Notice of Intent To Prepare a Draft Environmental Impact Statement for Carolinas Cement Company LLC Castle Hayne Project in New Hanover County, NC, 31072-31073 [E8-12065]

Agencies

• DEPARTMENT OF DEFENSE
• Department of the Army, Corps of Engineers
• Engineers Corps
• Department of the Army; Corps of Engineers

[Federal Register Volume 73, Number 105 (Friday, May 30, 2008)]
[Notices]
[Pages 31072-31073]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: E8-12065]



[[Page 31072]]

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DEPARTMENT OF DEFENSE

Department of the Army; Corps of Engineers


Notice of Intent To Prepare a Draft Environmental Impact 
Statement for Carolinas Cement Company LLC Castle Hayne Project in New 
Hanover County, NC

AGENCY: Department of the Army, U.S. Army Corps of Engineers, DoD.

ACTION: Notice of intent.

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SUMMARY: The U.S. Army Corps of Engineers (COE), Wilmington District, 
Wilmington Regulatory Division has received a request for Department of 
the Army authorization, pursuant to Section 404 of the Clean Water Act 
and Section 10 of the Rivers and Harbors Act, from Carolinas Cement 
Company LLC (a subsidiary of Titan America LLC) to construct the 
Carolinas Cement Company LLC Castle Hayne Project. This project will 
include quarrying to support cement manufacturing in northern New 
Hanover County, NC.
    The proposed project will require the excavation of an open pit 
adjacent to the Northeast Cape Fear River in order to extract and 
process the raw materials (calcium carbonate and limestone) in order to 
produce Portland Cement.
    Existing infrastructure including railroad, interstate highway, and 
waterways allow for both the shipment of product from the plant and the 
receipt of materials, such as coal. The Castle Hayne site is the 
location of former cement manufacturing facility and an unrelated, 
active aggregate quarry.

DATES: A public scoping meeting for the DEIS will be held at Emsley A. 
Laney High School, 2700 North College Road, Wilmington, NC, June 12, 
2008 at 6 p.m. EST. Written comments will be received until June 30, 
2008.

ADDRESSES: Copies of comments and questions regarding scoping of the 
Draft EIS may be addressed to: U.S. Army Corps of Engineers, Wilmington 
District, Regulatory Division, ATTN: File Number SAW-2007-00073, P. O. 
Box 1890, Wilmington, NC 28402-1890.

FOR FURTHER INFORMATION CONTACT: Questions about the proposed action 
and DEIS can be directed to Mr. Henry Wicker, Regulatory Division, 
telephone: (910) 251-4930.

