0038$ - United States Environmental Protection Agency · 0038$ CDM FEDERAL PROGRAMS CORPORATION...

0038$

C D M F E D E R A L P R O G R A M S C O R P O R A T I O N

March 1, 1990

Ms. Elaine SpiewakTES VII Regional Project OfficerU.S. Environmental Protection AgencyCERCLA Enforcement Section841 Chestnut Street, 6th floorPhiladelphia, PA 19107

PROJECT: EPA CONTRACT NO.: 68-W9-0004

DOCUMENT NO.: TES7-C03041-EP-BNLF

SUBJECT: Work Assignment C03041January Monthly Report - RI/FS OversightStandard Chlorine SiteTES7-C03041-RT-BNLG-02

Dear Ms. Spiewak:

Please find enclosed the January Monthly Report - RI/FS Oversight for theStandard Chlorine Site, Delaware City, Delaware as partial fulfillment of thereporting requirements for this work assignment.

If you have any comments regarding this submittal, please contact me at (215)293-0450 within two weeks of the date of this letter.

Sincerely,

CDM Federal Programs' Corporation (FPC). I, , .*f // -t

MarkRegional

MdF/slf

Enclosures

cc: MflBBMffife EPA Work Assignment Manager, CERCLA Region IIIJean Wright, TES VII Zone Project Officer (letter only)Constance V. Braun, FPC Program ManagerRobert Murphy, Versar Inc. (letter only)

8 Valley Forge Executive Mall, Suite 230 Wayne, PA 19087 215293-0450

JANUARY MONTHLY REPORTRI/FS OVERSIGHT

STANDARD CHLORINE SITE

Prepared for

U.S. ENVIRONMENTAL PROTECTION AGENCYOffice of Waste Programs Enforcement

Washington, D.C. 20460

Work Assignment No.EPA RegionSite No.Contract No.CDM Federal ProgramsCorporation Document No.Work Assignment Project ManagerTelephone NumberPrimary ContactTelephone NumberDate Prepared

C03041III3PH668-W9-0004

TES7-C03041-RT-BNLG-02Kathryn Garris(215) 293-0450Robert Guarni(215) 597-3164Harch 1, 1990

TABLE OF CONTENTS

Page

1.0 INTRODUCTION ................................................ 1

2,0 SUMMARY OF ACTIVITIES ....................................... 2

3.0 PROBLEMS AND RESOLUTIONS .................................... 9

4.0 FUTURE ACTIVITIES .......................................... 10

Attachment 1: Copies of Field Notebook

Attachment 2: Copies of CLP Paperwork

Attachment 3: Photographs

flR3Ql*02Q

1.0 INTRODUCTION

CDM Federal Programs Corporation (FPC) received a work assignment (WA No.C03041) for continued enforcement support to the U.S. Environmental ProtectionAgency (EPA) Region III during a Remedial Investigation/Feasibility Study(RI/FS) at the Standard Chlorine of Delaware, Inc. (SCO) site located inDelaware City, Delaware. The TES VII Team,Member is conducting oversight of

field investigations performed by the RP and their contractor, Roy F. Weston,Inc., and their drilling subcontractor, James C. Anderson Drillers, and isaccepting split samples.

Standard Chlorine of Delaware, Inc. manufactures chlorobenzenes on a 46-acre site in Delaware City, Delaware. In September 1981, about 5,000 gallonsof monochlorobenzene spilled from a railroad car on the Standard Chlorineproperty. Subsequent sampling was performed and identified chlorobenzenes inonsite soils, in shallow ground water underlying the site, and in nearby Red

Lion Creek. The RP and their contractor, Roy F. Weston, Inc., have studiedthis problem and have prepared reports on. the extent of contamination,evaluated remedial alternatives and feasible technologies, and have begun

recovery of contaminated ground water at the site. In September 1985, the SCOsite was proposed by the EPA for the National Priorities List (NPL).

