HomeMy WebLinkAboutNCD980602163_19830802_Warren County PCB Landfill_SERB C_Corrected Final Report-OCRR. E. BEUMER C. LCUTTING ELI LEMCOE C. N. LETELLIER W. LITTLEFIELD , ,./ ◄:.,,,, ~ ..... f " SVERDRUP 8~ PARCEL G. R. PENNINGTON ESGISEERS-ARCHITEC.-..S-COSSTRt:CTIOS ~IA.'IAGERS 'l'lll WE8T MEAUOWVIEW ROAD SUITE lH GHF.ES!-tl:IORO, :"tiOR'f'II C'AR.{}J.JS.\. 2T-a.OT W. H. RIVERS G.E.ROSENKOETTER H. G. SCHWARTZ. JR. B. R. SMITH. JR. I. R. VERON R. C. WEST J. D. WHITFIELD August 2, 1983 Mr. William W. Phillips, Jr. North Carolina Department of Crime Control and Public Safety P. 0. Box 27687 Raleigh, North Carolina 27611 Subejct: PCB Waste Disposal Site Code 14900 Item 1111-1990 Dear Mr. Phillips: JOHN . PARCEL 192B-1 965 L J. SVERDRUP 1 928-1 976 91 9/855-9260 Enclosed is the corrected PCB Final Report. Report sent to you on 7-22-83. Please discard the Final Very truly yours, -1 _ 13.e~.,-.L. =.r.-...,,_ ~ ,,.----,--1 \j -. Jr {.__. Frank B. Rainey, • Manager cc: T. N. Wilson -NC Department of Administration Tom Karnoski -NC Department of Human Resources /
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NORTH CAROLINA DEPARTMENT OF
CRIME CONTROL AND PUBLIC SAFETY
FINAL REPORT
PCB WASTE DISPOSAL SITE
WARREN COUNTY, NC
ITEM 1111-1990 CODE 14900
JULY, 1983
Prepared by
Sverdrup & Parcel
2211 W. Meadowview Road
Suite 114
Greensboro, NC 27407
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GENERAL DESCRIPTION
FINAL REPORT
PCB WASTE DISPOSAL SITE
WARREN COUNTY
The PCB Waste Disposal Site is a hazardous waste landfill,
containing approximately 40,000 cubic yards of polychlorinated biphenyl
(PCB) contaminated soil, located in Warren County, North Carolina.
PERTINENT DATED
Contractor's bids for the construction of the site were opened on
January 21, 1982, and the contract was awarded to Jim Lineberger's
Grading & Paving Inc., of Gastonia, NC on May 28, 1982. Construction
work began on June 21, 1982. Continuous heavy rains and vandalism of
the groundwater monitoring wells and the 30-mil PVC liner curtailed job
progress throughout the month of August, and construction was not
completed to the stage necessary for PCB placement until September 15,
1982. NC DOT trucks began hauling PCB contaminated soil on from Fort
Bragg on October 6, 1982, and finished on
Construction work was completed on July 14, 1983.
October 27, 1982.
The final inspection
of the completed project was conducted on July 15, 1983 and final
acceptance was on that date.
CONSTRUCTION SEQUENCE AND DESCRIPTION
Initially four groundwater monitoring wells were installed, located
north, south, east, and west of the landfill. These wells were
determined to be unsatisfactory, as designed and installed, by the NC
Department of Natural Resources and Community Development. Four
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replacement wells were installed, immediately adjacent to the original
wells. These wells
repaired or redrilled.
were vandalized during construction, and were
The wells utilized 4" PVC pipe and screens, with
lockable steel caps. An earthen containment structure, 4 76' long and
232' wide was built by excavating to bottom elevations sloping from
elevation 320 to 314, and filling to a berm elevation of 342. Side
slopes are 3: 1 on the north, west, and east sides, 5: 1 on the south.
Topsoil, clay, and silt materials excavated were stockpiled separately
for later use. A 9" layer of permeable sand was placed on this subgrade
as a lower leachate collection system, draining to a collection sump and
6" PVC extraction pipe in the northeast corner of the landfill. A
30-mil PVC liner, manufactured by Staff Industries of Detroit, Michigan,
was installed over this sand layer. This liner was slashed in 23 places
by vandals and was repaired by patching with additional liner material.
A one foot thick layer of compacted bridging fill was placed over the
30-mil PVC liner, using previously stockpiled clay and silt materials.
