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AEG/Geotechnology, Inc. Student WorkshopSt. Louis, Missouri
September 6, 2014
Sponsored by:Geotechnology, Inc.Association of Environmental
& Engineering Geologists - St. Louis Section (AEG)Teklab,
Inc.Eco-Rental
Workshop Staff:AEG
Vince Epps, R.G. - Member
Lynne Hazelip, R.G. - Treasurer, St. Louis Section
Stephanie Kline, E.I. - Member
Duane Kreuger, R.G. - Past President, AEG National
Doug Lambert, R.G. - Member
Dale Markley - Chair, St. Louis Section
Michael Roark, R.G, LEED AP - Vice Chair, St. Louis Section
Anna Saindon, Ph.D., P.E., R.G. - Member
Geotechnology:
Vince Epps, R.G. - Senior Geologist
Buffy Flemming - Marketing Coordinator
Dan Greenwood, P.E., R.G. - Senior Project Manager
Alan Karns - Drilling Foreman
Stephanie Kline, E.I. - Engineer
Duane Kreuger, R.G. - Branch Manager
Doug Lambert, R.G. - Geophysical Group Manager
Michael Roark, R.G, LEED AP - Senior Project
Manager/Geophysicist
Anna Saindon, P.E., R.G. Ph.D. - Project Manager
Brock Slinkard - Senior Driller
Tim Wilson, R.G. - Geologist
Sponsored by:
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Agenda8:30 - 9:30 Check-in, breakfast Entry/training room9:30 -
9:45 Introductions, group assignments Training room10:00 - 11:00
Session 1: Drilling/Logging* SE corner of yard11:15 - 12:15 Session
2: Laboratory Testing* Clean Lab12:30 - 1:00 Lunch Training
room/lunch room1:15 - 2:15 Session 3: Geophysics* SE grass area2:30
- 3:30 Session 4: Environmental Sampling SW corner of yard3:30 -
4:00 Wrap-up Training room
* Sessions 1, 2, 3, and 4 will run concurrently from 10:00 am
through 3:30 pm with four different groups rotating through each
session. Groups will be lead by Duane Kreuger, Doug Lambert, Dale
Markley/Dan Greenwood and Kerry Magner.
Restrooms: There are restrooms in two locations: from the
training room where you’ll begin your day with breakfast, exit to
your left and the restrooms are on your left. If you exit to your
right, walk down the ramp, go through the double doors and the
restrooms are on your right.
Cell phones: Please turn all cell phones off as not to disturb
instructors and fellow students during the workshop. You will have
the opportunity to check messages and make phone calls during
lunch.
Safety gear: Safety is a top priority at Geotechnology. If you
did not bring safety glasses or a hard hat, we will lend you gear
for the day. You will be able to pick them up in the drill shop at
the beginning of the drilling session. You will need to return them
when the session is over.
Sponsored by:
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AEG/Geotechnology, Inc. Student Workshop ReviewSt. Louis,
Missouri
September 6, 2014
Grade:
A = Excellent B = Good C = Fair D = Poor
Workshop evaluation:
Workshop Usefulness Content What did you like best? What did you
like least?
Drilling/Logging
Laboratory Testing
Geophysics
Environmental Sampling
Additional comments (suggested improvements, other thoughts on
the workshop)
Sponsored by:
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Water Content (ASTM D 2216 & D 4643)
DATE PROJECT PROJECT NAME NO.