On January 5, 1986, onsite storage tanks ruptured and 562,000 gallons ofparadichlorobenzene and trichlorobenzene were spilled onto the SCO property

and into the adjacent wetlands. The RP engaged a remedial contractor and

initiated clean-up activities within hours of the spill occurrence. The RPand the clean-up contractor prepared the ESD detailing emergency clean-upactivities and ongoing remedial activities at the SCD site.

Standard Chlorine signed a consent order with the Delaware Department ofNatural Resources and Environmental Control (DNREC) on January 22, 1988. Asrequired in the consent order, they submitted a Phase I RI/FS work plan forapproval by DNREC. The consent order was then amended so that a single site-wide RI/FS could be performed.- A revised RI/FS work plan was then submittedto EPA and DNREC and was approved for the current activities at the SCD site.

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2.0 SUMMARY OF ACTIVITIES

The TES VII Team Member conducted oversight of the RP contractor's fieldinvestigations and accepted split samples from January 3, 1990, throughJanuary 31, 1990, at the SCD site located in Delaware City, Delaware. Asummary of the field activities observed and the split samples accepted by theTES VII Team Member are presented in this section. Details of the dailyactivities performed at the site were recorded in the field notebook. Copiesof the notebook are included as Attachment 1. Split samples were shipped andanalyzed under the Contract Laboratory Program (CLP). Copies of CLP samplepaperwork can be found in Attachment 2. Additionally, photographs were takenduring oversight activities and are included as Attachment 3.

The following personnel were at the SCD site between January 3, 1990, andJanuary 31, 1990:

Personnel Affiliation Dates on SiteLorna Luebbe TES VII Team January 15, 16, 17, 23, 24,

25, 29, 30, and 31David Spencer TES VII Team January 3, 4, 5, 9, 10, and

11Jan Spohn TES VII Team January 3, 4, 5, 9, 10, 11,

and 12Dave Cairns Weston January 3, 4, 5, 9, 10, 11,

12, 15, 16, 17, 23, 24, 25,30, and 31

Lyn Lawlor Weston January 3, 4, 5F 9, 10, 11,and 29

Dale Davis Weston January 3, 4, and 5Kevin Hansen Weston January 30 and 31Bob Touhey SCD January 16, 29, and 30John Urban James Anderson Drilling January 9, 10, 11, 12, 15,

16, 17, 23, 24, 25, 30( and31

Joe Jester James Anderson Drilling January 9, 10, 11, 12, 15,16, 17, 23, 24, 25, 29, 30,and 31

Dave Borrel James Anderson Drilling January 9, 10, 11, 12, 15,16, 17, 23, 24, 25, 29, 30,and 31

Surveyors Lippincott January 23, 24, 25, 29, 30,and 31

-2-5303JAH.008 flR30^022

On January 3, the RP contractor completed wetlands screening bycollecting samples at 4 additional grid points. Samples were obtained fromthree depths at each of the 4 grid locations: 0-1 foot, 1-2 feet, and 2-3feet. Hand augers, stainless steel trowels, and/or scoopulas were used to

obtain the samples. The samples were placed in jars; aluminum foil was placed

over the openings; and the lids were securely fastened. After a minimum of 1hour, a headspace reading was obtained from each jar using an OVA and an HNu.All samples were obtained with sampling personnel in level D protection.

