Cenco_Central Transport Lagoon CloSURE 08101994-OCR

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Attachment I
Westinghouse Remediation Services, Inc.
Certification
O'BRIEN & GERE ENGINEERS
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Westinghouse
Remediation Services. Inc.
2 November 1993
Mr. Glen Simpson
Environmental Director
Central Transport, Inc
P.O. Box 7007
High Point, NC 27264
Dear Mr. Simpson:
•
675 Park North Boulevard
Building F. Suite 100
Clarkston. Georgia 30021
[phone]
Fax [phone]
Westinghouse Remediation Services, Inc. (Westinghouse) has completed the closure of two waste storage
lagoons located at the Central Transport, Inc. terminal in Charlotte, North Carolina.
Because of the long duration of the project related to weather, administrative and other delays,
Westinghouse was not able to provide continuous oversight by a single North Carolina-registered
engineer. The original engineer was replaced by Mr. John F. O'Brien, who was unable to perform direct
surveillance during construction of the soil cover. To provide documentation that the cover was properly
placed, Mr. O'Brien directed that the following be undenaken:
• that all records of soil cover construction be reviewed to assure that the cover was installed in
accordance with the plans; and
• that representative samples of the cover be recovered and tested in a laboratory to provide and
indication of their permeability.
Westinghouse has reviewed all records of soil cover construction to assure that the cover was installed in
substantial accordance with the plans. Westinghouse retained S&ME, lnc. of Charlotte to recover
relatively undisturbed and representative samples of the cover material, and to complete laboratory testing
of that material to document the hydraulic conductivity. A repon of that testing is attached.
Based upon the above review and documentation, Westinghouse herewith provides the following
certification be a Nonh Carolina-registered engineer.
I hereby certify that Westinghouse has completed all work shown, specified, or otherwise required in the
Contract Documents titled "Lagoon Closure, Contract No. 1, 199/, Central Transport, Inc, Charlotte,
North Carolina" and in substantial accordance with the terms and provisions of the Contract Document;·
and the modifications to the closure plan outlined in the letter lo the Stale Division of Environmental
Management dated JO September 1992.
A WestinghoUS8 Electric Corporation subsidiary.
1 ,, .. ,.s&ME October 12, 1993
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Westinghouse Remediation Services
675 Park North Boulevard
Clarkston, Georgia 30021
Attention: Mr. Bob Lynch
Reference: Laboratory Tests -CTI Project
Charlotte, North Carolina
S&ME Job No. 1353-93-196 (Revised)
Gentlemen:
S&ME, Inc. is continuing to provide laboratory testing on the
above referenced project. This letter summarizes the tests
performed on undisturbed samples obtained from Borings B-4, B-5,
B-6, B-7, B-7A and B-31 at lagoons no. 1 and 2, respectively.
Tests included hydraulic conductivity, unit weight, and in-situ
moisture content. The hydraulic conductivity tests were conducted
in accordance with ASTM D 5084-93. Soils recovered in the tubes
were also visually classified and are summarized on Table I,
"Summary of Shelby Tube", attached. Test results are presented on
the attached "Summary of Laboratory Test Data". Also, attached is
a "Site Plan", Figure 1, showing the approximate undisturbed sample
locations.
S&ME appreciates the opportunity to
Westinghouse Remediation services. If you
concerning this letter, or if we may be of
please contact us.
be of service to
have any questions
further assistance,
RES/kb
very truly yours,
S&ME, Inc.
--=----C( =· "~A~?~ ... ~'s:==::,-.,,
Raymond ;. ;aliba
Project Engineer
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Gilberto Ramos, P.E.
construction Services Manager
S&ME, Inc. 9751 SourhE'm Pine Ooulevard, Cho~one_ Nonti Corollno 28273_ (704) 52.'.l-4726. Fax [phone]
Mailing oddrE'ss: P_O_ flo>c 7668_ Cho~one. Nonti C=lino 28241·7668
.. --·
Boring
Nu.
DA
ll-5
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ll-7 .