General Test Balance Used: BA- Oven Used: OV- Sheet of
Information:
Water Content InformationBoring Sample Depth Tare Tare + Tare +
Tare Water Visual Identification
No. No. (ft) No. Wet Soil Dry Soil Weight Content (Color, Group
Name & Symbol) (g) (g) (g) (%)
REMARKS:
Tested By: Calc. By: Checked By: Date: Date: Date:
201 (12/17/09) Moisture Content.xls, Soil 8/1/2014
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LABORATORY LOG OF TUBE SAMPLE
Project No.: Project Name.: Date Opened: By:
Boring No.: Sample No.: Depth (ft): to
Type Std. "Shelby" Other:
Tube Dimensions: Outside Diameter (in): Recovery (in):
Tube Dented End(s) not sealed Other: Sample Condition Good Fair
Poor DisturbedCondition:
Remarks:
Tube Sample Soil Identification and Processing RemarksScale Use
(Draw lines to indicate top and botton of soil's surface and where
sample was taken.(in) (Test Type) Identify cut lines with: "Cut"
"Date: m/d/y" "Your Initials")
Natural Moisture Content Tare Number Wet Mass + Tare Dry Mass+
Tare Tare Mass Water Content
(g) (g) (g) (%)
Tested By: Calculated By: Checked By: Date: Date: Date:
14.0
16.0
18.0
0.0
22.0
24.0
20.0
2.0
4.0
6.0
8.0
10.0
12.0
102 (12/08/09) TubeLog.xls, 2.0-Scale 8/1/2014
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Dat
e:Li
ne #
:Fi
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ocat
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Job
#:S
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End
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Sta
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Pho
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Sam
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Inte
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: S
hot S
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Rec
ord
Leng
th:
Rol
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verla
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File
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eS
hot
Obs
erve
r:C
rew
:G
ener
al N
otes
:
REF
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t Loc
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otes
12
Ele.
___
Ele.
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124
Che
ck li
st -
Ref
ract
ion
Rev
. 08/
2014
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Field Form – Utility Survey No Vac Exc Rev. 08/2014
UTILITY SURVEY FIELD REPORT
Date: _______________________ Page ___ of ____
Project: _________________ Project No.: ______ Location: _
__________________________ __ Client: _____________ Geophysical
Instruments:
_________________________________________________________ Legend FO
Fiber Optic OMH Manhole EOI End of Surface Geophysical Information
W Water * Fire Hydrant EORI End of Record Information FP Fire
Protection Φ Drop Inlet AATUR Utility Abandoned According to
Utility Records G Gas X Valve AATFI Utility Abandoned According to
Field Inspection T Telephone € Utility End Point EATUR Empty
According to Utility Records E Electric Utility Pole
______________________________________ S Sewer Light Pole
______________________________________
UNK Unknown ◉ Proposed Boring
______________________________________ NOTE: All utilities depicted
at Quality Level D, C, or B unless labeled as QLA data point. Site
Sketch Approximate Scale 1 unit =
Notice The geophysical methods used are non-intrusive, indirect
methods based on transmitting and recording electromagnetic signals
and are potentially influenced by a variety of natural or man-made
conditions. The potential for detecting the presence or absence of
underground objects is based on the quality of the recorded data as
limited by site conditions, and on the interpretation of the data
received; hence, there will always be the potential of not
observing a subsurface object or interpreting the presence of a
subsurface object where one does not exist. In addition,
Geotechnology can make no interpretation as to the presence of
underground features at locations beyond the survey area.
Utility sketches and drawings prepared by Geotechnology for this
utility survey are not based on land surveying and should not be
relied upon for design or construction purposes. These depictions
of utilities are approximate and presented only to illustrate the
general arrangement of utilities observed and designated on site.
Field designations should be surveyed by a registered surveyor for
preparation of more accurate utility drawings.
Geotechnology endeavored to perform the survey in accordance
with generally accepted practices of other consultants undertaking
similar studies at the same time and in the same geographical area.
The findings and conclusions stated herein must be considered not
as scientific certainties, but rather as professional opinions
concerning the significance of the limited data gathered during the
course of the survey. No other warranty, express or implied, is
made.
Field Representative: _______________________________________
Checked By: __________________________________________________
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Utility Uniform Color Code by APWAWHITE - Proposed
Excavation
GREEN - Sewers and Drain Lines
BLUE - Potable Water
PURPLE - Reclaimed Water, Irrigation and Slurry Lines
ORANGE - Communication, Alarm or Signal Lines, Cables or
Conduit
YELLOW - Gas, Oil, Steam, Petroleum or Gaseous Materials
RED - Electric Power Lines, Cables, Conduit and Lighting
Cables
PINK - Temporary Survey Markings
geotechnology.com
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PAG
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___
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201
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Drilling/LoggingLaboratoryGeophysicsEnvironmental