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17-18671
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17-18671
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Last modified
5/3/2018 1:52:02 PM
Creation date
5/3/2018 1:52:01 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
17-18671
Building Department - Name
PANZER,JOHN
Address
38505 6TH AVE
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• G3 GROUP SPT BORING LOG <br /> Better Forensics.BettFc REsults! <br /> 2410 Success Drive,Suita 7 BORING NO.: $_i <br /> G3IGROUP Q.aess�,FL 33556 <br /> (727)376-7833 TOTAL DEPTH. 25 feet <br /> info@geo3group.cbm <br /> e�rww.geo3group.com <br /> ���'--. <br /> PROJECT INFORMATION DRILLING INFORMATION <br /> PROJECT: Panzer DRILLING CO.: G3 Group <br /> SITE LOCATION: Zephyrhills,FL METHOD OF DRILLING: Mud rotary <br /> JOB NO.: 17-084G3 SAMPLING METHODS. Split spoon <br /> I CLASSIFIED BY: DH HAMMER UVT./DROP 140 lb.,30 in. <br /> DATE(S) DRILLED: 7-6-17 COLLAR ELEVATION: 0.5 <br />, DEPTH SOIL BLOWS RELATIVE <br /> Intervals USCS SOIL DESCRIPTION V <br /> SYMBOLS /6 inches N alue DENSITY PLOT <br /> i � <br /> � SP : <br /> Pale Brown Fine Sand � <br /> � HA <br /> >, <br /> ro . . . <br /> J <br /> • HA � <br />� '�. SC � <br />, Brownish Yellow Clayey Sand , i <br />, _5 �. : . ■ � <br /> 4-2-2-3 4 � I <br /> :� ', <br /> CL Greenish Gray Clay � I', <br /> 3-2-3-5 5 �. �' <br /> . � <br /> . ! <br /> 6-9-10-11 19 \� I I <br /> � <br /> -l0 1 10 ; 100 <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> N � <br /> i <br /> N � <br /> ' 5-8-11 19 r <br /> � <br /> -1s ; <br /> , <br /> , <br /> , <br /> , � <br /> , <br /> � I <br /> , , <br /> ; <br /> , <br />' 3-2-3 5 � <br /> ,`. <br /> -Z� 1 `t10 100 <br /> I • <br /> I �� <br /> . <br /> � <br />� � <br /> . <br /> . <br /> � <br /> . . <br /> i � ■� Rock �ite Limestone � <br /> i �.. �� 11-8-50(4") 100 <br /> -zs � ��� <br /> � <br /> I � <br /> NOTES: All depths are in feet relative to land surface at test boring, I <br /> = Observed Water Table L Loss of Circulation(LOC) n Page 1 of 1 <br /> DISCLAIMER. The boring logs show subsurface conditions at the dates and locations indicated,and it is not warranted that they are representative of <br /> subsurface conditions at other locations and times. Also,the passage of time may result in a change in the soil conditions at these boring locations. I <br />
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