Paul C. Rizzo Associates, Inc.Paul C. Rizzo Associates, Inc. CONSULTANTS December 10, 1990 Project...
36
Paul C. Rizzo Associates, Inc. CONSULTANTS December 10, 1990 Project No. 89-599 Ms. Donna McCartney (3HW21) SENT VIA FEDERAL EXPRESS Remedial Project Manager U.S. Environmental Protection Agency Region III 841 Chestnut Building Philadelphia, Pennsylvania 19107 Transmittal Progress Report No. 7 (November 1990) Tonolli Corporation Superfund Site Nesquehoning, Pennsylvania Dear Ms. McCartney: This letter provides the U.S. Environmental Protection Agency with a progress report for the month of November, 1990 on activities at the Tonolli Corporation Superfund Site as required by the Administrative Order by Consent. The following activities have been undertaken with respect to achieving compliance with the Administrative Order by Consent: 1. Completion of the following tasks: - Drilling, installation, and development of monitoring wells - Borehole geophysics — Shallow soil sampling - Landfill test pits - XRF screening of site surface and soils - Onsite building inspection - Metal detector survey - Collection of cation exchange capacity samples 2. Continuation of the Hi-Vol air sampling and meteorological monitoring. 3. Geologic and hydrogeologic information was formally requested from the Lansford-Coaldale Joint Water Authority. 4. The Steering Committee awarded a contract to perform the baseline risk assessment to Clement International. 220 CONTINENTAL DRIVE, SUITE Jl l^NEV^Ap^E 19713 PHONE:(302) 454-790j| f P,TTSBURGH,PA COLUMBUS, OH
Transcript of Paul C. Rizzo Associates, Inc.Paul C. Rizzo Associates, Inc. CONSULTANTS December 10, 1990 Project...
Paul C. Rizzo Associates, Inc.CONSULTANTS
December 10, 1990
Project No. 89-599
Ms. Donna McCartney (3HW21) SENT VIA FEDERAL EXPRESSRemedial Project ManagerU.S. Environmental Protection AgencyRegion III841 Chestnut BuildingPhiladelphia, Pennsylvania 19107
TransmittalProgress Report No. 7 (November 1990)Tonolli Corporation Superfund Site
Nesquehoning, Pennsylvania
Dear Ms. McCartney:
This letter provides the U.S. Environmental Protection Agency with aprogress report for the month of November, 1990 on activities at theTonolli Corporation Superfund Site as required by the AdministrativeOrder by Consent.
The following activities have been undertaken with respect to achievingcompliance with the Administrative Order by Consent:
1. Completion of the following tasks:
- Drilling, installation, and development of monitoring wells- Borehole geophysics— Shallow soil sampling- Landfill test pits- XRF screening of site surface and soils- Onsite building inspection- Metal detector survey- Collection of cation exchange capacity samples
2. Continuation of the Hi-Vol air sampling and meteorologicalmonitoring.
3. Geologic and hydrogeologic information was formally requested fromthe Lansford-Coaldale Joint Water Authority.
4. The Steering Committee awarded a contract to perform the baselinerisk assessment to Clement International.
220 CONTINENTAL DRIVE, SUITE Jl l NEV Ap E 19713PHONE: (302) 454-790j| f
P,TTSBURGH,PA COLUMBUS, OH
Donna McCartney December 10, 1990
TEST RESULTS AND INTERPRETATIONS
Included with this Progress Report are preliminary meteorological dataregarding wind speed and direction and the borehole geophysics. Themeteorological data was collected from September 15 through October 15,1990.
The borehole geophysical data consists of natural gamma and EM-39induction logs for all of the recently installed deep wells and naturalgamma logs of existing wells MW-3, MW-9 and the plant pumping well. Thedeep well was logged prior to drilling the shallow well at each nestedwell location. The geophysical logs, water levels and informationgathered during the drilling and installation of the deep well were usedto determine the shallow well placement. The shallow wells were notgeophysically logged since they were drilled next to the deep wells ateach location.
