lake charles cracker project (lccp) gas-to-liquids …

LAKE CHARLES CRACKER PROJECT (LCCP) &

GAS-TO-LIQUIDS PROJECT (GTL)

Rezoning Application

APRIL 2014

PREPARED FOR:

CALCASIEU PARISH POLICE JURY

PREPARED BY:

C.H. FENSTERMAKER & ASSOCIATES, LLC

Lake Charles Cracker Project & Gas‐to‐Liquids Project Rezoning Application

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Project Team

C.H. Fenstermaker & Associate, LLC 135 Regency Square Lafayette, Louisiana 70508 Tel: 337‐237‐2200 www.fenstermaker.com Kean Miller LLP 400 Convention Street, Suite 700 Baton Rouge, Louisiana 70802 Tel: 225‐382‐3411 Villavaso & Associates, LLC 6304 Beauregard Avenue New Orleans, Louisiana 70124 Tel: 504‐343‐9096


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TABLE OF CONTENTS

1.0 INTRODUCTION ................................................................................................................................. 4

2.0 SASOL GLOBAL .................................................................................................................................. 4

3.0 THE PROJECTS ................................................................................................................................... 5

4.0 SITE LAYOUT ...................................................................................................................................... 6

5.0 ZONING REQUEST ........................................................................................................................... 10

6.0 ECONOMIC IMPACT ASSESSMENT .................................................................................................. 14

7.0 SAFETY, HEALTH, AND ENVIRONMENTAL ....................................................................................... 16

8.0 ENVIRONMENTAL PERMITTING ...................................................................................................... 19

9.0 TRAFFIC IMPACT ANALYSIS ............................................................................................................. 21

10.0 DRAINAGE IMPACT ANALYSIS ......................................................................................................... 25

11.0 CONCLUSION ................................................................................................................................... 28

REFERENCES ................................................................................................................................................ 29

EXHIBITS ...................................................................................................................................................... 30


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1.0 INTRODUCTION

Sasol North America Inc. (Sasol) plans to make a significant investment in Southwest, Louisiana, with the

proposed construction of a world‐scale ethane cracker and derivatives complex as well as a gas‐to‐

liquids facility at its Westlake site. This innovative complex will not only benefit our nation’s energy

security, but will also be a tremendous economic stimulus to this region.

To begin construction on this project, Sasol is requesting the rezoning of purchased property within its

site plan. This application has been prepared to summarize the economic, traffic, drainage, and

environmental impacts associated with this project, and to address these impacts in accordance with

local, state, and federal standards. This information is being presented to the Calcasieu Parish Police

Jury (CPPJ) – Division of Planning and Development so that it can make a decision on this rezoning

request.

Details pertaining to Sasol’s cooperation with other public and private entities are detailed in the

developer’s agreement that accompanies this application.

2.0 SASOL GLOBAL Sasol is an international integrated energy and chemical company that leverages the talent and

expertise of our more than 35,000 people working in 37 countries. Sasol develops and commercializes

technologies and builds and operates world‐scale facilities to produce a range of products including

SASOL GLOBAL

Based in Johannesburg, South Africa US Headquarters in Houston, Texas 35,000 Employees in 37 Countries Operations produce the building blocks that help make everyday products

including detergents, plastics, and liquid fuels.

CORE VALUES

Safety-People-Integrity-Accountability- Stakeholder Focus-Excellence in all that they do

COMMITMENT

Committed to providing a safe working environment for their employees and being a good neighbor in the communities where they operate.

Committed to advancing sustainable development.


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liquid fuels, high‐value chemicals and low‐carbon electricity.

These fuels and chemicals are then used to produce the

building blocks that make everyday products such as

detergents, plastics, and fragrances.

Sasol is headquartered in Johannesburg, South Africa. Its

United States headquarters is in Houston, Texas.

Sasol’s Louisiana industrial facility, known as the Lake

Charles Chemical Complex (LCCC), purchased in 2001 from

RWE DEA (and formerly known as Condea‐Vista), began

initial operations in 1961 with the world's largest synthetic

Alcohol Unit. Through the 1960s and 1970s, the facility

expanded to include a Normal Paraffin Unit, Ethoxylation

Unit, Ethylene Unit and Alumina Unit. In 1981, a Linear

Alkylbenzene Unit was added to the facility and in 2004 the

R&D facility was relocated from Austin, Texas to the LCCC.

Sasol’s goal is to minimize risk, eliminate incidents,

responsibly manage environmental impacts, and enable

excellence in operations and business performance while

providing a workplace that protects our employees, service

providers, and neighbors.

Sasol makes important economic contributions to the

communities in which it operates. Each year Sasol donates

more than $300,000 to local nonprofit organizations and is a

major contributor to the economy of Southwest Louisiana

through annual taxes and the purchase of goods and

services totaling more than $160 million.

3.0 THE PROJECTS

Sasol is proposing construction and development of

approximately 3,034 acres of property just west of

Westlake, Louisiana in central Calcasieu Parish. The projects

are composed of two facilities: A chemical facility known as

the Lake Charles Cracker Project (LCCP) and a Gas‐To‐Liquids

facility (GTL). The two projects have separate economic

drivers, and each can stand alone without the need for the

other.

GAS-TO-LIQUIDS PROJECT (GTL)

First in the US

Proven Technology that coverts natural gas into GTL

diesel and other products

Will convert natural gas into more than 96,000 barrels

per day of GTL diesel

Estimated Cost $11-$14 billion

Schedule

2016 Begin Construction 2019 Phase 1 Startup 2020 Phase 2 Startup

LAKE CHARLES CRACKER PROJECT (LCCP)

Ethane “cracking” is the process of breaking down

molecules of ethane contained in natural gas to

create ethylene

Will produce approximately 1.5 million tons of ethylene

per year

Estimated Cost $5-$7 billion

Schedule

2014 Begin Construction 2017 Startup


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The chemical facility will be a world‐scale ethane cracker. Ethane “cracking” is the process of breaking

down molecules of ethane contained in natural gas to create ethylene, one of the building blocks of the

petrochemical industry. The facility will produce approximately 1.5 million tons of ethylene per year.

The ethylene will be used in seven downstream derivative plants to produce a range of products such as

detergents, fragrances, paints, film, synthetic fibers, and food

packaging. Estimated cost of the facility is $5 to $7 billion.

Pending final investment decision, construction is set to begin in

2014, with beneficial operations commencing in 2017.

The GTL facility will be the first in the United States. The GTL

facility converts natural gas into diesel for transportation, as well

as other products. GTL diesel burns cleaner and has lower

greenhouse gas emissions than conventional diesel. It is also virtually free of sulfur and aromatic

compounds. The facility will product more than 96,000 barrels per day of liquid fuels and chemicals

including: GTL diesel, GTL naphtha, liquefied petroleum gas, paraffin, GTL base oils and medium hard

waxes. Estimated cost of the facility is $11 to $14 billion. Pending final investment decision,

construction would begin in 2016, with beneficial operations commencing in 2019. The project is the

largest single manufacturing investment in the history of Louisiana and one of the largest foreign direct

investment manufacturing projects in the history of the United States.

The project will be designed with proven, modern pollution control equipment and waste minimization

process. The project will also have processes in place that recycle wastewater to minimize

environmental impact and conserve water resources.

4.0 SITE LAYOUT

The existing Sasol Lake Charles Chemical Complex is located west of Westlake, Louisiana and is bound by

Houston River Road to the north and Old Spanish Trail to the South. The proposed site expansion will

occur to the west of the existing Sasol facility.

A general plot plan showing the boundaries of the existing operations, LCCP, GTL, shared facilities, and

construction support can be seen in Figure 1.

LCCP and GTL Projects

Largest single manufacturing investment

in the history of Louisiana.


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Figure 1: Project Plot Plan

Similar to Sasol’s existing facility, the LCCP and GTL projects will predominantly be buffered through the

use of berms, natural vegetation, and facility buildings. Sasol plans to minimize the visual impact of the

LCCP and GTL projects. A driver on Houston River Road would see something similar to what is shown

in Figures 2, 3, and 4. Figure 2 represents the visual along Houston River Road looking towards the GTL

facility. Similarly, Figure 3 and Figure 4 represent the views of the LCCP from Houston River Road. As

you can see, from both angles, the majority of the facilities will be obstructed by a berm which will be

manicured with trees and shrubbery. Along Old Spanish Trail, a driver would see tanks and pipe racks in

the foreground (Figure 5). The general location of the renderings in relation to the facility plot plan can

be seen in Figure 6.


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Figure 2: View #1 – Conceptual Rendering of the GTL facility from Houston River Road looking Southwest

Figure 3: View #2 – Conceptual Rendering of the LCCP facility from Houston River Road looking Southwest


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Figure 4: View #3 – Conceptual Rendering of the LCCP facility from Houston River Road looking Southwest

Figure 5: View #4 – Conceptual Rendering of the LCCP facility from Old Spanish Trail looking Northwest


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Figure 6: General location of the renderings views

5.0 ZONING REQUEST

Sasol is requesting that Calcasieu Parish:

1. REZONE SASOL OWNED PROPERTY: Rezone 1,470 acres of Sasol‐owned property from

agricultural, single family residential, mixed residential, manufactured home park, general

commercial, and light industrial to I‐2 Heavy Industrial (Figure 7).

2. COMPLETE A FEASIBILITY STUDY FOR REZONING NON‐SASOL OWNED PROPERTY: Complete a

feasibility study to rezone approximately 177 acres of non‐Sasol owned properties within the

overall boundary to I‐2 Heavy Industrial. Figure 8 shows both the areas that Sasol is requesting

to be rezoned (purple color), as well as the areas they are requesting a feasibility study be

completed (green color). If granted, this would result in a uniform I‐2 Heavy Industrial zone in

this area. A map showing the final proposed zoning can be found in Figure 9 (I‐2 Heavy

Industrial is shown in purple). Detailed maps and legal descriptions of the proposed rezoning

are included as part of the developer’s agreement that is part of this rezoning application.


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3. REVOKEMENT AND REDEDICATION OF PUBLIC ROADS: Revoke the following public roads as

currently located in their entirety, except for the portions of such roads that may be needed to

allow owners to access their properties: 1st Avenue, 2nd Avenue, 3rd Avenue, 4th Avenue, 5th

Avenue, 6th Avenue, 7th Avenue, 8th Avenue, Bolsius Road, Center Street, Cynthia Street, Electric

Drive (existing location and originally platted location), Evergreen Road, Goldrich Drive,

Independence Road, Laurel Avenue, Lincoln Avenue, Madison Street, Merlin Street, Michigan

Avenue, Orphanage Road, Powell lane, Rigmaiden Avenue, Trousdale Road, Verret Road, and

WB Noris Subdivision Road. In addition revoke all roads within the Sasol property boundary that

were previously dedicated or recorded but were not constructed. It is being requested that the

45 acres of revoked roads also be rezoned as I‐2 Heavy Industrial. A map showing the requested

roads to be revoked can be found in Figure 10.

4. COMPLETE A STUDY FOR THE INCLUSION OF REZONED PROPERTY INTO LOCKPORT INDUSTRIAL

DISTRICT: Complete a study to include the 1,692 acres of rezoned I‐2 Heavy Industrial property

into the existing Lockport Industrial District. A map showing the existing and proposed limits of

the Lockport Industrial District can be seen in Figure 11.