From January 3, 1990, to January 5, 1990, the RP contractor completedsampling of the west (upstream) end of the wetlands. Samples were obtainedfrom a depth of 0 to 6 inches below ground surface. Due to site conditions,

some samples were actually collected from a depth of 0 to 12 inches belowground surface. During the week, 52 samples were collected by the RPcontractor, including duplicates and blanks. The TES VII Team Member acceptedthe following split samples:

TES VII RP Contractor Sample LocationSample Number Sample Number Description

WS-1 SS-T-23-1-1 Wetlands sedimentWS-2 SS-T-23-1-1 Wetlands sedimentWS-3 SS-T-25-1-1 Wetlands sedimentWS-4 SS-T-39-1-1 Wetlands sedimentWS-5 SS-P-14-1-1 Wetlands sedimentWS-6 SS-R-17-1-1 Wetlands sedimentWS-7 SS-W-12-1-1 Wetlands sedimentEQB-2 SS-T-41-1-3 Equipment blankTB-26 ----- —— -- Trip blank

From January 9, 1990, to January 10, 1990, the RP contractor completedsoil borings around the catch basin and collected samples. All sampling anddrilling were performed in level D protection. A Failing F-7 drilling rig was

used to obtain split spoon samples every 2 feet from 0 to 20 feet at fourdifferent boring locations. For the first borehole, Weston bottled allsamples to determine the zone (i.e., depth) of highest contamination with anHNu. For the remaining three boreholes, the sample from 0 to 10 feet with thehighest HNu reading and the sample from 10 to 20 feet with the highest HNureading were collected for analysis from each boring. For the first boring,the HNu readings ranged from 2 ppm to 300 ppm; the highest reading wasobtained from a depth of 6 to 8 feet below the ground surface. For the second

-3-53Q3JAN.008 .

boring, the HNu readings ranged from 0 ppm to 270 ppm, and the highest readingwas obtained from a depth of 12 to 14 feet below the ground surface. For thethird boring, the HNu readings ranged from 2 ppm to 450 ppm, with the highestreading obtained from a depth of 12 to 14 feet below the ground surface.Finally, for the fourth boring, the HNu readings ranged from 3 ppm to 550 ppm;the highest reading was obtained from a depth of 18 to 20 feet below theground surface. The drilling rig and all equipment were steam cleaned beforeactivities began and after each boring. The split spoons were decontaminatedusing an Alconox detergent wash, a water rinse, a methanol rinse, and a finalDI water rinse. All cuttings were placed on a plastic sheet and weresubsequently placed into 55-gallon drums.

A total of 13 samples, including duplicates and blanks, were collected bythe RP contractor for laboratory analysis. The TES VII Team Member acceptedthe following split samples:

TES VII RP Contractor Sample LocationSample Number Sample Number Description

CB-1 SB-3-7-1 Catch basin boringCB-2 SB-4-5-1 Catch basin boringEQB-3 SB-1-1-3 Equipment blankTB-27 ....,._. Trip blank

From January 11, 1990, to January 31, 1990, the RP contractor installed 7monitoring wells. A Failing F-7 drilling rig with hollow stem augers (6-inchinner diameter and 10-inch outer diameter) was used to drill the well borings.Split spoon samples were obtained every five feet, and the sample with thehighest HNu reading from each well boring was collected for laboratoryanalysis. All drilling and sampling was performed in level D protection. Thedrilling rig and equipment were steam cleaned prior to initiating wellinstallation and were also steam cleaned after the installation of each well.The split spoons were decontaminated with an Alconox detergent wash, a waterrinse, a methanol rinse, and a final DI water rinse.

Monitoring well MW-9 was installed from January 11, 1990, to January 15,1990. The well was drilled to a depth of 51 feet below the ground surface.The water table was reached at 36.5 feet below the ground surface, and claywas first encountered at a depth of 45 feet. The well screen was placed to adepth of 47 feet and consisted of a 10-foot section of 4-inch diameter

-4-5303JAH.OOS •

stainless steel with a .020-inch slot size. The riser pipe consisted of 39feet of 4-inch diameter stainless steel. A sandpack was placed up to 32 feetbelow the ground surface using 400 pounds of sand. A bentonite seal wasplaced on top of the sandpack using 30 gallons of bentonite slurry. Groutcement was placed on top of the bentonite seal using 40 gallons of cementgrout mixed with 5 percent bentonite. The following HNu and OVA readings wereobtained from the following depths for well MW-9:

