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l <br /> t <br /> AEVISgNS <br /> �` ZRfi REW O[SCF�P,R1N SATE "PR D <br /> iJ <br /> 1 <br /> D LEGEND <br /> D <br /> Step-Gut Sampte location <br /> Iy <br /> TANK(Former 00 Storage Tank) ■ Pot-Hole S a m p t e l o c a t i o n w <br /> UT 5 Confirmation Sample location <br /> pp5'th TPH Q<50 5.5 <SU <br /> S.TANK Del' 1.9*9 <50 50 <br /> 7' oW 5 Extent of Excavation <br /> B_.e#1+ 3_N UT I peat ied B&0 ' <br /> • - 6.5' 19 <50 <br /> 15, <7 •:50 <br /> ,. P Existing Tank <br /> S BH6 <br /> 25' <I <50 T /SWMU21-S14 'e't 7P6tl <br /> 30' Q <M �BH1 ;d � 6• 5. 3.4 (50<50 Bebth "°� `50 - Step-Gut Sample location <br /> 40' '1 <50 Death TPH(1607 <br /> C 45' <50 0W 1 12' 5,000 3.600 B25 11 <br /> Depth TPH MG 0102L �y U21-S13 h 201 T 4 6�8 <br /> le 5.3 <50 Depth - U$.G e. 0 5' 2,3 <50 Desch IP0 1130 "1 C <br /> WM <br /> L=.att, TSN M <br /> 16.5' 1.100 930 . S.E.TANK <br /> Deoth W 15• ,I <50 Additional Sal'1ple toCat�on <br /> ac70 40 UT 2 3' 4.1 <50 25' <1 <50 . <br /> 101R 6' 7.3 UT 3 Dept 3 30' •.1 <50 <br /> B-ati, TPH OgG 7' 33 35' <1 <50 <br /> 5' 7.000 12.0r00 16.5' 6 800 q p0 a <br /> 40 it 50 <br /> 01 22 150 Dept IPN B5G ?� BOTTOM <br /> 25' 0 FO I 10' 170 150 I 6• <50 <br /> 30' `9 <50 BH5 <br /> 35' '1 50 <br /> 1 <br /> S30 E-WALL <br /> <15'-25') <br /> OW 4 Uesth IH <br /> 1P.2 <br /> BH3 <br /> SWMU21-S9 I Depth IL M neou TPH DAG _ G <br /> S`B Reath I7 pyg 15.5' 310 110 6' 2.7 <50 <br /> 2.5' 3.1 <50 De.t <br /> TPH M <br /> Ben1h TP6 Mr, 5' 2.7 <50 10' 870 590 <br /> 20• <7 <S0 41BH2 I .402R <br /> 25• '1 .50 Death TPH <br /> 30' 2.2 <_✓) e b TPU' otr, 1 17,5' 7,700 6,400 1 <br /> �5' 1 <50 Dept TPH B&Cl 15, <1 <50 S33 <br /> 40' 3.9 <50 10' <1.0 <50 20' 9 <50 S24 <br /> 42' 2.7 <5{' OW 2 30 2280 9�S�I _7• BH4 ♦ D=eth tPH OAG <br /> Death 1P <br /> 3..' 130 GO IS' <1.0 8,400 15' 9 <50 <br /> 40' ",500 3,3001 I 20' <1 •30 <br /> 45' 1.100 3.000 OW 3 25' <I <50 <br /> ®g 50' 75 140 I 10 401L I 30' <I <50 <br /> "6 4q0 60• 255, 50 130 Ili � M 15' <�<� 4L• ;1 :50 <br /> B QeotY IPTA O� 17' 10.000 9.000 <br /> IS• 3.6 <50 <br /> 20,20' 4.700 3,000 L <br /> 00 4.100 <br /> 36' 5.000 4.100 - <br /> 35' 23 000 14,000 <br /> 40' 1.100 1.500 <br /> Farmer Concrete <br /> Pad <br /> EXTOff OF EXCAVAT@I _.29 <br /> PeotF, TPH 025 <br /> 1� 2n <50 <br /> =CU 2ll• <5i) <br /> <15'-S3t50') th tF_H CIL,: 25,30' iii •`5u <br /> i 15' 2.100 .,.100 <br /> 20' .1 = 3" <I 450 <br /> 25, ri a ,a. 1.7 ;`5•,) <br /> 5. L7 sc <br /> r V.-ti. TPH U0 GENERAL DYNAMICS <br /> TRACY TEST FACILI Y <br /> c9 DESIGNED BY: <br /> ' <=:p Oeo;n TP_r� DRAWN BY: CE CHOW ENGINEERING, INC. A <br /> DSWMU21 <br /> 4J' T rsri is CHECKED BY: <br /> S(I' 2a' <br /> t5' Fl a5q APPROVED BY: SWMU #2 <br /> STORM DRAIN �5° STEP OUT SAMPLE <br /> 50 <br /> SOUTHEAST O 40' S0 <br /> LOCATIONS & RESULTS <br /> . ;Ii� <br /> �ASNOT�ED � <br /> RN <br /> -3 <br /> st EET <br /> 8 7 6 5 4 3 2 1 <br />