Baldwin County, Alabama Debris Management Plan Revised 2018

Document Produced by: Baldwin County Emergency Management Agency 23100 McAuliffe Drive Robertsdale, Alabama 36567 1 251-972-6807

EXECUTIVE SUMMARY

Section 1 BACKGROUND AND PURPOSE 1-1 Authorities Section 2 DEBRIS MANAGEMENT CYCLE 2-1

Section 3 ROLES AND RESPONSIBILITIES 3-1 Lead Agencies 3-1 Interdepartmental Coordination 3-4 External Agencies 3-6

Section 4 OVERVIEW OF RULES AND REGULATIONS 4-1 Federal Emergency Management Agency Guidelines 4-1 Disaster Specific Guidance 4-2 Other Relevant Documents 4-2

Section 5 ACTION PLAN 5-1 Normal Operations 5-1 Increased Readiness 5-10 Response (First 70 Hours) 5-11 Recovery 5-17

Table of Contents

Appendix A DISASTER MANAGEMENT CONTACT LIST

Appendix B ONLINE RESOURCES FOR FEDERAL RULES AND REGULATIONS

Appendix C DEBRIS REMOVAL CONTRACTORS

Appendix D DISASTER DEBRIS REMOVAL AND DISPOSAL Bid Documents

Appendix E SAMPLE PRESS RELEASES

Appendix F DEBRIS VOLUME ESTIMATE MODELS

Appendix G HAZARDOUS STUMP EXTRACTION AND REMOVAL ELIGIBILITY

Appendix H SAMPLE RIGHT OF ENTRY AGREEMENT

Appendix I HEALTH AND SAFETY STRATEGY

Appendix J ESTIMATING TECHNIQUES

Appendix K TDSRS MAPS AND PERMITS

Appendix L DEBRIS ZONE MAPS

Appendix M DEBRIS MANAGEMENT CHECKLISTS

Appendix N PRIMARY ROAD CLEARING ROUTES

Appendix O FEDERAL AID SYSTEM ROADS MAP

Appendix P COUNTY MAINTAINED ROADS LIST

Appendix Q FLOOD PRONE ROADS LIST

Appendix R ADEM AND ENVIRONMENTAL GUIDANCE

Appendix S FEMA POLICY / AEMA GUIDANCE

Appendix T FIELD DOCUMENTS

Appendix U HOUSE JOINT RESOLUTION –PRIVATE PROPERTY

DEBRIS REMOVAL

Appendix V PURCHASING POLICY

Table of Contents List of Tables

Table 1-1 Saffir-Simpson Scale P.14 Table 5-1 2018 Atlantic Hurricane Outlook P.28 Table 5-2A Hurricane Debris Cost Estimates: Category 3 Hurricane P.31 Table 5-2B Hurricane Debris Cost Estimates: Category 3 Hurricane P.32 Table 5-3 County Owned Landfills P.39 Table 5-4 County Owned Dirt Pits P.39

Table of Contents

List of Figures

Figure 3.1 Debris Management Organizational Structure P.25

ABBREVIATIONS

44 CFR Title 44 of the Code of Federal Regulations

ADEM Alabama Department of Environmental Management

AEMA Alabama Emergency Management Agency

ALDOT Alabama Department of Transportation

ADPH Alabama Department of Public Health

BCEMA Baldwin County Emergency Management Agency

BCHD Baldwin County Highway Department

BCPD Baldwin County Parks Department

BOE Baldwin County Board of Education

BCSW Baldwin County Solid Waste

C&D Construction and Demolition Debris

CIS Communication Information System

County Administrator The Office of the County Administrator

DSG Disaster Specific Guidance

EOC Emergency Operations Center

DCOT Debris Contractor Oversight Team

FCO Federal Coordinating Officer

FEMA Federal Emergency Management Agency

FEMA 325 Debris Management Guide – FEMA Publication 325

FHWA Federal Highway Administration

GAR Governor’s Authorized Representative

Abbreviations (Continued)

GIS Geographic Information Systems

GPS Global Positioning System

Handbook Applicant Handbook

HHW Household Hazardous Waste

ICP Integrated Communications Plan

MOU Memorandum of Understanding

NPDES National Pollutant Discharge Elimination System (permit)

NRCS National Resource Conservation Service

NOAA National Oceanic and Atmospheric Agency

OSHA Occupational Safety and Health Administration

PA Public Assistance

PIC Public Information Coordinator

PPE Personal Protective Equipment

PO Purchase Orders

PW Project Worksheets

QA/QC Quality Assurance/Quality Control

RFB Request for Bids

RFP Request for Proposals

ROE Right-of-Entry

ROW Right-of-Way

SCO State Coordinating Officer

Abbreviations (Continued)

Stafford Act Robert T. Stafford Disaster Relief and Emergency Assistance Act

Stations Residential Debris Drop-off Stations

TDSRS Temporary Debris Staging and Reduction Sites

USACE U.S. Army Corps of Engineers

EXECUTIVE SUMMARY Introduction

Baldwin County, both with its natural and engineered environments, presents opportunities for many potential natural and technological disasters or emergencies. The Baldwin County Emergency Management Agency is responsible for planning and emergency preparedness, response and recovery, and mitigation activities. The Baldwin County Emergency Management Agency (BCEMA) will coordinate with local municipal governments in response to disasters, emergencies, severe weather conditions, and other catastrophic events.

Baldwin County subscribes to the guidance developed by BCEMA and the State Emergency Operations Plan (EOP) developed by the State EMA. The EOP sets forth lines of authority and organizational relationships that are essential for the protection of the public. The EOP also establishes the concepts and policies under which all elements of the State Government will operate during disasters and emergencies by providing for the integration of those resources.

Baldwin County is home to roughly 200,000 residents and hosts millions of visitors each year. Tourism, agriculture, and industry are the financial backbone of the County. The beaches, shopping areas, and residential growth rate of the County are among the most prominent reasons debris management planning is imperative to recovering from disaster with fewer losses and an efficient return to a more resilient state of normalcy.

Purpose of the Plan

This Plan has been developed to provide the framework for County government and other entities to clear and remove debris generated during a public emergency within Baldwin County limits. This Plan unifies the efforts of public and private organizations for a comprehensive and effective approach to:

1. To provide organizational structure, guidance, and standardized guidelines for the clearance, removal, and disposal of debris caused by a major debris-generating event.

2. To provide a centralized repository of information critical to developing and operating a disaster debris management program (including location of Temporary Debris Staging and Reduction Sites (TDSRS), zone maps, road lists, etc.);

3. To outline the various County, Municipal, and other stakeholders involved in the debris management process and the key areas of responsibility for each;

4. To expedite debris removal and disposal efforts that provide visible signs of recovery designed to mitigate the threat to the health, safety and welfare of County residents.

5. To identify, define, and reference important rules, regulations, and guidelines enacted by Federal Emergency Management Agency (FEMA) and other agencies governing the disaster debris removal process;

6. To identify key steps (in the form of checklists and an operational plan) that the County will need to take prior to a threat of disaster and during disaster debris management effort; and

7. Coordinate partnering relationships through communications and pre-planning with local, State, and Federal agencies that have debris management responsibilities.

Plan Organization

The remainder of this Plan is detailed in five primary sections as outlined below.

Section 1: Background and Purpose – Section 1 provides general background information, key assumptions, and the methodology that was used to develop the Plan.

Section 2: Debris Management Cycle – The debris management cycle, described in Section 2, provides the basis for the Plan and provides a general understanding of the times throughout the year, when the County will need to either prepare or respond to a disaster.

Section 3: Roles and Responsibilities – This section outlines the County Departments and outside groups that may have a role in the debris removal process. Each description provides guidance on the areas of responsibility (in the realm of debris removal) that each department or outside agency is responsible for.

Section 4: Overview of Rules and Regulations – Section 4 summarizes various Federal reference documents and laws that govern the debris removal process. These documents also may orient the County with the proper procedures to maximize Federal reimbursement for debris removal activities.

Section 5: Action Plan – This section provides a detailed checklist of activities that would potentially need to be addressed by the County for preparation and recovery from a hurricane or other disaster. Each checkpoint includes a description of the activities and the recommended steps that the County will coordinate to accomplish each task.

Section 1 BACKGROUND AND PURPOSE

Authorities

This Plan is developed, promulgated, and maintained under the following State and Federal statutes and regulations:

Code of Alabama, Title 31, Chapter 9, Section 6 (31-9-6) known as “Alabama Emergency Management Act of 1955; Act 47”.

Code of Alabama, Title 29, Chapter 3, known as the “Interim Succession Act, Act 875” Alabama Constitution.

Governor’s Executive Order #15, February 15, 1994.

Public Law 93-288 as amended by Public Law 100-107, the Stafford Disaster Relief and Emergency Assistance Act and in this plan as “the Stafford Act”.

Public Law 81-920, Federal Civil Defense Act of 1950, as amended.

CFR, Title 44, Part 200 et seq.

State of Alabama Emergency Operations Plan, Dated October 1, 2000

Key Assumptions The debris management action plan was developed based on two key assumptions.

1. The recovery and response is to a NOAA classified major hurricane (Category 3 or greater—see Table 1-1 below) affecting Baldwin County. However, it should be noted that, if a less significant hurricane should affect the County, the debris management action plan would still be applicable.

