LUS UST In Inves estig tigation tion Fiv Five Basic Basic Qu - - PowerPoint PPT Presentation

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LUS UST In Inves estig tigation tion Fiv Five Basic Basic Qu Ques estion tions s 1. Is there a problem that warrants action? 2. If so, what is the root cause? Follow the 98/2 rule! 3. What actions will control the problem


slide-1
SLIDE 1

LUS UST In Inves estig tigation tion – Fiv – Five Basic Basic Qu Ques estion tions s

  • 1. Is there a

problem that warrants action?

  • 2. If so, what

is the root cause?

  • Follow the 98/2 rule!
  • 3. What

actions will control the problem quickly and cost-effectively?

  • 4. Are there secondary problems that

require action?

  • 5. What

additional actions/controls will:

  • Stabilize the situation
  • Get

time working for us, not against us

  • Set

the conditions for natural attenuation

slide-2
SLIDE 2

Te Ten Things to Know and Why y

  • 1. Source in the vadose zone
  • Potential groundwater or vapor issues
  • 2. Porosity of vadose zone
  • Control vapors and/or remove source?
  • 3. Depth to water
  • Potential LNAPL?
slide-3
SLIDE 3

Te Ten Things to Know and Why y

  • 4. Water table fluctuation
  • Smear zone
  • 5. Permeability of smear zone
  • AS/SVE, Injection, Excavation
  • 6. Direction of groundwater flow
  • Off-site migration
  • Potential receptors
  • 7. Plume thickness and depth
  • How/where to treat, contain or intercept
slide-4
SLIDE 4

Te Ten Things to Know and Why y

8. Permeability lenses in saturated zone

  • Transport

zones?

  • Storage zones?
  • 9. Mass distribution
  • High-mass footprint? (Root

cause – 98:2)

  • 10. Matrix distribution
  • What

are my remediation options?

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SLIDE 5

Real-Time, Collaborative, Decision-Making -- A Better Way?

Direct-Sensing/High-Resolution Technologies

  • Spatial distribution of COCs –

where to remediate

  • Matrix distribution of COCs –

how to remediate

  • VOCs, Metals, PAHs/PHCs ----- Lithology, Permeability, Hydraulic Conductivity
  • Dense vertical data

sets – Accuracy of CSM depends on density of borings

Data as a Deliverable

  • Real-time data

capture in the field

  • Daily uploads to SCRIBE/EQUIS
  • Immediate interpretation –

visualization, models, etc.

Collaborative Decision-Making and Actions

  • Data

visualizations uploaded to SharePoint, response.epa.org, or FTP sites

  • Data

available to all stakeholders for multiple uses (independent

  • r group)
  • Reach consensus on Conceptual Site Model, data

gaps, and next actions

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SLIDE 6

3-6

Profound Effect on CSMs Many Advances in Tools- Just A Few Examples

HPT- Hydraulic Profiling Tool CPT- Cone Penetrometer

HR HRSC- Pr C- Prof

  • fou
  • und E

Effect ect on

  • n CS

CSMs Ms Man Many Ad Advan ances ces in in Tools

  • ols - Just A Few Ex

Examp amples les

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SLIDE 7

Membrane Interface Hydraulic Profile Tool (MiHpt)

  • High P / Low Flow =

low perm

Trunk line inner workings Hydraulic Pressure/Flow Semi-permeable

  • Low P / High Flow =

high perm

membrane

Heat Plate ~120°C

Electrical Conductivity (EC) Dipole Array Trunk line threaded

  • High EC =

fine grain soils

through drill rods

  • Low EC =

coarse grain soils

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SLIDE 8

Typical MiHPT Support Van Real time display Trunk line controls Lab-Grade Contaminant Detectors

  • Photoionization (PID)
  • Flame ionization (FID)
  • Electron capture (ECD)
  • Halogen specific (XSD)
slide-9
SLIDE 9
  • Max. HPT Max. HPT Corrected Estimated Electrical

Pressure Flow HPT Pressure K Conductivity XSD Max. FID Max.

