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i <br /> flux <br /> ow <br /> WEN <br /> � �1xUe3i $ii €13t4.Yz�SGi9Nt�7 �7 N - z ' � <br /> 1,�` � � Fiona an <br /> gas } i � ii►iB ■Mlrlt=. <br /> wP anal 4t i•ON <br /> - - mss: soup , <br /> y <br /> m <br /> �7 <br /> kr, <br /> Figure 4. Proposed new junction box location,view west. <br /> 1 44L <br /> AIN <br /> AWN <br /> �r <br /> I I <br /> r <br /> E RH <br /> •c <br /> # $ <br /> �l <br /> ". *V � <br /> f <br /> F <br /> I <br /> i <br /> I a. <br /> Figure 5. Proposed new drop inlet over existing storm pipe and downspout,view west. <br /> A sketch map of each site will be produced, and the site and its limits will be entered on the project map. <br /> The location of each shovel test will be placed on the site sketch map, and notes will be maintained on the <br /> soil profiles and artifact content of each subsurface test. All artifacts recovered will be bagged by site and <br /> intra-site provenience. <br /> 5 <br />