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0845 1500 FL RADIUS 480 RAo0 - 336 1556 \ W�0\ \ \0 Silk likal 1071 i�''U 499 \ \ .� Q 9134 ° Y16:a 706° A* \ 01 4283 \ T \T''3f. \ WI% \ \ \ l \' %-i''- W149 45 --,�, 6821 WM 3 W� \ 0 J till 1 N 1 \ 1 \ \ I 1 J8( WATER METER (not all are active) ACTIVE POTABLE WSW SHARED ACTIVE POTABLE WSW ACTIVE NON —POTABLE WSW UNKNOWN STATUS WSW INACTIVE WSW LEGEND SCALE IN FEET - - _ --- PROPERTY LINE — — — — WATER LINE u 500 � �. DOT RIGHT—OF—WAY — — — FENCE ? — — CENTER LINE WSW=WATER—SUPPLY WELL 1"=500' MU MR MANIWSMINT ASSOCIAUS, INC. File: GJR \GMA\85201 1500RAD PROPERTIES AND WATER —SUPPLY WELLS WITHIN 1500 FT. OF SITE Date: 6/16/2008 Project No. 85201 MIDWAY MOTORS SITE, MIDWAY, BERTIE COUNTY, NC Figure 2 \ /' MW6 / - WW1 MW7 \ .*. h \ - • MW18 hpS j ° \ WI \ MW35 \ • DCW3MW4 7477 MW3R MW3D RW5 \ v - - "RW3 MW13h� \ \ MW19 + SAEO , 4- SNEO 11 -Y ... B0\�0\NC �> \ °4 ,RW2 • '1 ot.l ..T \ MW34 ^ OA \ * " \5\-PN° \ O\OSER RW4 5471 \ MW3 FORMER \^4`3, _ ,, 5 0846 MW14 �h Y \\ \ \ \ RW7 t \\ \ . \ \ ra \ 2\ \ A s. V DCW2 o ', t'.f�,y'y 1 .e MW2 RW6- j 0213 + MW5 l faW9D RW7—l--\yj T 4 \�/OS A\C'\' N ____.--\- MW9R/-- 4 MW9 ' � /J / MW11 + TYPE II MONITORING WELL -0- "MISSING" MONITORING WELL / ABANDONED MONITORING WELL -} "MISSING" RECOVERY WELL El ti M �� TYPEIII MONITORING WELL / `i MW2 3 �.♦ RECOVERY WELL �, MW10MW22 / \ LEGEND RS=REMEDIATION SYSTEM ♦' WATER -SUPPLY WELL0 SCALE IN FEET 0 ELECTRIC POLE 1 Li 40 GMA OROUNOwaneNwwIrw. wss«un;ixc. -- - -- ---- PROPERTY LINE — — DOT RIGHT-OF-WAY C : LIMITS OF EXCAVATION 1'=40' AST=ABOVE GROUND STORAGE TANK EDGE OF PAVEMENT LANE MARKER GJR File: SITE\GMA\85201 LOWELLON OF USTS S, RECOVERYAND WELLS,CANDTION ON-SIIME WATER -SITS, U MONITORINGLWE Date: 9/1/2009 Project No. 85201 MIDWAY MOTORS SITE, MIDWAY, BERTIE COUNTY, NC Figure 3 \\\\/ / --MW6 � ----------\ \... ! MW18 +WWI \ DCW34MW4 \ MWJPNWSOJ RWS\'" \ MW19 41 \1`MWI3 RW] RT3 VO * E4 / O RW4 R yrz WWS MWI6 MWIR �......^"' MWBR w�µ'Y \l i D NW40/ US MW24 / /� MN25 / �M�3D WI]� \ \ BETTIE DOMECO MW12 PROPERTY \ / \ \ , \ wv2 + MW33 \ DETRE PROPERTY \ MEI j \ \ \ / / ..-0----/ — / — MW4 y� / \ a \ \ \ o WWSa ��, \ \ WWSb *mg \ C. 0. BYRUM \ PROPERTY \ \ BETTIE DOMECO \ �\ PROPERTY \ \,� — — \ \ \ S ROPERTYUM \ \ C.PRDOPE RRTY \ \ MW36 MW /fin \ M ARY ERTY PROP MW38 MW39 / / / / \ \ WW6 \ 1 T \ \ \ \ \ \ ` \ \ \ \ 4\ \\ N — LEGEND — _ - - PROPERTY LINE Y h TYPE II MONITORING WELL 4- DEEP TYPE II MONITORING WELL 0 TYPE III MONITORING WELL ♦RECOVERY WELL INACTIVE WSW SCALE -ACTIVE POTABLE WSW 0 -cuARED ACTIVE POTABLE WSW 1 T� IN FEET 60' 120' GMA v ---^W- �- - - DOT RIGHT-OF-WAY EDGE OF PAVEMENT -�- - CENTER LINE OROUNOWAtt4 MANAGEMMMSSOCIATES. INC. DITCH -$-ACTIVE NON -POTABLE WSW File: DRAWINGS/85201 MW2-10 LOCATICTIS OF MONITORING WELLS Date: 3/10/2010 Project No. 85201 MIDWAY MOTORIS SITE, MIDWAY, BERTIE COUNTY, NC Figure 4 �°' \ MWI6 \ MW9D vim* MWT6 MW2% /"� /•, / // /DOMED:,W12 / / \ \ ' \ \ WW4 4. \\ 1 T \ \ \ \\ ` / DCW} �T MW35 MWI.�.4 :L MW4 Moak MW3D� RWS RW +9 R OIdWl3 # 2 + 1� / MWIR MWSR " MW25 MY2 - uW2}D IW2L.------ \ \ \\ M \ BETTIE DOMEC \ PROPERTY� MW33 \\\ \ $ \ �/ \/} \ '/ / / / / / / MARY GRIFFIN PROPERTY MYR6/ MW26/ '• MW36 \\ \ o WWS \ MW37 WW55 t. _ w9 36 A' C. PROPERTY \\ \ MW A BET➢E DOM \ PROPRttECO \ \ \ \ \ \ MW}9 \ STEVEN BYRUM \ \ PROPERTY \ \ \.------)\ ��` \\ \ C.PROPERTY MW}U \\ \ // // / / / / / t\ / \\\ \ \ WW6 \ + \\ \ \t \\ \ \ B PROPERTY 1 \ MW3 \ \ \ \ \\ \ \ \ LEGEND — - - — PROPERTY LINE -TYPE II MONITORING WELL *INACTIVE 4-ACTIVE DEEP TYPE II MONITORING WELL 45 TYPE III MONITORING WELL WSW POTABLE WSW SCALE IN FEET o 60' HARED ACTIVE POTABLE WSW I ' ' ACTIVE NON —POTABLE WSW 1"=120 120' 1 �7MA'(:'a v — — — DOT RIGHT—OF—WAY EDGE OF PAVEMENT "`"tom - "'ti GROUNDWATIR MANAGEMENTASSOCIATIS, INC. --- CENTER LINE LANE MARKER -III- RECOVERY WELL DRAWINGS/85201 File: A—A'TRACE LOCATION OF HYDRO IEOLOGIC CROSS SECTION A —A' TRACE Date: 4/30/2010 Project No. 85201 MIDWAY MOTOR? SITE, MIDWAY, BERTIE COUNTY, NC Figure 5 + ee MW35 \ RW5 W3R M D 4].40 48LCI wr: 0,063 ' \ 40 W4 \ �46.1• 4TW0�]48 41 ofe I MW9D 8.59 j WW} 7. MWP �4 02 MYr5R 48.25 47 6W80 / 8.29. ...//„00 \t ./"i / �'�L ';: W27 �49.. 29 '//' �,,.. / / \// W♦2 46.344 \\ TIE DOMECO ERTY�\C. �� \ \\\ 4 \ \ \ \ ' GENERAL NOTES: \ 1. CONTOUR INTERVAL = 1.00 FOOT 2. ARROW INDICATES DIRECTION OF GROUNDWATER FLOW \ 3. DITIO ISOTROPIC LEVELCONELEVANSTIONSARE AREASSUMED POSTED BY EACH WELL 4. WATER \ 5. ( ) INDICATES DATA NOT USED \. \ MWI4 (45.80) ♦,. ,..../-,.�=�`-�1Y�-fr��48 ��M1--^.`„�-•/'/ MW26/ 46.]] �--'" W26i MW24 W250/ ` \V A \W5° A VMW29WSb1/\ MW12 D. BYRUM \\ PROPERTY \ B MW33 \\ B PROPERTYETH ECO \ ' ` _____,1 � \ MWJI44 STEVEN BYRUM \\ \ PROPERtt \ \\ C. D. WU3MD \ \ PROPERTY \ \ \ n, \ -�.-'' MW32 m / / MARY GRIFFIN / PROPERTY MW36 \ \ A w\ ..37 38`BE \ IE DOMECO \ ((77TT \ 7ROPERtt \\ \ " MW39 \ \ -' \ \ — - /,..--"1,...