SUPPLEMENTARY INFORMATION: The proposed Castle Hayne quarry and cement 
plant is located in Castle Hayne in New Hanover County, NC. The 
proposed project would be located on an approximately 1,868-acre site 
located at Ideal Cement Road approximately 2.6 miles east of Interstate 
40 and north of Holly Shelter Road. The project site is bordered to the 
north by the Northeast Cape Fear River, to the east by Island Creek, 
and to the south by Holly Shelter Road. The proposed project site 
includes undeveloped forested lands, an existing aggregate quarry pit 
currently operated by Martin Marietta Materials, as well as an inactive 
cement manufacturing plant, formerly operated by Ideal Cement. The 
proposed project is located in an area zoned as I-2 Industrial District 
and the quarrying and cement manufacturing would be compatible with the 
existing zoning.
    The Carolinas Cement Company has provided the following information 
about the purpose of the proposed project:
    The purpose of the proposed project is to establish a quarry from 
which it can extract marl and limestone that will support manufacturing 
Portland cement to supply the eastern North Carolina market in an 
economically viable fashion. To be economically viable the minable 
resource must be within a 3 mile radius of the manufacturing facility 
and must provide for a long-term, at least 30 years, marl and limestone 
resource of sufficient quality that can be recovered in a systematic 
and cost-effective manner. Based on the economies of scale and the 
projected market demand, the proposed plant will have a capacity of 2.3 
million short tons per year of finished Portland cement. Furthermore, 
the manufacturing facility must be accessible to suitable modes of 
transportation. The relative cost of transporting a ton of Portland 
cement increases from barge to rail to trucks. Titan America's Roanoke 
Cement Company facility currently moves 50% of the Portland cement it 
produces by rail in the mid-Atlantic region. The cost of establishing 
and operating a Portland cement quarrying/manufacturing operation is 
substantial. The Portland cement market is cyclical depending upon the 
growth and contraction of the construction industry. It is important to 
locate a Portland cement operation where quarrying, manufacturing, and 
transportation costs and logistics allow for long-term production in an 
economical and efficient manner. The magnitude of the necessary 
investment in property and personnel requires the Portland cement 
industry to develop production plans based on long-term horizons. Since 
1950, no manufacturing facility of the size proposed has commenced 
operations without 40 to 50 years of reserves, and currently operating 
Portland cement plants have been operating an average of 44 years. 
Based on this, the applicant requires at least a 30-year resource 
reserve to construct the proposed facility.
    The primary considerations in economic Portland cement production 
include raw materials to provide the necessary chemistry, availability 
of other materials (often by-products from other industries), and 
transportation and power infrastructure, near to the markets that the 
plant is intended to serve. These primary considerations are 
interrelated.
    Proposed Impacts to Wetlands and Surface Waters: Surface waters and 
wetlands have been delineated for the proposed project site. Field 
reviews of the delineations with the U.S. Army Corps of Engineers 
(USACE), and North Carolina Division of Water Quality (DWQ) have been 
conducted with final USACE verification of the wetlands delineation 
pending. The North Carolina Division of Coastal Management's (NCDCM) 
Coastal Area Management Act (CAMA) jurisdictional Areas of 
Environmental Concern (AECs) have also been identified for the site. 
Field reviews of the CAMA regulated AEC boundary have been conducted 
and agreed to by the NCDCM. The proposed quarrying action will impact 
approximately 493 acres of wetlands. This total includes approximately 
214 acres of wetlands located within CAMA jurisdictional areas.
    Scope of Investigations: Based upon the proposed impacts to 
wetlands and surface waters, Carolinas Cement Company LLC has been 
advised by the U.S. Army Corps of Engineers that an Environmental 
Impact Statement (EIS) will be required for the proposed Project. The 
scope of the EIS investigation will include the following: Alternatives 
analyses, Affected environment, Environmental consequences, Secondary 
and cumulative environmental impacts, and Mitigation.
    Alternatives analyses: Council on Environmental Quality (CEQ) 
regulations (40 CFR 1502.14(a)) require an environmental impact 
statement (EIS) to ``rigorously explore and objectively evaluate all 
reasonable alternatives'' for a proposed action. The regulations (40 
CFR 1502.14(b)) further require that substantial treatment be made of 
each alternative considered in detail, including the proposed action. 
The Proposed Project and a reasonable number of alternatives, including 
the no action alternative and quarrying for marl in other areas within 
and outside of New Hanover County and/or eastern North Carolina, will 
be evaluated and compared in the EIS. The factors used

[[Page 31073]]