See the EXHIBITS section of this report for larger (11”x17”) maps of Figure 1 to Figure 11.

Figure 7: Existing Zoning Map


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Figure 8: Proposed Zoning Map

Figure 9: Final Zoning Map


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Figure 10: Proposal for Streets to be Remain, Rededicate, and Revoke

Figure 11: Proposed Lockport Industrial District Expansion


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6.0 ECONOMIC IMPACT ASSESSMENT On behalf of Sasol, NERA Economic Consulting performed the economic impact assessments for

establishment of the two proposed stand alone industrial facilities. With cooperation from Sasol, NERA

used detailed facility information and customized a state‐of‐the‐art economic model developed by

Regional Economic Models, Inc. (REMI) to study the potential economic impacts of the two proposed

projects for both the state of Louisiana and the United States. Based on the model results and NERA’s

calculations, the LCCP construction is expected to account for 20‐40% of total private investment in the

state of Louisiana while the GTL Project will account for as much as

44%.

The NERA team also identified expected trends concerning gains

within the Louisiana and United States economies. On the front end,

project construction expenditures will result in direct economic

growth through the employment of construction crews in Louisiana

and procurement of construction materials from the United States.

Indirect gains can result from the projects’ various needs for goods

and services. Income from both direct and indirect sources will induce further gains within the state and

national economies. For example, higher employment rates and wages will result in increased spending

on other goods and services. Therefore, the construction of the projects presents a multiplier effect.

The proposed projects will directly employee more than 5,000 construction workers during peak

construction in 2016, increasing overall employment in Louisiana by 30,000 during 2016 due to

multiplier effects. Although Sasol plans to hire locally as much as possible, the influx of construction

workers will increase the housing demand in Calcasieu Parish. These projects will have a large impact

housing availability, rentals, hotels, campgrounds and RV parks, furthering the multiplier effect. When

operational the facilities will employee approximately 1,200 workers at an estimated median salary of

$89,000 a year, compared with the Calcasieu Parish median salary of

$35,772.

Additionally, economists have determined that the construction of

such sophisticated operating facilities as those proposed by Sasol

would create an agglomeration effect. This essentially means small

communities or towns will be generated by the additional businesses,

restaurants, and housing that will develop near the proposed project

sites to accommodate its workers. Once construction is complete and

the facilities are operational, local, state and national economies will

continue to experience direct gains through the employment of facility workers. Indirect gains will come

from the consumption of domestic goods and services, ranging from local purchases to using natural gas

from the United States. Increased spending from direct and indirect gains will continue to promote

economic growth on the local, state and national level. In addition, the agglomeration effect will persist

throughout the facilities’ operations to accommodate the facility workers.

The LCCP construction is

expected to account for 20-40% of the

total private investment in the

state of Louisiana.

Calcasieu Parish median salary

$35,772

Sasol Production Employee

median salary $89,000


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The sophistication of these projects brings a need for higher education. SOWELA Technical Community

College will provide training for these and similar projects. As a result, the College has received $20

million in state funding to begin construction of new facilities

and training programs. Construction on the new facilities will

begin in 2014, furthering the multiplier effect.

NERA used the REMI model along with detailed expenditure and

operational information from Sasol, to estimate gains in the

Louisiana economy throughout the two proposed projects’

construction and operations. The table below identifies the

average annual economic gains for the LCCP and GTL projects.

Gains from the LCCP are calculated over the period of 2013‐2041, and the GTL Project gains are

predicted for the period of 2013‐2044.

Category LCCPIncrease/year

GTLProjectIncrease/year

LouisianaGrossStateProduct(GSP) $900million $3.3billionLouisianaPersonalIncome $300million $1.7billionLouisianaEmployment 3,900jobs 21,000jobsLouisianaGovernmentRevenue $50million $235million

According to the economic models, Sasol will pay an average of $150 million in property taxes to

Calcasieu Parish in “year 11” between the two facilities. Beyond the local and state level, income

generated by the two projects will contribute to the national economy through the purchase of

domestic goods and services by Sasol, its employees, and the members of the agglomeration. NERA

used the REMI model to also estimate monetary gains for the United States economy from the

construction and operations of the two proposed projects. The table below identifies average annual

gains estimated for both projects. As with Louisiana’s economic forecast, gains for the LCCP are

averaged over the period of 2013‐2041, and the GTL Project gains are averaged for the period of 2013‐

2044. Economic growth for the United States economy includes the predicted values shown above in

Louisiana’s gains.

Category LCCPIncrease/year

GTLProjectIncrease/year

USGrossDomesticProduct(GDP) $5.1billion $7.8billionUSPersonalIncome $2.1billion $3billionUSEmployment 38,000jobs 55,000jobsUSGovernmentRevenue $260million $439millionUSNetExports ‐‐ $1.7billion

Overall, the NERA study results indicate that substantial growth is expected within Calcasieu Parish, the

state of Louisiana, and U.S. economies as a result of the proposed construction and operations of Sasol’s

two projects.

SOWELA Technical Community College

received $20 million in funds from State of

Louisiana specifically for training programs as a result of these projects.


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7.0 SAFETY, HEALTH, AND ENVIRONMENTAL Sasol is committed, at the highest level, to safe and

reliable operations. Sasol’s Safety, Health, & Environment

(SHE) policies articulate their corporate commitment to

safety and reliability.

Resource Report 11, which is part of the Environmental

Assessment completed by URS Corporation on behalf of

Sasol, describes the design, construction, operation, and

maintenance measures to maximize the projects’ reliability

and to minimize potential hazards to the public from

potential failure of project components and/or chemical

releases as a result of accidents or natural catastrophes.

Sasol follows a wide range of state and federal regulations

and guidance documents that apply to the design and

operations of new facilities. Some of these include:

Process Safety Management (29 CFR 1910.119)

Risk Management Program (40 CFR Part 68)

The National Oil and Hazardous Substances

Pollution Contingency Plan and the Area

Contingency Plans for the local Area

US Coast Guard Marine (USCG) Safety Manual

Occupational Safety and Health Administration

(OSHA) requirements for worker health and safety

(29 CFR 1910.120)

USCG National Preparedness for Response

Exercise Program

OSHA Employee Emergency Plans and Fire

Prevention

Spill Prevention and Control

Startup, Shutdown, and Malfunction Plans (40 CFR

Part 63)

Department of Homeland Security CFATS Program

Louisiana Department of Natural Resources

Pipeline Safety Program

SASOL’S COMMITMENT TO SAFETY, HEALTH, AND THE

ENVIRONMENT (SHE)

We, the people of Sasol, striving

for excellence in all we do,

recognize the impact that our

activities can have on people

and the environment. Safety,

health and protection of the

environment will form an

integral part of our planning and

decision making. We will

manage our company, wherever

we do business, in an ethical

way that strikes an appropriate

and well‐reasoned balance

between economic, social and

environmental needs. We expect

our employees and service

providers globally, to take

personal responsibility to

embrace this ambition in all of

our day‐to‐day activities.

Our goal is to eliminate

incidents, minimize risk,

responsibly manage

environmental impacts and

enable excellence in operations

and business performance while

providing a workplace that

takes into account the safety

and wellbeing of our people and

service providers.


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Sasol is a member of the

Lake Area Industry

Alliance and the Southwest

Louisiana Mutual Aid

Sasol has planned the design, construction, and operation of its proposed LCCP and GTL projects to

avoid potential and real adverse environmental effects as much as possible. Strategized planning, well

designed engineering technologies, and best operating practices will be used to avoid both potential and

real adverse environmental effects.

The likelihood for potential hazards will be reduced during the design phase by using buffer strips or

other methods of physical separation around the project sites and siting and safety design to prevent

failures due to natural risks. Other engineered designs, when applicable will use the International Code

Council for further protection of human life and environment. The proposed projects would be built to

meet or exceed the most stringent national and international safety standards, which include full

containment storage tanks, multiple gas detectors, infrared fire detectors, closed‐circuit cameras,

stringent security measures and advanced safety training. Equipment‐design specifications are

rigorously reviewed to protect operational integrity.

All construction will be conducted pursuant to guidelines of a quality assurance program as

implemented by the project management team. The operation will benefit from intensive personnel

selection and training, strict procedures, knowledgeable supervision, and diligent overview by

management.

Sasol is a proud and active member of the Lake Area Industry Alliance (LAIA),

which is comprised of 23 local industries. Sasol’s participation in the LAIA

enhances the safety of its facility in several ways. It enables Sasol to learn best

practices from other industries, it provides incentive for Sasol to achieve high

levels of safety as these safety records will be communicated by LAIA

throughout the area, and it enables Sasol to develop communications with

community officials that are beneficial in the event of an emergency.

Incident Investigation and Reporting Personal Protective Equipment LCCC Railroad Car Derailment Respiratory Protection Procedure Hazardous Waste Operations And Emergency

Response Hurricane Preparedness Fire Protection LCCC Emergency Notification/Call-Out

Procedure LCCC Security Procedure

LCCC Emergency Response Team Procedure

LCCC Community Awareness andEmergency Response (CAER) Procedure

LCCC Southwest Louisiana Mutual Aid Procedure

LCCC Emergency Head Count Procedure Incident Command System Emergency Telephone Numbers Site Topography

Sasol has many Sasol-Specific operation standards that will govern the design and operations of the new facilities with rules, regulations and guidelines for:


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SASOL’S SAFETY, HEALTH, AND THE ENVIRONMENT PRINCIPLES

Conducting their business with respect and care for people and the environment Responsible utilization of natural resources Implementing responsible care for all Sasol’s chemical and associated

businesses. Non-chemical business will implement appropriate, recognized codes of practice.

Continually improving our safety, health and environmental performance. Complying, as a minimum, with all applicable legal and other agreed

requirements. Promoting dialogue with stakeholders about safety, health, and environmental

performance.

SASOL ACHIEVES THESE BY:

Implementing internationally recognized safety, health, environmental and quality management systems.

Developing and implementing inherently safer and cleaner technologies. A ‘cradle to grave’ approach to the products we develop, manufacture, use,

distribute, and sell. Informing and appropriately training all employees and contractors on safety,

health, and environmental matters. Responding effectively to safety, health, and environmental emergencies

involving our operations and products. Engaging with relevant authorities and institutions on the formulation of

legislation, standards, and the implementation thereof. Benchmarking internationally on best safety, health, and environmental practices. Sharing safety, health, and environmental reduction best practices throughout

Sasol. Providing appropriate resources required to implement the above.

In addition Sasol is a long‐standing member of the Southwest Louisiana Mutual Aid (SLMA). The

objective of this organization is the joining together of fire‐fighting, law enforcement, rescue, and first

aid manpower and facilities among Southwest Louisiana industries and municipalities for mutual

assistance in case of emergency situations ‐ either natural or man‐made.


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8.0 ENVIRONMENTAL PERMITTING Sasol’s goal is to responsibly manage potential environmental impacts while promoting operational

excellence and business performance. Sasol is committed to complying with all environmental

regulations, specifically to implement the necessary mitigation measures in cooperation with all

regulatory agencies. Sasol is seeking various permits from state and federal agencies to allow the new

construction of the LCCP and GTL projects. Some of these permits include various air quality permits,

wastewater permits, pre‐construction and post‐construction stormwater permits, and US Army Corps of

Engineers (USACE) wetland permits. A complete list including the agency and status are listed within

this report.

