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i <br /> i <br /> } <br /> 10 <br /> SAWA FE PFEL E z <br /> TEPH-C - mg SEWER DRAIN (BY OTHERS} =', Fr r - P ,M I= <br /> = 4.063 k ` ' f Y <br /> 9 i - -_- - rE�Er+�upsC] <br /> c) <br /> CULMUM <br /> CIAXIM <br /> P 1 GP 10 <br /> w C)---1 z_ <br /> f ;{ GP 174 <br /> P 174 '�. �' i -CEDPAM DORM LOCATM <br /> V) �w <br /> 0 LLJ 11-- <br /> Zx� 175 ,,� ` _= f TRENCH 2 . nice wmmLjj z <br /> 176 � � �� , 5;z: [� <br /> SL �m Z �— c <br /> `•. — J <br /> SAIL GP 8 -� `l Q w w Q <br /> TEPH rC = t 1 m9/k9 &'l-- �- Il— (I)0— <br /> `t `-�,J Z — to <br /> I ��. _ `z rr' z <br /> 4 5I 7EPH-C 12,OD0 mg/kg G 3 � SEWER DRAIN (BY OTHERS) t^ <br /> FNAs = 11.2 mg/kg GP 87 ` 0Z:Z Q <br /> SANITARY SEWER LINE (BY OTHERS) 7 O <br /> Gr _ _ PROPOSED SEWER ❑= m0 <br /> ti <br /> DRAIN (BY OTHERS) o L] cr <br /> ` f <br /> p <br /> NORTH ; ,.� . w <br /> '. - <br /> 0 50 <br /> '4 t <br /> SCALE IN FEET ''•� - 'ti ~` <br /> �cfY z <br /> coo C14 ( <br /> ' �• I �j! k89 a) <br /> ` . f!1 <br /> cc <br /> ONTROL PD T <br /> I' 470 kg 232 <br /> f <br /> 0.012 mg Lr 3t <br /> TEPH--C 00 9/kg ,`• . ` <br /> PNm = 9/k9 <br /> fiP 0 ug L GP 32 `- EDGE OF RAILROAD <br /> - s 13D, 0 ug/L n <br /> = 252.6 ug/L .fU <br /> ' RIGH�OF WAY � <br /> GP 77 <br /> LINE E SEA HONE <br /> G 31 '-� FIGURE <br /> Fx24 <br /> 9W 4F9 <br /> • 2 <br /> AI• \\1TAt f 'l Ann fA\nn A I.tTAU`f•\'1 AnC IArn ,4.... TF-.. A4A• 40- 4`) `1004 ❑1 f1T nATC <br />