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1 <br />' EAST HARDING WAY <br /> SIDEWALK <br /> PLANTER <br /> NO NO <br />' PLANTER STB-1 TDD-6• 3 9 (30) TDD-5 <br /> NO O <br /> 100 <br /> 1 000 MW-3R$ <br /> _ _ ND <br />' TB-3 <br /> Q NEW <br /> 5 700 (30) —NO 10 000 I <br /> TDD-13 U05) <br /> TD A15 �lI <br /> Mw-4• 110 { 0) B-5 I�UNDERGROUN© I I <br /> NO •NO L J <br /> 100--_ KIOSK I TANKS) <br /> RESIDENTAL <br /> o <br /> t o00 � <br /> Q) <br /> TB-4 cn to L —1 <br /> ILY <br /> 3 I 4 100 O W 0 ND'3 Z T8-5 • <br /> cn NO 0 OND TDD-3 <br /> IE w • w NO <br /> C TDD-8 C <br />' 0 w o <br /> Z 7 6 (5 ) w O 8-14 <br /> PT-4 a NO <br /> • 100 <br /> T8 6 1 1 r - - 1 000 T13-8� <br /> 2,404 D ND •2100 {20) 5 800 (3 NO <br /> • 5 •�D-12 } 5 � 1 7 TDD-10 <br /> CPT-2ND MWT5 ® 140 (40) 1 <br /> 8-1 <br /> 10000 L TDD-1 Too-2 I ; NO <br /> NO I <br /> NA ; ®_EW-NA t _ I B-4 1,983 {1 } <br /> 13 (10) ; 8-2 t,1 ? ( MW-2 <br /> TO 1 1 NO • OTB-9 12 (4a)BND <br /> 2200 (3 <br /> 17 (10) 1 ( Mw-6 O <br />' C TB $ND ¢� <br /> I 4,10000 3 <br /> ND 1 l� I ' 4ETCR w a� <br /> TB-10 NO STORE <br /> :PT-3 `NO ROOM w o <br /> �v <br />' G _ G_ G _ G G <br /> Former Restaurant's Driveway <br />' LEGEND <br /> ® - MULTI-PHASE 1,983 (10)- MAXIMUM TPHg CONCENTRATION <br /> EXTRACTION WELLS IN mg/kg (DEPTH OF SAMPLE IN FT) <br />' - GROUNDWATER� <br /> W —1 000— - MAXIMUM TPHg CONTOUR <br /> IR'�ff$®E;{Of�11W�'� SCALE MONITORING WELLS 9 <br /> O - VAPOR EXTRACTION WELLS IN mg/kg <br /> & 20' NO - NOT DETECTED <br /> SCALE: T=204" • - SOIL BORINGS NA - NOT AVAILABLE <br /> — <br /> LS _ REMEDIATION SYSTEM PIPING <br /> GEOHYDROLOGIC NORTH °g;� R00RE U <br />' CONSULTANTS,INC �'q S MSTREBU1100 b OF TPHg M SOL (0a50 FT) <br /> 5912 Bolsa Avenue, Ste 200 Q THMM SERUC E STAT a #971 <br /> Huntington Beach, CA 92649 <br /> www geohydrologtc cam Macman, CA <br />