---,... „"." /C \ \ \ Y \ \\ \ / \ \ \ — LEGEND — PROPERTY LINE TYPE II MONITORING WELL *INACTIVE WSW A,DEEP TYPE II MONITORING WELL *ACTIVE POTABLE WSW vi TYPE HI MONITORING WELL HARED ACTIVE POTA '♦'RECOVERY WELL ACTIVE NON -POTABLE SCALE IN FEET 0 60' LE WSW 1 u 120' I GMA GROUNDWATER MANAGEMENT ASSOCIATES. INC. ----- — — — DOT RIGHT-OF-WAY EDGE OF PAVEMENT CENTER LINE WSW 1 =120 DRAWINGS/85201 File: SHALLOWEOUIP2-10 SHALLOW MONITORING WELL EQUIPOTENT AL MAP, 2/23-25/2010 Date: 4/7/2010 Project No. 85201 MIDWAY MOTORS SITE, MIDWAY, BEF TIE COUNTY, NC Figure 7 \ \\ MW18 36 MW9D MW16* + 36.19 WW3 \ � / / 36.-------------- 6 / ' / \ \ \\\ \ GENERAL NOTES: \ 1. CONTOUR INTERVAL = 1.00 FOOT 2. ARROW INDICATES DIRECTION OF \3. ISOTROPIC CONDITIONS ARE ASSUMED 4. WATER LEVEL ELEVATIONS ARE \ 5. ( ) INDICATES DATA NOT USED \ \ 4 MWI4 MW36 / / /- / l--' �..... .:.. / / ...-"'.-.' � / /\\ / / 11 MARO GRIFFIN \ / PROPERTY \ \ 1 .. MW36 \ Z J4.2B \\ WW6 \ .4 \ \ ` D. ce \\ MW37 34.24 \\\ .. MW38 33.86 \ E OOMECO \ \\ \ 3324 \ \\ \\ ,-"� \ \ / \ 1 / \ / /' \ \ \ \ l — 5 .CW3 :, MW4_'3� \ ,AR 8 RWS / .� 4 ' / RW4 R / W2 / ftWl / .. MW2B/ M i BD �. W2Gi34.44 MW9R 4 3 46.' /u5 � MW24 //� MN63 MW26 4.83 34.88 \ 6. 9,230 34 33.94 \\ ?a / , \ .0 \\BETTIE PROPEfttt W \ M\�ZWW2 \\\ C.PROPERTY13.18 \\ `+ MW33 \ BE PROPERTY BP OPERTY DOMED) \ \ MW31 \ 33.34 \\ STEVOPEEN R7m y,M �1\ \ \ \ I 3276 C. D. BYRUM \ PROPERTY GROUNDWATER FLOW 1 \ +' POSTED BY EACH WELL \� \M \� \ \ ; 3/- —LEGEND- - - -- — PROPERTY LINE — '-TYPE II MONITORING WELL *INACTIVE WSW el. -*'ACTIVE POTABLE WSW DEEP TYPE II MONITORING WELL © TYPE III MONITORING WELL HARED ACTIVE POTABLE A, RECOVERY WELL ACTIVE NON -POTABLE SCALE IN FEET o so' 1zo' WSW I u I WSW 1 -TZD GMA ..�_.. �;.,::. OROUNDWATRRMANAO[MRNT ASSOCIATES. INC, — DOT RIGHT-OF-WAY EDGE OF PAVEMENT - — CENTER LINE DRAWINGS/85201 File: DEEPEQUIP2-10 DEEP MONITORING WELL EQUIPOTENTIAL MAP, 2/23-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS SITE, MIDWAY, BERTIE COUNTY, NC Figure 8 /- - C�/ \ \ MWI6 O5 \ 41 .�. WW3 \\ <C.5/ / �MW6 -\ - - <0.5 Y WWI <0.5 DCW3 Q1<0.5 \ <0<04 F5RM03D 475\ R� \ <05 E WI3 1 \ 15 �I / `yNnW54 40 / CX / 57 / T p RW Y2 \ RW4 3 RW 63 NW90 140� ..-/� <OS M J -' 6Wj-..� H W'yW24 W��w 0.5 3i 1.1 310 W2� 4W�>40.5 cis H21 e \ VMS] \ / / /�/ / // �/ / / -"'�' / �..i�/l / \ �/ / \\`\ ----- \ ; 0.5 \ V2§ O.5 •• MW]6 <0.5 ® mwsco ®� Q \ W1W6 \ \ o \/ \ MW37 \\ \ ® / 7�<0.5{ MWI2 WW5b BETTIE DOMECQ <0.5 ` \ / \ PROPERTY \ C. D. B ,,,,..-''' / /) \ \ WW2 \\ PROP / \\ \ 53 `�,5 1 WW4 BETE DOMECQ \ \1 \'�' PROPERTY \ i -46k \ 0 MW31 STEVL74 \ - /�\ \ \ \\ \/--\ \ \ \ \\ \ ESTIMATED HORIZONTAL EXTENT OF BENZENE AT CONCENTRATIONS \ GREATER THAN 15A NCAC 2L GROUNDWATER STANDARDS, 2/23-25/2010. MW32 Concentrations of BENZENE in parts per Wien (ppb) are listed beside each well. <0.5 BENZENE standard (per 15A NCAC 21.) is 1 ppb. Value inside ( ) not used to canstmct map. + 1 �- MARY 4-MW29 PROPERTY \t80 \ UM I .