LCCP and GTL Permits Agency Status

Clean Air Act (CAA) Prevention of Significant Deterioration (PSD) Permit

Louisiana Department of Environmental Quality (LDEQ)

Permit application submitted to LDEQ: April 30, 2013 Public hearing: March 25, 2014 Anticipated authorization date: May 2014

CAA Title V Permits LDEQ Permit applications submitted to LDEQ: April 30, 2013 Public hearing: March 25, 2014 Anticipated authorization date: May 2014

Clean Water Act (CWA) Section 404 and Rivers and Harbors Act (RHA) Section 10 Permit

U.S. Army Corps of Engineers (USACE)

LCCP/GTL Application submitted: July 24, 2013 Anticipated authorization date: June 2014

Construction Dock Application submitted: May 20, 2013 Anticipated authorization date: June 2014

CWA Section 401 Water Quality Certification

LDEQ Application Submitted: July 24, 2013 Anticipated Authorization date: June 2014

CWA Louisiana Pollutant Discharge Elimination System (LPDES) Permit (Industrial Wastewater Discharge Permit)

LDEQ Permit renewal and modification application submitted to LDEQ: April 30, 2013 Anticipated authorization date: May 2014

LPDES Storm Water General Permit for Construction Activities ‐ Five Acres or More (LAR100000)

LDEQ Notice of Intent submitted: January 7, 2014 Permits received: January 22, 2014

Louisiana Multi‐Sector General Permit (MSGP, LAR05M448) for Storm Water

LDEQ Obtained: the existing facilities holds a Multi‐Sector General Permit that will need to be modified at the appropriate time to cover the LCCP and GTL projects

Louisiana General Permit for Hydrotest Water (LAG679012)

LDEQ Obtained: the existing facilities hold a Hydrotest permit and can be utilized by the LCCP and GTL projects

Solid Waste Permit LDEQ Obtained: the existing facility has a solid waste generator ID and no new solid waste permitted units are anticipated for the LCCP and GTL Projects.

Hazardous Waste Permit/RCRA Compliance

LDEQ

GTL ‐ Application submitted: February 10, 2014. GTL ‐ Anticipated authorization data: January 2015


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ENVIRONMENTAL PERMITS FOR THE LAKE CHARLES CHEMICAL COMPLEX EXISTING FACILITIES

Existing LCCC Permits Agency Description and Status

Clean Air Act Prevention of Significant Deterioration Permit

LDEQ Alumina Unit No. PSD‐LA‐644 (approval of modification to LCCC Alumina Unit, in effect from 9/19/00 to 3/19/02)

LAB Unit No. PSD‐LA‐291 (M‐3) (approval of modification to LCCC Linear Alkyl Benzene Unit on 11/29/10)

Clean Air Act Title V Permits LDEQ Alumina Unit Title V No. 2565‐V6 (approval of operating permit renewal and modification for the LCCC Alumina Unit, in effect from 10/8/12 until 10/8/17)

Ethylene‐Activated Sludge‐Steam Unit Title V No. 2743‐V5 (approval of permit modification for the LCCC Ethylene/Activated Sludge /Steam Unit, in effect from 7/12/12 until 8/8/13)

LAB Unit Title V No. 2894‐V4 (approval of permit modification for the LCCC Linear Alkyl Benzene Unit, in effect from 7/13/12 until 11/29/15)

NPU Unit Title V No. 2896‐V5

Alcohol Unit Title V No. 2865‐V4 (approval of permit modification for the LCCC Alcohol Unit, in effect from 9/27/11 until 6/14/16)

ETO Unit Title V No. 2325‐V4 (approval of permit modification for the LCCC Ethoxylation Unit, in effect from 11/1/12 until 12/9/13)

CoMonomer Unit Title V No. 3088‐V1 (approval of permit modification for the LCCC CoMonomer‐1 Unit, in effect from 2/22/13 until 4/25/16)

CWA Section 404 and Rivers and Harbors Act Section 10 Permit

USACE

MVN‐2011‐02625‐WNN (for work related to construction of the Comonomer 1 unit (a/k/a Tetramerization unit including parking lot, warehouse, receiving area, construction access and haul roads, material storage area)

MVN‐2012‐1425‐WB (for construction of a railcar storage facility off of E. Burton St.)

MVN‐2004‐294‐WKK (for construction of a locker room for alcohol unit and a first aid bldg.)

MVN‐2001‐1302‐WJJ (to install box culverts)

CWA Louisiana Pollutant Discharge Elimination System (LPDES) Permit (Industrial Wastewater Discharge Permit)

LDEQ LPDES Permit No. LA0003336 in effect from 12/1/09 until 11/30/14; renewal application was filed on 4/30/13)

Louisiana LPDES Storm Water Multi‐Sector General Permit (MSGP, LAR05M448)

LDEQ LPDES Storm Water Multi‐Sector General Permit No. LAR05M448 (reissuance notice on 5/27/11 for LPDES storm water general permit for the LCCC)

Active Construction Storm Water Permit LAR10H509 (for discharges to Bayou Verdine resulting from construction activities associated with construction of the Comonomer 1 unit – construction nearly complete at this time)

CWA Section 401 Water Quality Certification

LDEQ WQC 120613‐01 issued 8/8/12 for Corps Permit MVN‐2012‐1425‐WB to clear land and place fill material for the construction of a railcar storage facility

WQC 111208 issued 1/6/12 for Corps Permit MVN‐2011‐02625‐WNN to clear land and place fill material for industrial facility expansion

WQC 110602‐02 issued 6/21/11 for Corps Permit MVN‐2001‐1302‐WJJ to install box culverts for industrial facility expansion

WQC 090625‐02 issued 7/21/09 for Corps Permit MVN‐2004‐2924‐WKK to clear land and place fill material for construction of an alcohol locker room and first aid office building


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Existing LCCC Permits Agency Description and Status

LPDES General Permit for Discharges of Hydrostatic Test and Vessel Testing Wastewater

LDEQ Reissuance of LPDES General Permit (LAG670000) for Sasol North America, Inc. on February 1, 2013 under Permit No. LAG679012, covering discharge of hydrostatic test and vessel testing wastewater by Sasol North America, Inc. for statewide pipeline operations located in multiple parishes in Louisiana.

Solid Waste Permit LDEQ Standard Type I Permit No. P‐0251R1 (covers Sand Filter Settling Basins (North and South); Holding Pond; and Stormwater Diversion Ponds (North and South)), in effect 1/23/10 until 6/23/20.

Hazardous Waste Permit/RCRA Compliance

LDEQ Hazardous and Solid Waste Amendment (HSWA) Post‐Closure Permit, Part B, LAR000041087‐PC‐RN‐1. Pursuant to this permit, Sasol North America will perform post‐closure care of the Closed Activated Sludge Unit and the required corrective actions. Permit is in effect from 8/15/12 to 8/14/22.

Radioactive Material License

LDEQ License No. LA‐4902‐L01 (Amendment No. 24) was issued following renewal on July 1, 2013 and expires on July 31, 2018

9.0 TRAFFIC IMPACT ANALYSIS A development the size of Sasol’s LCCP and GTL facilities will inevitably impact traffic within the Parish. Sasol contracted Alliance Transportation Group to complete a Traffic Impact Analysis (TIA) to evaluate the traffic impacts of the site on the adjacent roadway network and to determine the road traffic improvements necessary to mitigate these impacts. Analysis was performed under the following scenarios:

Existing Conditions (2013)

Construction Ramp‐Up Phase 1 (January 2015)

Construction Ramp‐Up Phase 2 (May 2015)

Peak Construction Phase (February 2016)

Plant Operations and Maintenance Phase (2020) The study was completed using a timeline of worker activity which anticipates that the project site will generate approximately:

1,700 worker trips during construction Ramp‐up Phase 1

3,400 worker trips during construction Ramp‐up Phase 2

5,100 worker trips during Peak Construction Phase

1,700 worker trips post construction during the Plant Operations and Maintenance Phase The Traffic Impact Analysis (TIA) evaluated the impact of the traffic associated with the project on the surrounding roadway network. A total of 26 intersection operations were evaluated: 15 within the immediate study area and 11 related to off‐site parking facilities. To mitigate the effect of site generated traffic in the immediate proximity of the construction site, Sasol

has proposed to implement three off‐site parking facilities and shuttle service for its employees. The off‐

site parking locations analyzed include:

Sasol has completed a Traffic Impact Analysis (TIA) to evaluate the traffic impacts of the

LCCP and GTL projects on the local traffic and to determine the road traffic improvements necessary to mitigate

these impacts.


22 | P a g e

Cities Service Highway (LA 108) and Napoleon Street (US 900

Beglis Parkway (LA 27) and Louis Alleman Parkway

Beglis Parkway (LA 27) and Mosswood Road.

Additionally, Sasol identified that there will be multiple shifts during construction to minimize

disruptions to the surrounding roadway network. There will be two day shifts; one beginning at 6:00 AM

and one beginning at 6:30 AM. Approximately 45 percent of the workforce will be assigned to each of

these shifts. The remaining 10 percent of the workforce will be assigned to the night shift, which is

proposed to begin at 6:00 PM. The intersection improvement locations and corresponding phase for all

mitigation measures are illustrated in Figure 12.

Figure 12: Improvement Locations by Construction Phase

At the time of this application Sasol has received comments from CPPJ and LA DOTD on the TIA. Sasol

will address these, as well as any additional comments. Sasol also agrees it will continue to work with

both the Parish and LA DOTD to mitigate traffic impacts. At a minimum the road traffic improvements

included in this report will be completed upon completion of the financial investment decision to move

forward with the projects. Some of these intersections will be analyzed for potential roundabout

locations, based on comments from CPPJ and LA DOTD.


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Ramp‐Up Phase 1 (January 2015)

During the Ramp‐up Phase 1, all

construction employee traffic will

be on‐site with access to the site

from Evergreen Road, west of the

KCS rail line. It is expected that

1,700 workers will be on site for this

phase of construction. After analysis

of the existing infrastructure in the

area surrounding the project site,

construction of the following

roadway improvements prior to the beginning of Ramp‐up Phase 1 include:

I‐10 Service Road and I‐10 Eastbound Westlake Ramps: Modify signal timing

Sampson Street (LA 378) at Sulphur Avenue (LA 379): Modify signal timing

Sampson Street (LA 378) at John Stine Road: Modify signal timing

Old Spanish Trail at Trousdale Road: Construct eastbound right‐turn lane

Old Spanish Trail at Prater Road: Install traffic signal; Construct westbound left‐turn bay and

eastbound right‐turn bay

Old Spanish Trail at Evergreen Road: Install traffic signal; Construct eastbound left‐turn bay;

Construct channelized westbound right‐turn bay with additional northbound acceleration lane on

Evergreen Road exiting the intersection; Construct southbound right‐turn bay

Houston River Road (LA 379) at Beglis Parkway (LA 27): Modify signal timing

Preliminary construction cost estimates for the improvements associated with this construction phase

total $1,288,000.

Ramp‐Up Phase 2 (May 2015)

In Ramp‐up Phase 2, some laborer parking will be on‐site with additional parking provided at two off‐

site locations. The off‐site parking will be implemented near the intersections of Napoleon Road (US 90)

at Coach Williams Drive (LA 108) and Beglis Parkway (LA 27) at Louis Alleman Parkway. On‐site parking

will continue to access the site from Evergreen Road, west of the KCS rail line. It is expected that 3,400

workers will be on site for this phase of construction.

