SEWER LINE CONSTRUCTION UNLESS
OTHERWISE NOTED ON PLANS.
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JAMES NOEL STD. SEDIMENTATION CONTROL 170.99 FRANCES L SILER FRANCES L SILER
715 CHIMNEY ROCK ROAD FOR CROSSING STREAMS 94-7031-A-996-26 ` 705 CHIMNEY ROCK ROAD 701 CHIMNEY ROCK ROAD
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DURING & AFTER CONST., USE FRANCES L SILER
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LINE CHANNEL WITH CLASS II D.B. 2447 PG. 204
STA. 31+72 STA. 33+25 STA. 34+2 STA. 34+31 STA. 36+79 TEMPORARY STONE STA. 39+06 STA. 39+24 STA. 41+40
RIP -RAP TO TEMP. EASEMENT 29.75' RT. 30.04' RT. 36.50' RT.
24.10' RT. 22.82' RT. 25.86' 21.61' RT. 1 41.02' RT. = DITCH CHECK, COG I
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REVISIONS
X
°
F.
;
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
RUTH. DATE. BENCH MARKS
JOB NO.
P-3711Af
I1Y OF GREENSBORO
ROADWAY
. STATE POINT CITGO ELEV:
895.24
DESIGNED 11-15-98
BYDWB/BHO
ENGINEERING DIVISION
SEWER
.
1999-03
_ _ _
_ - _
12-04-98 `E.BOLT HYD -A GALLIMORE
p- - _-------_-. -___
DAIRY RD
___..
875.89 DETAILED I0-15-96
_
BY TDL/HG'
GA I-BIORE DAIRY LIFT STATION FORCE MAIN
SHEET NO.
WATER
E.BOLT HYD -B GALLIMORE
DAIRY RD
CHECKED
BY
CHIMNEY ROCK ROAD
4 OF 9
SIDEWALK
Y& CHIMNEY ROCK RD ELEV:
826.09
SCALE: 1' _
40'
4
GALLIMORE DAIRY ROAD TO CHIMNEY ROCK COURT
i4 Mar 2003 14:16:44 G:\eng4\Gallimore Da Rd LSFM-3711A\T0P0.pro

_ < . STA. 8%+51.
f 34.x'' '~T. ' - - J i
9N ALL CONSTRUCTION SHA O 5TRUCTION SHALL BE IN ACCORDANCE WITH THE ~ 1 5 2 4
907 77 I CITY OF GREENSBORO 5 94-7031-959-7 WATER LINE AND SEWER f~ENSBORO STANDARD SPECIFICATIONS FOR
~ RAFFERTY-BROWN DF NORTH CAOLINA ~ OTHERWISE NOTED ON P INE AND SEWER LINE CONSTRUCTION UNLESS ~ SE NOTED ON PLANS.
426 CHIMNEY ROCK ROAD ~ n D.B. 3412 PG. 2153 ~
~ D.B. 1998 Pu. 645 P,/W i
Q ~ 10N 841.23' W ~
94-7031-959-18 J ~ ~ Q ~ ~
LIBERTY HARDWARE W I gMASCO U ~
Z i 324 CHIMNEY ROCK RDAD ~ I
~ D.B. 4619 PG. 680 J 2 O ~ O ~
U I ? i~ 1 n ~ r
F- Q I ~ ~ ~
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_ r a~ E ail' Q ,Fq~__,___.__ _ OC FCC, FOC F- _ _ F~ ~ ~ / 1 I F C _ FOC -rOC
77 _ f~ v-- ~e A - _ _ ~ C IMNEY _ _ ",~Q 7g _ _ ~,Q~K ~QQ~ SR #1554 =f~C v--~.---v--v--C' - -CC--_rOC--~_ FOC ,,-~r~' s~,~-'~`-~~ 1 #1554 v -V--v-~ v---~,--- v-- _ FoC----.-_ C--~ ~ \ `ii ti
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',T s COG STD.N0.2l6 ~ I ~ 2 S~ s !0' TEMPORARY SILT FENCE OPEN CUT ~ za"TEN E ~ E E - ~ y r CASEMENT ~ E ~ . re~evHar+e ~
1` CONSTRUCTION COG STO.N0.216 REPAIR DETAIL ~ I E ~ ~ I L I I ii
~'C STD. SED. CONTRO EASEMENT !95 COG STD. N0. !07 ~I PROPOSED 20' FORCE MAIN E ~ T' I. f07 1 E 88 i I
DRAINAGE L FOR CROSSING 1~ T DITCHES OR STREAMS. USE COG STD. N0. S 2i3 AND 422. r ~ 11 ~ I I
30 SY RIP-RAP, 26 'x !8 'x !.5' ~I II ~ TE E ~S M I
G A T COMBINATION AIR VA Mp FAS AjNT n / CUUM RELEASE VALVE EASE ~ eoNS FMFN ~ = GITY OF GREENSBORO STD ~ 2Si (CRISPIN UNIVERSAL MFNT r' E T I
H MODEL N0. US20SB OR EQUAL) MANHOLE STA 87+80.22 i
s s ~ PROP 90 ' BEND ~ 3 z ~ Z
31S 500' ~ N ~ m~ ' m I
94-7031-958-8 Q MARTIN-MARIETTA AGGREGATE O o ~ I ~ a ~ I
CHIMNEY ROCK LOCATION Q Q ¢ ~ ~
? CHIMNEY ROCK ROAD ~ h I ~ J ¢ ~ O I
h ti h o ~ v ~ i n I ti
TEMPORARY STONE I ~ I I z z I
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Q STD. N0. 215 Q o o i n 0 o PROPOSED 20 F/M ~ O I
+ + ~ C
m m ~ I ~ I ~ ~ I
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STA. 78+95 STA. 79+95 STA. 80+99 STA. 81+02 STA. 83+32 A. 83+32 STA. 84+20 STA. 84+66 STA. 84+90 ~ ~ I
29.61' RT. 19.76' RT. 32.37' RT. 27.86' RT. 28.72 RT, .86' RT. 66.04' RT. 26.09' RT. 24,76' RT. Q Q ~ I I
PDP F.H. PDP PDP PDP PUP P PDP ~ ~ i PD F.H. N N ~ ,i r
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REVISION TYPE CONTRACT CONTRACTOR AS- TOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P -3711A CITY 1 GREENSBORO
ROADWAY K- STATE PRINT CITGO ELEV: 895.24 DESIGNED 11-15-98 BYDWB BNO ~~iNG DIVISION
SEWER 1999-03 E.BOLT HYD-A GALLIMORE DAIRY RD 875.89 SHEET NO. 12-04-97 DETAILED 10- 15-98 BY TDL/HC GALLIMORE DAY LIFT STATION FORCE MAIN IR
WATER E.BOLT HYD-8 GALLIMORE DAIRY RD CHECKED BY _ CHIMNEY ROCK ROAD OF
SIDEWALK 6 CHIMNEY ROCK RD ELEV: 826.09 - SCALE. 1 ~0 GALLIMORE DAIRY ROAD TO CHIMNEY ROCK COURT -
14 Mar 2003 14:32:16 G: \eng4,Gallimore Da Rd LSFM-371lA\T0Pu.pro

