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:

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:

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:

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

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:

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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: __________________________________________________

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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Drilling/LoggingLaboratoryGeophysicsEnvironmental