!l-71\
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Sample Sample uses Na1u.ral
Depth T)1>< Clas:sifka1 i-on Moi:.sturc
(lnrfies) . Content
(%)
28 -]2..5 UD -?7.6
ll -JS UD Cl 20.1
l6 -JO UD -21.2
22 -26 UD -l0.7
B-4 and B-6-Comp. Mil -
10 -5< UD ML ll.7
ll.5 -:ll>.5 UD -21.l
Nole: G raphk Presc: n cations. o( Results. of
Proctor, Grain Sii.c:, and 01her le:s.ts
ro!lvw tt.i.s .sumn1ary
SS ~ Split Spoon Sample (ASfM D-!586)
UD ~ U ndiSI" rt>ed Som pie (ASTM D-158 7)
BAG = Bulk Sample
~· -== Wt.I
d ~ Dry
ilioiil -··"'¥ ~ '"-tt!P --''ii .... ....... ', --w ''""" •••• it ...
SUMMARY or LABORATORY TEST DATA
% Fin.er
No. 200
-
61;,0
-
-
88.0
57.0
-
Atterl>c:.rg. Proctor Da~ a In Sil U-C'...ondiLions. llydraulk
limits
LL Pl Max. Dry
Density
(pd)
----
41 lO -
---
---
61 28 -
37 ll -
---
Composile Samp!c
Co.nducl ~,,.·iey
k
Opt Mois-turc Specific % M.C. Unit ~iolslurc (cm/sec)
Contc:nL (Jravity From Weight Content
(%} Optimum (pcl) (%}
---gn l1.6 UXlO~
-2.7:! -lOB.6 20.l uxur'
-2.74 -99.9 17.2 6.SXJlf'
---101.0 20.7 l.8X!O~
------
-l.78 -955 13.7 l.9X10~
---92.l 27.l 8.IX!O~
•s&ME
JOB NAME:.-"'CT"'"'-! -----------
LOCA T!ON: Mecklenburg County. North Carolina
JOB NUMBER: 1353-93-1% PAGE .l OF .1...
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5 ~ 5 25 20 llrowu Si ily Medi um tLJ Fine Sandy Cl.f\Y GRAIN SIZE DISTRIBUTION ~BO:Ri!1G NO [ l. EV OR OE PIH NAT WC LL .Pl P~ OESCR I PT fON 0 R CLASSlflC:ATt:m ~
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GRAVEL
COAR$£ I FINE
WC Lt Pl Pl
37 26 l 1
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U 5 S TANOARO SIEVE SILES
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COARSE I MfOIUM fjNE SILT Sil-ES CLAY S!ZES !
DESCR ~PT ION o• CLASS I F!CAT 1CK1
Tan CJ ayey tlediurn Sandy S ! J.T ( 111) GRAIN SIZE DISTRIBUTION
CTI
JJB NO . l 353-93-! 96
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US S.TANOARO SlfVE S~ZES
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SANO F•NES
COARSf I MEDIUM flN[ SILT SIZfS ClAY SllES
OESCRLf'll('JN OR CLASS ff JC.AT .ION
Orange B ro\.Jll Hedi um to Fine Saudy GRAIN SIZE DISTRIBUTION
Clayey S l !.T (Mil) CT!
JOB NO. 13 53-93-196
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Depth T)-p< Oasa;ira1ion-.fii.foi.:&1u.re
(l't) • Conten1
(%)
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G raphtc Psc.s.t ri catrons of Rciiufrs of
rroc:cor~ Orai n Sile, -and 01her tau:
fotlow 1his. :summary
SS • SrliC Spoon S.mp!e (Al>"TM D-1586)
UD • UndUMbcd S.mp!e (/IS™ D-15117)
DAG~ Bulk S.mpk:
" = \Vcl
d r Ory
Sample obtained fr cm Lagoon Mo. l
SffilVle obtained fmn lagoon No. 2
•• ..... • ....... ... ;.,,iii : .••. c; • :: .. 4 ..... ..... ... ...