An upper leachate collection system was placed above the clay
liner, using a 9" layer of permeable sand, draining to a collection sump
and 611 PVC extraction pipe in the northeast corner of the landfill.
As final preparation for the placement of PCB material, a carbon
filter system was installed. This system consisted of a sand filter,
carbon filter, and temporary holding pond, located just northeast of the
landfill. The intent of the system was to treat excess rainwater
collected in the disposal area during PCB placement, but the system was
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not used during construction because a D.H.R. Discharge Permit had not
been obtained prior to construction. The system was left in place to
facilitate the State in removing water accumulated in the upper
leachate collection system during construction.
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Supac filter fabric material, manufactured by the Phillips
Petroleum Company, was placed over the upper leachate collection sand
layer, to prevent migration of the contaminated soil into the sand
layer. The PCB contaminated soil was then hauled and dumped by NC DOT
trucks, and by Propst Construction Company on contract with the
Department of Defense, and placed and compacted by the construction
contractor, to a final top elevation shown on the plans. The actual
volume of PCB material placed was approximately 40,000 cubic yards.
A one foot thick layer of compacted bridging fill was placed over
the PCB soil, again utilizing previously stockpiled clay /silt
materials.
A two foot thick compacted clay liner was constructed over the
briding fill, using select clay material obtained from a second clay
borrow area on the site.
A 10-mil PVC liner, also manufactured by Staff Industries of
Detroit, Michigan, was installed over this clay liner and sealed to the
lower liner.
Another one foot thick layer of compacted bridging fill was placed
over the 10-mil PVC liner.
A 4" PVC pipe gas vent was installed, located at the center point
of the landfill.
The entire top surface of the landfill and the 5:1 outslopes were
then covered with a one foot thick layer of topsoil, utilizing material
previously removed and stockpiled. This area, and all adjacent
disturbed areas, were limed, fertilized, seeded, and mulched.
A steel chain-link fence, with steel posts was installed around the
perimeter of the disposal area.
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EXHIBIT "A" -AREA FIGURES
The PCB Waste Disposal Site is located on a 142.3 acre tract, of SR
'1604' near Afton, in Warren County. Within this tract, a 19.32 acre
area contains the landfill and will be retained in state ownership. The
remainder has been deeded to Warren County, as a buffer zone surrounding
the landfill.
The inside dimensions of the earthen containment structure are
476'x 232', or 2.54 acres. The area within the chain-link fence is 300'
x 550', or 3.79 acres.
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CONTRACT
General
EXHIBIT "B" -COST DATA
ORIGINAL COST
$362,619.00
CONSTRUCTION COST
CHANGE ORDER ADDITIONS
$58,828.09
COST
$421,447.09
CONSTRUCTION COST SUB-TOTAL $ 421,447.09 --=------------
DESIGN & CONSTRUCTION INSPECTION FEES
Sverdrup & Parcel $ 78,118.51
Soil & Material Engineers $ 14,810.11
DESIGN & CONSTRUCTION INSPECTION FEES, SUB-TOTAL $ 92,928.62
TOTAL PROJECT COST $ 514,375.71 --=-------=-----
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GENERAL CONTRACT
c.c.o. NO
1
2
3
4
5
6
7
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10
EXHIBIT "C" -CHANGE ORDERS
DESCRIPTION
New Monitoring Wells
Time Extension
Time Extension
Security Guards
Security Guards
Security Guards
Security Guards
Additional Fencing
Spray Irrigation System
Temporary Seeding & Additional
Erosion Control
TOTAL
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AMOUNT
$ 6,987.50
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4,214.00
3,923.75
11,558.40
5,493.25
3,323.32
7,456.00
15,871.87
$58,828.09
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EXHIBIT "D"" -CONTRACTORS, SUBCONTRACTORS, & MATERIAL SUPPLIERS
GENERAL CONTRACT
Prime Contractor -Jim Lineberger Grading & Paving, Inc.
Route 2 -Box 77A
Gastonia, North Carolina 28052
SUBCONTRACT CONTRACTOR
Groundwater Monitoring Wells Ezra Mier Associates, Inc.
401 Glenwood Avenue
Surveyors
PVC Liners
Seeding
Chain-Link Fence
P. 0. Box 12447
Raleigh, NC 27605
Southern Survey, Inc.
1006 Lamond Avenue
Durham, NC 27701
Arkay Corporation
1321 Romany Road
Charlotte, NC 28204
Lineberry, Inc.
Climax, NC
U.S. Steel, Cyclone Fence
Charlotte, NC
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