The following intersection improvements and traffic control modifications will be implemented to

accommodate all the site generated traffic.

Beglis Parkway (LA 27) at Louis Alleman Parkway: Install traffic signal; Construct westbound lane to

be shared by through and right turning vehicles

Beglis Parkway (LA 27) at Burton Street: Construct westbound right‐turn bay

Sasol Mitigation Strategies:

Off-site Parking Facilities and Shuttle Service for Employees

Multiple Employee Shifts Installation of Traffic Signals Modification of Signal Timing Parameters Construction of Turn Lanes Roadway Widening


24 | P a g e

Napoleon Street (US 90) at Coach Williams Drive (LA 108): Modify signal timing to allow for

permissive/protected eastbound left turn

Coach Williams Drive (LA 108) at Maplewood Drive: Modify signal timing


total $427,000.

Peak Construction Phase (February 2016)

During the Peak Construction Phase, parking will be the same

as Ramp‐up Phase 2 with an additional off‐site parking facility

located near the intersection of Mosswood Road and Beglis

Parkway (LA 27). On‐site parking will continue to be accessed

via Evergreen Road. It is expected that 5,100 workers will be

on site for peak construction.

In order to accommodate the site generated traffic from the

Peak Construction Phase, the construction of the following

roadway improvements prior to the beginning of this phase

include:

Napoleon Street (US 90) at Prater Road: Modify signal

timing

Napoleon Street (US 90) at Trousdale Road: Modify signal

timing

Beglis Parkway (LA 27) at Houston River Road (LA 379):

Construct eastbound right‐turn bay and northbound

right‐turn bay

Beglis Parkway (LA 27) at Louis Alleman Parkway: Modify

striping on the westbound approach to allow for a dual

left‐turn during the PM peak hour

Beglis Parkway (LA 27) at I‐10 WB Ramps: Install traffic

signal; Modify pavement markings to create a westbound

right‐turn bay

Arizona Street (LA 27) at Patton Street: Construct westbound right‐turn bay

Arizona Street (LA 27) from south of Patton Street to Mosswood Road: Widen roadway to four lanes

(two in each direction)


total $3,298,000.

Road Traffic Improvements Cost

Ramp-Up Phase 1 January 2015 $1.3 Million

Ramp-Up Phase 2

May 2015 $0.4 Million

Peak Construction Phase

February 2016 $3.3 Million

Plant Operations and Maintenance Phase

2020 $0.2 Million

TOTAL

$5.2 Million


25 | P a g e

Plant Operations & Maintenance Phase (2020)

During the Operations and Maintenance Phase, all traffic will be located on‐site with access primarily from Evergreen Road, west of the KCS rail line. It is expected that 1,700 workers will be on site for the post construction phase of normal plant operations and maintenance. In order to accommodate for all construction employee trips being directed to on‐site parking, the

analysis determined the following mitigation measure:

Sampson Street (LA 378) at John Stine Road: Construct eastbound and westbound left‐turn bays

and modify signal phasing for protected/permissive left turns

Preliminary construction cost estimates for the improvements associated with this phase total $228,000.

Total construction cost estimates for the improvements associated with all phases of construction total

$5,241,000.

10.0 DRAINAGE IMPACT ANALYSIS As part of the local permitting process with Calcasieu Parish, Sasol submitted a Drainage Impact Analysis

(DIA) to CPPJ per the requirements of Parish Ordinance 5429. The main goal of the DIA was to

demonstrate that the LCCP and GTL projects were designed to have no adverse impact on surrounding

drainage.

No adverse impact means that total flood risk, contamination, erosion, and peak runoff rates will not

increase on surrounding areas as a result of the project. The report demonstrated that the interim

phases of construction and final site will be built in a manner to ensure no adverse impact on

surrounding property. Sasol’s DIA (signed and dated January 20th, 2014) was prepared by URS

Corporation and provides an in‐depth evaluation of the future effects of the LCCP and GTL projects on

surrounding drainage. This DIA was approved by the CPPJ on February 20, 2014.

A potential impact during the development of Greenfield property is an increase in stormwater runoff.

The DIA established baseline land use drainage conditions and runoff characteristics and compared

them to the proposed runoff conditions from the development. The DIA proposes methods to mitigate

these impacts. Detention ponds are a standard practice to reduce runoff and flood potential from new

developments.


26 | P a g e

Bayou Verdine and Contamination Control

Bayou Verdine is the controlling variable in the drainage on this site and design measures were taken to

ensure that the project would not increase the flood levels on this system. Offsite areas to the north

flow through the site via Bayou Verdine and these areas were

included in the DIA. The Bayou Verdine system eventually flows

into the Calcasieu River. The design basis for this project was

the 100‐year and 10‐year return period rainfall events.

Drainage areas for the proposed site include only those areas

that will contribute to the pond/Bayou Verdine system. Areas

that contain potentially contaminated runoff will be collected

internally and will not contribute to the stormwater system.

These areas were not included in the drainage areas.

Rainfall Runoff Determination

The Soil Conservation Service Curve (SCS) Number Method was used to calculate the existing and post‐

development runoff potential from the site. This method assigns a number to a parcel of land based on

the type of soil, conditions of the soil, and land cover. A higher curve number (e.g., paved surface)

produces more stormwater runoff per acre.

The SCS Unit Hydrograph method was used to transform runoff potential into actual flow rates passing

for the site and surrounding areas. The main variable in the SCS method is time of concentration. Time

of concentration measures how fast water accumulates from a given area. Sloped areas (e.g. rooftops

and parking lots) and hardened surfaces speed up the water and shorten the time of concentration

compared to grassed or forested areas. Detailed calculations were performed to establish the SCS

variables for each sub‐basin within the project and surrounding

study area. Sasol proposes nine (9) detention ponds as part of

the construction to mitigate the increased runoff volume from

the development.

The DIA used FEMA‐approved numerical models to calculate

current conditions and to evaluate the effectiveness of the

proposed mitigation measures. HEC‐HMS calculates the peak

runoff values and HEC‐RAS computes the flood risk (flood

depths) on surrounding property. Taken together the models

have the capability of accurately evaluating the entire drainage system and are the most frequently used

design combination for pre‐post drainage analysis.

Sasol proposes 9

detention ponds as part of the construction to mitigate the increased runoff volume from the

development.

Areas that contain

potentially contaminated runoff will be collected internally and will not

contribute to the stormwater system.


27 | P a g e

Flood Risk Determination

The hydraulic (HEC‐RAS) model of the site analyzed the existing flood depths of the onsite channel

network and was used to ensure the post‐development conditions would not adversely impact the

floodplain. A geometric model of the channel network stream centerlines and channel cross‐sections

was created using LiDAR data for the area and site‐specific topographic survey data. Components of the

hydraulic model are channel slope, vegetation density and bank conditions, and bridge and culvert

crossings. These were investigated closely and are crucial in the models water surface elevation results.

A major component of the proposed development is re‐routing of Bayou Verdine which currently flows

through the proposed development area. The rerouted channel will be lined with concrete through the

bends and bridge crossings to minimize scour potential in these vulnerable sections. Figure 13 shows a

comparison of the existing Bayou Verdine alignment with the proposed channel alignment.

Figure 13: Existing versus Proposed Channel Alignment of Bayou Verdine

Mitigation Measures and FEMA Flood Zone Implications

The results suggest that the re‐routed channel coupled with a 9 pond detention system will provide

adequate mitigation to ensure no adverse impact on surrounding flood levels. The channel re‐route will

keep the 100‐year floodplain within its banks and will not increase the limits of the flood zone on

surrounding property. Bayou Verdine


28 | P a g e

Note that the current effective FEMA Flood Insurance Study for this area was completed in 1988 – long

before the creation of LiDAR products and expansion of surrounding industrial areas. Any future

revisions to the FEMA flood insurance maps on Bayou Verdine (if any) will be the result of external

factors not attributable to the LCCP and GTL facilities. Such external factors typically include improved

modeling technology, use of high‐resolution LiDAR and topographic survey data, changes in survey

methods, and increased development of surrounding industrial areas. It was not the purpose or scope

of this local study to revise the regional FEMA flood insurance maps for Bayou Verdine.

However, for the channel re‐route a Conditional Letter of Map Revision (CLOMR) permit request will be

prepared and submitted to FEMA as part of the permit process. This is required by FEMA when

proposed projects could alter the hydrologic or hydraulic

characteristics of a flooding source and result in modifications

to the floodway, Base Flood Elevations (BFE), or Special Flood

Hazard Area (SFHA). Once construction is complete, a Letter of

Map Revision (LOMR) study will be performed to verify that

the development took place as proposed. Once the LOMR is

approved by FEMA, the effective Flood Insurance Rate Map

(FIRM) is updated on location to reflect the completed project.

The DIA shows that the proposed development will cause no

adverse impacts to the local floodplain and flooding depths.

A phasing analysis was conducted as part of the DIA to ensure that during construction no adverse

floodplain impacts would occur. This is due to the possibility that the GTL Project may not be

constructed coincident with the LCCP. The DIA proves that construction phasing of the development

will not cause adverse impacts to surrounding areas.

11.0 CONCLUSION This report details Sasol’s commitment to the Parish, through the completion of its economic, drainage,

and traffic impact analysis. Sasol will continue to work to ensure that all safety, environmental, and

health aspects are met throughout the planning, construction, and implementation of the projects

described herein.

This rezoning application details Sasol’s request that Calcasieu Parish rezone 1,470.85 acres of Sasol

owned property to I‐2 Heavy Industrial. In addition Sasol is requesting that the Calcasieu Parish –

Division of Planning and Development complete a feasibility study to rezone approximately 176.52 acres

of isolated properties within the overall boundary to I‐2 Heavy Industrial. Sasol is also requesting that

the Parish complete a study to incorporate the newly rezoned, I‐2 Heavy Industrial properties into the

existing Lockport Industrial District.

The accompanying Developer’s Agreement, maps, and legal descriptions also detail Sasol’s further

commitment to the entities within the area.

The Drainage Impact Analysis (DIA) shows that the proposed LCCP and

GTL facilities will have no adverse impacts to the

local drainage, floodplain and flooding

depths.


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REFERENCES

Alliance Transportation Group. Sasol Lake Charles Ethane Cracker/Gas‐to‐Liquids Project (LCCP/GTL) –

Traffic Impact Analysis. January 2014.

NERA Economic Consulting. Economic Impact Assessment of the Sasol Gas‐to‐Liquids (GTL) Facility on

the Louisiana and US Economies. November 12, 2013

NERA Economic Consulting. Economic Impact Assessment of the Sasol Chemical Facility on the Louisiana

and US Economies. November 12, 2013.

URS Corporation. Revised Drainage Impact Analysis – Sasol North America, Inc. Westlake Sasol GTL and

Lake Charles Cracker Westlake, Calcasieu Parish Louisiana. January 2014.