I I
II II II II II Vl II CONTRACT SHEET
WB -WATER BAA I I I I II it ' II 11
I II ~ II I ' 22 OF 22 1 86331 i t I I I
COMPACTED I I I I I I MIN SOIL 1 II II 1. ~ II II i ~ I I 11
1 II it 1 ~ II II
I 5008 11 II
tow F _ 18" II II II
3? MIN . _ - ' _ I I I I i -Ii ui i_- iii i i II II II 11
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s' ryP I 11 II I II II m 1 1
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WATER BAR DETAIL 1 I ssi~ ~1 II 11 n
1 27N i I ~ woods EIP II ~ WOODS II ^ 11 v ~ V1
- - PERCY H SEARS, SR., II ~ II ~QP~ 11 ~ I1 ~F ~ ~ 11
p GLADYS S SEARS I I J I I ~~J - - EI EIP ° EIp C/0 MARCIA S. BEGAN, EXEC. II ii o ' o~ ~ 1 i I 11
- - TMN 1-28-D-893-16 (2) II it p~PO ~P° P~Po ° F"d I 11 APO ~ W 1 m 11
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~D 11 II< 11 11 P~ I ~ OA
EIp ~ p I JP ----e---- II i ~ I1 ll woods Q i 1 11
N~ EIp BENT II II I X90 ~ to ~ II II ~ 11 J 11
PROP, CREEK CROS5ING ~ ~ 9 ~ o - ~ ° = II II 93LF 36" STEEL 11 11
G STD. X213 I ~ Z + 93L1 CO ~ cn --i \ ~ co II I 69 SY CLASS I RIP RAP I ~~3 m ~ ~ II ~ I ENCA+ . 11 11 ENCASEMENT PIPE 11 11
y a ~ I 36 CMP x ~ o II II ~ BEG m ml\ s 11 END
m m , wooDS w ~D N I II II < i CLE BEGIN ,1 s 11 1 CLEAR & GRUB CLEAR 6 GRUB I 11 11 1 STA. 93+71.43
CONVERT TO COG STD.~214 3 PROP. 24" DIP I II ' II I STA STA. 92+11.27 I 11 11
Y~ SANITARY I II 11 PROP . MH 12 x36' l _
^ E ~ SEWER LINE ~ I 11 TEMP. SEDIMENT BASIN E AREA DIST. = 0.30 AC ~ ~ E - E ` I I II I 11 11 STA. 93+51.50 - BORE PIT 11 STA. 185+01.20
31'Lx6'Wx3'D M ~ ~ E E a 5(I \ (S. BUFFALO 0/F)
12.0' WEIR SEE DETAIL) I II I 1 1 o \1 1
_ _ ~ _ _ WOODS _ _ 50334 SS B9 ~ - _ > ; ~ sfi, ~ 11 1 \
5 ss ` 11 II E DB --,~-08 _D V cn x I l l ~ 1 s11 1 \
B- DB SS _ ~I I 1 \ 11
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q. M woods o II 11 r ~o \ \
y z ~ \ ) e6` N F, CREEK • ~ - ! + I I r X5 --I Ul r p --1 I I U - goo \ TEMP. SILT BASIN TYPE "B" ~ ~ \ NCOOT STD. 11630.02
I I EX.15'SAN. I 60" I 3 '9~ F O SEWER ESM'T ~ \ ~ =OMB ~ 3 m ~ \ AREA DIST. = 0.06AC
` (NE LINE ONLY i _ 5 m ~
~P~ 3~om ~ ~ ~ _ ~I sea • • o 1 \ ~ _i ® 0 ~ \
~ 25N • ~ 3 ~ TEMP. SILT BASIN YPE B i ' 3 NCDOT STD . # 1630.0 ~ , I I I . I woods x946 \ PROP. CREEK CR05SING 1 I 29
Po ~ ' _ I I 11 ® o KAY F BOYD AREA DIST. , - 0.36AC ~ 1 ~ 1 P TMN i-28-D-893-18 (2) 27' Lx8' Wx3 D 11 1 I COG STD. 1213
• (PROPERTY CONDEMNATION) 1 11 I1 I 101 SY CLASS I RIP RAP PIERCE-RO 36" CMP
5 26N 11 TEMP AIL BASIN I ~ TEMP. CONSTRUCTION EN ANCE ~~L BASIN TYPE B \ TMN 615 4-
P 11 CDOT 1ST ~ 16 ~ COG STD. X217 11 REA D111ST = 0. ' IST ~ 1630.02 \ = 0.05AC \ CONVERT TO COG STD. #214 DEIST \
1 ~ I PERCY H 5EARS, SR., ~ , GLADYS S SEARS 11 LX6 Wk3 . Wk3 \
~ C/0 MARCIA S. BEGAN, EXEC. ' - 11 TMN i 28 D 893-i7 (2) N 11 \ \ \
11 ~ 11 I1 28N ~ , s DO NOT USE FOR 1
C ~ 1 $ 1 EX. JA~~ 1 11 TOWN 1 ~ 1 CI 1 I \ 11 CONSTRUCTION
ROAD 1 SANI'I' 8 ARY SE 11 TM 6 1 1 m AS S00 n UTF 1 1 X00 N A ALL S PRO BE AB 9 11 11 1CITY OF GREENSBOR01 1 TMN 1 28 D 893 66 \
POSED 24 ANDO S NED 1 ANTT 1 ARY SE U WER - 11 G EX. 3711 I 11 11 \ 50~
INVER 1 TS PUT IN 1 DUKE POWER AND SER VICE 11 MANHO _ LES AS 1 11 ~ CITY OF GREENSBORO STANDARDS NOTE:
D 1 TRANS. TOWER - B 11 ENG 1 IlVEER 1 11 11 All construction shall be in accordance
# 146 - - 11 11 1\ with City of Greensboro Standard Spec- ifications for Nater Line and Sewer Line
EIP ~ - 11 1\ ~ 1 11 11 ~ s,~ Construction unless otherwise noted.
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i ~ ~ ~ C ~ -I -f ~ - ~ . ~ " ~ ~ ' ~ ' - --I L_ i i ~ ~ ~ i i i ! i , ~ ~ ~ ~ ~ ~ i 1-" ~ - 1- - - - j - ~ ~ -r- I , rt i rt.-~ ~ i ~ r ~ -x-- f ~ I ~ I 1 ~ i I ~ I I i I ~ I, i i ~ i ~ ~ :Ck Z I J I ~ _ _ _ _ ~ ~ ~ ~ I I I I ~ i 1 _ _ - _ _ _ _ _ _ L___._ _ . _ -3}- -r T _ ~ _ - _ _ _ i _ _ - I}--- I - ' - ~ I f 1Z1?~(~' i~ I I I I I I I ~ I I I ~ 11 I ~ I I I ~ l) ~ I I ~ ~ ' ~ I i I I ~ ~ I. ~ ~ ~ I ~
! i I ~ I ~ ~ ~ i I ~ ~ ' ( ~ I ~ " i ~ ~ { j I i ~ i i i ! I I W H I_ i ~ i i _i I r r~ I O I - ~ ~ ~ I ~ I I, ,
i + ~ i~ I i i I ~ i I ~ ~ ~ I I + I I i i , ~ i! 1 i i I i I I ~ i ~ ~ i ~ r i I I I! i ~ j ~ I~ I 1 j I ~ ~ I ~ ~ ~ ( ~ I( I ~ ~I II I I ~ I i I - - - - - - - -
i r i 7 i ~ i ~ ~ ~ r i ; I + + i -T- i ~ + i I I i i i ~ i ~ ~ I + ' i~ T ! I C I " I I~ i ~ i i I i I I~~~ I ~ I I I i i ~ ! I I~, I I I I ~I~ r I I I H~ ~ I I ~ I i ~ I , ~ ~ i ~ i I I ~ ! 11 I I ~ L----I- ' ~ I I I I
_ _ i ~ ~ I w~ as I I ~ I ; 7 ; I I ! ~ , ~ ~ ~ I I I ~ I ~ I ~ i I i
i ¢t~, I I I - - - - - - -+---I ~ - - - ~ i ~ I I I I i
( r 1 i 1 I~ ~ ! " ~ i ~ i i i ~ I C I i i 1 I i ~ ~ I ~f ~ I ~ ~ ~ ~ ~ ~ ~ i I i i ; i I i - ( ;
- I I i I ~ I I ~ ~ ~ ~ I i I ~ i i~ i i 1 i ; I ! i ~ ~ 1 , i i i i` i ~ 1 f i f I i i i ~ i i + i I I ~ I I ~ I j ) ~ i I ~ i I ! ~ I I I I ~ I
i I . w w n H ~ n n f1 A A A
86+00 87+00 68+00 89+U0 9U+UU y1+UU ye+UU ie+vu y~TVU Z)9Tt7V
REVISIONS TYPE CONTRACT CONTRACTOR A FACTOR AS-BUILT AUTH. DATE BENCH MARKS DATUM NAVD88 JOB NO. P -3711 CITY OF GREENSBORO
ROADWAY TBM N RIM SAN MH ON EMBANKMENT S DESIGNED 12/14/98 BY GCE ENGINEERING DIVISION
1999-03 SEWER 12/4/97 OF I-40 ELEV = 897.68 DETAILED03/09/99 BY MPK GALLIMORE DAIRY ROAD SHEET NO.
WATER TBM N RIM SAN MH BELOW EMBANKMENT CHECKED 1/7/99 BY RSG
- LIFr STAnON FORCE MAIN F 6 O 6 N OF I-40 ELEV = 679.33 SCALE: 1" = 40' CHIMNEY ROCK COURT TO SOUTH BUFFALO OUTFALL
SIDEWALK 28 Feb 2003 18:36:12 G:\eng3\1Proyects\P3711-06 Ga111more0airy LSFM\Ga111moreDairy-new.Dro FINAL6.PLT

copyright ©2003
.J-CJ ~I -2~.W/L =_=i\W.~~I_v.~3W.~VE=~~IL.y.-d~}VJ4\N IL~.W~N_.uf_V ~IL~4lk --~W~~I.y.
0 -6 /VEGETATIVE LAYER VEGETATIVE LAYER VA VA VA VA \ ~ ~ ~ V~ VA VA VA VA 1VE LAYER
\~/A~/A~/A~/A~/~~/~~/~~/~~/~~/~~/A~/A~/A~/A~/ / / / / / / / / / / / / / / /
PROTECTIVE COVE ~ECTIVE COVER LAYER
FOUNDATION LAYER
1'-0" PROTECTIVE COVER LAYER FOUNDATION 611 i ~i
DRAINAGE LAYER 1',x,1 i~ 8-OZ NONWOVEN GEOTEXTILE
8-oZ NONWOVEN iy`' G EOTE XTI LE ~~`~~`i
1'~ ~i~i 1 ~ il[i ~i~,~ w_ ~i ~i~,~
0 „ > ~ u~ ~i e~ ~`~.~-s < i-'• ' ~ D50 = 6" RIPRAP
~ v s w. ~1~Y ~ t ~ -v, 1-~1' ~ i m - t k ~1 a .p~'"mb~ ~ r< C' , R,, a , r Y -\k Y >f~ 1* 1 v~~'i \ LAS Y~~'~ w7.~ i h~l~ ",Y ,~~,r ,
r.~ ~°~.fi~ ~a;.`~sT 40 MIL. TEXTURED HDPE ,;~~~;.z~,;~, ,;~~a~-w.r~,,. -Y }-,~i'. `i~lA,'~ X,r ~~y~F~. >h~ ~i~.,~~'~~'J~~J"4Yi 1~•',r.~-~~~,~~; ,bf l.-6i r~ ~ ~ v: N ~ l, ? GEOMEMBRANE ~u~,~
.q'~`d^~' v~ .pwn ~~sl, as f=~<')'~v ~"i.v'w, ''tl`. y~.~ . 2v Gar: „~J ~ h S~rio~.%< a~~" >~I .1~. ~t~'~~','~-^° `^',5~. \~~y~~~.'~~J, .T .,~,\.F.`Y'I. ~„rr~~"T,t',a~ti~ sY^•Y'6+~:r~,~~~°'ifi"~'.\'.~/~' H ~~u~, CHANNEL
'~*"Z^ (f~^~ :1v f~~.~:n,', ,ail, ti >ro~ ~.4Yr~~'~;: ~4 1'-0" ~,.!v~ FOUNDATION LAYER ~~~;;v~~- 7 7
'Fj ~ = a*,' A ;'q:;yr~t..Tl ^~h+l l iV ,'.y 0^ ~~"t 1 ~ ~ ~a,}~~~:,,~..>~,!i.~~',~-~;,~: f,•v~*7;Fa~t~i<<Y.,~,?~~~~:``?c,~,.1~' !,Y,;,;~r::" 40-MIL. TEXTURED o ~ MIN. 1 0
'1~',' , ~ y~~,. ~ rb.". ~y ~ 1~'v;. q. w. ~ i :x ~~~,u~;~ ,,.tI,Y„-~~'~d ',I,~ t~4; ~~z> HDPE GEOMEMBRANE
+..~1~- fir' `,.a>,'x r i, y r~Y nv K~ ~S~•..r~4~~,cs~d=~i~C\%~'t:S'i;~<.,~r.,,~Z:,.`K~,r,:~~;'.,,'•~•~cY~,-v~;,,~`~N:~~, cY;~~~~,-~y~.,.i_
V l~ l V / V l V l~ l 1'-O" 8'-0"-~
~
( ~ < ~ WASTE 1'-0" STRUCTURAL FILL
~ ~ -EXISTING GRADE~FILL ~ ~ ~ ~ ~ ~ ~ ~ ~
APPROXIMATE NOTE:
~ ~ ~ ~ LIMIT OF WASTE 1. THIS DETAIL IS FOR TERMINATION OF THE COVER SYSTEM i`~~~ AREAS
EXCEPT WHERE GABON WALL IS LOCATE.
V c A ~V
6 7 6 7
N.T.S. N.T.S.
VEGETATIVE COVER