• MW36 \ RTY \ )1 <0.5 \\ BETTIE DOMECO / \ ___.„-'1 \ PROPERTY \ - 059 \ RYRUM \1 O \ \ - \ ! 1 - MW304 \ \ -<0.5 ` ,- C. D. BYRUM \\1 - \ \ PROPERTY \\ - - \\ / " N \ —LEGEND- - - - — PROPERTY LINE + TYPE II MONITORING WELL * INACTIVE WSW DEEP TYPE II MONITORING WELL SCALE IN FEET GMA — DOT RIGHT-OF-WAY #.ACTIVE POTABLE WSW 0 60' 120' EDGE OF PAVEMENT i� �� TYPE III MONITORING WELL I I_J I �? — - — CENTER LINE y HARED ACTIVE POTIBLE WSW 1*-120 r -- DITCH T RECOVERY WELL 0 ACTIVE NON -POTABLE WSW GROUNDWAWR MANAO[MENT ASSOCIAiIS INC. GJR\GMA\ File: CONC2-10 BENZENE PLUME, 2 23-25 2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 9 / /�i//i///'� / / / / / / -// \ W2�/ /\ \ 0.5 0.5 " MW36 G0.5 \ \ TW6 a \ \ \ o \ \ \ a \ .. MWS7 \ t A.5 MARY GRIFFIN tV 9 \ PROPEPROPERTY/, UM t •, MOW36 \ RTY \ \ \ \ DOMECO \<tPROPERTY \ - MW39 \ t0.5 \ BYRUM \ PROPERtt ' \\ \\ \\ 1 C. D. B R UM Pl } ' ' /y l ' \ \ , , \ \/� -- —7 N \ // / / \------ \ YWI6 �� \WN3 \ MW2a <E.5 / / / J / �\ \M4 \ \ \ \t \\ \\ ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC 2L Concentrations of ETHYLBENZENE in MWG 1\�/<-yrSB / �Y <0 \ <054 \ T 0CW3 �MW35\ \ MW19 5 <0 5 MW30 3WD\ RWJ l <0.5 jj3 \ ,V R 3 133 RW / 'hlW34 1100 / 4,� IIITTT 165 /0Rva 200T R3 <0.5MRYA /T MW2 700 / / .-/ aMW24G0 0.5 O so* 5703/ W25 W2] 5-MW23D W21 1B�O <0.5 t ww 7,� /G0.4 \ �A, /<0.5 y BETTIE DOMECO <052 \ `Y5bMg \ PROPERTY \ \ C. D. B 4 t \ WyY2 \ PROP W BE \ PROPERTY i MW31 <0.5 STET/EN \ \\ \\ \` OF ETHYLBENZENE AT CONCENTRATIONS \ GROUNDWATER STANDARDS, 2/23-25/2010. MW32 ports per billion (ppb) are listed beside each well. <0.5 is 6W ppb. Value inside ( ) not used to consbud may. 4 \ i EfHYLBENNIDIE staidard (per 15A NCAC 2.) —LEGEND— - - - - PROPERTY LINE — DOT RIGHT-OF-WAY .S- TYPE II MONITORING WELL 4- ( INACTIVE WSW DEEP TYPE II MONITORING WELL ♦-ACTIVE POTABLE WSW is TYPE III MONITORING WELL �y� HARED ACTIVE POTABLE T RECOVERY WELL ''ACTIVE NON -POTABLE WSW 0 SCALE IN FEET 60' 120' � � EDGE OF PAVEMENT * ;�F* �---" GROUNDWATER MANAGEMENT ASSOCIATES, INC. I WSW LJ 1'=120' I — - — CENTER LINE DITCH GJR\GMA\ File: CONc2-1O ETHYLBENZENE PLUME, 2 23-25 // 2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 10 J/ - // \/ \ \ \ MWI6 <1 \ WWJ \� MW20 d5/ / / / / l\ �(\ / \ \ vAim \ \\ \\ \ \ \ \\ ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC 2L GROUNDWATER Concentrations of TOTAL XYLENES TOTAL XYLENES standard (per 15A NCAC a) yyQ0 w1A, MW6 \\� ,_.