30 | P a g e

EXHIBITS

EXHIBIT 1: Project Plot Plan

EXHIBIT 2: View #1 – Conceptual Rendering of the GTL facility from Houston River Road looking

Southwest

EXHIBIT 3: View #2 – Conceptual Rendering of the LCCP facility from Houston River Road looking

Southwest

EXHIBIT 4: View #3 – Conceptual Rendering of the LCCP facility from Houston River Road looking

Southwest

EXHIBIT 5: View #4 – Conceptual Rendering of the LCCP facility from Old Spanish Trail looking

Northwest

EXHIBIT 6: General location of the renderings views

EXHIBIT 7: Existing Zoning Map

EXHIBIT 8: Proposed Zoning Map

EXHIBIT 9: Final Zoning Map

EXHIBIT 10: Proposal for Streets to Remain, Rededicate, and Revoke

EXHIBIT 11: Proposed Lockport Industrial District Expansion

HoustonRiver Rd

Old Spanish Tr

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Project Plot Plan

LEGEND

LCCP

Construction Support

LCCP-GTL

GTL

Existing Operations

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Harvey Miller Rd

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Moss Av

7th Av

Lyons Av

6th Av

Reeves Av

Ind

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Pry

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3rd Av

2nd Av

1st St1st St

Center St

2nd Av

Old Spanish Tr

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6th Av

Perkins Av

Moss Av

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Houston River Rd

Venable Dr

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Verret Rd

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28-7

00

28-3

09

28-598

28-4

72

28-1

48

28-9

6

28-5

89

21-12

28-5

33

20-78

28-5

78

28-4

27

20-1

73

28-6

79

28-444

20-88

28-3

18

29-3

5

28-7

06

28-1

56

28-2

24

28-4

81

28-548

28-5

83

28-3

16

28-352

28-1

84

28-4

38

28-3

69

21-51

28-5

62

28-688

28-487

28-6

09

28-2

90

28-1

02

21-6

6

28-6

93

21-3

8

28-6

12

28-4

18

28-6

55

28-4

39

28-1

00

20-175

28-5

41

28-6

22

28-5

66

28-2

67

21-1

29-37

28-3

5

28-1

13

28-5

60

20-1

0

29-36

28-6

59

20-113

28-6

50

28-2

86

21-21

28-9

9

28-3

58

29-6

7

28-3

71

28-6

54

28-3

08

28-6

72

28-544

28-3

30

28-6

14

20-22

28-1

96

29-26

28-1

74

28-3

06

20-80

28-6

35

20-4

6

21-61

20-4

7-A

20-1

05-

B28-461

20-59

20-112

28-9

2

28-297

28-2

77

28-2

91

28-3

44

20-5

5

28-1

08

21-64

20-106

28-8

0

28-2

75

21-52

28-1

4

28-485

21-6

7

28-2

03

21-7

4

28-5

6

28-3

74

20-1

44

21-78

21-7

6

20-6

9

28-2

5

21-57

29-58

28-300

20-48-B

20-1

41

20-60

28-2

59

20-104

20-49

28-407

28-453

28-455

21-23

28-3

40

20-7

0

20-125

20-75

28-3

66

28-1

51

28-3

60

28-7

07

28-6

65

20-109

28-1

53

29-12

28-5

8

21-8

7

20-1

42

28-351

28-6

64

28-3

33

20-9

3

28-8

7-A

20-102

28-6

68

28-476

28-1

17

29-50

28-1

29

21-96

28-6

44

28-4

20

28-2

60

28-5

00

28-478

28-5

4

28-3

73

28-1

06

20-42

28-1

49

28-433-A

28-594

28-7

15

28-208

28-3

24

28-488

28-450

29-60

28-213

28-209

20-171

28-2

8

28-6

17

28-2

55

28-7

9

28-3

93

28-2

70

20-5

28-1

05

21-8

8

28-2

04

28-1

5

28-4

15

28-2

69

28-6

38

28-2

72

28-3

75

28-475

28-2

46

28-6

86

29-22

28-2

43

28-4

25

28-6

9

28-1

81

28-5

23

28-6

4

28-248

28-1

70

28-5

52

29-15

28-6

67

28-6

34

28-5

37

28-6

05

28-2

74

28-1

66

20-1

30

28-299

28-2

02

28-5

61

28-6

49

28-431-A

28-1

21

20-126

20-163

28-1

20

28-404

20-7

1

28-3

63

28-3

8

28-350

28-2

4

28-6

45

28-3

35

28-6

80

28-7

1

29-8

29-52

28-400

28-2

40

28-6

83

28-486

20-1

31

29-27

21-9

28-4

3

28-6

10

28-8

5

28-6

52

28-5

87

28-484

28-3

12

28-8

3

28-1

09

28-5

2

20-117

28-77

28-4

36

28-3

68

28-5

70

20-19

28-6

91

20-124

28-600

28-459

28-4

26

28-503

28-4

7

28-303

21-31

28-4

16

28-1

46

28-5

93

28-3

80

28-1

26

29-59

28-3

90

28-2

0

21-3

3

20-4

4

28-496

28-2

57

28-2

36

28-1

98

28-6

27

20-119

28-6

62

21-7

20-8

28-3

47

28-1

85

20-89

20-152

28-596

21-16

28-4

64

28-5

65

28-3

29

28-1

0

28-1

65

28-1

77

20-182

28-2

58

28-2

66

20-53

28-3

26

28-3

36

28-3

87

28-5

79

28-2

88

28-3

07

28-2

61

28-2

1

29-4

3

28-5

3

29-51

28-447

20-1

40

28-2

79

28-401

28-5

04

28-228

28-6

8

28-2

21

20-164

20-38

28-1

83

28-2

39

28-1

6

28-448

28-6

16

28-3

2

21-24

28-7

09

20-146

29-32

28-4

91

20-120

28-2

35

28-3

61

28-5

28

21-8

2

21-4

0

28-3

42

21-50

28-4

8

20-91

28-7

4

28-3

99

20-1

66

28-7

14

28-6

25

28-5

38

28-547

28-2

28-353

28-7

28-6

04

21-59

28-302

28-4

09

28-6

84

20-23

28-3

43

28-1

57

28-5

59

20-159

28-7

02

28-1

2

28-6

61

20-1

5

28-210

21-4

28-4

68

28-5

36

28-3

20

28-6

51

28-1

71

28-2

45

28-141

28-8

22-9

28-6

21-58

20-151

28-5

30

28-6

18

28-4

29

28-445

28-6

5

29-5

4

28-1

1

28-3

13

20-6

8

28-1

72

28-5

80

28-3

83

29-47

28-3

25

28-402

28-5

34

28-3

97

20-1

28

28-5

39

28-3

34

28-2

68

28-3

82

28-2

7

20-1

00

28-1

80

28-1

73

28-7

08

28-2

63

28-6

82

28-2

44

20-176

28-6

81

20-4

20-39

28-5

69

28-4

37

28-595

29-24

28-1

78

21-5

3

28-406

28-460

20-81

20-1

70

28-4

2

28-5

25

28-4

9

28-348

28-1

87

21-8

6

28-7

13

28-6

39

28-6

99-

A

28-6

1

28-2

73

28-1

50

28-3

91

21-77

28-5

88

28-7

17

20-4

5

28-249

28-1

75

28-1

22

28-1

19

20-3

4

28-3

79

28-7

01

21-3

6

28-7

04

28-2

33

20-1

39

21-8

4

21-1

0

28-436-A

28-5

1

28-3

81

28-6

19

28-3

57

20-1

79

28-6

47

28-2

93

28-1

03

28-6

85

20-40

28-502

28-2

83

21-17

28-1

61

28-349

28-1

59

28-5

24

28-483

28-5

56

28-5

27

28-8

6

28-1

3

28-2

32

28-4

11

28-5

85

28-507

28-546

28-3

41

21-6

2

28-3

56

21-6

28-2

29

21-47

28-1

58

28-1

27

28-4

6

28-405

20-137

28-5

28-477

28-2

89

28-4

62

29-20

28-440

28-5

5

28-2

22

20-50

28-5

43

28-2

01

28-5

-B

28-4

19

28-474

20-116

28-78

29-38

28-5

57

28-1

60

28-1

25

20-103

28-597

20-108

28-1

79

28-7

2

28-4

4

20-7

2

21-7

1

20-1

81

28-354

28-3

1

28-1

35

28-441

28-1

12

20-9

4

28-1

39

28-1

04

28-1

14

28-3

67

21-6

9

20-1

45-

B

28-4

63

28-6

58

28-1

34

28-140

21-7

9

28-6

60

28-1

15

28-1

89

28-6

24

20-6

7

28-1

76

20-2

1

28-1

54

20-178

20-9

5

20-3

3

28-6

2

28-5

26

28-3

28

20-168

21-89

28-206

20-62

28-434-A

29-6

8

21-4

A

20-1

36

20-66

28-3

05

20-1

61

28-5

-D

21-28

20-65

21-48

28-511

20-9

9

20-177

28-6

63

29-65

28-4

67

28-6

15

28-1

33

20-37

28-2

6

28-1

52

28-403

28-1

9

28-6

21

20-43

28-5

74

28-2

85

28-212

29-21

29-6

6

20-114

28-1

90

28-304

28-6

77

28-2

92

20-84

21-56

28-6

23

28-3

21-70

28-7

0

20-36

28-250

28-5

55

20-7

3

28-3

85

28-2

81

28-1

69

28-454

20-123

20-121

28-1

-A

28-3

64

28-6

3

28-4

1

28-6

71

20-52

28-1

37

28-6

26

28-6

95

20-54

28-6

02

20-1

1

20-5

7

28-457

21-3

20-162

28-5

35

28-227

28-6

46

28-1

30

28-1

91

20-41

28-506

28-3

84

28-2

38

28-1

07

28-2

62

28-4

22

28-5

42

28-479

20-20

20-174

20-1

6

28-4

08

21-4

7-B

-1

28-226

28-6

90

20-132

28-9

4

28-5

84

28-1

86

20-110

28-2

82

28-2

05

28-4

66

28-6

57

28-470

28-5

71

21-32

28-5

7

28-3

70

20-1

58

28-4

24

20-3

-B

28-2

20

20-107

28-2

76

28-2

96

28-3

10

28-3

45

20-3

2

28-6

43

28-5

77

28-4

13

28-8

8

28-9

0

28-5

82

28-7

05

28-4

23

28-9

1

28-6

36

28-6

40

28-9

8

20-1

43

20-7

9

28-550

21-91

21-27

20-51

21-60

29-48

28-9

728

-16

3

21-55

28-5

54

28-4

65

28-6

94

28-75

28-4

73

29-55

20-18

20-167

20-135

21-4

7-B

21-22

20-4

7

20-4

6-A

20-7

4-A

20-1

05-

A

21-47-B

21-4

7- C

20-2

6-B

20-2

5-A

28-4

69-

A

20-3

-A

20-48-A

28-1

28-6

99-

B

21-4

7-A

19-1

7

20-145-A

20-145-C

21-34

This map shows existing Calcasieu Parish zoning

CURRENT AS OF FEBRUARY 10, 2014

Legend

Overall Rezoning Boundary

Parcel Lines

(a1) Agricultural

(c1) Light Commercial

(c2) General Commercial

(c3) Central Business Commercial

(city) Zoned by Local Municipality

(i1) Light Industrial

(i2) Heavy Industrial

(i2r) Heavy Industrial Restricted

(r1) Single Family Residential

(r2) Mixed Residential

(rm) Multi-Family Residential

(rmhp) Manufactured Home ParkExisting Zoning

Old Spanish Tr

Ben

jam

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VC

MP

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d

Merlin St

Bo

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Ma

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Church St

Rig

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Ele

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7th Av

Ma

ryS

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4th Av

Fisher St

HoustonRiver Rd

Fe

rnd

al e

Dr

Bra

xton

Ln

Charles Av

Wat

ert

ow

erR

d

Harvey Miller Rd

Murrell Rd

Be

lAir

St

E Burton St

5th Av

Ora

St

Moss Av

6th AvIn

dep

en

de

nc

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Pry

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1st St

Center St

Venable Dr

Pra

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Av

Sm

ith

Rd

Goldrich Dr

Pa

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Mo

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Har

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Ver

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John Stine Rd

Ev

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Perkins Av

Jack MossR

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Ed

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Ju

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Powell Ln

Park St

Reeves Av

Wallace Rd

21-34

20-2

6-A

20-2

5-B

28-509

20-7

4-B

20-56

28-4

69

20-1

29-1

4

19-2

3

29-1

9

19-22

30-12

29-2

20-1

57

19-15

29-2

5

29-4

0

29-4

28-4

35

29-3

28-493

20-1

55

29-7

21-93

29-4

1

19-6

28-4

34

21-3

7

19-1

9

21-4

7-C

29-3

1

28-494

19-2

5

19-2

0

19-16

19-1

8

19-8