SUMMARY OF LABORATORY TEST DATA
% Finer
No. 200
Altert>erg P'roNOr D11.a. Molding Condilioos Hyilnulic
IJmit1-Con&11ctJvity
k
LL Pl M.._ DJ)' Opt. Mois1urc % % M.C. Diy MolstW'C (emfs«) DcnRty Content C.Ompacl ion From D.ensi1y Content
{pd) (%) Op1lmum (pd) (%)
97 .6 28.7 l.Bx.lo-7
Slomlrnl Pro<lor (ASIM P 69ll.._) • S&ME Modified Proc<or {l\Sl"M D 155711)
~~~: -
97.6 29.5 8. Jx Lo-7
JOBNAM~.~~-C_T_l~~~~~~~~
LOCATION: Charlotte , NC
JOB NUMBER: 1353-93-196 PAGE .l._ OF!_
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Westinghouse
Remediation Services, In~
17 November J 993
Mr. Glen Simpson
Environmental Director
Central Transport, Inc.
P.O. Box 7007
High Point, North Carolina 27264
675 Park Nonh Boulevard
Building F. Suite 100
Clarkston, Georgia 3002!
I 404 I 299-4650
Fax [phone]
Re: Explanation of Clay Cap Conductivity at the Central Transport Facility in
Charlotte, NC
Dear Mr. Simpson:
Westinghouse Remediation Services, Inc. (WRS) has completed the installation of the soil cover
portion of the lagoon closure. Based on conductivity testing which was done on undisturbed
samples taken from the clay cap, the measured hydraulic conductivity averaged approximately I 0-
6 cm/sec. WRS offers the following reasons why the clay cap conductivity was not the designed
conductivity of I x IO-7 cm/sec:
I. The constructed conductivity differed from the laboratory predicted conductivity-Prior
to the installation of the lagoon backfill, several locally available sources of clay were
identified by WRS with the assistance of a Charlotte geotechnical engineering firm. This
engineering firm which has considerable experience with landfill liner and cap construction,
lent confidence to WRS that clay sources available in the Charlotte area would be suitable for
the construction of the clay cap at the Central Transport facility. Landfill companies in the
Charlotte area are successfully using locally available clay for clay liner construction. After
several sources were inspected, the two best sources were submitted to a geotechnical
laboratory. Results of the geotechnical testing on remolded samples, indicated that the design
conductivity of I x 10-7 cm/sec was achievable with the clay from the Lake Norman Quarry.
Based on this testing the Lake Norman Quarry was selected for the clay. Recommendations
for the installed moisture and compaction parameters were also based on these tests.
Throughout the course of installing the clay cap portion of the soil cover the recommended
moisture and compaction conditions were maintained. Even though the recommended
compaction effort was achieved, it appears that a slight difference has occurred between the
laboratory predicted conductivity and the actual measured conductivity for the installed clay
cap.
A Westinghouse Electric Corporalion subsidiary
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Mr. Glen Simpson
17 November 1993
page2
2. A second clay source was required-At end of the clay cap installation WRS had to obtain
approximately 300 cubic yards of clay (less than 15% of total volume installed) from another
source due to the original supply being depleted. Weather delays which occurred during the
project resulted in the removal of a portion of the clay which was designated for WRS. The
last 300 cubic yards needed to complete the clay cap was obtained from the Martin Marietta
Beatties Ford Road Quarry. This alternative clay source was located after an exhaustive
search within the greater Charlotte area. WRS was assisted by S&ME, Inc of Charlotte in
finding this alternative clay source.
We hope that the above information is adequate for your needs. If you require any additional
information, please contact us a your convenience.
Sincerely
~r, f4--L!J-
Robert E. :Lynch, Jr.