---AP Y<1.5 \ <1.54 1 OCW3 MW351 + WJR \ Mwl9 <1.5 <1.. W450\a� 1RW1 \ <1.5 <I 5 HW54 RW2 900 / RW4 RW ftWl 13 4 M R 700 5.3C 3700 =•�� M�Wp 4 r 1.5 Us M 4.� 1.5 <1. W25 1660J� / / ... �.. / 5 .5 1.5 \ tt \ .- \ \ S ° \ \ MW29 \\ \ 81 UM TY \ \\ /` BETTIE DOMECO \ J \ PROPERTY - 1 \ ROPEUERUM i\ - ' MW304 `\ C. R. BYRUM \ PROPERTY - / /�j� / / M 5 <7.5 WW6 \ \ — Mw37 \ <15MPROPERTY ARY N .. MWJB \ <1.5 \\ \ — MW39 \ \\ \ 1 \ \ N \\ \�� VR22— w23D W22.—<1.5 <1.5 WWII W21 15 \ /`\ G7�t1,5 \ w1\'SE BETPE DOMECO <15A- ` \�� \ \ PROPERTY \ Y \ Ww2 �\ PROPS \ ��, 533 B TTIE D M CO\ \�� MW31 <1.5 S .ice\ } \ \ \ \ \ OF TOTAL XYLENES AT CONCENTRATIONS STANDARDS, 2/23-25/2010. \w32 <1.s in parts per %Anon (ppb) are listed beside each well. 6 500 ppb. Ydue inside ( ) not used to construct map 4- --LEGEND — — — — — PROPERTY LINE '$' TYPE II MONITORING WELL + DEEP TYPE II MONITORING WELL ( INACTIVE WSW ♦ ACTIVE POTABLE WSW TYPE III MONITORING WELL �� HARED ACTIVE POTABLE ♦ RECOVERY WELL ACTIVE NON —POTABLE \NSW SCALE IN FEET— 0 60' 1 VJ 120' GMA t- n `.`-,'.`., GROUNDWATER MANAGEMENT ASSOCIATES, ANC DOT RIGHT—OF—WAY EDGE OF PAVEMENT WSW 1-=120 — — CENTER LINE DITCH GJR\GMA\ File: CONC2-10 TOTAL XYLENES PLUME, 2/23-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 11 \ \ MWI6 Q+0 \ WW3 \ <3;D /Y / / �. /\ / \\ \\� \\ \ \ \ \ \\ ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC 2L Concentrations of NAPHTHALENE NAPNTNALENE staMard (per 15A NCAC R) WW AMW6 1 Tr \ q�MW3R p5 \ <209 1. 3 20 ,p6 / RR�TTff33 RV? \ 3.8 * G[. 651 R \ flWl 34 0 <2.0 420 � Q.0 M fl , Mw9R 120 'll �qq( MW20 340 .�- U`+�W1.V 17 M 4 2.0 / 599LL1 MW25 7 / / /..- .--' � Jan / / / / / // / 1 MW2§/ \ Y2� .0 •• MW36 \ 2.0 <2.0 \ a. 1 \ a \ lik \ o \ \\ •• MW37 <2.0MARY GRIFFIN �MW PROPERTY \ \ 2.729 \ \ \ .. MW36 RTY \ \ <2.0 \ BETTIE OOMECO \ \ PROPERTY \ l \\ •. MW39 \ 2.1 l ROPERTY \\ \ \ /�\ MW30 \ ERTY C. D. BYRUM COP \ `// N \ Y121 Q.D \\ WI7 % MW12 any / BETTE DOMECO <2.0 \� Wi5 \ PROPERTY \ \ C. D. BYRUM \ \ \ ,,wW2 \ PROP \ Tw033 \ BETTEP OPERTY CO MW31 9 QCM\ ST �\ \ \ \ \ \ \ OF NAPHTHALENE AT CONCENTRATIONS GROUNDWATER STANDARDS, 2/23-25/2010. \W32 in parts per billion (ppb) are listed beside each well. <2.0 Is 6 ppb. Value Nside ( ) not used to construct may. 4-I. --- -LEGEND— — - - — PROPERTY LINE( ..