30-11

19-2

7

28-512

21-95

30-10

21-44

29-53

19-14

30-1

3

29-5

21-9

7

19-2

4

29-3

0

19-7

20-150

21-49

29-11

29-29

28-4

31

21-41

19-2

1

29-1

629-1

21-42

29-63

19-1

7

28-497

29-5

6

29-1

8

28-6

89

29-57

29-13

29-42

29-39

29-62

29-1

7

28-687

21-94

29-1

0

29-6

21-39

29-64

19-2

8

20-138

19-5

19-26

21-30

20-28

20-111

21-29

20-1

2

20-24

20-3

1

20-149

20-30

20-147

28-9

5

20-172

20-61

28-1

88

20-35

28-3

22

28-3

89

28-6

32

28-2

87

20-1

56

28-4

30

28-1

10

28-551

28-5

22

28-5

9

28-3

62

28-4

12

28-1

24

28-3

23

28-1

36

21-2

28-2

3

28-3

39

20-1

01

28-6

73

28-1

97

20-17

28-6

96

28-435-A

28-6

31

20-2

21-6

3

28-3

0

29-34

28-1

38

28-3

59

28-456

28-7

11

28-5

67

28-549

28-7

10

28-1

95

28-3

94

28-432-A

28-6

30

28-6

97

21-3

2A

20-127

28-6

66

28-2

65

21-92

28-8

2

28-1

8

21-1

4

21-1

1

28-6

53

28-3

98

28-3

72

28-3

92

20-9

8

28-5

58

29-23

28-6

06

28- 1

45

28-7

3

28-2

34

28-4

90

21-54

28-33

21-8

5

28-5

40

28-6

92

17-6

9

28-4

10

21-90

28-2

78

21-46

28-2

9

28-253

20-6

28-3

7

20-85

20-9

28-4

21-26

28-5

028

-60

20-129

16-1

20-9

2

28-6

07

28-6

69

28-1

93

20-160

28-2

64

28-2

80

28-5

31

21-3

5

28-4

99

20-2

9

28-2

31

28-5

68

28-458

28-4

33

28-1

67

28-2

94

28-6

29

28-3

37

20-27

28-1

47

28-298

29-9

28-446

28-6

03

28-3

17

28-492

20-7

28-1

64

28-3

32

28-501

28-76

28-2

95

28-1

99

28-3

9

28-8

4

21-5

28-3

19

28-6

70

28-6

33

28-3

6

21-4

5

28-3

95

28-1

62

28-1

82

28-6

11

28-3

31

20-9

7

28-4

17

20-7

6

28-5

-C

28-143

28-1

7

20-153

28-443

20-134

28-59928-451

21-8

0

29-61

21-7

5

2 8-5

29

20-87

28-3

14

20-180

28-6

56

28-9

28-5

86

28-3

78

28-4

89

28-3

86

28-2

37

28-5

91

28-3

15

28-5

81

20-90

28-2

30

28-5

64

28-6

42

28-442

28-8

7-B

28-5

05

28-7

03

28-1

31

28-6

6

20-148

21-8

1

20-1

3

28-1

28

28-2

41

21-13

20-5

8

29-44

28-1

44

28-211

28-1

18

28-3

38

28-251

28-3

65

28-3

11

28-545

21-25

28-5

-A

20-1

4

28-1

94

28-449

28-8

9

28-301

28-207

20-86

28-3

46

28-8

1

20-118

28-355

21-18

16-2

28-1

16

21-19

28-247

28-2

23

28-6

13

21-7

3

28-4

71

28-4

32

28-6

08

20-115

28-4

14

28-4

80

21-4

3

28-6

20

28-254

28-142

21-7

2

28-3

4

28-4

98

28-5

32

28-601

20-8

2

28-4

82

28-2

84

28-7

12

20-133

28-225

28-2

2

20-63

21-20

28-1

92

21-8

3

28-6

37

28-6

74

28-7

16

28-6

7

28-1

01

21-6

5

20-1

65

29-2

8

28-2

56

2 8-5

90

21-6

8

20-77

28-5

63

28-6

75

28-2

00

28-4

5

28-5

53

28-9

3

28-4

21

20-9

6

28-1

11

21-1

5

28-1

32

28-252

28-1

68

28-5

92

28-6

41

29-33

28-3

27

28-452

20-122

20-8

3

28-3

88

29-49

28-6

98

28-1

55

28-1

23

20-1

54

2 8-6

76

29-45

20-169

20-64

28-3

96

28-2

71

21-8

28-5

72

28-6

48

28-3

21

28-2

42

28-5

73

28-4

0

28-6

78

28-5

75

28-6

28

2 8-5

76

28-7

00

28-3

09

28-598

28-4

72

28-1

48

28-9

6

28-5

89

21-12

28-5

33

20-78

28-5

78

28-4

27

20-1

73

28-6

79

28-444

20-88

28-3

18

29-3

5

28-7

06

2 8-1

56

28-2

24

28-4

81

28-548

28-5

83

28-3

16

28-352

28-1

84

28-4

38

28-3

69

21-51

28-5

62

28-688

28-487

28-6

09

28-2

90

28-1

02

21-6

6

28-6

93

21-3

8

28-6

12

28-4

18

28-6

55

28-4

39

28-1

00

20-175

28-5

41

28-6

22

28-5

66

28-2

67

21-1

29-37

28-3

5

28-1

13

28-5

60

20-1

0

29-36

28-6

59

20-113

28-6

50

2 8-2

86

21-21

28-9

9

28-3

58

29-6

7

28-3

71

28-6

54

28-3

08

28-6

72

28-544

28-3

30

28-6

14

20-22

28-1

96

29-26

28-1

74

28-3

06

20-80

28-6

35

20-4

6

21-61

20-4

7-A

20-1

05

-B

28-461

20-59

20-112

28-9

2

28-297

28-2

77

28-2

91

28-3

44

20-5

5

28-1

08

21-64

20-106

28-8

0

28-2

75

21-52

28-1

4

28-485

21-6

7

28-2

03

21-7

4

28-5

6

28-3

74

20-1

44

21-78

21-7

6

20-6

9

28-2

5

21-57

29-58

28-300

20-48-B

20-1

41

20-60

28-2

59

20-104

20-49

28-407

28-453

28-455

21-23

28-3

40

20-7

0

20-125

20-75

28-3

66

28-1

51

28-3

60

28-7

07

28-6

65

20-109

28-1

53

29-12

28-5

8

21-8

7

20-1

42

28-351

28-6

64

28-3

33

20-9

3

28-8

7-A

20-102

28-6

68

28-476

28-1

17

29-50

28-1

29

21-96

28-6

44

28-4

20

28-2

60

28-5

00

28-478

28-5

4

28-3

73

28-1

06

20-42

28-1

49

28-433-A

28-594

28-7

15

28-208

28-3

24

28-488

28-450

29-60

28-213

28-209

20-171

28-2

8

28-6

17

28-2

55

28-7

9

28-3

93

28-2

70

20-5

28-1

05

21-8

8

28-2

04

28-1

5

28-4

15

28-2

69

28-6

38

28-2

72

28-3

75

28-475

28-2

46

28-6

86

29-22

28-2

43

28-4

25

28-6

9

28-1

81

28-5

23

28-6

4

28-248

28-1

70

28-5

52

29-15

28-6

67

28-6

34

28-5

37

28-6

05

28-2

74

28-1

66

20-1

30

28-299

28-2

02

28-5

61

28-6

49

28-431-A

28-1

21

20-126

20-163

28-1

20

28-404

20-7

1

28-3

63

28-3

8

28-350

28-2

4

28-6

45

28-3

35

28-6

80

28-7

1

29-8

29-52

28-400

28-2

40

28-6

83

28-486

20-1

31

29-27

21-9

28-4

3

28-6

10

28-8

5

28-6

52

28-5

87

28-484

28-3

12

28-8

3

28-1

09

28-5

2

20-117

28-77

28-4

36

28-3

68

28-5

70

20-19

28-6

91

20-124

28-600

28-459

28-4

26

28-503

28-4

7

28-303

21-31

28-4

16

28-1

46

28-5

93

28-3

80

28-1

26

29-59

28-3

90

28-2

0

21-3

3

20-4

4

28-496

28-2

57

28-2

36

28-1

98

28-6

27

20-119

28-6

62

21-7

20-8

28-3

47

28-1

85

20-89

20-152

28-596

21-16

28-4

64

28-5

65

28-3

29

28-1

0

2 8-1

65

28-1

77

20-182

28-2

58

28-2

66

20-53

28-3

26

28-3

36

28-3

87

28-5

79

28-2

88

28-3

07

28-2

61

28-2

1

29-4

3

28-5

3

29-51

28-447

20-1

40

28-2

79

28-401

28-5

04

28-228

28-6

8

28-2

21

20-164

20-38

28-1

83

2 8-2

39

28-1

6

28-448

28-6

16

28-3

2

21-24

28-7

09

20-146

29-32

28-4

91

20-120

28-2

35

28-3

61

28-5

28

21-8

2

21-4

0

28-3

42

21-50

28-4

8

20-91

28-7

4

28-3

99

20-1

66

28-7

14

28-6

25

2 8-5

38

28-547

28-2

28-353

28-7

28-6

04

21-59

28-302

28-4

09

28-6

84

20-23

28-3

43

28-1

57

28-5

59

20-159

28-7

02

28-1

2

28-6

61

20-1

5

28-210

21-4

28-4

68

28-5

36

28-3

20

28-6

51

28-1

71

28-2

45

28-141

28-8

22-9

28-6

21-58

20-151

28-5

30

28-6

18

28-4

29

28-445

28-6

5

29-5

4

28-1

1

28-3

13

20-6

8

28-1

72

2 8-5

80

28-3

83

29-4

7

28-3

25

28-402

28-5

34

28-3

97

20-1

28

28-5

39

28-3

34

28-2

68

28-3

82

28-2

7

20-1

00

28-1

80

28-1

73

28-7

08

28-2

63

28-6

82

28-2

44

20-176

28-6

81

20-4

20-39

28-5

69

28-4

37

28-595

29-24

28-1

78

21-5

3

28-406

28-460

20-81

20-1

70

28-4

2

28-5

25

28-4

9

28-348

28-1

87

21-8

6

28-7

13

28-6

39

28-6

99

-A

28-6

1

28-2

73

28-1

50

28-3

91

21-77

28-5

88

28-7

17

20-4

5

28-249

28-1

75

28-1

22

28-1

19

20-3

4

28-3

79

28-7

01

21-3

6

28-7

04

28-2

33

20-1

39

21-8

4

21-1

0

28-436-A

28-5

1

28-3

81

28-6

19

28-3

57

20-1

79

28-6

47

28-2

93

28-1

03

28-6

85

20-40

28-502

28-2

83

21-17

28-1

61

28-349

28-1

59

28-5

24

28-483

28-5

56

28-5

27

28-8

6

28-1

3

28-2

32

28-4

11

28-5

85

28-507

28-546

28-3

41

21-6

2

28-3

56

21-6

28-2

29

21-47

28-1

58

28-1

27

28-4

6

28-405

20-137

28-5

28-477

28-2

89

28-4

62

29-20

28-440

28-5

5

28-2

22

20-50

28-5

43

28-2

01

28-5

-B

28-4

19

28-474

20-116

28-78

29-38

28-5

57

28-1

60

28-1

25

20-103

28-597

20-108

28-1

79

28-7

2

28-4

4

20-7

2

21-7

1

20-1

81

28-354

28-3

1

28-1

35

28-441

28-1

12

20-9

4

28-1

39

28-1

04

28-1

14

28-3

67

21-6

9

20-1

45

-B

28-4

63

28-6

58

28-1

34

28-140

21-7

9

28-6

60

28-1

15

28-1

89

28-6

24

20-6

7

28-1

76

20-2

1

28-1

54

20-178

20-9

5

20-3

3

28-6

2

28-5

26

28-3

28

20-168

21-89

28-206

20-62

28-434-A

29-6

8

21-4

A

20-1

36

20-66

28-3

05

20-1

61

28-5

-D

21-28

20-65

21-48

28-511

20-9

9

20-177

28-6

63

29-65

28-4

67

28-6

15

28-1

33

20-37

28-2

6

28-1

52

28-403

28-1

9

28-6

21

20-43

28-5

74

28-2

85

28-212

29-21

29-6

6

20-114

28-1

90

28-304

28-6

77

28-2

92

20-84

21-56

28-6

23

28-3

21-70

28-7

0

20-36

28-250

28-5

55

20-7

3

28-3

85

28-2

81

28-1

69

28-454

20-123

20-121

28-1

-A

28-3

64

28-6

3

28-4

1

28-6

71

20-52

28-1

37

28-6

26

28-6

95

20-54

28-6

02

20-1

1

20-5

7

28-457

21-3

20-162

28-5

35

28-227

28-6

46

28-1

30

28-1

91

20-41

28-506

28-3

84

28-2

38

28-1

07

28-2

62

28-4

22

28-5

42

28-479

20-20

20-174

20-1

6

28-4

08

21-4

7-B

-1

28-226

28-6

90

20-132

28-9

4

28-5

84

28-1

86

20-110

28-2

82

28-2

05

28-4

66

28-6

57

28-470

28-5

71

21-32

28-5

7

28-3

70

20-1

58

28-4

24

20-3

-B

28-2

20

20-107

28-2

76

28-2

96

28-3

10

28-3

45

20-3

2

28-6

43

28-5

77

28-4

13

2 8-8

8

28-9

0

28-5

82

28-7

05

28-4

23

28-9

1

28-6

36

2 8-6

40

28-9

8

20-1

43

20-7

9

28-550

21-91

21-27

20-51

21-60

29-4

8

28-9

728

-16

3

21-55

28-5

54

28-4

65

28-6

94

28-75

28-4

73

29-55

20-18

20-167

20-135

21-4

7-B

21-22

20-4

7

20-4

6-A

20-7

4-A

20-1

05

-A

21-47-B

21-4

7-C

20-2

6-B

20-2

5-A

28-4

69

-A

20-3

-A

20-48-A

28-1

28-6

99

-B

21-4

7-A

19-1

7

20-145-A

20-145-C

Legend


To Be Rezoned As Part Of This Application - (i2) Heavy Industrial

To Be Rezoned By Parish Through Feasibility Study - (i2) Heavy Industrial Proposed Zoning

This map shows proposed areas to be rezoned i2_Heavy Industrial

8thAv

E Burfton St

Bo

lsiu

sR

d

Church St

Mic

hig

an

Av

Ma

dis

on

St

Fe

rnd

ale

Dr

Fisher St

Be

nja

min

St B

rax

ton

LnM

ary

St

Wa

tert

ow

er

Rd

Charles Av

JackMoss Rd

Ed

wa

rds

St

Murrell Rd

Be

lAir

St

Park St

Harvey Miller Rd

Ora

St

Ed

na

Ha

rdy

Ln

VC

MP

lan

tR

d

Merlin St

Mitch

ell St

7th Av

Lyons Av

Pry

or

St

3rd Av

1st St

Center St

2nd Av

Ce

da

rS

t

Reeves Av

6th Av

Perkins Av

Co

ac

hW

illi

am

sD

r.

