Zebra Direct Sensing MIP-CPT-HPT-LIF

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•DIRECT SENSING

•SAMPLING

•INSTALLATION

•INJECTIONS

ZEBRA ENVIRONMENTAL

DIRECT SENSING

The Total System

MIP DIRECT SENSING

What is the Membrane Interface Probe?

The Membrane Interface Probe (MIP) is rapid, high-resolution field screening technology that provides information about relative concentrations of VOCs in the subsurface, and the Electrical Conductivity of the soil.

The MIP uses a thin film fluorocarbon polymer membrane approx. 6.35mm in diameter which stays in direct contact with the soil during MIP logging. •The thin film membrane is impregnated into a stainless steel screen which serves as a rigid support for the fluorocarbon polymer. •The down-hole, permeable membrane serves as an interface to a detector at the surface. •Volatiles in the subsurface are getting transferred across the membrane and partition into a stream of carrier gas where they are swept to the detector. The membrane is heated in order to facilitate VOC transfer and self-cleaning.

DIRECT SENSING

THE MIP PROBE

DIRECT SENSING

EC Dipole

Membrane

Heater Block

THE MIP TRUNKLINE

DIRECT SENSING

The System Components

DIRECT SENSING

FID

PID

ECD

DIRECT SENSING

MIP Detection Limits

MIP DETECTORS

Contaminates Detection Limit Carrier Gas

PID BTEX 1 PPM Nitrogen, Helium

FID Methane, Butane NA Nitrogen, Helium

ECD Chlorinateds 250PPB Nitrogen

DIRECT SENSING

The MIP Carrier Vehicle

Rods

Generator

DIRECT SENSING

Production rates: 150’ to 300’ per day.

The production rate of the MIP is affected by :

• the number of logging locations

• the depth of logging

• subsurface conditions

• access restrictions

• probe hole abandonment requirements

• weather

DIRECT SENSING

MIP LOGGING

DIRECT SENSING

Pre Log Response

DIRECT SENSING

Example of a Microsoft Excel Spreadsheet graphically displaying FID/PID/ECD and Conductivity Logs.

DIRECT SENSING

Post Log Response

DIRECT SENSING

The Gator

DIRECT SENSING

Gator In Action

DIRECT SENSING

New and Improved

DIRECT SENSING

DIRECT SENSING

Heated Trunkline

CPT/MIP

DIRECT SENSING

CPT/MIPCPT is (Cone Penetration Testing) commonly used to determine the subsurface stratigraphy in-situ and to estimate geotechnical parameters of the materials present in the subsurface.

•Collect real time physical descriptions •Collect physical properties of the soil matrix•Tag a confining layer•Cost savings over more traditional boring and sampling methods

DIRECT SENSING

Advantages:

Disadvantages:

•Must be pushed

CPT/MIP

ZEBRA ENVIRONMENTAL CPT/MIP

CPT/MIP

ZEBRA ENVIRONMENTAL CPT/MIP

CPT/MIP Unit

ZEBRA ENVIRONMENTAL CPT/MIP

CPT/MIP Anchoring

ZEBRA ENVIRONMENTAL CPT/MIP

CPT Response Graph

Sleeve Friction

Tip PressureLithology

Description

Friction Ratio

Pore Pressure

ZEBRA ENVIRONMENTAL CPT/MIP

CPT/MIP

ZEBRA ENVIRONMENTAL CPT/MIP

DATA

DATA INTEGRATION

SHAREPOINT WEBSITE FOR DATA SHARING

DATA INTEGRATION

DATA INTEGRATION

Remediation System Tracking (Multiple Mobilizations

2006

2008

2009

Cross-section from a 2D ECD Fence Slice.

Installed MW overlay ECD Background Slice

Sampling Event DataLithologyOverlay

ECD Graph Overlay

DATA INTEGRATION

Using 3D modeling software, we can generate true 3D Solid Models. This Plan View model was created using ECD data from a recent MIP project . Any orientation can be displayed and cross-sections or fence diagrams can be created.

DATA INTEGRATION

3D ECD Fence Model

DATA INTEGRATION

3D ECD Solid Plume Model

DATA INTEGRATION

3D Solid Model with Surface Objects

DATA INTEGRATION

1-800-PROBE-IT

www.TeamZEBRA.com

ZEBRA Environmental Corporation 2010

For more information about the Membrane Interface Probe:

MIP DIRECT SENSING

New HPT

Hydraulic Profiling Tool (HPT)

New direct push technologies

•HPT Logging•Rhode Island

Hydraulic Profiling Tool (HPT)

Hydraulic Profiling Tool (HPT)

Hydraulic Profiling Tool (HPT)Hydraulic Profiling Tool (HPT)

• Advance probe at constant rate

• Inject water at low flow rate

• Measure formation pressure response

2 cm/sec

Hydraulic Profiling Tool (HPT)

KDHE2 - 5th and Pine - Salina, KS - 4/7/06

0

10

20

30

40

50

60

70

80

90

100

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Depth (ft)

Ele

ctr

ica

l Co

nd

uc

tiv

ity

(m

S/m

)

0

20

40

60

80

100

120

HP

T P

ress

ure

(p

si)

Electrical Conductivity (mS/m) HPT Pressure (psi)

Hydraulic Profiling Tool (HPT)

Depth

SWL = Depth – Static Pressure

52ft – 21psi = 31ft

21psi

52ftStatic Pressure

Flow = 0ROP = 0

Dissipation Test

KDHE3 - 5th and Pine - Salina, KS - 4/11/06

0

10

20

30

40

50

60

70

80

90

100

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70Depth (ft)

Ele

ctri

cal C

ondu

ctiv

ity

(mS

/m)

0

20

40

60

80

100

120

HP

T P

ress

ure

(psi

)

Electrical Conductivity (mS/m) HPT Pressure (psi)

SWL = Depth – Static Pressure

Hydraulic Profiling Tool (HPT)

31 ftDPT Injection

HPT SOLUTIONS

Injection WellsMW Wells

HPT VA SITE Case Study - HPT VA Site

Hydraulic Profiling Tool (HPT)

Flow – Zero

Pressure – High

EC – Sand

Case Study - HPT VA Site

Case Study - HPT VA Site

DAKOTA - UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

UVOST/LIF

1-800-PROBE-IT

www.TeamZEBRA.com

ZEBRA Environmental Corporation

For more information about the Membrane Interface Probe:

ZEBRA DIRECT SENSING