- TYPE II MONITORING WELL INACTIVE WSW DEEP TYPE II MONITORING WELL y, ACTIVE POTABLE WSW li ,a �� TYPE III MONITORING WELL HARED ACTIVE POTABLE -#- RECOVERY WELL NON -POTABLE SCALE IN FEET 0 60' GMA enr tz ✓ �""'^•-'-""' GROUNDWATER MANAGEMENT •ssocuns. we T INC.ACTIVE — — DOT RIGHT-OF-WAY EDGE OF PAVEMENT WSW _ 1�-120 WSW — - — CENTER DNE DITCH GJR\GMA\ File: CONC2-10 NAPHTHALENE PLUME, 2/3-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 12 MWI6 11i-s!12T \ \ WN4 \I* \\ \ \ \� ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC Concentrations o/ 1,2—DICHLOROETHANE 1,2—DICHLOROETHANE standard (per 15A \ OCCW3 BII W35 \\ 232 N �5S' WRM� 0\ \/ \ MINA \ <0.51p,}<yWli Ry dWPv 0co+25W23a230<0.5 —it <02\ \ PROPERTY \� \\ \ T 53 \ BETPE DOMECO PROPERTY \ MW31 <0.5 \ \ \ \\ o,—_l OF 1,2-DICHLOROETHANE AT CONCENTRATION 2L GROUNDWATER STANDARDS, 2/23-25/2010.\MW32 <0.5 in parts per billion (ppb) are listed beside each well. NCAC 2L) is 0.4 ppb. Yolue inside ( ) not used to canst ict mop. / / / /y% \\ \ \ `\ BEPR PER TTIE DOMECO \ �^ __,,,...)\ \ \MW39 T ROPERTYDM \ \ �C.PROPERTY.BU \` / l' ,--".%„i / / / <0 5MARY GRIFFIN `\ECO\ PROPERTY \\ <0.5MW38 \ \ 4.7\ \ --\ \ 4 \ \ N \ —LEGEND — -- - - -- PROPERTY LINE — + TYPE II MONITORING WELL * INACTIVE WSW 4- DEEP TYPE II MONITORING WELL 1 t ACTIVE POTABLE WS rl If TYPE III MONITORING WELL HARED ACTIVE POTABLE T RECOVERY WELL ACTIVE NON -POTABLE SCALE IN FEET., 0 60' LJ 120 I ^ Y MA DOT RIGHT-OF-WAY EDGE OF PAVEMENT a 1"`"•. ORGUNOWATEA. MANAGEMENT ASSOCIATES, INC. -- - ---- CENTER LINE WSW 1'=120'"u"'-`^ WSW DITCH GJR\GMA\ File: CONC2-10 1,2—DICHLOROETHANE PLUME, 2/23-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 13 \-------OC,uW,3 \ MWl6 AR <D 5 \ ww3 \ \\\✓ /� /�� ./ / r / \ \ " > \ \ \ \ \ \ \ \\ \\\ ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC Concentrations of n—PROPYLBENZENE n—PROPYIBENZENE standard (per 15A \ MW9 <0.5 MW20 /<],(V \ Y \ \ /—/\\ J OF n—PROPYLBENZENE 2L GROUNDWATER in parts per billion NCAC 2L) is 70 ppb. 4MW35 WAIW3R <0 5 <0 5 MW�<0. �41 O RW4 RW RWI 200� .. Jr M R %'� MW9R 87 /wvii / MW2� <0,5 MW25 W2] 0,5 23D IW2f .Y \ WW /<0� BETPE DOMECO<0h5 2 \ PROPERTY \ y \ C. D. B \ WW2 \\ PROP �<053 BETTE PROPERTY CO\ MW'31 0'5 \ 5 \ \\ \ \�/• \ \ \ \ AT CONCENTRATIONS STANDARDS, 2/23-25/2010.\Mw32 (ppb) are listed beside each well. 0.5 Value inside ( ) not used to construct map. / J/'/^ -"�� / +. W2§/ W2§i 0.5 r \ a \ a \ 0.76 \ SUM 0.76 \ RTY \ X BETPE DOMECO J /% PROPERTY \ \ \ P EN BYRUM \ \ — MW035 \\ \ C. D. BYRUM \\ \ PROPERTY / \ , \ ,,,/^ r\ —' y� \ MW36 0.5 \ YA46 \ T .. MW37 <05M ARY GRIFFIN \\ .. MW38 PROPERTY \ <0.5 \ \\ .. <0.5 \ \\ / J \ "^ i ' / \ \ N \ \ —LEGEND— — - - — PROPERTY LINE hh TYPE II MONITORING WELL