Table 1-1 Saffir-Simpson Scale

Category Winds (MPH) Storm Surge Damage 1 74-95 4’ – 5’ Minimal – Signs trees branches, power lines 2 96-110 6’- 8’ Moderate- Larger signs, tree branches blown down 3 111-130 9’ - 12’ Extensive- Minor damage to buildings, trees uprooted or broken 4 131-155 13’ – 18’ Extreme – Nearly total destruction of doors, windows, heavy vegetative loss 5 >155 >18’ Catastrophic – Buildings, roofs, and most structures destroyed

2. Baldwin County will be operating under the current Public Assistance (PA) guidelines for reimbursement as described in the Stafford Act. The County should reevaluate its debris management action plan should significant changes to the PA program occur.

Section 2 DEBRIS MANAGEMENT CYCLE

This section provides the guidance required to deal with all phases of a disaster event. These phases include, Normal Operations, Increased Readiness, Response and Recovery. Each phase is unique and necessary to properly plan for and respond to a disaster. A summary of each phase has been provided below. Greater details on various key activities and milestones are described in subsequent chapters that define the specific operations that need to take place during each of these phases and the responsible entities that will implement the necessary measures.

Normal Operations Normal Operations is the time when Baldwin County is functioning under routine debris collection operations. The Normal Operations phase is the ideal time for the County to review pre-event contracts with a debris removal contractor(s), identify and secure pre- approval from the Baldwin County Commission for locations to serve as TDSRS, and review current local ordinances and their historical impact on debris removal operations. The Normal Operations period is also the ideal time for the Baldwin County Highway Department, the lead county department in debris recovery efforts to re-evaluate the roles and responsibilities of each county department and other involved outside agencies. The purpose of this evaluation is to ensure that all impacted departments, municipalities, and agencies maintain the capacity to fulfill their obligation in a timely and effective manner should a disaster strike the County. (Review and update of the Plan should be conducted annually, prior to the hurricane season.)

Normal Operations Checklist • Establish/Review Pre-positioned Contracts o Debris Hauler o Debris Monitors • Emergency Roadway Clearing • Review and Update Road List • Review and Update Contact List • Review and Update TDSRS Locations • Review and Update: o Relevant Ordinances o FEMA Guidance on Debris Removal Operation • Review and Update Memorandums of Understanding • Monitor and Evaluate Disposal Capacity at Landfills • Review and Update Debris Management Plan • Annual Media Press Releases

DEBRIS MANAGEMENT CYCLE – Section 2

Increased Readiness The Increased Readiness phase occurs when there is a high probability that a natural disaster will impact Baldwin County. This phase calls for the County to prepare for a disaster event under the assumption that the threat is imminent. The County activates the Increased Readiness Phase when a hurricane has moved into the Gulf of Mexico and Baldwin County has been placed in the NOAA three or five day forecast for potential landfall. Key County personnel and representatives of involved outside agencies will be put on alert and will monitor the progress of the storm event to gauge where and when it might strike the area and with what severity. All participating parties will be briefed of their specific duties.

The availability of pre-selected / pre-approved TDSRS locations will be evaluated and reviewed by the Baldwin County Highway Department, Baldwin County Solid Waste Department and approved by the Baldwin County Commission. County representatives will place prepositioned contractors on standby and request each provide a representative at the EOC no later than 24 hours prior to the estimated landfall time.

Increased Readiness Checklist • Download Most Recent Road List and Relevant Documents to a CD • Alert Key Personnel • Review Plan with Key Personnel • Pre-event Media Press Release • Alert Debris Contactors and Place on Standby

Response Debris removal operations generally occur in two phases: (1) initial debris clearance activities necessary to eliminate life and safety threats; and (2) debris removal activities as a means to recovery. Whether the work is performed using Baldwin County resources or by contractors, documentation is necessary for the Public Assistance grant program.

The Response phase may begin during the disaster event. Crews may be activated to clear debris on emergency access roads; usually this is vegetative debris that may be cut and tossed to the rights-of-ways. The purpose is to eliminate an immediate threat to lives, and public health and safety. The transition period from initial clearance activities to debris removal depends on the magnitude of the disaster impact. Typically, the debris removal recovery phase begins after the emergency access routes are cleared and police, firefighters, and other first responders have necessary access. The response period is the period during and immediately after the event occurs. Disaster debris removal may be performed by Baldwin County crews utilizing county owned equipment or may be performed by contract. The debris removal response will be determined in consultation with the Baldwin County Commission. In the event of a debris generating disaster the Baldwin

DEBRIS MANAGEMENT CYCLE – Section 2

County Highway Department will initiate emergency roadway debris clearing operations and be responsible for coordinating with the Baldwin County Commission and if determined necessary, the Debris Contractor. Road clearance priorities are pre- established to allow access to critical public facilities such as: fire stations, police stations, hospitals, and other critical facilities.

Response Phase Checklist

• Conduct Damage Assessment • Begin Emergency Roadway Debris Clearance • Activate Debris Removal Contractors – Establish Contractor Boundaries • Prepare TDSRS Locations Based on Concentration of Debris if deemed necessary • Conduct Meetings/Briefings with Key Personnel • Review Debris Volume and Collection Cost Assessment • Request Contact Information and a Meeting with the FEMA Public Assistance • Officer and State Public Assistance Officer • Issue Media Press Release

Recovery For the purpose of debris management, the Recovery Phase is marked by debris removal contractor(s) collecting and reducing storm generated debris from the public right-of-way (ROW). Concurrent to the commencement of ROW debris removal operations, the County evaluates the need for contract debris removal on private property, parks, and waterways, as well as beach remediation. Baldwin County will also confirm that The Municipalities of Baldwin and ALDOT are either under way or in the process of initiating programs that address debris removal on the roads for which they are responsible.

Up to 2 Weeks

• Monitoring Function (Secure Monitors) • Begin Truck Certification • Initiation of TDSRS Operations • Prioritize Roads/Areas • Issue Press Release on Segregation of Vegetative, C&D, and HHW • Begin ROW Cleanup – Vegetative • Begin ROW Cleanup – C&D • Begin ROW Cleanup – Household Hazardous Waste • Begin ROW Cleanup – White Goods • Begin Parks Cleanup • Coordinate with External Agencies • Initiate Discussions with FEMA Debris Team

DEBRIS MANAGEMENT CYCLE – Section 2

• Obtain FEMA Guidance for Gated Community and Private Property Debris • Removal and Review: House Resolution Act No. 2002-130; Regarding the access of private property, roads for purpose of providing emergency services and debris cleanup. • Issue Media Press Release

2 Weeks – 1 Month

• Maintain and Evaluate ROW Cleanup – Vegetative and C&D • Open Additional TDSRS Locations (as necessary) • Begin ROW Sand Recovery • Open Citizen Drop-off Stations • Conduct Daily Meetings with FEMA Debris Team • Begin Processing Contractor Invoices • Continue Media Press Release

1 Month – 3 Months

• Maintain and Evaluate ROW Cleanup – Vegetative and C&D • Begin ROW Leaners / Hangers Program • Begin ROE Sand Recovery Process • Begin ROE Vegetative and C&D Recovery Process • Initiate Haul-out of Reduced Material (as necessary) • Maintain Coordination with External Agencies • Begin Beach Scrape and Screen Process (Ft. Morgan – If necessary) • Progress to Bi-weekly Meetings with FEMA Debris Team • Continue Media Press Releases

3 Months – Project Completion

• Complete all Debris Recovery Activities • ROW Cleanup Activities – Vegetative, C&D, and Sand • Complete ROE Sand Recovery • Complete ROE Vegetative and C&D • Complete Parks and Leaners / Hangers Cleanup • Identification of Ineligible Debris on ROW • Begin and Complete Abandoned Vehicles/Vessel Recovery – if necessary • Begin and Complete Waterways Cleanup • Closeout and Remediate TDSRS Locations • Conduct Project Closeout Meetings with FEMA Debris Team and External • Agencies • Continue Media Press Releases

Section 3 ROLES AND RESPONSIBILITIES

Lead Agencies The County departments responsible for the debris removal and management process are the Baldwin County Highway Department, the Baldwin County Finance & Accounting department, the Solid Waste Department, the Parks Department and the Emergency Management Agency. Each agency’s unique role in managing the debris cleanup process has been summarized in Table 3-1 (Organizational Chart).

Baldwin County Highway Department The BCHD is the lead agency for the debris removal process. The BCHD’s responsibilities are to facilitate the debris removal, monitoring, reduction, and disposal activities.