\
A /
A \
~~V 1 1 V TATIV AY R \ EGE E L E
/ /
vi ~~~1Y_ v , ivi vii ~i ~
vvvvvvv i
STRUCTURAL FILL OR
~ EXISTING SUBBGRADE
VEGETATIVE SAYER
A D E I Channel Side Slope C depth Bolton Top Wldth Slope Velocity Linin
9 Type (H:U) (ft) Width (ft) (ft) (fl~fl) (fl~s) T BY N0. DA E REVISION DESCRIPTION
1 4 1 1 9 0.01 2.0 VEGETATION ELEV. 188.5 CKD
J 2 4 1 1 9 6.035 3.1 VEGETATION 1'-0" J
3 4 1 1 9 0.01 1.4 VEGETATION ~ ~
4 4 1 1 9 0.035 3J VEGETATION D50 = 6" RIPRAP
3 5 4 1 1 9 0.01 1.9 VEGETATION ,,~~i~iv " ~ ~ ~~iiyi~iwi~ r ~~ii~i~-, O° ~O JAMES LANDFILL
;~y~~i~y~~i~ ~~~i' ~ 0 ~ 1 ,r~i~~i~~ 0 0(~ ELEV. 88 '-G" - OLD LUMBERTON RD. & US HWY 74
•pi~~i~~i~~i i~~ ~~i~y i~, ~ ~U a 0 0~~ 0~ W w ELEV. 188 ~ " x 2" WOOD
0 O~QO 0 0~~0 O ~ _ ,~l/~~~~~i~~~ ~ a0 a0 a0 Q 0 a o~ a ~ ~;~i~~~iu~~~i ~~~~i~~~iUi~yi~i~i~~ii i O 0 ~ 0,^ 0 LAURINBURG NORTH CAROLINA a a a >
- ~~i ~i~i~~i~iV~~i i~~ i , ~ U l~ U1 ~ 0 0 ~ ~ ~°0 °0
00 000 000 00 ~ oo boo boo 0 00 00
Z('YPICAL CHANNEL SECTION ~ ~o°°~o° o ~o°°~o° ~ °°~c a a Qao Q o Q o Qao Q o Qao N 0 0 0 0 0 0 0 o Sao Sao ~a o 0 0 0
O U ~ 0 000 000 000 000 000 000 000 ~ ~ I 000 000 000 00
N.T.S. 6 7 0 0 0 O o Oo o Oo 0 0 0 0~ ~o ~o ~ ~c a a a o Q O Qao Q O ~o 00 boo boo O Oo 00 ~~ao ~ o Qao Sao
0 0 0 0 W~ 0 0 0 °o ~ ~ ~ a ~ ~ ~ ~ W~ 0 0 0 ~ ~ °0 °0 ~ ~
a ~ ~ ~ ~ ~ O~ 0 o SECTI ONS AN D z
~Q
1'-0" 10'-0" - 2'-011 DETAILS
TRANSITION ZONE ELEV. 188.62 ZONE
0 J
0
0 U
7
N Q C ~p O i
A
M° 6 7 o ~ N.T.S. 6 ~ 1131 Benfield Boulevard, Suite A
o~ N Millersville, Maryland 21108
T ~ o / g -0~, ~ ~ Tel [phone] Fax [phone]
o~ 0 1 ~-0~,
a ~0 z GROUND SURFACE
o ~ ~ / ~ . A r~
~ D = 6" RIPRAP ° . ~ 50 4~/~:~ ~ flJ
~ 0 1 00 0 0 0 1 VARIES MAY o~ k
z VARIES ARIES NOTE:
L no~ o o~ n~Tod 0 0 "0 "0 o n. 4 WOOD STAKES SHALL FORMA ~ ~~i,,'~,
SQUARE CONFIGURATION WITH A ~ ~
MINIMUM SEPARATION DISTANCE OF 3
FEET AROUND EACH MOMTORING WELL. YELLOW TAPE SHALL BE
1'-0" - 8 OZ. GEOTEXTILE WRAPPED AROUND THE PERIMETER of PROJECT MANAGER DEPARTMENT MANAGER
THE STAKES TO MAKE CONTRACTOR
AWARE of wE~LS. PM JCL DM JLH
LEAD DESIGN PROF. CHECKED
O L LD AJO CB JCL
O ~ O
A A A DRAWN DATE
_ _ _ . , _ . ~1 nQ . i~c n~_ ~ a_n~
N E W U U ID SI AKU~ DETAIL PROJECT NUMBER DRAWING NUMBER
Z / N.T.S.
U U7 °cn
Q ~ N.T.S. 3 7

_
copyright ©2003
ELEV. 188 VEGETATIVE LAYER
ELEV. 189.5
J
ELEV. 187 1 -D"
' ELEV. 188 188 7 7
ELEV. 189 ~ ~ ,yam y 0
0'~+20 01+75 02+55 03+08 „ „ O Q QO ,y0~~~~,~~~~jp~~~j~ 5- 0 ~ 5- 0 ~Oo O o icy ~~~i'~~~O~i
00+00 00+55 UO , i i, i, i, i, i, i,,,~
(FEET)
O O~ OTC 0 0 f ~ ~~~i~u~~i~~~i~~~~%~~~~~~ ~~~~iV~~ cv 0 O O 0 0 O O 0 O O 0 ~ ~ O~ O O O O ~
C 0 ~ 00~ 00~ ~O 0 ~O 0 i OOH OO 0 00 0 ~0 00 ~0 00 '<~%~`~'i~ . `~`%%~i O 0 O 0 0 O O 0~ 0~ O O O 0~ O 0~ ~ °~^~i~~~i ~it,~ii;~i,~~i,?~i ~
o ~ 0 )pa0 ~po0 (1 0 Q QO ~O Q QOO Qp00 Q QO Q ~O
TWO, 3-FOOT HIGH GABION SEGMEN O ~ O ~~O ~O O°O oC Oo OoZ:1 ( 0 OO OO OO 0 OO OO O 0 0 l0 O O OO O O O O O o°O o
FINAL INTERIOR GRADE 191 ~ ~ 00~ 00~ ~ ~0~ ~ OO OO ~o~ ooh ooh 000 0 0 0 0 0 O 00 00 O o0 O 0 0 ~o o c ~ 000 O Q O Q O
191 ~ boo boo 0 0~~0 ~aDo )poopo 0000 ~ 8 0 0 0 0 00 00 0
190 ° Do° ~o° 0 0 o 0 0 0 o O o Oo 0 Do ~0 0 0 0 0 0 0
190 - ELEV. 189.85
189
~ 189 TRANSITION ZONE
188 WETLANDS SOIL 3'-O" )S SOIL
~ 188 w J
w ~ 6'_0° 187 1 Q
187 z PLUNGE POOL ~ ~
~ 186 8 8
Q 186
w 3'_0„ ; i 185 J
w 185
- 184
184 308'-0" - N.T.S. 6 8
00+60 00+8D 01+00 01+20 01+~ 01+60 D1+80 02+00 02+20 02+4C 02+60 02+80 03+00 03+20 00+00 00+20 00+40
(FEET)
~ EXISTING SOIL
~I~~NG ~A~~ , a GA
M D = 6" RIPRAP
\ \ \ aoo / / / / ~ X00 50 WETLAND N BY
5 8 / / / / oa o oa oooo~ ~ ~ ~ ~ooOa ~ SOIL 0 DATE REVISION DESCRIPTION ' CKD 0 o p Oo p X10'-0'~i
~ ~ ~ ~ ~ ~ ~ ~ ~ / / / / o ~ ~ ~g ~ OoQQoOo o0o0~a ~ 0 0 0
/ / / / 6 / / / / \ \ \ \ \ ~ 5 0 Q Q
\ \ \ \ \ \ \ \ \ \ \ \ \ 3 / / / / / / i / / / o oc ~ o aoo
\ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / oo ~o 00000 r ~ JAMES LANDFILL °o p o o p ° o 0 0 0 0 0 00 o
\ \ \ \ \ \ w / / / / / / / / / / / i ~ \ \ \ \ \ \ 0 / / / / / ~ ~ 1 -6 MIN. / / / / / / ~ ~ OLD LUMBERTON RD. 8c US HWY 74 0 0 0 00 0 0
N / / / / / \ \ \ \ \ \ \ \ \ \ 0 0 0 0 0 0 \ \ \ \ \ \
\ \ \ w / / o / / ~ \ \ \ \ \ / / / / LAURINBURG NORTH CAROLINA /
10'-0" -
0 0
0 0
8oz GEOTEXTILE
0 a PROFI LES SECTIO NS AND
a VEGETATIVE LAYER DETA ILS
i
0 PROTECTIVE COVER LASER
C 88 N.T.S.
~ R GABION WALL
FOUNDATION LAVE a
0 8-~Z NO~~'v;^dOvEN GEOTEXTILE 4-INCH INCH DIAMETER
0 GABION 190
~ ~ ~--3'_0°--? CLEAN BACKFILL
ii a = CH~tiN=EL
~ ~ WETLANDS 1131 Benfield Boulevard, Suite A
~o Millersville, Maryland 21108 STRUCTURAL FILL Tel [phone] fax [phone]
2'-0" (MIN.)=
~ ~ ~ S ~ Ab'~, 1,1~:: Z 1 8
~~'d~j, =ZcS. _
wETLA~ z E o r~r~r 3 ~pN ~ ~ EXISTING GROUND ~ 6 ~
~ 3'-0" e (TYP.} 1 WETLANDS SOILS ~
- ~ rrrrr 40-MIL. TEXTliRtD - r y ~ rrrrr~ ~ MAY ~
~ o HDPE GEOMEMBRANE r r ,_D„ w ~ rrrr,--~rrr,~rr~ z \ ~
rr ?-l rrrrrrr ~rr~ i A\\\\\\\\\\\ .A\\\\\\~~ ~~a ~ ~ ~UN~ . ~ ~ ~l . ~;I
a ~ STRUCTURA'~ FiL_ ~ r ~ ~ r ~ '-.c - ~ r--~ ~ r il
WASTE ~ i 184 J
-0~~~--- 4'-g„
~ VARIES \ \ \ \ \ / \ \ \ ~ PROJECT MANAGER DEPARTMENT MANAGER
EDGE OF WASTE~~ STRLCT;,~*~_ FILL ~ PM JCL DM JLH
BEAD DESIGN PROF, CHECKED
T LD AJO CB JCL
A ~o
~o y DRAWN ATE D
~T m e F R nR .iFC n~_ ~ a_n~
1V 1 l \ V V/ V V 1 / V V
GABION RETAINING WALL( N E \`iPROJECT NUMBER DRAWING NUMBER
a~ o
'z 8 8 ry Q.T.S. U rn
Q ~