WORK ANTICIPATED FOR THE MONTH OF DECEMBER 1990
The following activities are anticipated to take place in the nextmonth:
1. Collection of groundwater samples from the twenty recentlyinstalled site wells.
2. Collection of sump sediment samples from three site locations.
3. Surveying of monitoring wells and sample locations.
4. Performance of slug tests in the twenty recently installed sitewells.
5. Water level and stream level measurements.
6. Preliminary data reduction and interpretation.
7. Review of the draft surface geophysical report.
8. Review of the draft site ecological characterization report.
9. Preparation of the offsite soil screening work plan.
10. Initiation of the baseline risk assessment by ClementInternational.
11. Review of potential treatment options for site wastes.
Attached to this progress report is a revised schedule of RI/FS fieldactivities.
&B3G0260
Donna McCartney December 10, 1990
PROBLEMS ENCOUNTERED OR ANTICIPATED
The Work Plan specified that natural gamma logs be run in the existingwells onsite. Wells MW-3, MW-9 and the plant well were successfullylogged. Wells MW-4, MW-5 and MW-6 were previously abandoned. WellsMW-7, MW-8 and MW-9 were not logged because MW-7 was blocked near thetop of the well, MW-9 was too shallow and, Well MW-8 was not accessibledue to erosion of the mine spoil pile.
ADDITIONAL INFORMATION
The Work Plan specified that the groundwater sampling task include fivePanther Creek wells. Pursuant to discussions with USEPA on July 19 andNovember 20, 1990, these Panther Creek wells (MW-6,7,8,9, and 10} willnot be sampled as part of the round 1 RI. We will evaluate thegroundwater data from the site wells and determine the need to samplethe Panther Creek wells in Round 2.
The Work Plan specified that these water samples be collected from sitesumps. At the request of USEPA sediment samples instead of watersamples will be collected.
If additional information is required, please call me at (302) 454-7902.
Respectfully submitted,
William C. SmithManagerDelaware Valley Operations
WCS:drenclosure
cc: Mr. Jeff Leed, PRP Technical CommitteeMr. Phillip Rotstein (3HW15), USEPA - Region IIIMs. Susan Ritter, PADER - Wilkes-Barre Regional OfficeMr. Christopher Cherniak, COM
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WIND SPEED DIRECTION SPREADSHEET
TONOLLI CORPORATION SITENESQUEHONING, PA
TIME
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DATE: Sent. 15. 1990
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170-190210-270330-130000-090150-230060-180300-060360
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DATE: Sept. 17. 199d
WINDSPEEDMPH2-81-9 0-<f1-6'1-50-62-101-52-40-121-114-62-182-143-201-202-152-122-90-4001-80-4
'DIRECTION
I60-150300-120180-270120-210180-330240-360120-330180-330330-360300-360270-340270-360210-340270-090300-350300-360180-330290-340150-330170-330
-T
240-360180-330
M30Q263
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WIND SPEED DIRECTION SPREADSHEET
TONOLLI CORPORATION SITENESQUEHONING,FA
TIME
"0100"0200"0300"0400"0500"0600"0700"0800"0900"1000"1100"1200"1300"1400"1500"1600"1700"1800"1900"2000"2100"2200"2300"2400
1DATE: SEPT. 18. 1 99d DATE: SEPT. 19. 1990
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WINDSPEEDMPH00000000 A2 P2 i2-422-53-72-31-71-74-12
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DIRECTION•----
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i 050-090030-050340-070340-0,40000-080010-100340-060000-060010-110330-350320-350
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170-260190-280200-270
DATE: SEPT. 20. 1990
WINDSPEEDMPH
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DIRECTION•250-330280-320300-340210-250190-230310-330
-250-260200-250240-320280-310300-340290-350040-060260-330230-290270-310290-350
-330-340
----
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WIND SPEED DIRECTION SPREADSHEET
TONOLLI CORPORATION SITENESQUEHONING
TIME