Depth Hnu reading OVA reading

0-2 feet 0 ppm 0 ppm5-7 feet 0 ppm 0 ppm10-12 feet 0 ppm 0 ppm15-17 feet 0 ppm 0 ppm20-22 feet 0 ppm 0 ppm25-27 feet 0 ppra 0 ppm30-32 feet 0 ppm 0 ppm35-37 feet 0 ppm 1 ppm40-42 feet 5 ppm 2 ppra45-47 feet 1 ppm 7 ppm47-49 feet 0 ppm 0 ppm49-51 feet 0 ppm 0 ppm

Monitoring well MW-7 was installed .from January 16, 1990, to January 22,1990. The well was drilled to a depth of 62 feet below the ground surface.The water table was reached at 41.6 feet below the ground surface, and claywas first encountered at a depth of 57 feet. The well screen was placed to adepth of 58 feet and consisted of a 10-foot section of 4-inch diameterstainless steel with a .020-inch slot size. The riser pipe consisted of 50feet of 4-inch diameter stainless steel. A sandpack was placed up to 41.3feet below the ground surface using 500 pounds of sand. A bentonite seal wasplaced by tremie on top of the sandpack up to 35 feet below the ground surfaceusing 30 gallons of bentonite slurry. Grout cement was placed on top of thebentonite seal using 135 gallons of cement grout mixed with 5 percentbentonite.

The following HNu and OVA readings were obtained from the followingdepths for well MW-7:

-5-5303JAN.008

Depth Ifou reading OVA reading

0-2 feet 0 ppm 0 ppm5-7 feet 0 ppm 0 ppm10-12 feet 0 ppm 0 ppm15-17 feet 0 ppm 3 ppm20-22 feet 0 ppm 4 ppm25-27 feet 0 ppm 0 ppm30-32 feet 0 ppm 2 ppm35-37 feet 0 ppm 0 ppm40-42 feet 0 ppm 1 ppm45-47 feet 60 ppm 22 ppm50-52 feet 30 ppm 30 ppm52-54 feet 100 ppm 200 ppm54-56 feet 100 ppm 250 ppm56-58 feet 50 ppm 250 ppm58-60 feet 50 ppm 100 ppm60-62 feet 7 ppm Not taken

Monitoring well MW-6 was installed from January 22, 1990, to January 23,1990. The well was drilled to a depth of 68 feet below the ground surface.The water table was reached at 43 feet below the ground surface; and clay wasfirst encountered at a depth of 65 feet. The well screen was placed to adepth of 67.5 feet and consisted of a 10-foot section of 4-inch diameter

stainless steel with a .020-inch slot size. The riser pipe consisted of 59.5

feet of 4-inch diameter stainless steel. A sandpack was placed up to 50 feetbelow the ground surface using 500 pounds of sand. A bentonite seal wasplaced by tremie on top of the sandpack up to 45 feet below the ground surface

using 30 gallons of bentonite slurry. Grout cement was placed on top of thebentonite seal by tremie using 40 gallons of cement grout mixed with 5 percentbentonite.

Monitoring well MW-8 was installed from January 24, 1990, to January 25,1990. The well was drilled to a depth of 55 feet below the ground surface.The water table was reached at 36.5 feet below the ground surface, and claywas first encountered at a depth of 51 feet. The well screen was placed to a

depth of 51 feet and consisted of a 10-foot section of 4-inch diameterstainless steel with a .020-inch slot size. The riser pipe consisted of 43feet of 4-inch diameter stainless steel. A sandpack was placed up to 35 feetbelow the ground surface using 400 pounds of sand. A bentonite seal wasplaced by tremie on top of the sandpack up to 30 feet below the ground surfaceusing 30 gallons of bentonite slurry. Grout cement was placed on top of the