These include but are not limited to:

• Coordinating with designated Baldwin County Departments prior to and after the event; • Acting as the Baldwin County representative in discussions and meetings with • municipal jurisdictions and entities (i.e. utility companies, Health Department etc.) • Communicating with various State and Federal agencies (i.e. FEMA, AEMA, ALDOT, USACE, Coast Guard and ADEM) • Scheduling all training activities and meetings regarding the issue of Debris Management and Debris Monitoring; • Activating and overseeing all private contractors including hauling and • monitoring firms through the duration of the cleanup process; and • Provide staff personnel to coordinate debris requests and actions • Provide personnel and equipment to oversee contracted debris removal and disposal activities in the event a Federal Disaster Declaration is ordered, including communication equipment, transportation, etc. • Provide personnel and equipment to remove and dispose of debris removal and disposal activities in the event a Federal Disaster Declaration is not ordered. • BCHD and the BCSW will provide staff members for debris management monitoring duties (Roving, Load Site, and Disposal Site Monitors) • Provide yearly training and refresher training for all personnel assigned to debris management monitoring responsibilities. • Providing the County Administrator, elected officials, Emergency Management Agency and the public with information regarding the progress of the debris removal effort. One individual from the BCHD should be designated as the primary point of contact. Typically, this has been the duty of the Department

ROLES AND RESPONSIBILITIES – Section 3

Director; however, the County may consider appointing one or more individuals to coordinate the debris removal operations. • Baldwin County Highway Department Area Maintenance Supervisors shall serve as Coordinators for their assigned maintenance area for emergency clearing only. In the event a disaster declaration is declared; all related issues will be handled by the County Engineer (Debris Manager) and or his assigned personnel.

• Area Maintenance Supervisors will: Provide a list of all equipment identified for possible debris clearing and disposal missions, coordinate all debris assignments in their area, ensure that required logistical support is available including cell phones, transportation etc.

Office of the Clerk/ Treasurer / Finance & Accounting Department The Office of the Clerk/ Treasurer (Finance & Accounting) will coordinate all debris removal contractor invoice payments, in conjunction with Solid Waste. All project worksheets will be processed through this department to ensure accurate accounting of expenditures and recording.

In conjunction with the Emergency Management Agency, Baldwin County Clerk /Treasurer will work to ensure that Baldwin County is not exposed to possible non- reimbursement for ineligible activities in the interpretation of FEMA rules and regulations.

Baldwin County Solid Waste Department The Baldwin County Solid Waste department will assist the Baldwin County Highway department in the coordination of debris removal. BCSW will perform the following: • Provide a debris representative for the department that will work with the BCHD, AEMA and FEMA on all debris related issues. • Maintain a listing of all available BCSW equipment identified for possible debris clearing and disposal missions • Coordinate all BCSW debris assignments approved by the BCHD • Ensure that required logistical support is available, including cell phone, transportation, etc. • Coordinate with outside agencies (ADEM, EPA, Health Department, ALDOT, USACE and municipal jurisdictions etc.) for proper disposal of all storm related debris. • Update plans and TDSRS locations in conjunction with the BCHD • Schedule training activities for Baldwin County staff throughout the year. • Coordinate and work with disposal site monitors. • Provide staff to assist in the reconciliation of debris load tickets. • Provide personnel at needed sites to expedite debris removal operations 20

ROLES AND RESPONSIBILITIES – Section 3

• Assist the BCHD in reviewing necessary contracts, ROE/Hold Harmless and any contracts for the use of private land for TDSRS. • Provide knowledge and expertise in landfill permitting, and disposal operations.

Baldwin County Parks Department The Baldwin County Parks Department (BCPD) responsibilities include, but are not limited to, the following with respect to any and all debris management activities: • Provide personnel to review and report on the conditions of AL parks, boat launches and public land facilities throughout Baldwin County. • Provide personnel and equipment to assist in the restoration of public land facilities. • Ensure that BCHD and EMA are kept; informed of cleanup progress and any problems encountered or expected. • Assist in debris management site investigations.

Emergency Management Agency Baldwin County Emergency Management Agency (BCEMA) regulates all emergency management preparedness, response and recovery activities. BCEMA will be responsible for opening and coordinating the Emergency Operations Center (EOC) and leading any emergency response activities. Representatives from BCEMA and BCHD will work in conjunction throughout the year so that all debris management plans are updated.

Interdepartmental Coordination With the BCHD acting as the lead agency in the cleanup effort, various Baldwin County Commission departments will have specific duties that will assist in the cleanup effort. An account of the primary roles and responsibilities for each Department has been summarized in the following section.

Each department will be responsible for appointing a primary point of contact to interface with the BCHD debris manager.

Baldwin County Highway - Engineering Division The County Engineer will serve as the Debris Manager. All debris operations will be coordinated through the Highway Department. Immediately following the disaster event the Highway / Engineering staff will be primarily involved in the damage assessment. The damage assessment will be used to develop preliminary FEMA Project Worksheets and debris estimates. This department will also be instrumental in coordinating the mapping and GIS related data, as well as, overseeing beach restoration activities. The Engineering Division of the Highway Department will share in the responsibility to coordinate the debris monitoring with the Department of Solid Waste.

ROLES AND RESPONSIBILITIES - Section 3

Highway Maintenance Department The Highway Maintenance Department’s primary responsibility is to conduct the emergency road clearing activities immediately following the disaster. The Highway Department will stage equipment in strategic locations throughout Baldwin County to allow for the push crews to begin work immediately after the disaster. Primary arteries leading to hospitals, shelters, and distribution centers will be identified and cleared as soon as possible.

Baldwin County Attorney The role of the Baldwin County Attorney is to ensure the legality of all debris removal activities. Specifically, the County Attorney should review all contracts, ROE/Hold Harmless/Subrogation of Insurance, and any contracts for the use of private land for TDSRS locations. The County Attorney should be involved in any updates to County condemnation/nuisance ordinances that may be used in the Right-of-Entry cleanup process.

Purchasing Department The primary responsibility of the Purchasing Department is to work with the BCHD during the contractor Request for Proposal (RFP) process. It is imperative that the BCHD and County Administration are involved in the finalization of the “Scope of Services” so that their input and expertise can be incorporated into the final RFP. To ensure that the RFP abides by all local and state requirements, the Purchasing Department should take the lead role in the development of all forms and standard language, the advertisement and notification to prospective contractors, pre-bid meetings, and contract negotiations. (See Purchasing Policy Appendix W)

Public Information and Communication The Public Information Coordinator (PIC) will be responsible for coordinating all press releases to the public regarding the debris removal process. These activities will include the development of press releases during the hurricane season to educate the public prior to an actual event.

The focus will be to provide the public with information on: • Proper debris set-out procedures; • Progress of the debris cleanup process; • Explanation of any FEMA disaster declarations; • Deadlines for debris set-out and removal; and • Locations of residential debris drop-off sites.

ROLES AND RESPONSIBILITIES - Section 3

Park Department The Parks Department (BCPD) should coordinate with the BCHD on debris removal activities in County Parks. The Parks Department will be responsible for coordinating any debris removal in county owned parks and beach accesses. County staff will need to coordinate with the BCHD and contractors to ensure that each park is surveyed prior to debris removal or tree trimming/removal activities commence.

Geographic Information System (CIS and BCHD Departments) The Geographic Information Systems Division of Communications Information Systems (CIS) and the Baldwin County Highway Department GIS Division drafts, updates and provides maps for the debris management activities. These maps include road lists with the most updated street centerline information, parcels maps for each property in the unincorporated areas of the County and zone maps for debris contractors.

External Agencies Other agencies, quasi-governmental entities, and incorporated municipalities should be involved in the debris management process. Representatives from these groups shall be invited to the county’s annual coordination meeting so that the County is aware of cleanup activities in other jurisdictions. In addition, in the event of a hurricane, weekly or bi-weekly meetings need to be held to update the agencies on the debris cleanup progress.

Municipal Jurisdictions Municipalities will be responsible for all debris removal activities within their incorporated limits unless through Memorandum of Understanding, the Baldwin County Commission has agreed to provide debris removal services.

Alabama Department of Transportation (ALDOT) The Alabama Department of Transportation is responsible for emergency road clearing activities immediately after a natural disaster and the “first pass” of debris removal on all State and Federal roads. ALDOT will remove and dispose of debris that falls on/within their ROW during the storm. ALDOT will not remove debris placed on right-of-way by citizens. Federal Aid System Routes (FAS) – Under a Presidential Declaration of Emergency road clearance and removal of debris (the first pass) that falls within the FAS Routes rights-of- ways shall be documented and quantified and submitted to FHWA for reimbursement. Subsequent pick-up of debris placed on FAS routes rights-of-way by citizens will be removed by the County and or its contractor and filed for FEMA reimbursement by the Baldwin County Commission.

Alabama Department of Environmental Management (ADEM) Alabama Department of Environmental Management (ADEM) representatives will be

ROLES AND RESPONSIBILITIES - Section 3

Consulted in the opening and closure of debris sites and provide on-going consultation to staff on environmental issues. Staff from ADEM should be in regular communication with the County staff as requested and be provided with all necessary documentation regarding the TDSRS location operations. During the site selection process, the County and or the debris contractor, depending on the site, will notify and work with ADEM in order to get pre-approval for the use of a selected site. In the event of a hurricane ADEM is responsible for notifying the County of potential environment hazards that are detected following the disaster event. ADEM should provide guidance on the disposal of hazardous materials and the determination of processing “green lumber”/Treated lumber.

US Fish and Wildlife Service During sand recovery and beach restoration activities, the U.S. Fish and Wildlife Service are instrumental in providing guidance related to critical habitat and endangered species. This service will communicate with county officials the policies and procedures related to recovery efforts to protect the natural habitat.

Federal Emergency Management Agency (FEMA) Representatives from FEMA will be onsite during the response and recovery phases of the debris management cycle. FEMA staff will provide guidance to Baldwin County with regards to debris eligibility and the FEMA reimbursement process. FEMA’s primary role will be in the development of project worksheets for Baldwin County’s debris cleanup operations. In addition, their staff will be onsite to oversee any ROE private property cleanup, should this be declared in the County.

