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i <br /> � <br /> � <br /> Ex lora.�on Lo <br /> ��</►���� Project Num6er E.�lo2tion Number Shxt <br /> ������ � KE00391 G EB-1 1 of 1 <br /> Project Name 2026 Grand Ave Grountl Surfaee ElevaGon(II! <br /> Lowtion FvoroK w� Datum N/A <br /> DnIIeUEquipment DaviesDnilin�g DateStaNFinish SH7/(10„Q,S/'17/7f1f7(1 , <br /> Hammer WeighVDrop �40#/30�� Hole Diameter(in) $ � <br /> i <br /> c u '^ <br /> i > . v <br /> t d s� d�v � � BIOWS(FOOt �`-' <br /> d S E '� r 3E= � °1 <br /> o T y ��' DESCRIPTION � 3 m io zo 3o ao lo <br /> Grass suRace I � � I � <br /> Ffil � i <br /> t <br /> Moist,brown to black,silry SAND,trare gravel,organics,metal fragments. I <br /> 7 i <br /> S �'1 <br /> � <br /> i <br /> 5 3 I <br /> — — — — Espannce Sand ? •5 � <br /> Moist,light brown,fine to medium SAND. i <br /> 10 4 <br /> ] �6 <br /> 7 <br /> 75 Grading to dark brown. 5 � <br /> 7 1 <br /> B <br /> Z� Wet to saturated,brown,fine to metlium SAND,Iron ozide layers water in e <br /> hole. e zo <br /> 72 <br /> Perching layer? <br /> - ZS Damp to moist,grayish•brown,fne to medium SAND. � �17 <br /> i6 <br /> - 30 Damp,gray,medium SAND with some fine sand. �o <br /> Z� 59 <br /> ]2 <br /> - 35 I Damp,gray, mediun to coarse SAND,trace to some fine sand with trace i5 <br /> I silt clasts. � z2 �s7 <br /> 3� <br /> 40 Damp, gray. medium to coarse SFNO with trace to some fine sand. zo <br /> �7 67 <br /> � J6 <br /> Battom ol ee0�oralion bodng at a1.5 feet <br /> 3 I <br /> � Sampler Type(ST): EX�..��B�'r # <br /> g m 2"OD Split Spoon Sampler(SPn Q No Recovery M-Moisture F ,�; Logped by: JBC <br /> PAG �F�� ppproved by: <br /> o � 3"OD Split Spoon Sampler(D 8 M) � Ring Sample 4 Water level O � <br /> � � Grab Sample Q/ Shelby Tube Sample= Water Level al time of drillinq(ATD) <br /> w <br /> a <br />