-6-5303JAN.008

bentonite seal by tremie using 120 gallons of cement grout mixed with 5percent bentonite. The following HNu and OVA readings were obtained from thefollowing depths for well MW-8:


0-2 feet 0 ppm 0 ppm8-10 feet 0 ppm 0 ppm13-15 feet 0 ppm 0 ppm18-20 feet 0 ppm 0 ppm23-25 feet 0 ppm 1.5 ppm28-30 feet 0 ppm 0 ppm33-35 feet 0 ppm 1 ppm38-40 feet 1 ppm 7 ppm43-45 feet 0 ppm 6 ppm45-47 feet 0 ppm 6 ppm47-49 feet 0 ppm 8 ppm49-51 feet 0 ppm 11 ppm51-53 feet 0 ppm 9 ppm53-55 feet 0 ppm 8 ppm

Monitoring well MW-2 was installed from January 26, 1990, to January 29,1990. The well was drilled to a depth of 65 feet below the ground surface.The well screen was placed to a depth of 64 feet and consisted of a 10-foot

section of 4-inch diameter stainless steel with a .020-inch slot size. The

riser pipe consisted of 56 feet of 4-inch diameter stainless steel. Asandpack was placed up to 49 feet below the ground surface using 400 pounds of

sand. A bentonite seal was placed by tremie on top of the sandpack up to 44

feet below the ground surface using 30 gallons of bentonite slurry. Grout

cement was placed by tremie on top of the bentonite seal using 170 gallons ofcement grout mixed with 5 percent bentonite.

Monitoring well MW-3 was installed from January 29, 1990, to January 31,

1990. The well was drilled to a depth of 67 feet below the ground surface.The water table was reached at 41 feet below the ground surface, and clay wasfirst encountered at a depth of 65 feet. The well screen was placed to adepth of 63 feet and consisted of a 10-foot section of 4-inch diameterstainless steel with a .020-inch slot size. The riser pipe consisted of 55feet of 4-inch diameter stainless steel. A sandpack was placed up to 48 feetbelow the ground surface using 400 pounds of sand. A bentonite seal wasplaced by tremie on top of the sandpack up to 44 feet below the ground surfaceusing 30 gallons of bentonite slurry. Grout cement was placed on top of the

-7-5303JAN.008

bentonite seal using 100 gallons of cement grout mixed with 5 percentbentonite. The following HNu and OVA readings were obtained from thefollowing depths for well MW-7:


0-2 feet 0 ppm 0 ppm8-10 feet 0 ppm 0 ppm13-15 feet 0 ppm 0 ppm18-20 feet 0 ppm 0 ppm23-25 feet 0 ppm 0 ppm28-30 feet 0 ppm 0 ppm33-35 feet 0 ppm 1 ppm38-40 feet 0 ppm 0 ppm43-45 feet 0 ppm 150 ppm48-50 feet 0 ppm 250 ppm53-55 feet 0 ppm 80 ppm58-60 feet 0 ppm 40 ppm63-65 feet No recovery No recovery

-8-5303JAN.003

3.0 PROBLEMS AND RESOLUTIONS-rf*3£ " "fi - _ . ' - * '

During the soil boring sample collection, which took place January 9,1990, through January 10, 1990, the split spoon sampler did not yieldsufficient soil to fill the sample bottleware when the TES VII Team Memberobtained a split sample. To resolve this problem, composite samples werecollected at the locations where the TES VII Team Member received splitsamples.

During monitoring well installation, the RP contractor experienceddifficulty avoiding bridging when the bentonite seal was placed down borehole.This problem was due to the minimal 1/2 inch space between the riser pipefitting and the auger. To resolve the problem on well MW-9, the augers werepulled before the bentonite seal was placed down the borehole. For the

remaining wells, the RP contractor cut the fittings off of the riser pipe andwelded sections of pipe together, so that a 1/2-inch diameter PVC tremie pipecould be used to place the seal and grout.