Alabama Department of Public Health The Alabama Department of Public Health (ADPH) will provide oversight to BCHD and BCSW in the debris management site operations and closeout activities. They will provide assistance as necessary on all environmental and health issues and along with ADEM, regulate the processing of debris at the management sites.

Baldwin County Sheriff’s Office The Baldwin County Sheriff’s Office will assist in the monitoring of illegal dumping activities and assist in the monitoring of the debris management sites to ensure compliance with local traffic regulations.

Fire and Emergency Medical Services: The responsibility of county fire and emergency service providers is to respond to fire and other emergencies at debris management sites. County Fire Departments may be called to supervise burn sites in accordance with all appropriate local requirements to ensure safe burning, subject to amendments by the Health Department and/or the State

Fire Marshall. The Baldwin County Commission will seek assistance from a regional HazMat Team to respond to requests to investigate and handle hazardous materials incidents. In such cases, all responses are to be coordinated through EMA for proper documentation.

Baldwin EMC, Riviera Utilities, Alabama Power and Various Municipal Power/Electric Suppliers The Electric/Utility companies will work with the Debris Manager in coordinating the debris removal along electrical easements and rights-of-ways to ensure that all lines are de-energized. The larger utility companies will provide a coordinator at the EOC to work with the debris manager.

Figure 3.1 Organizational Chart

DEBRIS FEMA MANAGEMENT Public Assistance Officer CENTER STATE EMERGENCY Debris Manager Public Assistance Liaison OPERATIONS CENTER County Engineer DMC Liaison Coordinator Deputy Debris Manager EMA Director Solid Waste Director

DEBRIS CONTRACTOR PUBLIC OVERSIGHT INFORMATION TEAM

ROVING SITE MONITORS MONITORS DEBRIS COORDINATORS

DEBRIS REMOVAL & DISPOSAL CONTRACTORS

Section 4 OVERVIEW OF RULES AND REGULATIONS The documents described in this section provide the legal authority for local Government to engage in debris cleanup operations and seek reimbursement from the Federal Government. Appendix B provides internet hyperlinks to each of the documents.

Federal Emergency Management Agency Guidelines Under the current Federal system, the Federal Emergency Management Agency (FEMA) coordinates the response and recovery efforts for all Presidential declared disasters. FEMA provides guidance documents for local governments to use as a guide for disaster planning and response. Three guidance documents that are generally associated with debris recovery have been summarized below.

FEMA Publication 322 – Public Assistance Guide The Public Assistance Guide provides a general overview of the FEMA-Public Assistance Program (PA) protocol immediately following a disaster. The PA program provides the basis for the federal/local cost sharing program. This document specifically describes what entities are eligible for reimbursement under the PA Program, what documentation is necessary to ensure reimbursement, and any special considerations local governments should be aware of to maximize eligible activities.

FEMA Publication 323 – Applicant Handbook The Applicant Handbook (Handbook) is the official “how to” for local governments who are considering applying for reimbursement following a disaster through the PA Program. This Handbook should be used in conjunction with this Debris Management Plan immediately following a hurricane. The Handbook provides the rules, procedures, and sample documents that local governments need as the “applicant” to FEMA. The publication is formatted so that the applicant has a step-by-step guide for each phase of the reimbursement process including what information is critical to ensure reimbursement.

FEMA Publication 325 – Debris Management Guide The Debris Management Guide is the publication specifically dedicated to the rules, regulations, and policies associated with the debris cleanup process. Familiarity with this publication and any revisions, can aid a local government’s ability to limit the amount of non-reimbursable expenses. The Debris Management Guide provides the framework for the debris removal process authorized by the Stafford Act including:

� Elimination of immediate threats to lives, public health and safety; � Elimination of immediate threats of significant damage to improved public or private property; or

� Ensuring the economic recovery of the affected community to the benefit of the community-at-large.

OVERVIEW OF RULES AND REGULATIONS - Section 4

Disaster Specific Guidance A Disaster Specific Guidance (DSG) is a policy statement issued in response to a specific post-event situation or need in a State or Region. Each DSG is issued a number and is generally referred to along with their numerical identification. These guidance documents typically relate to the authorization of private property cleanup, cleanup and payment of stumps, or notification of large projects. Staff should be aware of any new DSG documents that are issued by FEMA following an event.

Other Relevant Documents The two primary directives developed by the Federal Government that provide for the authorization and use of Federal funds to reimburse local governments for disaster related expenses are the Robert T. Stafford Disaster Relief and Emergency Assistance Act and the Code of Federal Regulations – Title 44 Emergency Management and Assistance. A brief summary of these laws is provided below.

Robert T. Stafford Disaster Relief and Emergency Assistance Act The Robert T. Stafford Disaster Relief and Emergency Assistance Act (Stafford Act) provides the authorization of the PA Program. The fundamental provisions of this act are as follows:

• Assigns FEMA the authority to administer Federal disaster assistance; • Defines the extent of coverage and eligibility criteria of the major disaster • assistance programs; • Authorizes grants to the States; and • Defines the minimum Federal cost-sharing levels.

Code of Federal Regulations: Title 44 – Emergency Management and Assistance The Code of Federal Regulations – Title 44 Emergency Management and Assistance (44 CFR) provide procedural requirements for the PA Program operations. These regulations are designed to implement a statute based upon FEMA’s interpretation of the Stafford Act and govern the PA Program as well as outline program procedures, eligibility, and funding.

Section 5 ACTION PLAN Normal Operations As described in Section 2, the optimal pre-event planning required during Normal Operations should be accomplished between December 1st and May 31st. This minimizes Baldwin County’s risk of having to perform planning functions during a hurricane emergency situation. The following section describes the Normal Operations Checklist provided in Section 2. Table 5-1 describes the number of Atlantic hurricanes and tropical storms predicted for 2018.

Table 5-1 2018 Atlantic Hurricane Outlook Season/Activity Climatological Mean2 2017 Observed3 2018 Outlook³ Type 1966-2009 Chance above normal ~ 35% Named Storms 11.3 17 10-16 Hurricanes 6.2 10 5-9 Major Hurricanes 2.3 6 1-4

Establish Pre-positioned Contracts To ensure rapid mobilization and debris clearance and removal response following an event, it is important for Baldwin County to secure debris removal prepositioned contracts. Costs associated with establishing pre-positioned debris hauling contracts are minimal. As of the publication of this document, FEMA has reimbursed communities for debris removal operations under competitively let, pre-positioned, debris removal contracts. In order to assure FEMA reimbursement for debris removal operations, the Purchasing Department must follow its standard procurement procedure when issuing a debris removal solicitation and awarding pre-positioned contract[s]. Table 5-2 illustrates the estimated costs of collection, disposal and monitoring for a Category 3 Hurricane based on Baldwin County’s current rates.

Forecast Debris To facilitate the debris management process, debris will be segregated by type. It is recommended that the categories of debris established for recovery operations will be standardized. Debris removed will consist of two broad categories: clean wood debris and construction and demolition debris. Most common hurricane-generated debris will consist of 30% clean woody material and 70% C&D. Of the 70% mixed C&D it is estimated 42% will be burnable but require sorting, 5% will be soil, 15% will be metals, and 38% landfill.

2 Source: Tropical Cyclone Climatology, National Oceanic and Atmospheric Administration 3 Source: National Oceanic & Atmospheric Administration

Action Plan – Section 5

Forecasted Estimated Debris Quantities The formula for estimating debris quantity is: Q=H(C)(V)(B)(S)

H (Households) = Population / 3 (3 persons per household) C (Category of Storm) = Factor (See Table Below) V (Vegetation Multiplier) = Factor (See Table Below) B (Commercial Density Multiplier) = Factor (See Table Below) S (Precipitation Multiplier) = Factor (See table below)

Category Value of “C” Factor 1 2 Cubic Yards 2 8 Cubic Yards 3 26 Cubic Yards 4 50 Cubic Yards 5 80 Cubic Yards

Vegetative Cover Value of “V” Multiplier Light 1.1 Medium 1.3 Heavy 1.5

Commercial Density Value of “B Multiplier Light 1.0 Medium 1.2 Heavy 1.3

Precipitation Value of “S” Multiplier None to Light 1.0 Medium to Heavy 1.3

Once the amount of debris has been estimated, Baldwin County may require temporary storage sites, the size of which can be determined by taking the following factors into consideration:

1. The Debris pile shall be stacked to a height of no more than 10 feet 2. 60% usage of the land area will be devoted to roads, safety buffers, burn pits, household waste, etc. 3. 10-foot stack height = 3.33 yards 4. 1 acre = 4,840 square yards (sy) 5. Total volume per acre = 4,840sy/ac x 3.33y = 16,117 cy/ac.