copyright ©2003
WATER J LIMITS OF DISTURBANCE
- -
UTTIVATE
---.i .L - X JIL 1L I
_1
~ JI,_ _,I,_ ~I,. X JIL SIL 11L SNP / n
7 " !I ~III~ ~WLL ~Ill~ ~WLL ~yWLL
~ 9 X V
• IL JIL 11L JIL JIL
1 ~LW1L ~111L ~W
SHED Q f IL AIL ~I,_ AIL -,I,. LIL - ~I~
0 MW-5 ~O \ .~WIL ~1WLL ~WIL
~ 0 ~ LIMITS OF RROW AREA 1 J ~ _ ~I,_ _,I,_ 0 20 40 80
11L JIL 1L JIL / V SCALE: FEET
5 O \W/L ~WIL a\ll!/L \W•
1 \ J ~ I_ JV_ _II_ _ll_ • ^ \VVV L LL JIL
A~ ~Lt~L ~l a~111~L ~LWLL LEGEND:
1 _ilr_ _di_ _i6_ JL
• JIL JIL 11L S 190 FINAL CONTOUR
~W/L ~WlL ~\W,/~ ~1W/L ER ETER DETAIL X90 ExISTINC CONTOUR
N OVER SY T ER ETER JIL iIL 11L LIL /1
LIMITS OF CONTAMINATED
V AWE ~1Wg ~Wg ~1W/L ~A!!T ~ - WETLAND SEDIMENT
~ JIL_ _,I,_ _~I,_ ~ 6 7 ,c \ ' 11L 11L 11L 11L LIL
/ ~\W~ ~W~ ~\lillL ~111~ BORROW AREA
~ 6 7 _~I,_ _~I,_ JIL X X EXISTING FENCE LINE
JIL 17L JIL 11L 2.
5 OO W/ ~W/L ~\W/ ~W, \W/ . - - - - - LIMITS OF WASTE
X ~ ~ JIL _III _llr_ _OL _~r! ~ X X X X ____1Y E 2 ~ . / JIL JIL 11L JIL
//LL~~ / ~ N `~J V/ L ~\WlL/ L ~lW_ BOUNDARY OF USCOE DELINEATED WETLANDS
~ ~ ~ _ _.L. 6 7
' I~ - ` IL 11L 11L EDGE OF WATER
N ~ ~ ~~U11~ ~~W~~ 3W~ ~W/L 3
SIL _lIL ~ LIL 11L - LIMITS OF DISTURBANCE
FLOW DIR CTION I ~ 1 ~ ~ _ ~ .IL _.I,_ ~ WETLANDS
~ SWAL - I~ 11L LI~ ~ ~ ~~L
~ ~Lw~ ~ ~ ~ti~
~ ~ JI,_ _ ~ _~L
111 ` JI JI1 111• / ~ X STREAM EXCAVATION AREA ~ li
~W/ \1ll ~\W/L ~ • 530 N
~ _w_ ~ ..L_ JIL ~ 1 JIL JIL
v~~ av L ~~k OFL_-1 MW-1 ~ EXISTING MONITORING WELL
- ~ ~ _IIL~~ W_ 6 6
~~L vLIL AIL ~ ~ CHANNEL
I ~ N i
~ o N CHA~INE _ ~ ~ _d 1 0 o ti I ~ o fi~'PE ~ 1 ~ '
1 X
_w_ Ju_ _W_ _ur_ ;
IL 11L L ' IL JIL
~W~ a\W ~W/L ..y~
6 I .W_ _VI_ . I _W_ • ~ CANNEL ~L IL ~ L oF~-4 NOTES:
1 PE 1 .ilW, ,W ,li
52 N ~ \ ~ 11I_ _dl_ _y_ ~ i ( 1. SEE DRAWING N0.1 FOR GENERAL NOTES AND LEGEND.
' IL Jl L 1L 1 I ~ ~ <
i I ~ ~ ~Wlc ~W ~1W~ I I ~'x! ~ TOTAL AREA TO BE CLOSED WTHIN LIMITS OF WASTE DISPOSAL UNIT i ( 2.
} I 1 _0_ _'L_ ~ _III_ Jlr_ • I IL .IIL ~ L 1L JIL 6 8 ~ IS APPROXIMATELY 1.3 ACRES. ~ BY
S i ~ ~ N0. DATE REVISION DESCRIPTION 3. THE SURFICIAL 12-INCHES OF SOIL ~N THE BORROW AREA SHALL CKD
/ I ~ ~\1L~' /L ~iW~ 31ll~ -v I ~ • ~ ~ TA I I ATION OF THE BORROW BE USED AS TOPSOIL FOR FINALS B L Z
/ , _ W_ . ~ 3 I ~ 1 11L J~ JIL LIL 1L O ~ x ~ TH TOPSOIL REQUIRED FOR THE CAP OF THE a AREA AND FOR E
~\~u~! ~ 3~~ ~w~ J LANDFILL. THE REMAIMNG SOILS tN THE BORROW AREA SHALL BE
~ 1 o ~ _.I,_ _ .W- - - ~ ~ ~F~ ~ W USED FOR THE FOUNDATION LAYER AND PROTECTIVE COVER LAYER
~IL 'r~ ~IL T REMOVAL AREAS. JAMES LANDFILL OF THE CAP AND AS BACKFILL IN THE SEDIMEN
~ r _ ~W~ ~ W~ 3~~ „L12 • ERTON RD. ~ US HWY 74 X OLD LUMB 4. BORROW AREA FINAL GRADES ARE APPROXIMATE. CONTRACTOR
a ~ ' ~ ` JIL ~ L 1L J,L 1L SHALL ONLY REMOVE THE AMOUNT OF SOIL REQUIRED TO CAP THE oRTH CAROLINA LAURINBURG N
5100 N ,L W, W, ~ LANDFILL. FOLLOWING EXCAVATION, THE BORROW AREA SHALL BE '
~ D( y W W L COVERED WITH 6-INCHES OF TOPSOIL AND REVEGETATED.
~ f - 0 UT , ~ UT AL ~ 2 0 l~ 5. SUBGRADES AND FINAL GRADES SHALL BE A MINIMUM OF 5 PERCENT
19 ,L ~.w~~i 'I U ~ ~ ~ d AND A MAXIMUM OF 25 PERCENT, UNLESS OTHERWISE NOTED AND
Q I O M rn ` JIL JIL 1L 1 JIL i 6 ~ APPROVED BY THE ENGINEER,
W V1 ~ O ~ ~uu~ w~ ~w~ avW~ 1 ~ j 6 7
o , _ i 6. ALL EROSION CONTROLS SHALL REMAIN IN-PLACE UNTIL THE SITE IS
a _ L_ _W. , a ~ emu. AIL STABILIZED WITH PERMANENT VEGETATION AND APPROVED FOR REMOVAL BY THE ENGINEER. CONTRACTOR SHALL INSTALL ADDITIONAL PLAN
Y TYPE 4 _ ~ - _ X ING GRAD FINAL X MW-~ EROSION CONTROLS, AS NECESSARY, TO MITIGATE SEDIMENT LADEN
H X X - X RUN-OFF FROM EXITING THE SITE; ADDITIONAL CONTROLS MAY
X I N \ CULTIVATED FIE D ? 6 ~ - ~ ~ TARE NOT LIMITED TO SILT FENCE AND TEMPORARY INCLUDE, BU
_ > ~ u - TI N. EROSION AND SEDIMENT CONTROLS SHALL BE IN VELETA 0
j ACCORDANCE WITH THE "NORTH CAROLINA EROSION AND SEDIMENT 'i ~I
o o TORM TER~~, 5000 N S ER'~, CONTROL PLANNING AND DESIGN MANUAL", UNLESS OTHERWISE
0 - IVERSTI N ERM APPROVED BY THE ENGINEER. ~ ERM
U i ,i
ER ENT HECK I ~ p ~ a ~
(TYP AL OF ) I i i
COVER SYST M D - 6 8 ~ ~I, ~ 1131 Benfield Boulevard, Suite A
i F , o~ I Millersville, Maryland 21108
6 4 ~ I N~ 6 Tei [phone] Fax [phone]
II I o~
~N tT U • 1
1 ~9
C O
~ ~~n N \ ~Y ~ ~
~ 0 4900 N
ii w w w w w w ~ ~ MqY ~ ~ ~ ~ ~ .
~ 00 0 0 0 0 0 o c ~ c o~ 0 0 0 0 0 0 0 6' c
0 0 . ~ ~ , ,

PROJECT MANAGER DEPARTMENT MANAGER
1 PM JCL DM J
LEAD DESIGN PROF. CHECKED
A ~n rR iri
o -C Q0 LU 110V w vv[-
f O co O M DRAWN DATE
w DB JSG 05-19-03
O O v ~ ~
N E Q0 0 > z 07 CD co N PROJECT NUMBER DRAWING NUMBER
a o
u cn Q 0