Moss Av

Venable Dr

Bre

ntw

oo

dD

r

4th Av

Rig

ma

ide

nA

v

Li n

co

lnA

v

Ind

ep

en

de

nc

eR

d

Smith Rd

Junius Rd

JC

lop

hu

sR

d

Orphanage Rd

Pa

ttie

Mo

ss

Rd

E Burton St

5th Av

Ha

rde

yR

d

Pra

ter

Rd

Wallace Rd

Goldrich Dr

Tro

us

da

leR

d

Verret Rd

Powell Ln

John Stine Rd

Old Spanish Tr

Houston River Rd

Eve

rgreen Rd

21-34

20-2

6-A

20-2

5-B

28-509

20-7

4-B

20-56

28-4

69

20-1

29-1

4

19-2

3

29-1

9

19-22

30-12

29-2

20-1

57

19-15

29-2

5

29-4

0

29-4

28-4

35

29-3

28-493

20-1

55

29-7

21-93

29-4

1

19-6

28-4

34

21-3

7

19-1

9

21-4

7-C

29-3

1

28-494

19-2

5

19-2

0

19-16

19-1

8

19-8

30-11

19-2

7

28-512

21-95

30-10

21-44

29-53

19-14

30-13

29-5

21-9

7

19-2

4

29-3

0

19-7

20-150

21-49

29-11

29-29

28-4

31

21-41

19-2

1

29-1

629-1

21-42

29-63

19-1

7

28-497

29-5

6

29-1

8

28-6

89

29-57

29-13

29-42

29-39

29-62

29-1

7

28-687

21-94

29-1

0

29-6

21-39

29-64

19-2

8

20-138

19-5

19-26

21-30

20-28

20-111

21-29

20-1

2

20-24

20-3

1

20-149

20-30

20-147

28-9

5

20-172

20-61

28-1

88

20-35

28-3

22

28-3

89

28-6

32

28-2

87

20-1

56

28-4

30

28-1

10

28-551

28-5

22

28-5

9

28-3

62

28-4

12

28-1

24

28-3

23

28-1

36

21-2

28-2

3

28-3

39

20-1

01

28-6

73

28-1

97

20-17

28-6

96

28-435-A

28-6

31

20-2

21-6

3

28-3

0

29-34

28-1

38

28-3

59

28-456

28-7

11

28-5

67

28-549

28-7

10

28-1

95

28-3

94

28-432-A

28-6

30

28-6

97

21-3

2A

20-127

28-6

66

28-2

65

21-92

28-8

2

28-1

8

21-1

4

21-1

1

28-6

53

28-3

98

28-3

72

28-3

92

20-9

8

28-5

58

29-23

28-6

06

28-1

45

28-7

3

28-2

34

28-4

90

21-54

28-33

21-8

5

28-5

40

28-6

92

17-6

9

28-4

10

21-90

28-2

78

21-46

28-2

9

28-253

20-6

28-3

7

20-85

20-9

28-4

21-26

28-5

028

-60

20-129

16-1

20-9

2

28-6

0728

-669

28-1

93

20-160

28-2

64

28-2

80

28-5

31

21-3

5

28-4

99

20-2

9

28-2

31

28-5

68

28-458

28-4

33

28-1

67

28-2

94

28-6

29

28-3

37

20-27

28-1

47

28-298

29-9

28-446

28-6

03

28-3

17

28-492

20-7

28-1

64

28-3

32

28-501

28-76

28-2

95

28-1

99

28-3

9

28-8

4

21-5

28-3

19

28-6

70

28-6

33

28-3

6

21-4

5

28-3

95

28-1

62

28-1

82

28-6

11

28-3

31

20-9

7

28-4

17

20-7

6

28-5

-C

28-143

28-1

7

20-153

28-443

20-134

28-59928-451

21-8

0

29-61

21-7

5

28-5

29

20-87

28-3

14

20-180

28-6

56

28-9

28-5

86

28-3

78

28-4

89

28-3

86

28-2

37

28-5

91

28-3

15

28-5

81

20-90

28-2

3028

-564

28-6

42

28-442

28-8

7-B

28-5

05

28-7

03

28-1

31

28-6

6

20-148

21-8

1

20-1

3

28-1

28

28-2

41

21-13

20-5

8

29-44

28-1

44

28-211

28-1

18

28-3

38

28-251

28-3

65

28-3

11

28-545

21-25

28-5

-A

20-1

4

28-1

94

28-449

28-8

9

28-301

28-207

20-86

28-3

46

28-8

1

20-118

28-355

21-18

16-2

28-1

16

21-19

28-247

28-2

23

28-6

13

21-7

3

28-4

71

28-4

32

28-6

08

20-115

28-4

14

28-4

80

21-4

3

28-6

20

28-254

28-142

21-7

2

28-3

4

28-4

98

28-5

32

28-601

20-8

2

28-4

82

28-2

84

28-7

12

20-133

28-225

28-2

2

20-63

21-20

28-1

92

21-8

3

28-6

3728

-674

28-7

16

28-6

7

28-1

01

21-6

5

20-1

65

29-2

8

28-2

56

28-5

90

21-6

8

20-77

28-5

63

28-6

75

28-2

00

28-4

5

28-5

53

28-9

3

28-4

21

20-9

6

28-1

11

21-1

5

28-1

32

28-252

28-1

68

28-5

92

28-6

41

29-33

28-3

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28-452

20-122

20-8

3

28-3

88

29-49

28-6

98

28-1

55

28-1

23

20-1

54

28-6

76

29-45

20-169

20-64

28-3

96

28-2

71

21-8

28-5

72

28-6

48

28-3

21

28-2

42

28-5

73

28-4

0

28-6

78

28-5

75

28-6

28

28-5

76

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00

28-3

09

28-598

28-4

72

28-1

48

28-9

6

28-5

89

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28-5

33

20-78

28-5

78

28-4

27

20-1

73

28-6

79

28-444

20-88

28-3

18

29-3

5

28-7

06

28-1

56

28-2

24

28-4

81

28-548

28-5

83

28-3

16

28-352

28-1

84

28-4

38

28-3

69

21-51

28-5

62

28-688

28-487

28-6

09

28-2

90

28-1

02

21-6

6

28-6

93

21-3

8

28-6

12

28-4

1828

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28-4

39

28-1

00

20-175

28-5

41

28-6

22

28-5

66

28-2

67

21-1

29-37

28-3

5

28-1

13

28-5

60

20-1

0

29-36

28-6

59

20-113

28-6

50

28-2

86

21-21

28-9

9

28-3

58

29-6

7

28-3

71

28-6

54

28-3

08

28-6

72

28-544

28-3

30

28-6

14

20-22

28-1

96

29-26

28-1

74

28-3

06

20-80

28-6

35

20-4

6

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20-4

7-A

20-1

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28-461

20-59

20-112

28-9

2

28-297

28-2

77

28-2

91

28-3

44

20-5

5

28-1

08

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20-106

28-8

0

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75

21-52

28-1

4

28-485

21-6

7

28-2

03

21-7

4

28-5

6

28-3

74

20-1

44

21-78

21-7

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20-6

9

28-2

5

21-57

29-58

28-300

20-48-B

20-1

41

20-60

28-2

59

20-104

20-49

28-407

28-453

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21-23

28-3

40

20-7

0

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28-3

66

28-1

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28-3

60

28-7

07

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20-109

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29-12

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8

21-8

7

20-1

42

28-351

28-6

64

28-3

33

20-9

3

28-8

7-A

20-102

28-6

68

28-476

28-1

17

29-50

28-1

29

21-96

28-6

44

28-4

20

28-2

60

28-5

00

28-478

28-5

4

28-3

73

28-1

06

20-42

28-1

49

28-433-A

28-594

28-7

15

28-208

28-3

24

28-488

28-450

29-60

28-213

28-209

20-171

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8

28-6

17

28-2

55

28-7

9

28-3

93

28-2

70

20-5

28-1

05

21-8

8

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0428

-15

28-4

15

28-2

69

28-6

38

28-2

7228

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28-475

28-2

4628

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29-22

28-2

43

28-4

25

28-6

9

28-1

81

28-5

23

28-6

4

28-248

28-1

70

28-5

52

29-15

28-6

67

28-6

34

28-5

37

28-6

05

28-2

74

28-1

66

20-1

30

28-299

28-2

02

28-5

61

28-6

49

28-431-A

28-1

21

20-126

20-163

28-1

20

28-404

20-7

1

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63

28-3

8

28-350

28-2

4

28-6

4528

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28-6

80

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1

29-8

29-52

28-400

28-2

4028

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28-486

20-1

3129-27

21-9

28-4

3

28-6

10

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5

28-6

52

28-5

87

28-484

28-3

12

28-8

3

28-1

09

28-5

2

20-117

28-77

28-4

36

28-3

68

28-5

70

20-19

28-6

91

20-124

28-600

28-459

28-4

26

28-503

28-4

7

28-303

21-31

28-4

16

28-1

46

28-5

93

28-3

80

28-1

26

29-59

28-3

90

28-2

0

21-3

3

20-4

4

28-496

28-2

57

28-2

36

28-1

98

28-6

27

20-119

28-6

62

21-7

20-8

28-3

47

28-1

85

20-89

20-152

28-596

21-16

28-4

64

28-5

65

28-3

29

28-1

0

28-1

65

28-1

77

20-182

28-2

58

28-2

66

20-53

28-3

26

28-3

36

28-3

87

28-5

79

28-2

88

28-3

07

28-2

61

28-2

1

29-4

3

28-5

3

29-51

28-447

20-1

40

28-2

79

28-401

28-5

04