Action Plan – Section 5

Using the above assumptions, the estimate of total debris from any hurricanes will be within 30% plus or minus of the actual amount of debris accumulated. Baldwin County has estimated that under a Category 3 hurricane, heavy vegetation cover, heavy commercial density, and medium to heavy precipitation, the number of acres needed for a temporary landfill is:

Q=H(C)(V)(B)(S) Q=31,694 x 26 x 1.5 x 1.3 x 1.3 Q=2,088,974 CY of debris

2,088,974 CY of debris / 16,117 (CY/ac) = 130 acres of debris 130 acres x 1.60 (60% more area needed for roads, etc.…) = 208 acres

Estimated total disposal costs: The current contract provides for an average cost for pick-up, haul and direct disposal at the Baldwin County landfill of $13.40cy. The total estimated cost for disposal of all debris at the BC landfill with no volume reduction would be:

2,088,973cy x $15.75/cy = $32,901,325

The Guidance listed in the FEMA Public Assistance Debris Manual separates debris by category. The Guideline considers 30% of the total volume of debris will be clean vegetative material that can be reduced. Table 5.2 A reflects the cost for disposal of debris considering the vegetative debris is reduced by grinding and becomes the property of the contractor. The remaining 70% is therefore considered construction and demolition (C&D) which must be handled differently.

Table 5-2 A Hurricane Debris Cost Estimates 30% Vegetative Debris and 70% Construction and Demolition Category 3 Hurricane Population of Unincorporated Baldwin County: 95,083 Single Family Homes Affected: 31,694 Estimated Debris Generated: 2,088,974 cy

Debris Estimated Volume Disposal Costs Descripti Volume Reduction Costs Total Cost (CY) on

30% Clean 626,692 cy x $12.60/cy = Woody $7,896,322 (2,088,974 x 30%) Debris $9,870,399

Collection 626,692 , N/A

Reductio n and Disposal

Mixed C&D N/A $19,594,576 (2,088,974 x 70%) Debris 1,462,282cy x Collection 1,462,282 $13.40/cy = , Haul $19,594,576 and

Disposal

2,088,974 Cubic Total $7,896,322 $19,594,576 $27,490,898 Yards

The debris estimations developed for Baldwin County were done so by using the U.S. Army Corps of Engineers Debris Estimating Model (Model). This Model is widely accepted by the industry, however, may not accurately reflect historical data collected following Hurricanes Ivan. This Model should be used as a guide by Baldwin County for planning in the future.

Table 5-2B reflects a historical account of debris generated by previous Hurricane events. This table reflects approximately 70% of the debris generated would be considered clean vegetative, and the remaining 30% would be construction and demolition.

Table 5-2B Hurricane Debris Cost Estimates 70% Vegetative Debris and 30% Construction and Demolition Category 3 Hurricane Population of Unincorporated Baldwin County: 95,083 Single Family Homes Affected: 31,694 Estimated Debris Generated: 2,088,974 cy

Hurricane Debris Cost Estimates: Category 3 Hurricane

Debris Estimated Volume Volume Reduction Total Cost Description (CY) Costs Disposal Costs

70% Clean (2,088,974 x 70%) 1,462,282 cy x N/A Woody $12.60/cy = $18,424,753 Debris 1,462,282 $18,424,753 Collection, Reduction and Disposal

Mixed (2,088,974 x 30%) 626,692cy x C&D N/A $13.40/cy = $8,397,673 Debris 626,692 $8,397,673 Collection, Haul and Disposal

Total 2,088,974 Cubic $18,424,753 $8,397,673 $26,822,426 Yards

Action Plan – Section 5

Debris Removal: Baldwin County Commission believes having a Pre-Event Debris Removal and Disposal Services Contract is necessary to expedite debris removal operations in the event of a natural or manmade disaster. A Pre-Event Debris Removal and Disposal Services Contract was competitively bid (#WG15-15) on May 16, 2015. The Pre-Event contract is a 24-month contract with the option to extend for one twelve (12) month period or until such time that a new contract can be bid and awarded.

In the event pre-positioned debris removal contracts are not established, the County may use an emergency procurement procedure to award contracts following a hurricane. Post event procurement will delay the inception of debris removal operations for several days.

The scope of services includes: • Right-of-Way Vegetative Debris Removal • Right-of-Way Construction and Demolition Debris Removal; • White Goods removal – disposal in accordance with applicable Federal, State and Local laws and disposed of in the County Maintained Landfill. • Right-of-Way Sand Removal and Screening; • Private Property Leaner and Hanger Cut Work and Removal; - Only at the consent and direction of the Baldwin County Highway Director • Private Property Demolition and Debris Removal; • White Goods Freon Removal - Service not provided by Debris Contractor– Service Provided by separate contractor • Hazardous Debris Separation

The County should use cubic yards as the unit of measurement for payment. Cubic yard pricing is easier to monitor and document, and favored by FEMA for reimbursement purposes.

Further, the contractor must clearly define expectations of the County and limitations on the Contractor. These should include, but not limited to:

• Limit time and materials work to the first 70 working hours following an event. • Utilize a retainage or liquidated damages clause to ensure that Contractors repair • all damage for which they are responsible prior to receiving full payment. • Verify that vegetative cut work is consistent with most recent FEMA Guidance’s • for Reimbursement

Included in Appendix C, is a list of pre-positioned debris removal contractors that were Identified through the Competitive Bid Process #WG15-15 and the following selection criteria: • Experience and qualifications; • Cost proposal overhead and profit percentage;

Action Plan – Section 5

• Bonding capacity; and • Financial capacity.

Debris Monitors / Debris Contractor Oversight Team Debris Monitors/Debris Contractor Oversight Team (DCOT) is responsible for the coordination, oversight, and monitoring of all debris removal and disposal operations performed by private contractors. The Baldwin County Highway Department in conjunction with the Baldwin County Solid Waste Department will assist with the makeup of the team membership as well as others from County departments as needed. The BCHD and the BCSW may feel the need to supplement county staff with contracted inspectors or other personnel, as needed. A designee from one of the two above mentioned departments will serve as team supervisors and provide guidance over the three monitoring elements: roving monitors, load site monitors, and disposal site monitors. The duties of the supervisors and each of the monitoring elements is described below:

1. Monitor Supervisor o Planning and conducting debris management site inspections, quality control, and other contractor oversight functions. o Receiving and reviewing all debris load tickets that have been verified by a Disposal Site Monitor. o Making recommendations to the Debris Manager/County Engineer, or his designee, regarding distribution of County force account and Contractor work assignments and priorities. o Reporting on progress and preparation of status briefings. o Providing input to the PIC on debris cleanup activities and pickup schedules.

2. Roving Monitors-BCHD Roving Monitors (2-person team) will be assigned to specific Debris Control Zones or to a specific Contractor depending upon the distribution of work assignments. The Roving Monitor’s mission is to act as the “eyes and ears” for the Debris Supervisor to ensure that all contract requirements, including safety, are properly implemented and enforced.

Staff to fulfill the Roving Monitor positions will be provided by BCHD from County Staff. Roving Monitors will have the authority to monitor County Contractor operations and to report any problems back to the Supervisor. Roving Monitors may request contract compliance, but do not have the authority to otherwise direct Contractor operations or to modify the contract scope of work.

Roving Monitors will monitor debris operations on a full-time basis and make unannounced visits to all loading and disposal sites within their assigned debris

Action Plan – Section 5

management zone(s). In addition, Roving Monitors are responsible to do the following:

o Assist in the measuring of all Contractor trucks and trailer with the Contractors representative. Also take photographs of all trucks and trailers. o Obtain and become familiar with all debris removal and disposal contracts for which they are providing oversight. o Observe all phases of debris management operation, to include loading sites, debris management sites, and final landfill sites. o Prepare a daily written report of all Contractor activities observed to include photographs. o Periodically monitor each debris management site to ensure that operations are being followed as specified in the applicable Debris Removal and Disposal Contract with respect to local and Federal regulations and the Debris Removal and Disposal Monitoring Plan. o Roving Monitors will also submit daily written reports to the supervisor outlining their observations with respect to the following:

1. Is the Contractor using the site properly with respect to layout and environmental considerations? 2. Has the Contractor established lined temporary storage areas for ash, household hazardous wastes, and other materials that can contaminate soil and groundwater? 3. Has the Contractor established environmental controls in equipment staging areas, fueling, and equipment repair areas to prevent and mitigate spills of petroleum products and hydraulic fluids? 4. Are liners in place under stationary equipment such as generators and portable lighting structure? 5. Has the Contractor established appropriate rodent control measures? 6. Are burn sites constructed and operating in accordance with the Federal, State, and local guidelines? 7. Has the Contractor establish procedures to mitigate smoke, dust, noise, and traffic flow?

o Roving Monitor’s reports will also include written observations at loading sites, disposal sites, and the locations of any illegal dumping sites. If the monitor sees a problem they are to notify the supervisor immediately and take photographs of the site.

3. Load Site Monitors - BCHD Load Site Monitors will be stationed at designated Contractor debris loading sites. The Load Site Monitor’s primary function is to verify that debris being picked up is eligible under the terms of the contract.

Action Plan – Section 5

Load Site Monitor positions will be staffed from the Baldwin County Highway Department and supplemented by other County department personnel depending on the magnitude of the debris-generating event. Load Site Monitors will be assigned to each Contractor’s debris loading site within designated Debris Control Zones, and will initiate and sign load tickets as verification that the debris being picked up is eligible.

4. Disposal Site Monitors- BCSW Disposal Site Monitors will be located at both debris management sites and landfill sites as identified by the Debris Manager/County Engineer throughout the recovery process. The Disposal Site Monitor’s primary function is to ensure that accurate load quantities are being properly recorded on pre-printed load tickets.