Project Manager
cc: Doug Synder
Bill Norton
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I Attachment 2
I Photos of Excavation/Stabilization
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OBRIEN & GERE ENGINEERS
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CLOSURE CERTIFICATION
REPORT
CENTRAL TRANSPORT INC_
CHARLOTIE, NORTH CAF<OLINA
D[C[Ml3ER I 993
PHOTOS OF
EXCAVATION\ STABILIZATION
~ Fll._E NO ::;, I 78 OOE:i-0 14
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Attachment 3
Narrative of Confirmatory Clean Sampling Activities
OBRIEN & GERE ENGINEERS
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Attachment 4
Summary of Confirmatory Clean Sampling Results
O'BRIEN & GERE ENGINEERS
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Attachment 5
Confirmatory Clean Sampling Locations
O'BRIEN & GERE ENGINEERS
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Attachment 6
Final As-Built Topographic Survey
0 BRIEN & GERE ENGINEERS
PLEASE ASK FOR .AN ASSISTANCE TO
SEE BLUEPRINTS IN THE BOOK 1 •••
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I Attachment 7
Photos of Closed Facility
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I O'BRIEN & GERE ENGINEERS
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ANALYSIS REPORT
COMPANY WESTINGHOUSE ENVIRONMENTAL
602 Melynda Road
Charlotte, NC 28208
ATTENTION : Mr. Jack Wintle
DATE RECEIVED : 11-18-91
REPORT DATE : 11-29-91
LAB PROJECT : 2833
CLIENT PROJECT : CTI
The following EPA Procedures were followed.
Test
TCLP Metals:
Arsenic (As) ...........•..•.....•••••...
Barium (Ba) ..•••..••••...•..•.••.....•..
CadmiUlll (Cd) ...........••.•......•••..••
chromiUlll (Cr) ..•....•..........•.....••.
Lead (Pb) ..................... ., ,. ....... *' .... .
Mercury (Hg) .......•........•...........
SeleniUlll (Se) ....•••....•....••..••.....
Silver (Ag) ....•....•••......•..........
TCLP Acid Extractables ...........••.•.•....•.
TCLP Base/Neutral Extractables ..•....••••.•••
TCLP Volatiles ...............•............•..
TCLP Pesticides ...........•..................
TCLP Herbicides .••.•.••....••..•.••.•..•...••
6
Method ------
7060 (SW-846)
6010 (SW-846)
7131 (SW-846)
7190 (SW-846)
7421 (SW-846)
7470 (SW-846)
7740 (SW-846)
7760 (SW-846)
8270 (SW-846)
8270 (SW-846)
8240 (SW-846)
8080 (SW-846)
8150 ( SW-84 6)
9040 (SW-846)
1010 (SW-846)
9030 (SW-846)
9010 (SW-846)
9095 (SW-846)
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ACCURA ANALYTICAL LABORATORY, INC.
... . Environ.m.enralAnalytical StNJ~ces , ..... ..... . . . ..
245 DeKalb liidustrfa!Way, Decatur, GA 30030/PO Box 1382, Decatur, GA 3003f ( 404)296'9608 . .. . ··.. .. ' ·. '. ' ' . ' '
ANALYSIS REPORT
COMPANY WESTINGHOUSE ENVIRONMENTAL
602 Melynda Road
Charlotte, NC 28208
ATTENTION : Mr. Jack Wintle
DATE RECEIVED : 11-22-91
REPORT DATE : 12-02-91
LAB PROJECT : 2646
CLIENT PROJECT : CTI
LAB ID # 8291
STATION # CTI/3rd Batch
SAMPLE TYPE : Soil
RESULTS :Specific Gravity...................... 0.89
Free Liquids (Paint Filter Test)...... NONE
% Solids .......... , .••.•••..... , . , •..• 70.2
pH ....•...••.....•.........•....•• ,... 11.9
Reactive Cyanide. • .. .. . . • .. . . .. .. .. .. . <l. O ppm
Reactive Sulfide...................... <l. o ppm
Flash Point ........ "' .................. >140 i=i F
1
Respectfully Submitted,
~rr;;LABS
(QAC coo~or)
..#.~-~ ... --/'(Laboratory~~~~~~)
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CLIENT: WESTINGHOUSE ENVIRONMENTAL
5280 Panola Ind Blvd
Decatur, GA 30030
ATTENTION: Mr. Jack Wintle
STATION #: CTI/4th Batch
LAB #: 8302
TCLP PESTICIDES AND HERBICIDES:
2,4-D .•...••....•••.•..•••............
2,4,5-TP (Silvex) ....•....•...........
Chlordane •.......................•.•..
Endrin ....................................... .