During the installation of well MW-9, the casing was lifted three feetwhen the augers were removed from the borehole. To resolve this problem, thescreen and riser were removed, and the hole was redrilled.

The tremie pipe was not steam cleaned before the sealing and grouting ofwell MW-3. This was mentioned to the RP contractor, and the tremie pipe wassteam cleaned prior to sealing and grouting the remaining wells.

-9-5303JAN.008

4.0 FUTURE ACTIVITIES

During February, the RP contractor plans to finish monitoring wellinstallation by adding two more wells. Following this activity, which isscheduled to be completed in two weeks, well development will be completed andwill be followed by ground-water sampling in late February or early March.Fish samples will also be collected in early March.

-10-5303JAN.008

ATTACHMENT 1

Copies of Field Notebook

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U.S. ENVIRONMENTAL PROTECTION AGENCY r——- -„CLP Sample Management Office a/o NumDerP.O. Box 818 - Alexandria, Virginia 223L3Phone: 703/557-2490 - FTS/557-2 90

SPECIAL ANALYTICAL SERVICEPACKING LIST

Sampling Office:Vfi-rsar

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Sampling Date(s):i Mho- ilsho

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Date Samples Rec'd:

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Sample Sample Description Sample Condition onNumbers I.e., Analysis, Matrix, Concentration Receipt at Lab

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U.S. ENVIRONMENTAL PROTECTION AGENCY ^CLP Sample Management Office iAi Number' .O. Box 818 - Alexandria, Virginia 22313hone: 703/557-2490 - FTS/557-2490


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Date Samples Rec'd:

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5.6.7,8.9.10.11.12.13.14.15.16.17.

18.19.

Sample Sample Description Sample Condition onNumbers i.e., Analysis, Matrix, Concentration Receipt at Lab

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U.S. ENVIRONMENTAL PROTECTION AGENCY - ._ N——j——CLP Sample Management Office A;> Numt>erP.O. Box 818 - Alexandria, Virginia 22313Phone: 703/557-2490 - FTS/557-2490


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U.S. ENVIRONMENTAL PROTECTION AGENCYpLP Sample Management Office\O. Box 818 - Alexandria, Virginia 22313'hone: 703/557-2490 - FTS/557-2490

SAS Number


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Date Samples Rec'd:

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Sample Sample Description Sample Condition onNumbers ( i.e., Analysis, Matrix, Concentration Receipt at Lab

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U.S. ENVIRONMENTAL PROTECTION AGENCY -_-CLP Sample Management Office A;) Nur"DerP.O. Box 818 - Alexandria, Virginia 22313Phone: 703/557-2490 - FTS/557-2490


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U.5. ENVIRONMENTAL PROTECTION AGENCYLP Sample Management OfficeO. Box 818 - Alexandria, Virginia 22313lone: 703/557-2490 * FTS/557-2490


SAS NumberSi

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Sampling Date(s):l/4/qo- //5-/<70.

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ATTACHMENT 3

Photographs

SR3QM I 1

Photograph 1. RP Contractor's Decontamination Line

Photograph 2. RP Contractor Collecting Soil Boring Samples

AR30M 12

Photograph 3. RP Contractor Collecting Sample in Wetlands Area

Photograph 4. RP Contractor Screening Wetlands

13

Photograph 5. RP Contractor Setting Up To Install Monitoring Well

Photograph 6. RP Contractor Collecting Split Spoon Samples WhileInstalling Monitoring Well

Photograph 7. RP Contractor Decontaminating Split Spoon Sampler

Photograph 8. RP Contractor Placing Stainless Steel Well Screen

Photograph 9. RP Contractor Installing Stainless Steel Riser Pipe

0038$ - United States Environmental Protection Agency · 0038$ CDM FEDERAL PROGRAMS CORPORATION...

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Transcript of 0038$ - United States Environmental Protection Agency · 0038$ CDM FEDERAL PROGRAMS CORPORATION...