At each debris management sites and landfill disposal site, the contractor will be required to construct and maintain a monitoring station tower for use by the Disposal Site Monitor. The Contractor will construct the monitoring station towers of pressure treated wood with a floor elevation that affords the Disposal Site Monitor a complete view of the load bed of each piece of equipment being utilized to haul debris. The Contractor will construct these towers in compliance with all local building codes to insure the safety of the monitoring staff. The Contractor will also provide each site with chairs, table, and portable sanitary facilities.

The Disposal Site Monitor will estimate the quantity (in cubic yards) of debris in each truck/trailer entering the selected temporary debris management site or landfill disposal site and will record the estimated quantity on pre-numbered debris load tickets. The Contractor will be paid based on the number of cubic yards of material deposited at the disposal site as recorded on debris load tickets. This is to be done on all types of debris removal contracts and force account vehicles.

Disposal Site Monitors will be staffed by BCSWM personnel depending on the magnitude of the debris-generating event. The Disposal Site Monitors will be stationed at all debris management sites and landfill disposal sites for the purpose of verifying the quantity of material being hauled by the contractor. The Disposal Site Monitors will be responsible for closing out and signing each load ticket and returning a copy to the Supervisor at the end of each day.

The Disposal Site Monitors will be responsible for the following duties:

a. Developing load tickets; b. Verifying the estimated amount of debris hauled to the TDSRS; c. Identifying HHW on the ROW and at TDSRS locations and ensuring

Action Plan – Section 5

that it is properly collected, segregated, and disposed of at a County-owned Landfill d. Providing comprehensive program management for the debris removal and clean-up process; e. Communicating with key County personnel on a regular basis; f. Managing an extensive database for reimbursement, invoice reconciliation and auditing purposes; g. Reviewing and reconciling contractor invoices prior to recommending payments to the County; and h. Assisting the Finance & Accounting department with the h. development of Project Worksheets for debris removal

**Optional Task: Immediate Response Activities The Highway Department is responsible for initial emergency road clearance activities following a storm. Baldwin County may supplement the Highway Department resources and response ability by entering into a pre-positioned emergency road clearance contract. FEMA has historically reimbursed those communities 100 percent for work performed in the first 72 working hours. Contracts for emergency road clearance should be competitively solicited on a time and materials contract limited to 72 working hours immediately following a hurricane or disaster declaration.

Review and Update Road List

A comprehensive, updated list of all roads in Baldwin County should be stored electronically by the BCHD. A comprehensive road list helps ensure that the cleanup process is properly documented for the purposes of: • FEMA reimbursement; • Payment responsibility; • Contractor invoice reconciliation; and • Debris removal operations cover all eligible roads. The BCHD should work with the Department of Engineering to develop a road list from a 911 data base, or similar resource (See Appendix P-1).

Review and Update Contact List The BCHD in conjunction with the Baldwin County Emergency Management Agency will be responsible for maintaining and annually updating a “Disaster Debris Management Contact List.” A preliminary Disaster Management Contact List is included in Appendix A. As indicated by its name, this is a comprehensive list of County Staff and County Departments involved in the debris management process. Contact information for

Action Plan – Section 5 the Private Contractors is located in Appendix C. The Disaster Management Contact List can be used to ensure that all key staff and departments are: • Informed of any training or meetings held in the non-hurricane season; • Called to any coordination meetings immediately following the storm and in the • weeks hereafter; and • Ready with any information or deliverables that the BCHD needs for coordinating the debris removal operation.

TDSRS Locations Prior to June 1st, the County should identify a number of Temporary Debris Staging and Reduction Sites (TDSRS) and seek pre-approval by ADEM. BCHD and BCSW should work with the debris contractor to identify TDSRS locations. See Appendix K.

Potential sites should be evaluated based on the following selection criteria:

• Public Property - Preference should be given to public land rather than private, • due to potential rental costs commonly associated with private property sites. • Size - The larger and more open the property is the better suited it will be for • debris removal operations. Environmental Feasibility - Properties must be outside watershed range to environmentally sensitive areas (such as, wetlands, areas with endangered species, critical habitats, etc.). All sites selected not currently permitted as landfills, will comply with the FEMA 325, Public Assistance Debris Management Guide to include the following before use: o Videotape and or photograph of the site o Documentation of physical features o Investigation of Historic Significance o Collection and sampling of Soil and water

• Proximity to Densely Populated Areas - Areas as removed as possible from • private residential housing developments. Dust, smoke, noise and heavy vehicle traffic could pose health and safety hazards and public complaints. However, if possible, TDSRS locations should be within 15 miles of densely populated areas to ensure quick truck turnaround and facilitate debris removal progress. Proximity to the County Landfills should be utilized when most feasible. • Access - Properties that allow for easy ingress and egress. • Permits – Environmental permits and land-use variances may be required. Several agencies may be involved in issuing permits and granting land – use approvals. The following is a listing of the permits that may be necessary in utilizing a site: o Waste processing and recycling operations permit o Temporary land-use permits o Land use variances o Air quality permits 39

Action Plan – Section 5

o Water quality permits o Coastal Commission land-use permits o House Hold Hazardous Waste permits (HHW) o Fire Department Permits – Burn Ban No.

• Permits may be obtained by contacting the various departments responsible for permit issuance. (Refer to contact list Appendix A)

Review and Update Relevant Ordinances FEMA requires that a community follow its local ordinances should it engage in a special demolition or other private property debris removal program.

Review and Update Memorandums of Understanding Memorandums of Understanding (MOUs) or Mutual Aid Agreements are documents developed between governmental entities that formally document the responsibilities of each entity in the event of a hurricane. This document should also outline the Reimbursement procedures, if applicable. Relative to the debris management process, Baldwin County has signed MOU agreements with various county fire departments for their assistance in emergency road clearing operations. Prior to the commencement of their work, a signed MOU must be obtained and the Debris Manager must sign off on the emergency work being performed in order to meet eligibility for Baldwin County Commission reimbursement.

Monitor and Evaluate Disposal Capacity at Landfills If the County cannot find viable final disposal locations for reduced debris, a future hurricane could seriously impact its landfill. The BCSW Department should monitor the remaining airspace at the landfill and of other C&D landfills in the County in order to determine capacity to dispose of storm generated debris and the need to construct additional cells.

Baldwin County has three permitted County-owned landfills, which will serve as final debris disposal sites, and identified an additional three county owned properties for use and TDSRS sites. Baldwin County Highway Engineers have identified 31 potential temporary storage and reduction sites as indicated on the map as sand and gravel area in Appendix K which are areas that are equal to or greater than 13 acres.

*All County-owned landfills have a solid waste disposal permit and a National Pollutant Discharge Elimination System (NPDES) permit. All County-owned dirt pits have a NPDES permit.

Action Plan – Section 5

Table 5-3 Primary Disposal Sites Name, Type and Daily Volume of County Owned Landfills – Final Disposal Sites

Type of Daily ADEM Tipping Site Name Debris Volume per Permit Fees Accepted day Number Magnolia MSW, C&D, $5.00 cubic Sanitation 1,500 tons 02-03 White Goods yard Landfill Eastfork C&D, $5.00 cubic C&D 200 tons 02-12 Vegetative yard Landfill McBride C&D, $5.00 cubic C&D 500 Tons 02-11 Vegetative yard Landfill

Table 5-4 County Owned Dirt Pits Managed by Contractor

Dirt Pits Type of Debris Accepted Red Hill Dirt Pit Vegetative Only Dial Pit Vegetative Only Kelly Pit Vegetative Only

Review and Update Debris Management Plan The Debris Management Plan is a “working document.” This document should be reviewed and updated annually to ensure that all information presented in this plan is updated.

Increased Readiness The checklist performed during a period of Increased Readiness is critical in assembling a coordinated response. The checklist is a valuable tool to ensure that proper steps are taken in a time of extreme stress.

Download Most Recent Road List and Relevant Documents to a CD The Debris Manager coordinates with the GIS Division to acquire the most recent road list and maps of the County prior to the hurricane. In the event that the computer servers that store this information will be unavailable, having this information on-hand ensures that debris collection operate properly and commence in a timely manner. The most recent County road list has been downloaded and is found in Appendix P1.

Action Plan – Section 5

Alert Key Personnel Key personnel from the Debris Management Contact List should be put on alert by the Debris Manager and the BCHD staff. The department should contact these primary points of contact via verbal and electronic communication informing them of information needed to begin the response and recovery process. County contractors located in Appendix C should also be notified and placed on standby. In addition, the BCHD should schedule a meeting with primary points of contact at the EOC to discuss emergency road clearing activities and response activities.

Review Plan with Key Personnel Once a meeting is scheduled with all primary points of contact at each of the relevant County Departments, the County Commission Division Chairman for the Baldwin County Highway Department, Debris Manager (County Engineer), Baldwin County Solid Waste Director and the EMA Director should review the Debris Management Action Plan with the Contractor. This meeting should focus on key activities that need to occur immediately following the storm including damage assessments and emergency road clearing activities.

Following this meeting, a briefing should be scheduled with the County Commissioners to inform the body of the debris response initiatives.

Pre-event Media Press Release The Debris Manager and Public Information Coordinator will issue a press release to the public that assures them that the County is prepared and has a plan in place to immediately respond to a debris generating event. In addition, the County should provide information on proper set-out procedures and estimates on when the cleanup will begin. The media press release should include closure times/dates. See Appendix E for sample press releases.