jINACTIVE WSW DEEP TYPE II MONITORING WELL T ACTIVE POTABLE WSW /� TYPE III MONITORING WELL y�� HARED ACTIVE POTABLE T RECOVERY WELL ACTIVE NON -POTABLE YlSW SCALE IN FEET 0 60' 120' € 1 GMA, ogouNOWATSA MAN/LOCMLNT#SSOCLAWS. INC. — DOT RIGHT-OF-WAY EDGE OF PAVEMENT CENTER LINE WSW 1'=120' 1 DITCH G File: cONC2-10 rlc2-to n—PROPYLBENZENE PLUME, 2/23-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 14 I // -/- / (\\/ \ \ M/,56 \ Y \ MW20 <C.5 !-&- / / l \ WW4 \� \ \ \l \l \ \ \\ ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC 2L of ISOPROPYLBENZENE ISOPROPYLBENZENE standard (per ISA NCAC \\-! <0 56 / \ WW1 <0.5hW1 \ ir DCW3 �MWJS\ Y C0 <0.5 \ \ MW1B a 5<0. 3R • 0 tid \ R'M \\ < l� WI3 <y R <OS T / \Mµ34 R 77® O ; / 5 \ IyyB-� R 4 R ii MW90� �78 T <0.5 JR -�l 6 !'-osW�I,Y MW4W5�. ' / MW25 3D l H21 1J <0. gyp. — MW1 / 7y BETTIE DOMECO <0.2 \ `\ \LUM PROPERTY C. D. \ \ \ WW2. \\ PROP \ +<053 BET➢E DOMECO\ PROPER MWJI <0.5 \ \ \ ,/\ \ \ \ \ \ OF MOPROPYLBENZENE AT CONCENTRATIONS GROUNDWATER STANDARDS, 2/23-25/2010. \W32 in parts per n (ppb) are listed beside each well. �'S Nam 2L) is 70 ppb. Value nsIde ( ) not used to construct map. + J /// ----- / / / / .+1�' .-- / / / l/~ / / / \ MW2$/ \ \ € +0.5 \ W6 r \ ec \ ` \ <0.5 X. GRIFFIN MYrz9\.4 \ M PRARY OPERTY MW30 RTY \ \\ •. <0.5 \\ BETE DOMECO \ �\ PROPERTY \ \ \\ <0.59l TEVEN BYRUM \ PROPERTY \\ \ l , MW30A\ //\\ C. R. BYRUM \ \1 \ PROPERTY \ ..� \ l N \ - — LEGEND — - - - - PROPERTY LINE '$' TYPE II MONITORING WELL J,� INACTIVE WSW 41e. DEEP TYPE II MONITORING WELL -} ACTIVE POTABLE WSW riN e� TYPE III MONITORING WELL HARED ACTIVE POTABLE -} RECOVERY WELL ACTIVE NON —POTABLE SCALE IN FEET 0 60' 120' GMA t ''' ��"� GROUNDWATER MANAGEMENT ASSOCIATES. INC. — — DOT RIGHT—OF—WAY EDGE OF PAVEMENT LJ i WSW I 7•_720 WSW — — CENTER LINE DITCH GJR\GMA\ File: CONC2-10 ISOPROPYLBENZENE PLUME, /23-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 15 �� // \\//<0 S6 / 4. W <0.5 \ MW14 \ OCW3 �MW35\ <05 MW30 RW7 \ / \ <05O 05W3R RWO\ R 3 1.1 T / \ \u y 490 / \OT��S ♦ / \ NWI6 O R RW N2 �y <0 5 \ RWI y �P $ MWB $SOT / \ WWJ <0.5 M R ./-- MW20 600 i,,W%Y 1l / MW25— W2/ � Us MW24 <�S MW250.5 / W23/ 0.5 32 3D W2],Cp c Wlly �' \ l * 5 BETTIE DOMECO<MY / 0.52\ _ / \ \ PROPERTY \ Y. C. D. BYROM \ \ \ WW2 \X PROP=RTY / \ \ f<0 33 MECO\ \ `W O THEPRODOMED') \ MW31 -4){ \\ \<0.5 \ \ \ /�\ \ \ \ \ \ \ \\ \ \ ESTIMATED HORIZONTAL EXTENT OF 1,3,5—TRIMETHYLBENZENE AT CONCENTRATONS GREATER THAN 15A NCAC 2L GROUNDWATER STANDARDS, 2/23-25/2010.