to compare the alternatives will be the same for each of the 
alternatives.
    Affected environment: CEQ regulations (40 CFR 1502.15) require the 
EIS to describe the environment of the areas to be affected or created 
by the alternatives under consideration. The data and analysis shall be 
commensurate with the importance of the impact. Based upon preliminary 
evaluation of the proposed Project, it appears the primary areas of 
environmental concern will focus on the loss of wetland and other 
aquatic resource functions and values including impacts to wetlands 
within designated AEC's, mitigation of such losses, and the effect of 
the proposed quarry on groundwater and surface water quality.
    In preparation for the EIS, the following studies have been 
completed or are ongoing for the proposed Project:
     Comprehensive geological investigations to identify high 
calcium marl and limestone reserves that meet cement chemistry criteria 
quality and quantity. A technical report detailing the methodologies 
and results of the geological investigation will be included as an 
appendix to the EIS.
     Jurisdictional wetland/stream/open waters delineations 
(Section 404 Jurisdictional Areas) (field reviews have been conducted 
with USACE and DWQ with final verification pending). A technical report 
detailing the methodologies and results of the jurisdictional areas 
delineation will be included as an appendix to the EIS.
     Identification of NCDCM jurisdictional areas including 
public trust areas and AECs (field reviews have been conducted with 
NCDCM staff).
     Federally protected species habitat evaluations and field 
surveys. A technical report detailing the methodologies and results of 
the protected species study will be included as an appendix to the EIS.
     Hydrogeologic investigations to assess the amount of water 
discharged from proposed quarry pits and the potential effects of 
dewatering on adjacent wetlands and ground water resources in area. A 
technical report detailing the methodologies and results of the 
hydrogeological study will be included as an appendix to the EIS.
     Archaeological investigations and field survey. A 
technical report detailing the methodologies and results of the 
archaeological investigation and survey will be included as an appendix 
to the EIS.
     Aquatic resources evaluations and field surveys. A 
technical report detailing the methodologies and results of the aquatic 
resources investigation and survey will be included as an appendix to 
the EIS.
    Environmental consequences: CEQ regulations (40 CFR 1502.16) state 
the EIS will include the environmental impacts of the alternatives 
including the proposed action, any adverse environmental effects which 
cannot be avoided should the proposal be implemented, the relationship 
between short-term uses of man's environment and the maintenance and 
enhancement of long-term productivity, and any irreversible or 
irretrievable commitments of resources which would be involved in the 
proposal should it be implemented. The EIS will identify and disclose 
the direct impacts of the proposed project and study a reasonable 
number of alternatives on the following: Topography, geology, soils, 
climate, biotic communities, wetlands, fish and wildlife resources, 
endangered and threatened species, hydrology, water resources and water 
quality, floodplains, CAMA jurisdictional areas, hazardous materials, 
air quality, noise, aesthetics, recreational resources, historical and 
cultural resources, socioeconomics, land use, public health and safety, 
energy requirements and conservation, natural or depletable resources, 
drinking waters, and environmental justice.
    Secondary and cumulative environmental impacts: Cumulative impacts 
result from the incremental impact of the proposed action when added to 
past, present, and reasonably foreseeable future actions, regardless of 
what agency or person undertakes the action. GIS data and mapping will 
be used to evaluate and quantify secondary and cumulative impacts of 
the proposed Project with particular emphasis given to wetlands and 
surface/groundwater resources.
    Mitigation: CEQ regulations (40 CFR 1502.14, 1502.16, and 1508.20) 
require the EIS to include appropriate mitigation measures. The USACE 
has adopted, through the CEQ), a mitigation policy which embraces the 
concepts of ``no net loss of wetlands'' and project sequencing. The 
purpose of this policy is to restore and maintain the chemical, 
biological, and physical integrity of ``Waters of the United States,'' 
specifically wetlands. Mitigation of wetland impacts has been defined 
by the CEQ to include: avoidance of impacts (to wetlands), minimizing 
impacts, rectifying impacts, reducing impacts over time, and 
compensating for impacts (40 CFR 1508.20). Each of these aspects 
(avoidance, minimization, and compensatory mitigation) must be 
considered in sequential order. As part of the EIS, the applicant will 
develop a compensatory mitigation plan detailing the methodology and 
approach to compensate for unavoidable impacts to waters of the U.S. 
including wetlands.
    NEPA/SEPA Preparation and Permitting: Because the proposed Castle 
Hayne quarry project requires approvals from federal and state agencies 
under both the National Environmental Policy Act (NEPA) and the State 
Environmental Policy Act (SEPA), a joint Federal and State 
Environmental Impact Statement (EIS) will be prepared. The U.S. Army 
Corps of Engineers will serve as the lead agency for the process. The 
EIS will be the NEPA document for the Corps of Engineers (404 permit) 
and the SEPA document for the State of North Carolina (CAMA permit).
    Based on the size, complexity, and potential impacts of the 
proposed project, the Applicant has been advised by the U.S. Army Corps 
of Engineers to identify and disclose the environmental impacts of the 
proposed project in an Environmental Impact Statement (EIS). Within the 
EIS, the Applicant will conduct a thorough environmental review, 
including an evaluation of a reasonable number of alternatives. After 
distribution and review of the Draft EIS and Final EIS, the Applicant 
understands that the U.S. Army Corps of Engineers will issue a Record 
of Decision (ROD) for the project. The ROD will document the completion 
of the EIS process and will serve as a basis for permitting decisions 
by federal and state agencies.

Christine M. Brayman,
Deputy District Engineer, Programs and Project Management.
 [FR Doc. E8-12065 Filed 5-29-08; 8:45 am]
BILLING CODE 3710-GN-P