Alert Debris Contactors and Place on Standby All debris contractors should be put on alert by the BCSW that their contracts may be activated. Discussions with the Contractors should address the following key issues: • Availability and amount of assets that will be dedicated to debris removal • operations; • Estimating time of mobilization; • Identifying primary points of contact; • Exchanging mobile contact information; and • Determining if Contractor presence is needed at the EOC during the event.

Action Plan – Section 5

Response (First 70 Hours) Conduct Damage Assessment The Baldwin County Emergency Management Agency Director is responsible for coordinating the impact assessment for all County public structures, equipment, and debris clearance immediately following a large-scale disaster. Impact assessments are performed by Rapid Action Plan – Section 5

Response Teams and used to prioritize impacted areas and resource needs. The teams will be composed of Highway Department, Emergency Management, Building Maintenance, Building Inspection, Tax Assessors and Appraisers, and County Department Directors. The Debris Manager will have the primary mission of coordinating the efforts of BCHD personnel to identify debris impacts on primary roads and make initial estimates of debris quantities. Based on this prioritization, the Debris Manager will issue urgent assignments to clear debris from at least one lane on all primary roads and critical secondary roads to expedite the movement of emergency service vehicles such as fire, police, and medical responders. See Appendix N, for primary county road clearance routes. Damage assessments are necessary to determine the extent and the location of the debris. Windshield surveys of the County are taken and used to communicate critically damaged areas to Road Department staff to assist in prioritizing road clearance efforts.

If possible, additional surveys should be conducted by helicopter in order to obtain an aerial view of damaged areas within Baldwin County. Often times helicopter surveys are available through debris removal contractors independently surveying the County to determine asset levels and configuration.

Rapid Response Teams will conduct initial zone-by-zone windshield surveys to identify the type of debris and to estimate amounts of debris on the roadways and on private and public property (Appendix F, Debris Volume Estimating Models & Appendix J, Estimating Techniques). The results of the windshield surveys will be provided to Debris Manager and the Baldwin County Emergency Management Agency.

The Debris Manager will establish initial priority for debris clearance based upon the following ranking as provided by the Rapid Response Teams: • Extrication of people. • Major flood drainage ways. • Egress for fire, police, and Emergency Operations Center. • Ingress to hospitals, jail, and special care unit. • Major traffic routes. • Supply distribution points and mutual aid assembly areas. • Government facilities.

Action Plan – Section 5

• Public Safety communications towers. • Baldwin County Commission and American Red Cross shelters. • Secondary roads to neighborhood collection points. • Access for utility restoration. • Neighborhood streets. • Private property adversely affecting public welfare.

During the debris clearance and removal process, the debris management staff will be responsible for coordinating utility, telephone and cable TV companies as appropriate to ensure that power lines do not pose a hazard to emergency work crews.

As described in Section 2, the response phase is generally defined as the first 70 contractor working hours following a storm. The County should activate this plan immediately following an event.

Mapping Responsibility • Engineering Department –BCHD GIS • County CIS Department -GIS

Begin Emergency Roadway Debris Clearance The County Road Department commences with road clearance or “cut and toss” activities and determines necessity of activating an Emergency Road Clearance Contractor. These operations first focus on major arteries leading to storm shelters, hospitals, supply points, and other critical locations throughout the County. ALDOT maintains road clearance responsibility for all State and Federal Roads and the Municipalities maintain road clearance responsibilities within the City Limits or municipal jurisdictions.

Emergency Road Clearance: • County Highway Department • Contractor Activation • MOU with Town of Magnolia Springs • MOU with County Fire Departments

Activate Debris Removal Contractors

BCHD will utilize the damage assessments conducted by the Rapid Assessment Team to determine whether to activate debris removal contractors or utilize county forces for debris removal. The Debris Manager/County Engineer should immediately meet with the Baldwin County Commission to make this determination. Debris hauling and monitoring contractors are generally required if the tropical disturbance makes landfall as a Category 1 or greater. Once the contractors are activated, each contractor should review an updated road list, debris collection zone maps, and the federal aid eligibility map. The full list of

Action Plan – Section 5

debris collection zones has been provided in Appendix L and the federal aid eligibility map has been provided in Appendix O. Contractors should begin logistical coordination and equipment mobilization immediately upon receiving a Notice-to-Proceed.

Activate Debris Removal Contractors • BCHD • County Commission

Prepare TDSRS Locations Based on Concentration of Debris BCHD, BCSW staff, and debris contractors will meet to discuss the opening and operation of pre-identified TDSRS locations. The final determination on TDSRS opening will be made in consultation with the Baldwin County Commission and the Alabama Department of Environmental Management. The following items should be taken into consideration when opening and operating a TDSRS:

• Qualification criteria: • Current availability; • Duration of availability; • Ingress/Egress; • Concentration of debris relative to each site; • Geographic location within the County. • Reduction Method: • Incineration – The burning of vegetative debris typically has a reduction ratio of 20:1. The open burning of vegetative debris does require approval from the Division of Forestry and sometimes, ADEM. The leftover ash must be hauled to a final disposal facility.

Reduction Methods and Recycling

• Chipping and Grinding – Using this method, vegetative debris is chipped or • ground and typically results in a reduction ratio of 4:1. The leftover mulch is • either hauled to a final disposal facility or recycled. • Crushing – The crushing of vegetative debris is typically the least effective reduction method and results in a reduction ratio of 2:1. Crushing is an appropriate reduction method for C&D debris that cannot be recycled. • Recycling of Debris: o Common recyclable materials that are a result of a debris generating event o include wood waste, metals and concrete/asphalt. The following are potential o uses for each of the materials: • Wood Waste – Vegetative debris that is reduced through chipping or grinding results in leftover mulch. The remaining mulch can be used for agricultural

Action Plan – Section 5

purposes or fuel for industrial heating. For the mulch to be viable in agricultural purposes the end user usually has a size requirement and requests mulch to be as clean as possible of plastics and dirt. • Metals – Metal debris such as white goods, aluminum screened porches, etc., that may result from a debris generating event can be recycled. Certain metals such as aluminum and copper are highly valuable to scrap metal dealers. • Concrete – Concrete, asphalt and other masonry products that may become debris as a result of a debris generating event can be crushed and potentially used for road construction projects or as trench backfill. There is a multitude of information available regarding the recycling and selling of solid waste debris. An example of such source is the Southern Waste Information Exchange, Inc. website (https://www.wasteexhange.org) which is a non-profit clearinghouse with information regarding the recycling of solid waste.

Upon a review of availability and suitability, the debris contractors will begin site preparation. As part of the preparation, baseline data should be gathered from the site to document the state of the land before debris is deposited. The following action items are recommended as baseline data:

TDSRS Preparation – Site Work TDSRS sites should have the following functions performed by the managing contractor:

1) Photograph the site – Digital photos should be taken to capture the original state of the site. Photos should be updated periodically throughout the project to 1) document the progression of the site. 2) Record physical features – Records should be kept detailing the physical layout and features of the site. Items such as existing structures, fences, landscaping, etc., 2) should be documented in detail. 3) Historical Evaluation – The past use of the site should be researched and documented. Issues relating to historical or archeological significance of the site should be cleared with the state historical preservation agency. 4) Sample Soil and Water – Soils and groundwater samples must be taken before debris reduction activities commence. Samples will help ensure the site is returned to its original state. Typically soils and groundwater samples should be analyzed for total RCRA metals, volatile organic compounds, and semi-volatile organic compounds using approved EPA methods. Communication with ADEM prior to a debris-generating event can establish soil sample requirements such as chain of custody, acceptable sampling methods, certified laboratories, and testing 4) parameters.

The BCSW department and county designated monitors will oversee the contractor’s activities to ensure that they are in compliance with their contractual obligations, environmental standards,

Action Plan – Section 5

and acting in the best interest of the County and its residents. ADEM will be contacted to provide final approval under an emergency declaration for the TDSRS locations.

The Guidance for Establishment, Operation and Closure of Staging Areas for Hurricane- generated Debris can be found in Appendix K.

Review TDSRS availability and suitability: • Baldwin County Solid Waste Department • Baldwin County Planning Department – Environmental

TDSRS Site Preparation • Debris Removal Contractor

ADEM Emergency Approval and Permitting • Baldwin County Solid Waste Department • Debris Monitoring and Management Personnel

Conduct Meetings/Briefings with Key Personnel Coordination meetings and briefings with key personnel from BCEMA, BCHD, and BCSW are conducted to update the status of the road clearance efforts, TDSRS openings, contractor asset mobilization, and pertinent public information for press releases.

Review Debris Volume and Collection Cost Assessment The BCSW Department, the debris monitoring and management supervisors and debris hauling contractors will meet to review the debris assessment. The topics included in this meeting may include, but are not limited to: • Amount of debris generated – millions of cubic yards; • Type of debris generated – vegetative, C&D and/or sand; • Number and estimated date of arrival for assets – trucks, loaders, monitoring • personnel; • Estimated number of TDSRS locations necessary; • Preliminary scope of debris removal efforts; and • Estimated cost of the debris removal.