\MW32 <0.5 Concentrations of 1,3,5—TRIMETHYLBENZENE In parts per billion (ppb) are listed beside each well. 1,3.5-1RIMENYIBEIRENE slaitlad (per 15A NCAC 2L) Es 400 ppb. Value inside ( ) not used to construct map. i / / / i ./�� / W2� 0.5 r \; 1 CC \ \ 56 .S8 \ \ \\ y BETTIE DOMECO / \ PROPERTY \ \ \\ ROPERTYUM \\ ,I� MW30 " T <0.5 C. D. BYRUM \ \ PROPERTY /' \/ / //.///i l /'/ / / / i MW36 \\ WW6 \\ \ <0.5MARY \ GRIFFIN \ PROPERTY \ .• MW3B <0.5 \ \ \ <0.5 1 \\ \ ,/" —� \ N \\ — LEGEND — — — — — PROPERTY LINE — TYPE II MONITORING WELL J INACTIVE WSW DEEP TYPE II MONITORING WELL #- ACTIVE POTABLE WSW is TYPE III MONITORING WELL HARED ACTIVE POTABLE ♦ RECOVERY WELL ACTIVE NON —POTABLE SCALE IN FEET 0 60' 120' 1 1 I I /� G M A ■ ■A 'y GROUNDWATER MANAGEMENT A550C1A11e, INC. DOT RIGHT—OF—WAY EDGE EDGE OF PAVEMENT — — — CENTER LINE WSW 1s=120 WSW DITCH GJR\GMA\ File: CONC2-10 1,3,5-TRIMETHYLBENZENE PLUME, 2 23-25 2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 16 //-\ -�<W - \ MWI6 \ ( 1 Y!Y/3 \� / <.5/ / �- // �(\ / \ 1 'M' \ \ \\ \ \ \ \ ESTIMATED HORIZONTAL EXTENT GREATER THAN 15A NCAC Concentrations of 1,2,4-TRIMETHYLBENZENE 1,2,4-1RAJOHYIBENZENE stmdmd (per 15A ---ekMW6 W1 <0.5 W<0.5 \11- OCW3 .MW35\* \ 45 mw4WN WR RW5\<0.30RW+ / \\ +11. R \\ O RWI 3y4O 97q 0 /.. MW9 2000T //� G0.5 \ M R ,./�,.. MW9R 6Q0.-' .,- �K0.5 MW20 17� ....-U „ why -"Cr\i <0.524 MW25 _-- 1 <G.5 0 \ W27�.5 <0.5� <0. Iw21 \ ;a 57+p GO. \ < WWII / BETTIE DOMECO <DI \ C. D. BMUM \ PROPERTY \ \ \ \ WW2 \\ PROP \ �GO SJ B TTIE DOMECO M CO\ \ MW31 4\ <0.5 \ .„-----\ \ \ \ 1 \ \ \ OF 1,2,4—TRIMETHYLBENZENE AT CONCENTRAT ONS 2L GROUNDWATER STANDARDS, 2/23-25/2010.�AIw3z m.s / ---- -- ...----- 0.5 '• \ a a p \ o i \ \ Sb .�MW29 \31 \ RTY \ \\ /+ BETTIE DOMECO J \ PROPERTY \ / \ \ PROPERTY UM \\ \ ,- MW30 A1 1 C. D. BYRUM \ \ PROPERTY / // \.....----'-- - / lJ MW36 <0.5 " MW37 <0.5 •• MW38 <0.5 .. \\1 / // /�/ - J// \ \ VMS \ y. T \ \ GRIFFIN \\ PROPERTY \ \\ MW39 \ 0.88 \ \\ - \ \ N \\ in parts per balion (ppb) are listed beside each well. ,� NCAC 2L) is 400 ppb. Value inside ( ) not used to construct map. — LEGEND — — - - — PROPERTY LINE + TYPE II MONITORING WELL * INACTIVE WSW 4. DEEP TYPE II MONITORING WELL is ♦ACTIVE POTABLE WSW 1i TYPE III MONITORING WELL HARED ACTIVE POTABLE RECOVERY WELL ACTIVE NON -POTABLE SCALE IN FEET 0 60' l • ! 120' I GMA — — DOT RIGHT-OF-WAY EDGE OF PAVEMENT , OROUNOWAIIR MANAGEMINM53OCIATIS. INC. — - — CENTER UNE WSW 1'-120'%� WSW DITCH GJR\GMA\ File: CONC2-10 1,2,4—TRIMETHYLBENZENE PLUME 2/23-25/2010 Date: 4/8/2010 Project No. 85201 MIDWAY MOTORS, MIDWAY, BERTIE COUNTY, NC Figure 17 IN