28-228

28-6

8

28-2

21

20-164

20-38

28-1

83

28-2

39

28-1

6

28-448

28-6

16

28-3

2

21-24

28-7

09

20-146

29-32

28-4

91

20-120

28-2

35

28-3

61

28-5

28

21-8

2

21-4

0

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42

21-50

28-4

8

20-91

28-7

4

28-3

99

20-1

66

28-7

14

28-6

25

28-5

38

28-547

28-2

28-353

28-7

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04

21-59

28-302

28-4

09

28-6

84

20-23

28-3

43

28-1

57

28-5

59

20-159

28-7

02

28-1

2

28-6

61

20-1

5

28-210

21-4

28-4

68

28-5

36

28-3

20

28-6

51

28-1

71

28-2

45

28-141

28-8

22-9

28-6

21-58

20-151

28-5

30

28-6

1828-4

29

28-445

28-6

5

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4

28-1

1

28-3

13

20-6

8

28-1

72

28-5

80

28-3

83

29-4

7

28-3

25

28-402

28-5

34

28-3

97

20-1

28

28-5

39

28-3

34

28-2

68

28-3

82

28-2

7

20-1

00

28-1

80

28-1

73

28-7

08

28-2

63

28-6

8228

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20-176

28-6

81

20-4

20-39

28-5

69

28-4

37

28-595

29-24

28-1

78

21-5

3

28-406

28-460

20-81

20-1

70

28-4

2

28-5

25

28-4

9

28-348

28-1

87

21-8

6

28-7

13

28-6

39

28-6

99-A

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1

28-2

73

28-1

50

28-3

91

21-77

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88

28-7

17

20-4

5

28-249

28-1

75

28-1

22

28-1

19

20-3

4

28-3

79

28-7

01

21-3

6

28-7

04

28-2

33

20-1

39

21-8

4

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0

28-436-A

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28-3

81

28-6

19

28-3

57

20-1

79

28-6

47

28-2

93

28-1

03

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85

20-40

28-502

28-2

83

21-17

28-1

61

28-349

28-1

59

28-5

24

28-483

28-5

56

28-5

27

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6

28-1

3

28-2

32

28-4

11

28-5

85

28-507

28-546

28-3

41

21-6

2

28-3

56

21-6

28-2

29

21-47

28-1

58

28-1

27

28-4

6

28-405

20-137

28-5

28-477

28-2

89

28-4

62

29-20

28-440

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5

28-2

22

20-50

28-5

43

28-2

01

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28-4

19

28-474

20-116

28-78

29-38

28-5

57

28-1

60

28-1

25

20-103

28-597

20-108

28-1

79

28-7

2

28-4

4

20-7

2

21-7

1

20-1

81

28-354

28-3

1

28-1

35

28-441

28-1

12

20-9

4

28-1

39

28-1

04

28-1

14

28-3

67

21-6

9

20-1

45-B

28-4

63

28-6

58

28-1

34

28-140

21-7

9

28-6

60

28-1

15

28-1

89

28-6

24

20-6

7

28-1

76

20-2

1

28-1

54

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20-9

5

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3

28-6

2

28-5

26

28-3

28

20-168

21-89

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A

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21-28

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63

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28-4

67

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15

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33

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28-403

28-1

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20-114

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28-304

28-6

77

28-2

92

20-84

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28-6

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28-250

28-5

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20-7

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28-3

85

28-2

81

28-1

69

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20-123

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28-1

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28-3

64

28-6

3

28-4

1

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71

20-52

28-1

37

28-6

26

28-6

95

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02

20-1

1

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7

28-457

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20-162

28-5

35

28-227

28-6

46

28-1

30

28-1

91

20-41

28-506

28-3

84

28-2

38

28-1

07

28-2

62

28-4

22

28-5

42

28-479

20-20

20-174

20-1

6

28-4

08

21-4

7-B

-1

28-226

28-6

90

20-132

28-9

4

28-5

84

28-1

86

20-110

28-2

82

28-2

05

28-4

66

28-6

57

28-470

28-5

71

21-32

28-5

7

28-3

70

20-1

58

28-4

24

20-3

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28-2

20

20-107

28-2

76

28-2

96

28-3

10

28-3

45

20-3

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28-6

43

28-5

77

28-4

13

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8

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0

28-5

82

28-7

05

28-4

23

28-9

1

28-6

36

28-6

40

28-9

8

20-1

43

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9

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21-91

21-27

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29-4

8

28-9

728

-163

21-55

28-5

54

28-4

65

28-6

94

28-75

28-4

73

29-55

20-18

20-167

20-135

21-4

7-B

21-22

20-4

7

20-4

6-A

20-7

4-A

20-1

05-A

21-47-B

21-4

7-C

20-2

6-B

20-2

5-A

28-4

69-A

20-3

-A

20-48-A

28-1

28-6

99-B

21-4

7-A

19-1

7

20-145-A

20-145-C

This map shows the area after it has been rezoned

Legend


Parcel Lines

(a1) Agricultural

(c1) Light Commercial

(c2) General Commercial

(c3) Central Business Commercial

(city) Zoned by Local Municipality

(i1) Light Industrial

(i2) Heavy Industrial

(i2r) Heavy Industrial Restricted

(r1) Single Family Residential

(r2) Mixed Residential

(rm) Multi-Family Residential

(rmhp) Manufactured Home ParkFinal Zoning

Public Road(COB 1064_Pg

468)

1st

6th

Cynthia

Bol

siu

s

Pub

licR

oa

d(C

OB

106

4_

Pg

46

2)

5th

Murrell

Ora

Ma

dis

on

Ele

ctri

c(R

eco

rde

d)

Ele

ctri

c(C

urre

nt)

Ele

ctri

c

Merlin

7th

Lin

coln

Lau

rel

8th

Har

de

y

Ind

epe

nd

en

ce

2nd

Center

W.B

.N

ori

sS

ub

.R

d

Public Road (1131779,1132404)

Public Road (COB 323_Pg 252)

Ve

rre

t

3rd

Goldrich

VC

M

4th

Public Road (COB 241_Pg 321)

Mic

hig

an

Orp

hana

ge

Powell

Tro

usd

ale

Evergreen

Harvey Miller

Rig

ma

ide

n

0 0.35Miles

Proposal For Streets To Remain,Rededicate, & Revoke

005This map shows the streets to be revoked, rededicated, and streets

to remain.

Streets To Be Revoked1st - 261'

2nd - 1325'

3rd - 1768'

4th - 3143'

5th - 2900'

6th - 1555'

7th - 1500'

8th - 981'

Bolsius - 395'

Center - 1336'

Cynthia - 329'

Electric (Recorded) - 582'

Electric - 587'

Evergreen - 4409'

Goldrich - 2327'

Independence - 1303'

Laurel - 883'

Lincoln - 1433'

Madison - 558'

Merlin - 767'

Michigan - 2234'

Orphanage - 1153'

Powell - 2133'

Public Road (1131779,1132404) - 1547'

Public Road (COB 1064_Pg 462) - 402'




Rigmaiden - 1442'

Trousdale - 2311'

Verret - 1747'

W.B. Noris Sub. Rd - 1416'

Streets To Remain Murrell - 518'

1st - 1066'

3rd - 656'

4th - 213'

5th - 430'

6th - 307'

7th - 155'

Electric (Current) - 582'

Evergreen - 9080'

Hardey - 1215'

Harvey Miller - 1017'

Michigan - 289'

Ora - 612'

VCM - 2603'

Streets To Be Rededicated3rd - 656'

HoustonRiver

Old Spanish

Ev

erg

ree

n

Legend

Existing Nelson District

Proposed Lockport Expansion

Existing Lockport District

Proposed Lockport District Expansion

This map shows the existingLockport & Nelson Districts & proposed Lockport District

Expansion

lake charles cracker project (lccp) gas-to-liquids …

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