Heptachlor & its hydroxide ••..........
Lindane .........................••....
Methoxychlor .•.....•...••.....••.•••..
Toxaphene .•...•••...••.•.•.••..••..•..
3
PROJECT: CTI
LAB PROJECT NO: 2855
DATE RECEIVED: 11-27-91
REPORT DATE: l2-l3-9l
REGULATORY
LEVEL
(ppm)
l0.0
l.O
0.03
0.02
o.ooa
0.4
lO.O
0.5
RESULTS
(ppm)
<l.O
<O.l
<0.003
<0. 002
<O.OOl
<0. 040
<l.O
<0.05
Respectfully submitted,
ACCURA ANALYTICAL LABS
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JUDITH A GIBSON REG OF DEEDS MECK NC
~ILED FOR REGISTRATION i0/28/94 i5:45 ~ .. -.......
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
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NOTICE OF PROPERTY.JU;STRlCTION
UNDER 40 CFR SUBPART G REGULATIONS
The Notice contained herein is filed in compliance with §265 .119 of 40 CFR Ch 1 of the
Environmental Protection Agency Regulations regarding that certain lot or parcel of land situated
in Paw Creek Township, Mecklenburg County, North Carolina and more particularly described
on Exhibit A attached hereto and incorporated herein by reference.
Any potential purchaser is hereby notified that:
L A portion of the land described in Exhibit A has been used to manage waste which
the State of North Carolina considers hazardous; and
2. A portion of the land's use is restricted under 40 CFR Subpart G Regulations of the
Environmental Protection Agency; and
3. A survey plat, a copy of which is attached hereto as Exhibit B and incorporated
herein by reference, which records the location of the portion of the land which was formerly
used to manage wastes and identifies said location as a Regulated Unit required by §265.116 and
§265 .119(9) of the Regulations of the Environmental Protection Agency has been filed with the
Mecklenburg County Planning Commission and the Mecklenburg Public Registry in Map Book
~. Page 380, and with the Regional Administrator of the Environmental Protection
Agency.
This the~ day of October ' 1994.
fud.Z::~~
Linda H'.-Embler, Trustee U/T dated
December 17, 1985 for Matthew Brewer Embler
Drawn By and Mail to:
Singer & McGirt, P.A.
1460 Charlotte Plaza
Charlotte, NC 28244
-----------------.----~-;::.>Q-t""'!Yi:;.' '-'' •' ·-.
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Car-:Ol.5.na corporat.ion, THE Et..JIIR'E BOUNOAR)~ Dr lMt:. Mcru,L.. ...... ._ . ., -·
PROPERTY (Named At>ove) IS SHOWN FOR INFORMATION ONLY AND 10 (:_;.ilJFY
MORE ACCURATELY THE LOCATION OF THE REGULATED UNIT THEREIN.
BOUNDARY CORNER MONUMENTS SHONN AS SOLID CIRCLES WERE LOCATED SY
ACTUAL FIELD SURVEYS. REGULATED UNIT BOUNDARY MONUMENTS WERE SET
THIS SURVEY AND ARE DESCRIBED HEREON. BEARINGS AND DISTANCES SHOWN IN
PARENTHESES ARE BASED ON RECORDED DEEDS. MAPS AND OTHER SOURCES.
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ll
BOUNDARY SURVEY
REGULATED UNIT
CENCO, INC.
.:::: -~ ~ ~ ~ f ~ SEAL ~ \ %
g \__. L2535 $ g ~ \\;-~ ..... iE
a North Carolina Corporation
-OWNER-
CITY OF CHARLOTTE
MECKLENBURG COUNTY
NORTH CAR OUN A
GENERAL SURVEYORS, P.A.
CHARLOTTE, NORTH CAROLINA
..
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''',i;··J: £..0 'M. 4 •\\\'"'
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SHEET I OF I
DI>. TE, SEPTEMBER 26, !994
SCALE' 1": JOO'
FILE• 8607.00 I -8
' ..I
PLEASE ASK FOR AN ASSISTANCE TO
SEE BLUEPRINTS IN THE BOOK 1 •.•