TRAV~ES:~~. r ,.`;)147 UUCt! A1J'.'.~ 1..1~lE~. vrc~.>~x "~uTS)
(~t~iN'i' Ne>>. ~l~t:) 1='i71i,d ~ ~;r i E~,~. strxvar ~rNC~a:
1ft"/1U13f~:iE LiNE FRUM WOIN'F 'A" TO PCIiNT --~-_.__.._._._.__..a _W._...~...__._.__..~__.~. ,..__w,....9,__._._ _ . _ _ HARdLq D. AEExIUS & MARCAREi" B. ALF_k!(,~S FAMILY UMt1E"q 1"SART`NE"RSNIP DEED BOOK'1~44 At PAGE ,?~'P
Al.(?NG 1Hi~ NQF~MAL NIGH WA1ER LINE OF 1NE ~ ~ 9EA8~N0 DISTANCE: k1E~Af31N~"3 UI'~11~l1;D' s 6 A1`1..APJTtO N)RAC~45TAi. WATERWAY ANO MIL1. G`RCEK 1070 A 1 S 48'2'7;8'"W 46.292' A ? ~ ~'.~:m~r~4iPd L ~~"'Er t?~t~RlNt D1~7",~,NCE I'Eh~q~'R r,°dUNTY REG(SJ"RY' NA P~rfAl), fu'C'
1 113 A 43 N '14"??'S2 W 5', 8' ' ~.~r 11 I'J d(P.~ 5 4~"1~: ~ ~ A ;~3°1 r 1071 A Z S' 44`42'16'1N 27.211 A 3 4 7 ~ t? l:~k;` ~ 1C!4t~ - },~r~ h. ~ ~~i7' t, '1:11 NOBS' r~~ zio
14,tt~iwl„ ~3F,~'CNG 1)l5'TANCE 1977 A 3 .`i 53'09 121N 43,122' A 4 111 A 49 N ,1 1G 1~ W 3 ~ , i~ ~ G~ t., , ;r~jsy" A ~Q i ~ 1 h~ ~1 ~ ' { w'~s).32F',' l~, 1..x7 G i l 15 A 4~5 N 54"53 35"W 34.9,51' .11; ; 4 ~ A 104, 1 S 48'1631"E 3.14 1071 A 4 S 50'S0'37'W 33.365' A ~ h ' .517 8,' ?1741 A !3 r6 tip; lt1 1x5' li 1.33 f. A F't3RT)ON OF" TH15' PR?PERT}' UOES PE tTf I q F r L W T N A id YEAR idJD
~ ~ 11 l6 A 46 td 13'2.1'52°`E~ 44 715° 1, ~ p S 58'13't7'1W 58,37' 10:4 A 5 a 54'?.6'57"W 9.c53 A P, l`l" n , f 1117 A 4? N 1D"18'39°E 3:,978` , „lt? ~ , y.~ , I it741~ A t s~, N t~ : 17 4?"W Ei''' A 134 ZONE' FENDER COUNTY' FLr7Oq fNf~UF~ANGE .RATE MAP; J1U~44 0527 C ZONE A--11 (~'LET~ f l,lt) AND ZONE A--9 (EGEV 'f f.(7) r< wow
;3 ~ 48'37 ~~'3 ~ 48.38' 1075 A 5 S 44"01,37y'W 1 Q:992~ A 7 1 ~ ~ ~ , D A OG ~ I U44 A i 45 4~~ Vd ~ t ! f~' H~ t 3w~ ~ 111£3 A 45 fJ 54'i?0'45"E 40 4G8~ A -9~ i ~ ~ A ;li ~ ~ ,r S 48'09 41 "W 64.91 1076 A 7 44',01 141N 5.493 A 8 f ~ { ~~y a ~ ' ~ l 1. CdRNERS ARE MARKED AS NdTEq OM' MAP. ~ 1._....-...'"`-.-y~ ~
1119 A 4'13 tW 46,`21'16"E' 11734' A ~aO I 3}~' A 92 I(14:3 A I,~. "J .r..;990W ~~~.7(,4 0~. l~Ci S 47"4, 33 W 47.,36" 1077 A 8 5 a3 42 58 E 10.397' A 9 , 93., f 1tJ42 A 136 N ` 4"3'35"W `6,980' t, }3r , , ALL l3EARlNG;3 ARE h1C OR1D ~`NAU 811 plVf ~ 4. ALL DISTANCES ARE NORtZONTAL F/f.Lt.~ Mf,ASUREMENTS. ~ E~)B 1°E
~ 10 & A 9 S 02"19'50 D 8.677° A 11 11".0 A .~0 h1 01"34'29."F 8.4 A ~ t r t> S 11 ~3T42'W 45.6x~ , 11 ~ ~ ; t)1' A 9,3 , ~ i " 15.43' fC79i A lw, to ^~~}14'07"W 44 ~9~1' A 138 r S 2,2 09 44 `W 77.29' S ~ , 11 i A 5 : P1 53°4x ~,3 N' ~ ;1 , ~ ~ 675' A ~ n 78 } , • ~ , ~ " ~ 1079 A 11 40"4T58VJ ,7..652' Ala. " ~ i-v4(? A 1.,. ~?,"~rq'14"'YJ ~7.4.uC' A 139 ~c , sJ ~ ~oArv. AREA coMPUTEq ~r rxE LodaDlr~rE MErHUq ~ }8.954 ACRES ~ ~
~ 1122 A ~,u 1J 63'1,."9 W 15,3x1' ~ ~5 ~.1 . r ~ i ~,h1j~' A 95 ~ r S 1.. 17 16 W 31.87. 10803 A i S 3~J 52'Q3"1N 4,824' A 1.x i ~ f C~, 1:'~9 id i 4" 11'+1 "F~ t~`~4.148' A '1447 x9 1 1123 A 53 E~ 61' i 2' 1 Q"W 1~ u~rss3' A .1 ~ S' 42'U7"10'W 40:60" 1.081 S 08'4:1`1'°'W 41.946' A i,~}. ~ m ~ ~ ; " , ~ 6&,k~" 1~ 14i~ r~,F ' J8.094' ~ 141 ~ +a. M1N(MUM LET S1Z~" JS 2Q~UO SF (LaT Nn. ~ ~ ~R i~r~ M1LL CR~~~K I' ALC STREET re/rHr dF wA~s ARE .so' ,
„ A 13 1'124 A 54 N 4.5"3435 W 29.796° A ~O~H ~ ~ I1 ~ ~Q S' S3"47'19~4U 53,80' '1082 A, 14 S 16°15'30,'+ 32~3u,7° A 1. ~ ~ , 1125 55 PJ 6135'43"iM 17.07:1" A :r4~ ~ ys~ ~ i i A 1~'.,~ t IG37 11'1 fa! ~~~€_r5'+b~ ~r~,.054" l~ 14~? C r , A. Af,t CULDE.~ACS HAWS A ~D RADIUS
, S 5,6'4721 W 45,59' S 28"35;5 vV 46.117' A 11> n ~ 7., A 1 . 1, s, ~ ~ 1 A 143 1Q$3 A l,a i t?.6 A 56 Pd 27'21 99 F_ 2a 976' k ' ~ ~ lti3h A ,i4;w ! y 4C kJ 6 34 4 ~ f4 ~ 1 ~ L 1:; 7318 25 W 47.07" 1084 A 16 S 41' 13 00'~J 48.895' A 17 . , n 10135 A ~ 43 eti7 ~ 7 a. LtliS WILL BE ERvEq Er PRIVATE" WELLS ANq ~E~PTrc sT ~°rEM 10. Al,L S1REE17 ARE PRIVATE ANU PA4'Eq WITH iH' dF° ASPHA[.T.
127 A 5'7 ~ '1,T 26'51 ''E: 31.228' ~ ~ - ~ ~ . ~ ~ A r ; 1 ~ .56; 5iJ. F 359' A- 4 44 13 N 88"19'17"<N 46,BG' tk° 9 ' 14 1J~ ~ ,r ti, , ~ ,t~ 1085 A 17 S 49"23'42~~ 21-299; A t t3 ft, T'H!S PRdpERTT gdES NOT L!E WtTH1N THE F1.ddgWAY dF MILtS CREEK,
1 a1 N 56' 'W 33 26' 1 '128 A 52~ 19 56" 12'41 "E 2 ~ .166' a. E 9?: % 4~ ~ 1 t7 .9 A 144 ~ 1., ,4 98 W 4 r 3.. 7 1 ~H ~ 3609 1086 A. 18 ~ 58`45'i?7 W 26.43$ A 19 ~ A t(}~ 1~1.;13 A 14'."1 N '1T26'0`s,"D '.5419` 145 ~ r'S N 19 29'08 "W ,31.24' s c l i 29 A 13 N 6f> 3 16 E 22. t 1 ~ ~ t ;~f: y'~ ~x i (1 1? ~ ~ x 1087 A 19 ~ 58'59`48 W 30:524' .A .~~1 1 1341 A 5:3 N 55°51'06"E 199101' r ~ ~ ~1' ~ r ~ A 146 h 0"~.94~3"~' 8~,7' 190! 12 G,ONCRETE MdNUMENTS WILL. 8E SE7 AT THE RC 8c PT dF EACH ' r,LlR~rw IN rr~E r"~Nrer3~1N~- of rx~ Raar~ ~vR suRV~~r' +r:oNrRaL
1 t} NOT 48'DO' 24.99" 1088 A 2D S 71' 47, } 4"W 29.012' A. 21 ~ , b ~ ~ 1 i 1 ~ ~ ~ I ~ ~ }4,31 a. i49~ ~ ~,~`~5'4fJ"D : 9A6,' ti~ 14~r ~ 1131 Al r., 45 09"E 8 75N' n 17 JV 2h"33'09 E 49.66' tOt~9 A 21 S 8524'.31."YJ 24,358' All 60 F,w. ~ ~ ; ~ 4~ "~,7 1 t1 1 ~ art ~r ~k~' A 1 1 ALL E't_FVA770NS AF?E NGVC~ 29 ('MEAN SFA tLVEL)
r ' 6. 113: A 54 N 46"22'15"5 1P, ~i4 ~ }~~a r' ; r.i ~ v,, 11~~ 1 1,,. A 14; ~ ?~k1'f~i`1'"N .3, . ~1~ ~ 1t, N 3~.OlOT E 3 80 10901 A ?.1 N 85"14'4'11N 28,!J53 A. 1~ , 1(7,.5;? 1453 ~ ~U if331 !w ~ ~n3' 0 1,>(1 t 4. ~ENCN PdAP WA,`~ NCG-~' MaNGtMENT`_; "CJRC'LE~" '"!'(I_(~F,AM" _ 7yPit:Al RuAD G'R175,J SE~'1lPaN
1'~1 N 54',5611°E' 34.99' ~ 4.6 A 23 1143 A 80 N G3':~ 58 E ~G.12,,'" A ~ llh~'` C~ A '9 s3 ~ ~ ~ ~ ~ 1031 A ~_2. N 49'16°th >1J 2 78 ~ ` 1U~8 A 1.~Ci ~r 4x~Y Ow ~2 ~ ~ ZB~T r~ 1 ;lf"~ N 58' '0 ,33,61' 0 1134 A B2 414637"W i9~I. 9, ~ ,4 I 9,- ~ ~ ~ r. ~ 04 4 "E „ 1992 A 13 09 02'21'34"W 25.553' A 44 ~ 114 N 6~,j'4~"1,~ Vd Mti .,..,8' N. i'.5,,
1' t 135 3 N 82'415'48"tM 1$.588' `i i ~ 142F; A SC39 7 a 1 J N 70? l3 57 E 44.03' A 5 ~ 1093 A 24 N 04'50'51"E 28.535` A 2S ~ ~ ~a~ ~ t5 2~. ~"~>`1`~ ~ ~ 1~.'; t,,.-, >a " 1135 A E'i4 7 7f~'2~3'S1"'Ni '~~i.'7J4' ~ s ~ ~ 1 p; ~ 1G A 15; ,"`W ~ 4~'~' N h6'S3 ..7 E 45,90' h r .1 4 , : 4 11,. Lh'G~~D"' , j
„ iD94 A 25 N 46'32 44'°k c9., 32' A 2t1 ' ~q 5~ W 4E1.G 8 A i Wi4 I 1137 A 6fi ~ 76'4~a07 4~ 44 ~3 ~ , ~ x 1021 A 1 ~~.a N ~f11828E 35.46'` 1095 A 26 N 39"11'32°6 43342' A c.~ r F~ A 97 t r , , ~ r~~ - 11.~~8 A 6~7 S 75'0;'3'34"W 4,.424' ~ A~„ ~ b~ - ~ iClF1 t,a4 ~ r5{?4"?t),°~ ,58,21 A 1,is ~ (rF fexrsnrra ~H Prp~) I
~1 M1! f,. 24.01 "'W 4.?.17 1096 A 27 N 65"55 ~5 E 21,1 I1 A 28 1139 A 6r ~ ? ' ' A f Ic 10121 A 1''i`' ?'48 i 7 W 'fi 9'4' n, 15if, ^a 3 N 64'S8'50'W 19.584' ~ 1, 5; ~ ~ ~ N 4~ 1'13't 4'VY 21,54 1097 A 28 N 56"48'49"E 44.977' A ~ A . E75 !~'Y1'TiNt7 7R4M' STnIYE7 ,r _ _ SRS (ktDN RPc7 SfT) RIt)i . QF WA't _ _
A ~ ~ 1140 A 59 N 54"3~ 33 W 47 i?'~' A _ 10.'0 A 1,~f, -r+` 17 t l ~ E~ 1 Clk r4 1 W,f N 8,a OQ'S2 36.34'.. 1098 A 29 N 7rJ"1,3'27' 51.811. „C 1 5 ~ 11 A 1 t il1~.i A 1..~7 : .3. _,,~1_i,.° 1,,58 . ~ S 82Jb 11 63.24' 1099 A 30 N 11'55'061"E 91 ~5;3~J` A 31 1141 A '7~~7 N 49"3625"W 76 8U8 .4 ,.I ~ 1, ~ ~ ~r . ~ E. G7 l~fS (CdkCfif(E' NG1NlIMEMP ~SEf,I NOftMAL FNp1 V(A?~P 4iNB ~°~N ~(E~5'1lM; Cf1N.ftE7£ MDlJUMENT) r• i f.~'
, ,7a'~'7` d A 1~'1 ~ 1(x19 A 1.58 "~11~.,1~3`0. 4;3.1:8' i5~~ ~ ;i: N 89'55' 11 "W 49.77" , 1142 A 71 N 36"50 40 W 4 yx, A } 1 ' 10;18 A. 15{3 ' ~ =1'Q5' 13"E ; s1~ 944 A 15., 110G A 31 N 85~~i 12'~ 11,624a A 31 , a 1; ' ~ ~ ~ i ~ M,"Ga' CRIt1 fA0N16Vk7+'t W4'14Au~D I.MtE ~ Ji"a i I
a 1143 A 7? N ~56"1.9'07'W 00.993` ~ ~ ~ E.~ 1 N 82"43'40°W ,31.79' ~4 A az 1101 A 31 N 20'31' 10"~~ :38 6.. ~ r ~ ~ A . 1(117 A 1EU .101";S~"~~"0' ~at~785)' ,a t~,4, 1344 fi 7,~ Nl i75'I~57"~ 3065' A_l~ ~ r ~ = ~ 3' N 80°1?`16'W 42:1,3' a ors (~x~str~crauura+,n sr~m~xJ ( 8' cry uric . RRSS )rrI4dGR7A( 5f'!KE' ,....W-
, 1102 A 32 N 04'23'11"W ~.2G4' A 3~ 9 „t` i' 4'a~ '4~ A I 1015 A 1E31 N 841`.18'14"~ ;#i i`'~6' r. 16s ~I 13 8 W 54.97 C,. ~ ~ ' ' , ',.,C; 6~ 5 8T 17. 1145 A ~4 P~ ?5 4w. 42 3,.981. ~ ~ A ~ 1J14~ A 16',3 h ,4,.4.5,°, E F~`<1~~' t~~ 11.1 1103 A 34 N 1'"~35,1~W 16~Q4'} ~ ~J ~ A iF 1146 n, 75 11 ,.,12'45 E 4.671' ~ i f'rC,~sc l~ are ~r4a ~u srrr} ex~~nNU sPOr ei~.wkn(,N ~3: ! " ~1 3,1
N 6148 03'W 48,9E 1104 A 3~5 N 51'55 43'W 8895' . ~ ~ , 1147 M 76 C~2'SC;'06"E 94.15G' " ;z : ~ ~ , ~ A 1 X53 141'! 3 ,4 16~ N 8904'13"iV c0.97' 11Q5 A 36 S S1 5531''W 11.©5~? 1, 1 ~ can (~snwr, ao ~ ~~~i 5" ASF'HAf:T` _ ~,p~p. L,n~ rrlsnNC ccwmuR 8° CdMF'AGTEU A6C STdNE `'l.C1f'E t,/4 ~T'
~ -~y, 1148 ; 77 N ~?z,'~~'14"E 11 4n3' ~ ~ il~9 N 3011 ?5~"W 30.00. 1105 A 37 S 7J 59 ~k~~ 2,.~~~OJU' A, 1 I ,G ' 1949 A J8 M G7",1T' 1 ~~'6 3c,55(7 ~ Fix ~ : t'~f1 (Td IA? W'IDT'H - i9'}
N 08'05,.,4°V,' 62,65 1107 A 38 S 63 2E 5`3"W 34.867 A 19 1 I ~ ! M I 19 A 1a 9a"11 47 881 ~ ~1~ N 2~4?1 ~Q E 46.18' 110$ A 39 S 851© x'bW 30.564` A 9C r . ~_t~ ~ ES~ME~7Vf UN~~ F,'%1SYINt3 WELE
r,- ~ • r 11.,1 A €>,M N ,.764 2., r~ 417.1_.13 ~ I N x.807 151N 69.00' 1109 A 4(l S 88'13'38"W 57.71?.' A 4J 4t1 hJ 01'.35`40 E 0.09' c" ~ `'1` .A 91 1152 A 81 P1 r?51"9 ~ '1 ''N 46z7~+` 1 I 4 1110 A 40 ~ ,453414a W 73.21 ~ ~
X11 ti 2414715"W29,91' 1 1 A 41 S 84'09''1„~+ 382(la> A ,11• 91,.3 A UZ ~ 8i'1~ ~'A' 4~.8i,1 ~
X9.1:' ^d 24°51'3~1'°W 41..99' 1 1^ °.K.,, n 1159. n 8'1 N ~'~'~'45"+~ 1?.~1~ii' A 4 i 4~3 n1 86'4656"W 36.38' 111 A ~92 N 8 ~ 91 "W' 43.:51 B` „ 4;4 ~
44' N 3F~41'Ql"w 98.47' I \ ~ ~
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b,4 N 09 1,8,04aW 137.4?" NDRTft1~.ST ~,r1A'Mff3 Y; ~ ~ f 1 r ^ p p y q rf, .J f l 'RFs(i~"~ STt~NE' AT THE i
N 28,1 ;8'W .50.41' _ ~ L!.)T' No, 9fA r _ ~ ~a ~ ~ , ~5 4c ~ SOU7~ GYES1 CaRNER 1 n, ~ ...,.w ~ ~ ~ "
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GRAF~HIC~AI C=100' ICY U. 910-265-4210
FILE No. PR-16- 01-A