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,PA
DATE: SEPT 21 , 1990
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DIRECTION•
320-330-------
190-200190-210200-22Q/;280-34<p\170-190
\ 200-220' 240-300220-250190-230320-330320-330150-170
-190- --
DATE: SEPT. 22. 1 990
WINDSPEEDMPH0-200-300-33-62-42-6 ^4-5-fi2-5 r0-22-32-3000030000-300-2
DIRECTION•340-070-
040-080000-04$.020-OfO040-070010-030010-040330-350000-040320-340
----
330-340---
300-330-300
DATE: SEPT. 23. 1990
WINDSPEEDMPH02-3 „2- T0-31-30
8-10102-34-121-72-71-41-72-32-130-62-50-62-82-42-51-72-5
DIRECTION•~-
240220-230210-270270-310
-180-210250
220-240270-330180-190210-240.200-240190-250080-090190-220190-260220-260270-300240-300280-310230-270220-290230-270
WIND SPEED DIRECTION SPREADSHEET
TONOLLI CORPORATION SITENESQUEHONING, PA
TIME
"0100"0200"0300"0400"0500"0600"0700"0800"0900"1000"1100"1200"1300"1400"1500"1600"1700"1800"1900"2000"2100"2200"2300"2400
DATE: SEPT. 24. 1990
WINDSPEEDMPH2-1433-73000
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DIRECTION•
270-330310-320210-270270-310
----
240-270270-330180-240X1;300-33CTN300-3301
) 300-330/ 190-230240-300240-270210-270250-270315----
DATE: SEPT. 25. 1990
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DIRECTION•----— .xif~ s*- 1--
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260-280-
DATE- SEPT _26 1390
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DIRECTION•-320
330-030-----
000-030-
130-150080-100060-090
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WIND SPEED DIRECTION SPREADSHEET
TONOLLI CORPORATION SITENESQUEHONING
TIME
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DATE: SEPT. 27. 1990
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DIRECTION•-
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DATE: SEPT. 28. 1990
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DATE: SEPT. 29. 1990
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DIRECTION•----------
240-270220-290300-330300-330120-150280-330270-300240-300
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WIND SPEED DIRECTION SPREADSHEET
TONOLLI CORPORATION SITENESQUEHONING, PA
TIME
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DATE: SEPT. 30. 1990
WINDSPEEDMPH0000033-41-632-62-82-73-64-11 x-1-6 U1-42-6•3-132-83-53-112-102-52-8
DIRECTION•--- .--
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210-240 I260-30QX:300-350 1330-360
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DATE: OCT. 1 . 1 990
WINDSPEEDMPH0332-42-5002-5 A3 P2-9 12-52-42-71-92-130-132-91-7002-3000
DIRECTION•-255
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DATE: OCT. 2. 1990
WINDSPEEDMPH0°°1o 102-3001-72-83-133-110-73-92-82-82-102-7200000
DIRECTION•-----
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WINDSPEEDMPH00000000001-41-71-61-9 X-1-9 .1-5 ^1-71-91-31-41-31-200
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DATEOCT.4. 1990
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DATEOCT. 5. 1 990
WINDSPEEDMPH00 ^OXT0 100001-30-42-82-103-132-91-162-122-64-100-322-4000
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TIME
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DATE: Oct. 8. 1990
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080-120240-300270-330300-330210-270300-330
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DATE: OCT.. 9,1990
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070-080010-050
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DATE: OCT. 1 0. 1 990
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DATE: OCT. 1 1 . 1 990
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DATE: OCT. 13. 1950
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000-090030-090000-060100-120270-3 1O300-3 id-300-3RO300-340090310
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DATE: OCT. 14. 1990
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MW-3 NOVEMBER 15,1990NATURAL GAMMA__j gjg
AR30G29U
100
roTO
OJTO
-I*'TO
