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Gw Ri Unconsolidated Handout

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4/9/2012 1 TECHNI CAL GUI DANCE GROUND WATER REMEDI AL I NVEST I GATI ONS UNCONSOLI DATED DEPOSI TS OF NEW JERSEY Thomas J. O’Brien , P.G. Technical Dir ector  Active Environm ental Technologies, Inc. Remediation Design & Constructi on THE OLD DAYS…GONE BYE... TECHNI CAL REGULATIONS REQUIRE A REMEDI AL I NVESTI GATI ON OF GROUND WATER (7:26E-4.4) WHEN ? 1. Previous Ground Water Sample Exceeds An y GW Quality Standards 2. Soil Sample Within 2.0’ of Satura tion Zone/Bedrock Exceeds Soil Standard s 3. Soil Contamination Exceeds Stan dards & To Be Left In-Place 4. Any Contaminant Wat er Solubility Greater Than 100 mg/liter
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TECHNI CAL GUI DANCE

GROUND WATER

REMEDIAL I NVESTI GATI ONSUNCONSOLI DATED DEPOSI TS OF

NEW JERSEY

Thomas J. O’Brien , P.G.

Technical Dir ector Active Environm ental Technologies, Inc.

Remediation Design & Constructi on 

THE OLD DAYS…GONE BYE...

TECHNI CAL REGULATI ONSREQUI RE A REMEDIAL I NVESTI GATI ON

OF GROUND WATER(7:26E-4.4)

WHEN ?

1. Previous Ground Water Sample Exceeds Any GW Quality Standards

2. Soil Sample Within 2.0’ of Saturation Zone/Bedrock Exceeds Soil Standards

3. Soil Contamination Exceeds Standards & To Be Left In-Place

4. Any Contaminant Water Solubility Greater Than 100 mg/liter

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I

D

E

N

T

I

F

 Y 

D

 A 

I

N

 A 

G

E

E

C

E

P

T

O

S

START A CONCEPTUAL MODEL

DEFI NE SI TE CONDI TI ONS &SITE I NVESTI GATI ON (MUST)

LOCATI ON AND TYPES OFUNCONSOLI DATED AQUI FERS

NEW JERSEY

FOUR MAJOR TYPES OF UNCONSOLIDATED AQUI FERS

Coastal & Beach Deposits (South Jersey)

Glacial Deposits (North Jersey)

Residual Soils ( Central & North Jersey )

Upper Weathered Bedrock (Acting As An Unconsolidated Aquifer)

NOTE: New Reference Source(s) In Guidance As Appendix

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North Jersey

Glacial Deposits

Outwash

LacustrineGlacial Till

Residual Soils

WeatheredBedrock

South Jersey

Interior Coastal

Outer Coastal

GLACI AL HYDROGEOLOGICAL MODEL

CONCEPTUAL MODEL: THI NK ?……CONTAMI NANT MASS REMOVAL

LNAPL MASS – UNCONSOLIDATED SOILS/RESIDUAL BEDROCK 

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I MMEDI ATE ACTI ON SOMETIMES NECESSARY

• Potable Well (10 feet Away)

• Vapor Hazard In Home

• Sump in Basement(Free Product Exists)

• Residual Soil Contaminated

• Bedrock Grossly Contaminated

• Remove Free Product

• Excavate Residual Soil &Weathered Bedrock WhileDewatering Free Product

The Triad Approach

 “Triad approach is a process thatintegrates systematic planning, dynamicwork plans, and real-time measurementsto achieve more timely and cost effectivesite characterization and cleanup.“

TECHNICAL TASK BUDGET COST SCHEDUEL ( Years )

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REMEDI AL I NVESTI GATION APPROACHFOR UNCONSOLIDATED AQUI FERS

I nitial Hydrostrat igraphic Model Complete

 – Initial Concepts Developed

 – Data Gaps & Limitations Identified

Site Specific Data Needed To Update The Site Model:

 – Determine Ground Water Flow Direction

 – Delineate the Contaminant Plume

 – Determine Hydrostratigraphic Properties of Each Unit

 – Design and Install Monitoring Network 

Determine Ground Water Flow Direction

KEEP IN MIND THE FOLLOWING :

 Are Wells Screened In Same Units ?

Do We Have Sufficient Background Data ?

 Are The Plume Limits Understood (Horizontal & Vertical) ?

Do We Have Any Side Gradient Issues ? Pumping Wells

 Are the Down Gradient Conditions Know ?

Where Will Additional Wells Be Needed ?

I nstallation of Monitoring Well Netw ork

USE UPDATED HYDROSTRATI GRAPHIC MODEL

• Monitor Contaminant Plume

• Document Ground Water Flow Direction(s) in each water-bearing unit

• Document Vertical Gradients

• Evaluate Effectiveness of the Remedial Action

NOTE : ALWAYS WORK TOWARDS REMEDI ATION SOLUTION

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GENERALIZED SITE CONDITIONS

GW PLUME(TCE)

BACKGROUND

SIDEGRADIENT

SIDEGRADIENT

DOWNGRADIENT

CONCEPTUAL HYDROGEOLOGI CAL MODEL

MOUNT LAURELCompact Tan (fm) Sand , Little Silt(10 -4 cm/sec - Aquifer Test )

FILL MATERIAL

MarshalltownStiff Black Silty Clay

(Vertical K = 10 -7 cm/sec)

Horizontal GW Velocity

Mt Laurel - 10 feet per Year

Test Pits / Well Couplets

Gamma Logs -Clay vs. SandInjection Test ( Bottom Up )Soil Lab –Kv TestingSoil & GW Analytical Lab.

DRILLI NG SENTI NEL MONITORING WELL

To Discharge Stream

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PRESENTATI ON & ANALYSI SCONTAMI NANT PLUM I NFORMATI ON

Make Sure Ground Water Contour Map Is Representative

Tabulate All Data

Do a Plan View of Contaminant Distribution in GW/Soil

Prepare Transects Perpendicular to GW Flow Direction (Flow Net)

Prepare Transect On GW Contour (Seepage Face)

Evaluate Data (Unknown Contamination, Background, etc.)

Evaluate Limitations (Hydraulic Conductivity Sensitive Variable)

FI NALI ZE HYRDROGEOLOGICAL MODEL &SELECTION OF REMEDIAL ACTI ON

FI NALI ZE HYRDROGEOLOGICAL MODEL &SELECTION OF REMEDIAL ACTI ON


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