?f? VVr+lFR
r
o ?
micnael i-. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 30, 2003
Scotland County
DWQ Project #: 03-0284
Project Name: James Landfill (Railroad Frictions Products Corp.)
APPROVAL of 401 Water Quality Certification including ADDITIONAL CONDITIONS
Mr. Marshall P. James
301 North Florence Street
Maxton, NC 28364
Dear Mr. James:
You have our approval, in accordance with the attached conditions, to impact 0.35 acres of swamp and
35 feet of intermittent stream for the purpose of remediation activities at James Landfill as you
described in your application dated May 5, 2003. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3360, which may be viewed on
our website at http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nationwide
Permit Number 38 when the Corps of Engineers issues it. In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
2. The final, written stormwater management plans (including a signed and notarized Operation
and Maintenance Agreement) dated May 19, 2003, must be implemented and the stormwater
management facilities shall be constructed and operational before any permanent building is
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

May 30, 2003
Scotland County
DWQ Project #: 03-0284
Project Name: James Landfill (Railroad Frictions Products Corp.)
occupied at the subject site. The structural stormwater practices as approved by this Office as
well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water
Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Noelle Lutheran at
our Wilmington Regional Office at 910-395-3900.
Sincerely,
JRD/bs
. k, P.E., ctor
Attachments
cc: Wilmington DWQ Regional Office
Wilmington Corps of Engineers
Central Files
File Copy
Arcadis, 801 Corporate Center Drive, Suite 300, Raleigh, NC 27607-5073
COPY
OARCADISFILE
Infrastructure, buildings, environment, communications
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-164
"E"'Nob) /401 G ARCADIS G&M of North
6, '-up Carolina, Inc.
MAR 801 Corporate Center Drive
WATER 2003 Suite 300
Raleigh,
QUALITYSECTION N
orth Carolina 27607-5073
Tel [phone]®l ISSLISI)

Subject:
Pre-Construction Notification Application Form Submittal, James Landfill,
Laurinburg, North Carolina.
Dear Sir or Madam:
ARCADIS G&M of North Carolina, Inc. (ARCADIS) has prepared the enclosed Pre-
Construction Notification Application for work associated with remediation activities
for the James Landfill located near Laurinburg, Scotland County, North Carolina.
The proposed project involves removal of contaminated sediment from the wetland
and associated intermittent stream and restoration of the wetland and-intermittent
stream to original elevations by back-fillin as descrt ed in the attached
docum112 !11 [11 tion, written response to the enclosed application is required for the
project. The required fee of $200.00 is enclosed.
Fax [phone]
www.arcadis-us.com
ENVIRONMENTAL
Date:
7 March 2003
Contact:
Linda Diebolt
Extension:
220
E-mail:
[e-mail]
ARCADIS is also submitting one copy of the enclosed documentation to the United
States Army Corps of Engineers for review for permitting as required by Section 404 Our ref:
of the Clean Water Act. Please do not hesitate to contact us with any questions you N0000513.0007
may have or to obtain any additional information you may need in order to process
the enclosed application.
Sincerely,
ARCADIS G&M of North Carolina, Inc.
Linda Diebolt
Environmental Scientist
ames E. Shilliday, II, L.G.
Senior Scientist/Pr 'ect Manag
Copies:
Marshall James property owner
Mr. R. Howard Grubbs-Womble, Carlyle, Sandridge, and Rice
Mr. Steve Levitas-Kilpatrick Stockton
Mr. Harold Moats
Mr. Mike Carter-Johns Manville
Attachment
Part of a bigger picture
G:\EnJJAMESLnNCO513.00TNationwide Permit k38\PCN cover letter - NCDWQ.doc
ISSUED
Office Use Only:
USACE Action ID No.
FILE COPY

