NC0003549_CORRESPONDENCE_20000309

MPDRS DOCUWKMT SCAMMIMS COVER SHEET
NPDES Permit: NC0003549
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
M •
Correspondence >11
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: March 9, 2000
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TERMINALING INC.or
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Certified Mail Return Receipt Requested 5 2000
P 373 807 560
March 9, 2000 DENADER o�Atln
URCE BRANCH
NC DENR
Division of Environmental Management
Attention: Mr Charles-Wea e
1621 Mail Service Center
Raleigh, NC 27699-1617
TransMontaigne Terminaling Inc.
NPDES Permit NCO003549
Selma
Dear Mr. Weaver:
Confirming our telephone conversation today, enclosed is information concerning the
modification improvements to be made on the containment basin at the Selma facility.
If you have any questions, please call me at 770/518-3671.
Sincerely,
ParbaraCastleberry
Environmental Coordinator
enclosures
copy: Terry Murray, w/attachment
200 Mansell Court Phone: [phone]
Suite 600 Fax: [phone]
Roswell, GA 30076-4853

01/06/00 15:55 FAX
16 004
" + 10/14/1959 22:58 70e67aU28 MORELAND INT LTD PACE e2
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RE1.`ROFY'I'RAN WATER PXIM TIQN POND
.ADD lIN1p VIRUS 1GRM SYSTEM
M.P.C.will provide and install all necessary PETROGARD 4 Hoer materials as described W tails
Sped fiicadom to line and rainwater collectionpond ata Wing t+drrrdnal withtxaco atnounrs
of pal rolenm prodwts.
e1'1
1.1 Tile PETROGARD 4 impoundment liner will be provided to be comparable with
Petroleum products and the liner materiel,will also contain inhibitors to resist attack from 00
sunlight. (Ultraviolet/hiftred ettorgy)
1.2 The impmudmeW area to be lined has boon represt bted to be approximately SO' wide by
125' long x 11' deep and the side slopes are approximately two to one. The existing �
conudanaent area is lined with an aggregate(stone)covering. Ptior to butalling the liner,
the lining installation work shall also include:do-watering the pond,removing sludge and
stock piling at the site; installing an average of 4" of new screen material over the
existing conulmnent stone, prior w receiving dtt:rimer.
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1.3 The Lop of the diioe is assaixned to be approximately 4' wide and the perimeter of the liner � �
Shall be buried in a trench, 2' from the edge of the slope, The excavated broach will be
8"-� wide by 18 --deep;and the impoundnunt basin is assumed to be uniformly shaped N
and new Shapimg fill and or mechanical compaction is not included io the liner instaMdQu 10
scope of work. S
oa
1.4 A 16 Oz. Gaatextile N
padding tttatacial is iuicludcd with the lining work and shall be
111S lW over the piepamd basin area prior to the installation of the PETROGARD a
Ifrxitig�anamrizl, N
M
LS There is a provision in tha liner work to inchide a pipe penetratica for one inlet uW oaa
Gullet Wlatian slccve. 'I'ttere is no ptovi,sioA for a cawrete spLmh pad for#hc inlet lime
to protect the Iiner from,damage caused by the velocity of incoming water.
1.7 The litter system shall include schematic installation drawings showing all interface
details.
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