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HomeMy WebLinkAboutWI0700489_Plans_2019040915,000 UNLEADED 12,000 PLUS 12,000 PREMIUM DUMPS I — ®----------- r L------------ — — — — — — — — — — — L----------J f----------- j 1 CONC. MW-6 B (NM) RETAINING WALL LEGEND RW-1 RECOVERY WELL MW-1 MONITORING WELL I,- DW-1 DEEP WELL (1.42') FREE PRODUCT THICKNESS MEASUREMENT (FEET) - - PROPERTY BOUNDARY - — - 0.5 ESTIMATED FREE PRODUCT THICKNESS CONTOUR (FEET) (NM) NOT MEASURED (ND) NOT DETECTED B MW-13 (NM) T _ � (ND) O (ND) \`T�•d RW-7 CJ'+ (ND) ASPHALT MW-5 B (NM) MW-1 B (NM) DW-3 1 (NM) (NM) BDW-1 (NM) RW-5 (0.55') 0 RW-8 (NM) 0 26 Goo t{IG��P 0 20' SCALE: 1'= 20' O M 00 N I n O N a: Mo '- "' 0 N Z Q O O z Z W c� O U Y Y U W W k! U U W 3 z o cr- Cm 09 Z� Q_9 Wm Q 3 U Q Q p 00 N - = Z D_ 00 W (n O I� } 0] J L�iy J m c JZ DU W j W Z QH W to Wo N O It U W N U-) Vo N COc d wow E c 0 c c w ■� d a c c w9 U7 O N 0 LLJ Q 0 c� Z In 2 W 2 Q�a W U Z W W IL W w JOHN PIKER k REXFORD PINER 4' CHAIN UKK FENCE- 4-4 CHAIN INK THE CORRAL GROUP 11 ASPHALT CONC. 1 1 1 Gi�gJ , I I � � caNa Mw-8 cam C0.V !A 0 - PROPERTY LINE 1 `\ if, MW-4 1 I i PIT (TTP) � 1 Com 1 ASPHALT _ G Ea`d�� ASPHALT ' 4 SAND TTw `� u• RCP 1� i \ jPUMP �� 1 I ECG a I I i I GP-4 8 ' MW-5 I il.1k x j 1` 1 N LINK FENCE HB-3��� 1 1 1 1 1 JANICE WHITE KOONCE, ETAL 1 1 1 1 1 1 ti 1 �GR-13 IW-7 r -DW-3 ZO ►, r ® / GP.-1 O Mw-3 r_< "CANOPY \N J 0 �GP-2/' i ��&��$�p� ETa IO• ACP FF .' wATu ��pa4 ��Pt 00 /�. G �0_,\ o i a GP-12 ®MW-12 / ® / :® �' a,HOATIaN B-1 ' ............... LEGEND Ts N°° STORM SEWER *Lp LIGHT POLE wv• WATER VALVE wMp WATER METER oMH MANHOLE 0PP POWER POLE aTP TELEPHONE POLE Cwr OVERHEAD TELEPHONE LINE ONE OVERHEAD ELECTRIC LINE w WATER LINE e• `CP SANITARY SEWER Mw-1 O MONITORING WELL - SHALLOW Dw-10 MONITORING WELL - DEEP GP-1 A SOIL BORING INFERRED LATERAL EXTENT OF �,�•®�_� PETROLEUM IMPACTED SOIL 1. BASE MAP FROM ELECTRONIC AUTOCAD DRANING BY CHAMBERS ENGINEERING, PA ENTITLED -SITE IRRIGATION-, DATED 8/24/00. 2. UTILITY LOCATIONS ARE APPROXIMATE. 0 4V 80' ` GRAPHIC SCALE SERVCO # 02912 502 WEST GREENVILLE BLVD. GREENVILLE. NORTH CAROLINA INFERRED LATERAL EXTENT OF PETROLEUM IMPACTED SOIL Wallace —Lee Consultants, LLC. FIGURE Am Assessment a Design a Remediotion 6 GOLDEN CORRAL 15,000 UNLEADED 12,000 PLUS 12,000 PREMIUM OUMPSTER RETAINING WALL —RIP RAP SWALE RETAINING WALL \ (-Big \\ \ ASPHALT \ \ MW-4 HUHOT (N5) \ MONGOLIAN GRILL \ / O r�4 -------- --cc Nc. i r _l \ \ $♦e� �pIdP, MW-1 o MW-13(NS)q) 49 MW-7 (N5) (599) MW-12 B CONC. RW-2 - _ / MW-6 -3 MW-2 ` CAN07 (NS) MW -3 RW-5 —I�� = / • , C isMW-15 \RW-8 RW-7 0 (0.63SJ) M1Y-9 ASPHALT (NS) / MW-11 • • CURB do GUTTER • / 0 _LEGEND � Pi MW-1 MONITORING WELL LOCATION DW-1 DEEP MONITORING WELL LOCATION/ m RW-1 RECOVERY WELL LOCATION PROPERTY BOUNDARY MW-10e /♦ \ (ND) NOT DETECTED AT OR ABOVE LABORATORY (NS) METHOD DETECTION LIMITS ' \ a� (NS) NOT SAMPLED (FP) FREE PRODUCT / ♦ ` (599) CONCENTRATION AT LOCATION (ug/1) �' CHURCH J ESTIMATED CONCENTRATION VALUE 5,000 ESTIMATED BENZENE ISOCONCENTRATION CONTOUR FOR THE NC GROSS CONTAMINATION LEVEL FOR BENZENE (ug/1) ® ESTIMATED EXTENT OF FREE PRODUCT (NS) I / I . ' 1 ' I , \ BROWN AND WOOD \ CAR DEALERSHIP ♦ B MW-16 \ (ND) ♦ 0 50' SCALE: 1 50' (D M (D 00 M 04 N 1` N o M '- W Z w O ''- � In 00 N O o Z qk Z w U Y W �1 W U U Z 0 W ZZ w- W z 3 N O p 0 w O O Q wa0oDco-jZ 02 0a00 U m 0 .�' < 0 4 0-Z z =} W > W QOVzxNWo ir Z W N O z In W m uo Tul O N F- 0 z a IY N W V~) N H OC 6 U Z W w W JOHN PINER k REXFORD PINER 4' CHAIN LINK 4' CHAIN LINK THE CORRAL GROUP it C. LYNCH IJOHN � w►s"` �gFV I \ 1 ASPHALT 1 It w 1 1 1 I I l CONC. LP \ LPROPERIT LINE CONC. 1 1 EM1OCx PIT CONC' ASPHALT ASPHALT ®�® C►aOW lP 1 -11 TRAP r,s' RCP JANICE WHITE KOONCE, ETAL CHAIN LINK FENCE B9 A-' 6:_ CONc 1% DW-1 f MW 2 ' � � M 3 k` V� ` QFOUNDARCN too LO' ACP PP WATER MAIN ME W„ '—r "—°P STORM SEWER *LP LIGHT POLE W. WATER VALVE mup WATER METER OMH MANHOLE OPP POWER POLE or TELEPHONE POLE mr OVERHEAD TELEPHONE LINE OHE OVERHEAD ELECTRIC LINE W WATER LINE r VCP SANITARY SEWER Mw-1® MONITORING WELL — SHALLOW DW-10 MONITORING WELL — DEEP A ----A' CROSS SECTION TRANSECT NOTES, 1. BASE MAP FROM ELECTRONIC AUTOCAD DRAWING BY CHAMBERS ENGINEERING, PA ENTITLED 'SITE IRRIGATION', DATED 8/24/00. 2. UTILITY LOCATIONS ARE APPROXIMATE. 0 40' 60' GRAPHIC SCALE SERVCO # 02912 502 WEST GREENVILLE BLVD. / GREENVILLE, NORTH CAROLINA PIP CROSS SECITION TRANSECTS Wdlace—Lee Consdtants, LLC. FIGURE "hh Assement a Dedp o Remedfation 8 WEST B Ln _ "' N _. 100 W LL 80 IIIIIIIIIIIE-TS] rfal EAST B 9 100 lei 8o 70 50 LEGEND 3I -.*—WELL NUMBER MONITORING WELL ----�- --GROUND—WATER ELEVATION (9/19/01) �— SCREENED INTERVAL �—BOTTOM OF BORING 0 20' ao' HORIZONTAL SCALE SERVCO # 02912 40 502 WEST GREENVILLE BLVD. GREENVILLE, NORTH CAROLINA GEOLOGIC CROSS SECTION -S-B' Wagace-lee Consftnts, LLC. FIGURE Assessment a Design o RenedWon 110 GOLDEN CORRAL LEGEND 15,000 UNLEADED 12,000 PLUS 12,000 PREMIUM DUMPSTER RETAINING WALL I � RIP RAP SW/ I 1 f I MW-8 B B MW-1 MONITORING WELL LOCATION 19 DW-1 DEEP MONITORING WELL LOCATION - - PROPERTY BOUNDARY (NM) NOT MEASURED (FP) FREE PRODUCT (92.13') GROUNDWATER ELEVATION AT LOCATION (FEET) 92.10 ESTIMATED GROUNDWATER ELEVATION CONTOUR (FEET) ��► ESTIMATED GROUNDWATER FLOW DIRECTION MW-15 (NM) I I I I I I i I I I 1 I I I I I 0 50Tiiiiia SCALE. 1 "= 50' O 00 I N O N 1`0 Ld p U-) Z O O N I O O O Z � Z c� Y Y U W w W U = V O Ld Z W Z < 9} Z� ar Om Om wm ¢m EK LJ I-- V' � I z 0 Q =�7- Q U Oof O00 0Z OD 0 N Ld m IO OO >.- J N3::Ld QU JW = Z L� Q LLI Z Ld O � CL LLI 0' 0 H 0 LLI (� LEI Q> Q W � C� II N In O u0 Ld W. O N 0 LEI F- Q 0 0 Z NQ I..L n 0 LEI 'I- V ) V) 2 H D_ W W U Z Ld w W LL_ Ld r'