  • Abs. Piezometric Pressure (psi)

(µV x 107) PID Max. (µV x 106) Mass Storage Zone Dissipation test points measure hydraulic head Water table extrapolation (psi) Lower permeability lenses (ml/min) (psi) (ft./day) (mS/meter) (µV x 104) What’s going

  • n here?
slide-10
SLIDE 10

2 x 105 µV Order of magnitude lower Mass Transport Zone 6 x 104 µV Slight storage Order of magnitude lower

slide-11
SLIDE 11

Mass Storage Zone

?

slide-12
SLIDE 12

A Simple Site Delmar Supply Wells Delmar, DE/MD

slide-13
SLIDE 13

Root Cause of the Problem

slide-14
SLIDE 14

Symptoms of the Problem (up to and including the municipal supply wells)

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SLIDE 15

Attack Root Cause

Step 1: Attack Root Cause

  • Primary cause of all problems
  • High mass (>98% of total plume)
  • Low volume (<2% of total plume)
  • “Symptoms” continue/grow

without intervention (vapor intrusion, groundwater contamination, municipal well impacts)

  • Benefits justify aggressive

intervention

slide-16
SLIDE 16

Address Buffer Zone

Step 2: Address Buffer Zone

  • Additional mass/volume requiring

treatment to set conditions for MNA

  • Benefits justify moderate

intervention

slide-17
SLIDE 17

Monitor/Manage Attenuation Zone

Step 3: Attenuation Zone

  • Monitor to ensure attenuating

plume (low cost)

  • Manage risk with institutional or

engineering controls (low cost)

  • Attenuation zone remediation

unlikely

  • Investigation and remedial

strategy shown in these figures: 5 Days -- $65k

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SLIDE 18

Con Conven ention tional al Assessmen Assessment Tech echniq iques es Necessar Necessary? y?

  • Quantify and verify direct-sensing information
  • Fill specific data

gaps

  • Focus on root

causes and effective solutions

– Water problem in soil? – Soil problem in water?

  • Optimally placed monitoring wells, soil borings, vapor

points, etc.

slide-19
SLIDE 19

Ru Rules les of

  • f Th

Thumb mb

  • Production rates
  • GeoProbe (MIHPT): 125-150 feet

per day

  • CPT (LIF, XRF, MIP): 250-300 feet

per day

  • Typical boring depths
  • GeoProbe: 30-50 feet
  • Cone Penetrometer: 50-100 feet
  • Daily costs: $7500
  • 3-D Visualization -- $5000 to $25,000
  • 2-D Visualization –

Can do it yourself (download GeoProbe’s DI viewer)

slide-20
SLIDE 20

Limit Limitation tions s

  • Direct

Push Technologies

  • Must

be able to push to/through contaminant layer

  • Typical Detection Limits
  • VOCs -- >100 ppb
  • LIF –

free product

  • MIP and LIF are not

compound specific

  • Subsurface utilities must

be known!

  • Need qualified subs (things break!)
  • Need qualified oversight

professionals

slide-21
SLIDE 21

Hid Hidden en Cos Costs ts of

  • f LUS

UST Sit Sites es – Wh – What is is you

  • ur exp

xperien erience? ce?

Problem Creation (slow leak) A&R Costs Remedy Time

6 – 12 months? 1 – 2 years? 2+ years? $100k to $500k? 1 – 3 years? $1M to $2M? 3 – 5 years? $3M+? 5 – 10 years?

slide-22
SLIDE 22

Wha What abo t about HR ut HRSC a SC at his t historic r ric releases? eleases?

  • Source (root

cause) often not adequately characterized

  • Remedy often focused on symptoms
  • Remedies consequently ineffective and costly
  • Investigations continue well beyond the remediation zone
slide-23
SLIDE 23

Pr Pragma agmatic tic Ap Approach

  • aches

es

  • Begin with the end in mind
  • Develop conceptual site models via

direct sensing techniques (less time / less $)

  • Attack root

cause (mass, not molecules)

  • Set

up conditions for natural attenuation (buffer zone treatment)

  • Move faster than the conventional regulatory process

(collaborative decisions)

  • Use lab to document

solutions, not problems

slide-24
SLIDE 24

80/ 80/20 Spend Shifts 20 Spend Shifts

Conventional Assessment Passive Remediation Real-Time Assessment Active Remediation

  • f Root Causes

Active Remediation Prevention/Detection Engineering Prevention/Detection Engineering Compliance Monitoring

(should be a much smaller bucket)