No.
any particular item is not applicable to this project, please enter
1. Processing
II.
Form Version May 2002
40fftUP
MAR 1 0 2003
1. Check all of the approval(s) requested for this project:
Section 404 Permit p
RiWATERMA40% Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit No. 38
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? N/A
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
-4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ? N/A
Applicant Information
1. Owner/Applicant Information
Name: Mr. Marshall P. James
Mailing Address: 301 North Florence Street
Maxton, North Carolina 28364
Telephone Number: 910/844-5769 Fax Number: N/A
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Linda Diebolt
Company Affiliation: ARCADIS G&M of North Carolina Inc.
Mailing Address: 801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
Telephone Number: 919-854-1282 Fax Number: 919-854-5448
E-mail Address: ldieboltna arcadis-us.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: James Landfill (Railroad Frictions Products Corp.)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 01-0256-01-019
4. Location
County: Scotland Nearest Town: Laurinburg
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Adjacent to US 74 Bypass and
Old Lumberton Road
5. Site coordinates, if available (UTM or Lat/Long): Zone 17: 647436E: 38
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 149.64 acres, landfill fenced area (6.84 acres)
7. Nearest body of water (stream/river/sound/ocean/lake): Shoe Heel Creek
8. River Basin: Lumber
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is currently an inactive landfill with forestland and
agricultural fields surrounding the site. The landfill is secured with a fence that will remain
indefinitely following remedial actions.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
moiect involves the installation of a composite (Modified Subtitle D) cap on the landfill. A
40-mil high-density polyethylene (HDPE) liner with a geocomposite drainage laver will be
used to cap the landfill. A 12-inch-thick soil cover to support root growth of the vegetation
and protect the geotextile/liner and a 6-inch-thick topsoil laver (vegetative laver) will be
placed over the drainage laver. The equipment used will likely be bulldozers, graders and
other earth moving equipment. Approximately 1,150 cubic yards of impacted sediment will
be excavated from the adjacent wetland and associated intermittent drainage ditch and
spread over the landfill material (see Figure 3-4)-. The landfill will then be capped as
described above. The wetland and intermittent drainage ditch will be restored to original
elevations by backfilling with 1,150 cubic yards of suitable on-site material.
11. Explain the purpose of the proposed work: The purpose of the sediment excavation activities
is to remove sediments impacted with lead associated with runoff from the landfill. The
purpose of constructing a cap over the existing landfill is to control surface-water runoff,
control infiltration of precipitation, and reduce leachate production from the landfill.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Action ID No.: 200200677 (Jurisdictional Determination)
May 23, 2002 by Thomas Farrell USACOE
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
Page 7 of 13
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed- impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Approximately 1,145 cubic yards of
impacted sediment is proposed to be excavated from the wetland adjacent to the landfill and
approximately 5 cubic yards of impacted sediment is proposed to be excavated from the
intermittent drainage ditch located downstream from the wetland area. The excavated
sediments will be spread on top of the landfill before capping. The wetland and intermittent
drainage ditch will be restored to original elevations by backfilling with suitable on-site
material.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Excavation/fill 0.35 No -2500 Swamp

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at b=://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.09 acres
Total area of wetland impact proposed: 0.35 acre
Page 8 of 13
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
UT I Excavation 35 UT to Shoe Hill Creek 3' Intermittent

mast each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and pr4nting of USGS maps (e.g., www.tonozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

indicate on ma
Type ofImpact* Area of
Impact

(acres)
Name ofWaterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 13
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The excavation to be performed is being required by the North Carolina Department of
Environmental and Natural Resources (NCDENR) as partof a Remedial Action Plan (RAP) for
the remediation of environmental contamination. Given that this work has been mandated by the
State, there is no alternative to performing the excavation work, which in anp event is
environmentally beneficial. The proposed fill activities are designed to restore the site, to the
greatest extent possible, to its pre-existing condition. Thus, these activities are intended to result
in no net impacts to the area in question. By contrast, the alternative of not filling the excavated
areas would result in negative impacts to the area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to.review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httv://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
Page 10 of 13
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Contingent upon USACOE decision on required mitigation for this project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
Page 11 of 13
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact
mitigation is required calculate the required
multipliers.
to each zone of the riparian buffers. If buffer
amount of mitigation by applying the buffer
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5 '
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There are no impervious areas existing or proposed.
.XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
Page 12 of 13
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
. Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/AgWt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
f
J
Page 13 of 13
7'

I
I
1 -- 7 ?
0

1.2 0 1.2 2.4 3.6 4.8 6.0
SCALE 1-INCH = 2.4-MILES
County Contour Interval 200-Feet Datum is Mean Sea Level N
Location Source: North Ccroilro A,:Cs a Gazeteer
SCOTLAND
PRJT MANAGER. CI?.E:KEO V FIGURE NO.
J. SHILLIDAY R. ELLS SITE LOCATION
DRAWING. NCTOP?
ARWIS GERAGHTY&MILLER JAMES LANDFILL
23C: R-ood Dri PRJT Na N0000513.CC:2 LUMBERTON RD. & US HWY 74
ve
Sw :e 200 RALEIGH, NC 27622 DWG DATE- 2;z-^ -4URINBURG, NORTH CAROLINA
-1. 919/782-5511 Fax. [phone]NOV98 la. S2R-=`•

i
S
GN
APPROXIMATE EXTENT OF
STANDING WATER
--19D - LAND SURFACE ELEVATION
(ft,msl)
K - FENCE
TREE LINE
_w_ APPROXIMATE EXTENT OF
WETLAND
APPROXIMATE EXTENT OF
LANDFILL
SITE SUMMARY
TOTAL FENCED SITE
6.84 ACRES
TOTAL LANDFILL
SITE 1.29 ACRES
TOTAL WETLANDS
SITE 1.09 ACRES
190 /
CONTINUES
IH CULVERT
JURISDICTION
'I ':?] I
90

x

1 \
J}
200
x/
1
+
ARCADIS
OfNorth Carolina
Inc.
2301 Rexwoods Drive ,
Suite 102 RALEIGH, NC 27607
Tel: [phone] Fox: 919/782-5905
PRJT MANAGER: CHECKED BY: DRAFTER:
J. SHILLIDAY R. ELLIS A ._NORTON
SOURCE: DRAWING:
1. HASTEY LAND SURVEYING (2-1-02)
I
I SITE-LO
DRAWING
JUNE 1991
7. BASED ON RADIAN CORPOR TON
DATE:
26FEB02
J \ 1
THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE
BOUNDAY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON
THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISIIED REGULATIONS, THIS DETERMINATION MAY BE RELIED
UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
?? J-??- rZ tJOt
SIGNATI, ZE OF U.S. ARMY CORPS OF ENGINEERS OFFICIAL 1 ??
DATE 6
Fi? Zo° 00 d%4
PROJECT NUMBER NCO00513,0004
JAMES LANDFILL
OLD LUMBERTON RD. & US HWY 74
LAURINBURG, NORTH CAROLINA
SITE LAYOUT
Dense
Z/
SCALE IN FEET
0 IOD 200
FIGURE:
2-1
x
1g0
x LANDFILL
lEGEdQ 1
• LOCATION SAMPLE
OCAT (AUGLIS 2001)
C SEDIMENT SAMPLE
LOCATION (AMY 2002)
FENCE
?^'?• TREE LINE
APo TE EXTENT OF
APPROXIMATE EXTENT OF
LANDFILL
PROPOSED LIMITS OF SEDIMENT
EXCAVATION. TOTAL AREA IS
15,425 SO. FT. (0.35 ACRES)
APPROXIMATE AREA OF SEDIMENT
CONTAINING LEAD CONCENTRATIONS
ABOVE THE REVISED RGO OF
3,740 mg/kg. /
t?
t
I!
I
SED-44 SED-4?
?i
\ SED-37
SED-36
3
\ SED-34 SE
• •
SED-32 SE
SED-2 SE•D-30 SED-3 •
• SED-27
SED-28
3
SED-24 SED-25 SED-
• . •
SED-22 SED-23
SED-19 SED-20 SED-213
SED-17 SED-18
SED-14 SED-15 3
• SED-16
i
x_x--
- x
SED-121
1 • ' SED•13
SED-11
x
x
x
x
x
x
t
x
x
x?- x _--x- x--x-xl
x --- x x ----- X
SED-45
? ' SED-46
SED-47
SCALE IN FEET SOURCE:
O E.0 120 1. HASTEY LAND SURVEYING (8-23-01 & 2-1-02) '
2. ARCADIS WETLAND DELINEATION (12-12-01) SED-48
3. BASED ON RADIAN CORPORATION DRAWING JUNE 1991

ER, I C B
Y PROPOSED EXTENT OF FIGURE NO.
JR SHIL DAY ERTZ
SEDIMENT EXCAVATION IN
ARMIS Gaav SED-EXCAV-2 WETLAND AREA
3_4
of No/Ih QuDNFTB
htc PRJT Nd N0000513.0008 JAMES LANDFILL
an ?..A. C- AY S..1- 700
.
0..Fealr. l
rl27607i07]
) OLD LUMBERTON RD. & US HWY 74
9
85
F <91L% 894-0448 ONG DATE-
15JAN03 DRAFTER,
A. NORTON LAURINBURG, NORTH CAROLINA

SED-42
s SED?1
SED
' -3
-40 •
SED
SED-38
i
V M...:....
I

U.S. ARNIY CORPS OF ENGINEERS
Wilmington District
Action ID: 200200677
County: Scotland
Notification of Jurisdictional Determination
Applicant: - Railroad Friction Products Corp.
c/o Arcadis G & M of North Carolina, Inc.
P.O. Box 31388
Raleigh, NC 27622-1388
Telephone: [phone]
Size and Location of Property (water body, Highway name/number, town, etc.): The site is an inactive asbestos
waste landfill (James Landfill) adjacent to Old Lumberton Road and the bypass US Highway 74, Laurinburg,
Scotland County, North Carolina. UTM: Zone 17; 647436E; 3847409N.
Basis of Determination: Determination is based on site visit conducted by Thomas Farrell on May 2, 2002.
Indicate which of the following apply:
4 The wetlands on your lot have been delineated and the limits of Corps jurisdiction have been
explained to you. Unless there is d change in the law or our published regulations, this
determination may be relied upon for a period not to exceed 5 years from the date of this
notification.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is inmost
cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work on the
property restricted entirely to existing high ground. If you have questions regarding the Corps of Engineers regulatory
program, please contact Thomas Farrell at [phone].
Property owner/Authorized Agent Signature Project Manager- i
Thomas, Farrell'
Date: May 23, 2002 Expiration Date: May 23, 2007
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND DELINEATION
FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
Attachments: (1) An Arcadis site layout drawing showing the federal 404 jurisdictional wetland lines on site. The
drawing is dated February 26, 2002 and is labeled as SITE-LO.' (2) Notification of Administrative Appeal. (Note:
Verification letter and site drawing sent to agent only.)
CESAW Form 566
OF WHTFR Michael F. Easley, Governor
- p William G. Ross Jr., Secretary
O North Carolina Department of Environment and Natural Resources
> -! Alan Klimek, P.E., Director Division of Water Quality
March 17, 2003
DWQ # 03-0284
Scotland County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Marshall P. James
301 North Florence Street
Maxton, NC 28364
Dear Mr. James:

On March 10, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of remediation activities for the James
Landfill in Scotland County. Approval from DWQ is required to disturb these areas. Please provide 7
copies of the following information and refer to the DWQ # listed above in your reply. Please show
these on maps of suitable scale (for instance 1" 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 211.0500.
1. Please provide detail for the stormwater management practices since the remediation work
will result in an impervious surface (i.e., the land fill).
Please telephone John Dorney at 919-733-9646 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 211.0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
i R.'Do ey
Water Quality Ce ification Program
cc: Wilmington DWQ Regional Office
Wilmington Corps of Engineers
Central Files
File Copy
Arcadis, 801 Corporate Center Drive, Suite 300, Raleigh, NC 27607-5073
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

OARCADIS 0302,84
Infrastructure buildings, environment communications
Mr. John R. Dorney
North Carolina Department of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Subject:
Supporting Information for the Pre-Construction Notification Application Form
Submitted on March 7, 2003, James Landfill Project, Laurinburg, Scotland County,
North Carolina (DWQ#03-0284)
Dear Mr. Dorney:
A Pre-Construction Notification (PCN) Application Form was submitted to the
Division of Water Quality (DWQ) for the above-referenced site on March 7, 2003.
The DWQ provided a letter of comment regarding the PCN Application Form dated
March 17, 2003. As per the request in your letter, we are submitting engineering
design drawings for the proposed landfill cap. It is anticipated that the engineering
design drawings will provide the necessary documentation for the proposed storm
water management practices.
We would also like to meet with you and/or Mr. Saint Johns to discuss the enclosed
design drawings and our proposed storm water management practices. Steve Levitas,
the attorney for our client, has also indicated he would like to meet with you to
discuss this project. Please let me know if a meeting the week of April 28, 2003, is
an option.
Sincerely,
ARCADIS G&M of North Carolina, Inc.

APR 2 2 2003
Part of a bigger picture
vices Department Manager
iTY '- -A UAL 16-
WJ#k'
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
www.arcadis-us.com
ENVIRONMENTAL
Date:
April 21, 2003
Contact:
Jim Shilliday
Extension:
246
E-mail:
Jshilliday@areadis-
us.com
g/env/lamesLandfill/N0000513.009/CorrespondenceVlohnDorn ey_Letter82.doc
Copies:
Steve Levitas (Kilpatrick Stockton)
OARCADIS
Infrastructure, buildings, environment, communications
WETLANDS/ 401 GROUP
MAR 2 4 2003
WATER QUALITY SECTION
Mr. John R. Dorney
North Carolina Department of Environment and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Subject:
Pre-Construction Notification Application Form, James Landfill Project, Laurinburg,
Scotland County, North Carolina (DWQ#03-0284)
Dear Mr. Dorney:
This letter was prepared in response to your letter dated March 17, 2003, regarding
the Pre-Construction Notification (PCN) Application form for the James Landfill
Project, which was submitted on March 7, 2003. The PCN Application form was
submitted for work associated with remediation activities for the James Landfill. The
remediation activities include removal of contaminated sediment from a wetland
adjacent to the landfill and backfilling the wetland area to original elevations. These
remediation activities are being required by the North Carolina Department of
Environment Health and Natural Resources, Division of Waste Management,
Inactive Hazardous Sites Branch (IHSB). The project manager at the IHSB is
Mr. Kim Caulk.
As per your request in your letter, and as discussed during our telephone conversation
on March 19, 2003, we will submit information regarding proposed storm water
management practices that will be utilized at the site following construction of the
landfill cap. It is currently anticipated that this information will be submitted to you
the week of April 14, 2003. We would also like to meet with you and/or Mr. Saint
Johns to discuss the drawings and calculations associated with our proposed storm
water management practices. I will be contacting you in April to attempt to arrange a
meeting date.
If you have any questions or comments regarding this letter, please contact me at
919.854.1282.
Sincerely,
ARCADIS G&M of North Carolina, Inc.
1
Jam es E. Shillida III, L.G.
Senior Scientis estigatio ervices Department Manager
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
www.arcadis-us.com
ENVIRONMENTAL
Date:
March 20, 2003
Contact:
Jim Shilliday
Phone:
Ext. 246
Part of a bigger picture
g/env/JamesLandfillM0000513.0009/Correspondence/JohnDo rney_tetterfl.doc
?QY v ` ` fiR William G. Ross Jr., Secretary
QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
5?--?
Fax To: (IWO) Fax #:
-o ?
Company: C? 5 Date: f,
Number of pages including cover sheet:
Notes or special instructions:

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 73371786 (phone), 919-733-6893 (fax), (http://h2o.enr.siate.nc.us/newetlands
imap:Htodd.st.john%40dwq.denr.ncmail.net@nplex I mcmail.net:143/f...
Subject: James Landfill
From: "Todd St. John" <[e-mail]>
Date: Thu, 24 Apr 2003 08:13:43 -0400
To: [e-mail]
CC: "john.domey" <[e-mail]>, "Todd St. John" <[e-mail]>
In response to your letter dated April 21, 2003:
I would be glad to meet with you regarding this project. I cannot meet the week of
April 28, 2003. I can meet on May 9, 12, or 13 th...
Please keep in mind, if your client has an attorney present, I may not be able to
discuss your presentation or provide any other input unless our attorney is also
present. thanks, todd
?51- 12- fiI4?1?
lIrl reo?,
01 /,6 r/
C1-1/ 1 14?
1 of 1 4/24/03 8:14 AM
4 01 ISSUED
MEMO
To:
Todd St. John
2321 Crabtree Blvd, Suite 250
Raleigh, North Carolina 27604
From: I oP- James Lyons
Date:
19 May 2003
Subject:
James Landfill Stormwater Controls
?507-0?(
Copies:
Jim Shilliday
Steve Levitas
Howard Grubbs
Harold Moats
ARCADIS Project No.:
N0000513.0009
ARCADIS G&M, Inc.
1131 Benfield Boulevard
Suite A
Millersville
Maryland 21108
Tel [phone]
Fax [phone]
WETLANDS/ 401 GROUP
MAY 2 0 2003
WATER QUALITY SECTION
The purpose of this memorandum is to transmit the stormwater management design for the James Landfill
for your review. The preliminary stormwater management design for the James Landfill was revised in
accordance with changes discussed during our 12 May 2003 meeting. The stormwater management design
allows for increased detention time of the water to reduce total suspended solids prior to discharge from the
wetlands. The stormwater design consists of the following features:
¦ Perimeter channels, which conveys stormwater from the James Landfill to the adjacent wetlands.
The majority (i.e., greater than 75%) of the landfill drains to the north, less than 25% of the landfill
drains to the south.
¦ The stormwater runoff from the landfill that is conveyed to the north is conveyed to a plunge pool
prior to discharge in the wetlands.
¦ The southern perimeter channel contains three check dams.
¦ A stormwater diversion berm is constructed in the wetlands adjacent to the southern outfall to
increase the detention time of the stormwater in the wetlands.
The following drawings are submitted for your review:
¦ Drawing No. 6 - Final Grading Plan
¦ Drawing No. 4 - Erosion and Sediment Control Details and Notes
¦ Drawing No. 7 - Sections and Details
¦ Drawing No. 8 - Profiles, Sections, and Details
If you require any additional information regarding the permanent stormwater management controls for the
James Landfill please contact me at 410.987.0032.
Page:
c:\documents and settings\wgray\local settings\temporary internet files\olk78\stormwater memo.doc 1/1
$$) Written Stormwater Management Plan (No Furthe'A_pp?oO31eeded)
The final, written stormwater management plans s n0 04ing ??a1i signed and notarized
Operation and Maintenance Agreement) dated I Y ' , must be implemented and the
stormwater management facilities shall be constructed and operational before any
permanent building is occupied at the subject site. The structural stormwater practices
as approved by this Office as well as drainage patterns must be maintained in
perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.

?s
,?? vate
l
?VVQ# ®j"b ? Triage On-Hold Letter 2?.4 P Staff Contact "
:)I Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill sloes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the. site plan.
? Please indicate all buffer impacts on the site plan.
a please indicate proposed lot layout as overlays on the site plan.
? . Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
?• Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stomtwater management practices as required by GC
Please provide detail for the stormwater management practices -IVAU Y\
_LkS
nt of project imperviousness area based on the estimated built-out conditions. 6 5?.
?
Please specify the percent c: LW
u
? Please indicate all stormwater outfalls on the site plan. •
? Please indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
U The.- on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary.for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the impacts..
This Office be that the °libWed on the plans ar can be moved or reconfigured to minimize the impacts to the Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations td show that diffuse flaw will be achieved through the. entire buffer. If it Is not possible to achieve diffuse
flow through the entire buffer then. it may be necessary to provide stormwater management peactices that remove nutrients before the stormwater_ .
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/br over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed'.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigaffon
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 214.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
i Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece, .
or on the front If spacepermit&
1. Article Addressed to
Marshall P. James
301 North Florence Street
Maxton, NC 28364
DWQ# 03-0284 - Scotland County
2., _Altlcie Number
(transfer OMP se(vlre labeO.
-m.3'$1°1, ugusf2d6i
A. Si
X P Agent
z ?.?Adt
B. Received by (Pri d Name) C. Date of
01
D. Is delivery address different from item i? ? Yes
If YES, enter delivery address below. ? No

3. Se ce Type
Certified Mail ??ress Mail
? Registered BReturn Receipt for Merchandise
? insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7002 3150 0004 9315 2639
Domestic Return Receipt 102595-r
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
3?III ItI1111 ? flirt rt.{?a?s r? f?rti ?c: t s tf!{i?`?a