Following this meeting, the staff from the rapid response team in charge of debris estimating will begin to collect required documentation for the development of FEMA Project Worksheets and contact the FEMA Public Assistance Officer (PAO) responsible for the County. A debris cost estimating model has been provided in Appendix F.

Debris Volume Estimate • Rapid Response Team Members BCHD • BCHD & BCSW Monitoring and Management Personnel

Action Plan – Section 5

Request Contact Information and Meeting with FEMA Public Assistance Officer The Baldwin County Emergency Management Agency Director will immediately request the contact information of the designated PIC for the disaster. Upon receiving the information, the County will request a meeting with FEMA. During this meeting, the County will discuss the following issues: • Summarize the County’s debris removal operations to date; • Review debris and cost estimates for the County; • Description of the County’s debris removal plan; • Contact information for all County contractors and primary points of contact; and • Determine what additional information the PIC will need to generate Project • Worksheets for the County.

Issue Media Press Release A press release from the BCSW, BCHD, and PIC to various media sources will be issued within the first three days following the storm. The subject matter of the press release will be to reassure and comfort the public that the County is responding and has activated contractors to begin debris removal activities.

Recovery Once emergency road clearance operations are complete, the County will commence with the Recovery phase and debris collection. At this time, the Health and Safety Strategy located in Appendix I, and the Baldwin County Injury and Illness Prevention Plan located in Appendix V, should be reviewed by all involved parties. Trucks used to collect and haul recovered debris to TDSRS locations are certified for capacity and issued a placard. This placard designates them as a Baldwin County Contracted Hauler and displays their unique truck number and the truck’s volumetric capacity. Contractor(s) crews are then assigned to specific zones and streets to initiate the recovery process. Trained monitors observe and document debris removal operations in order to validate the Baldwin County contract and generate documentation to support FEMA reimbursement. Load tickets are issued at the point of collection to include loading time, location, date, and specific truck and contractor information. At the TDSRS location or final disposal site, debris loads are graded and assigned a volumetric percentage. Based on the strength and severity of the storm, the County may implement additional debris removal programs during the recovery phase, including, but not limited to private property, beach, public parks, and inland waterways debris removal. For the purposes of developing project milestones, the Recovery Phase has been subdivided into the following periods:

• Milestone 1: Up to 2 Weeks • Milestone 2: 2 Weeks to 1 Month

Action Plan – Section 5

• Milestone 3: 1 Month to 3 Months • Milestone 4: 3 Months to Project Completion

Deadlines for resident placement of debris on the ROW as well as contractor deadlines for debris removal should clearly be communicated within these time periods. These project milestones should be used as a “guide” and each event must be evaluated on a case-by-case basis.

Milestone 1: Up to 2 weeks The initial milestone during the Recovery Phase is the period immediately following the emergency road clearing activities end through the following two weeks. This period is typically characterized as the “mobilization” period, where contractors begin to mobilize the majority of their assets and debris collection begins. Daily debris activities will go on seven days per week during daylight hours.

Monitoring Function Upon activation, the Debris Monitoring supervisors deploy staff to truck certification, collection, and disposal monitoring functions. The monitoring supervisors will orient employees with all disaster specific guidance and operational procedures and refresh staff with the field training program on current debris removal eligibility, FEMA requirements, County Contract Requirements, and safety procedures. Collection monitors must carefully document debris collection information to demonstrate eligibility and ensure proper Debris Removal Contractor payments and FEMA reimbursement. The documentation should include: • Location of debris; • Time of collection; • Name of contractor; • Name and unique employee number of monitor; • Truck certification number; and • Disaster declaration number.

All monitoring staff in the field should be equipped with the following to assist in the documentation process: • Contractor Damage Assessment Form; • Collection zone map; • Disaster specific guidance memorandums (if applicable); • Contact lists (assigned Sub-Contractor, applicable personnel, etc.); • Ticketing procedures; and • Incident Reports.

Collection tickets are issued to truck drivers in the field, at the loading location, after a thorough inspection of the loading operation. Collection monitors perform a series of

Action Plan – Section 5

ticket quality assurance and quality control checks to ensure ticket accuracy and completion. The monitoring staff is expected to interface and communicate constantly with BCHD during this phase to ensure rapid mobilization.

Truck Certification In order to properly document operations under a volume based contract and satisfy FEMA PA guidelines, all trucks must receive volumetric measurement and certification prior to debris collection operations. The monitoring and management supervisors will be responsible for all certification activities in the field. Truck certification occurs at staging areas determined by the contractor and BCHD. A sample truck certification form has been included in Appendix T, Field Documents.

Truck certification documentation should include: • A copy of a sample load ticket ( included in Appendix T). • Vehicle make, model, and plate numbers; • Contractor, sub-contractor, and driver responsible for truck operation; • Sketches and diagrams of the loading box; • Sketches and diagrams of additions (sideboards, bed extensions) and deductions (dog box, missing tailgate) to loading box; • Volumetric capacity of the measured unit; • A uniquely assigned truck number; • Photographs of the truck that capture the driver, the loading box, license plate, and all additions and deductions; and • Placards clearly labeling, at a minimum, the unique truck number and truck capacity. It is helpful to also include the prime and sub-contractor names.

Initiation of TDSRS Operations Upon completion of all TDSRS preparation activities, debris contractors will begin to dispose of debris at the TDSRS or County landfill. Debris contractors are required under contract to maintain and manage the TDSRS locations. This includes:

• Maintain flag-men at all ingress and egress of the property; • Keep all tipping and reduction operations at a safe distance from the public; • Ensure that all personnel wear proper safety attire; • Provide portable toilets (male and female) for all staff to use; • Supply water trucks on-site to minimize dust; and • Properly operate all debris reduction equipment (chipping/grinding/burning).

TDSRS Management Oversight The BCHD and BCSW will offer guidance to ensure that all debris is properly accounted for and that the site is not a safety hazard.

Action Plan – Section 5

Initiation of Environmental Monitoring Program of TDSRS Throughout the duration of the project, data should be collected for use in the remediation and close-out of the TDSRS. Collected data can be compared to previous data to establish any remediation actions necessary to return the site to its original state. The following items should be included in an Environmental Monitoring Program: • Sketches of site operations – Throughout the project, operations at the TDSRS may expand, condense or shift. It is important that changes in site operations are documented along with activity locations. The sketches and documentation can assist later in determining areas of concern that may need additional sampling and testing at site closure. • Documentation of issues at the site – Meticulous records should be kept documenting issues such as petroleum spills, hydraulic spills or the discovery of HHW within debris at the site. This documentation will assist in remediation • during site closure.

Debris Segregation Baldwin County Public Information Coordinator, BCSW, and BCHD will publicize to the citizens to separate their debris into distinct debris categories including: vegetative, construction and demolition (C&D), white goods, hazardous chemicals (paints, solvents, etc.), and household garbage. It will be the debris contractor’s responsibility to provide pickup of the different groupings of debris. Under no circumstances should the contractor mix debris at curb side pickup. Intermingled HHW will be identified and removed from the debris if possible and hauled to a permitted disposal facility. Mix debris at curbside involving HHW materials that cannot be separated, should be taken directly to a permitted landfill.

Disposal Monitoring The primary function of the monitors is to document the disposal of disaster debris at permitted TDSRS locations and landfills. Monitors perform Quality Assurance / Quality Control (QA/QC) checks on all load tickets to ensure that information captured by collection monitors is complete; perform volumetric load assignment to all debris loads on a percentage full basis, and file tickets numerically for the Load Ticket Database. Placards are inspected for authenticity and signs of tampering, and load tickets are verified to ensure that placard information is properly documented.

Right-of-Way Cleanup – Vegetative Based on the geographic characteristics of Baldwin County and historical debris quantities from previous storms, it is the County’s first priority to begin vegetative debris removal from the ROW. Vegetative debris in Baldwin County made up the majority of debris removed from single family dwellings. Once the roads and areas have been prioritized, the County’s debris haulers will dedicate assets to begin vegetative debris cleanup from the Right-of-Way (ROW).

Action Plan – Section 5

Collection Monitoring and Eligibility Collection monitors verify and record the address or closest street location of the debris collected. Unless FEMA issues a disaster specific guidance making debris removed from private property eligible for reimbursement, reimbursement is limited to debris that is a result of the storm and removed from publicly maintained property and roadways whose maintenance is the responsibility of the County. Debris removal efforts should focus on these areas during the initial phases of debris removal. Truck drivers in violation of public property debris removal policies and standards are reported to their Prime Contractor. The Prime Contractor is encouraged to remove truck drivers and assets in violation from contracted operations. For FEMA reimbursement and contract documentation purposes, it is critical that the County debris removal contractor, key County staff, and the monitoring staff are equipped with copies of the updated road list and zone maps to ensure that debris is not removed from ineligible areas or areas in municipal jurisdictions.

ROW Cleanup – C&D Approximately seven to ten days following the mobilization of vegetative debris removal efforts, the BCSW will coordinate with their debris contractors to ensure:

• Assets are directed to C&D debris removal; • TDSRS locations for C&D debris are located and permitted by ADEM; • Contractors for Freon removal from white goods have been contacted

Every effort should be made to limit the amount of clean woody debris in C&D loads. Effective segregation of debris is reliant on the PIO’s ability to reach residents with an effective message during the Response Phase with effective follow-up media releases throughout the Recovery Period. The same monitoring and eligibility policies and procedures described for vegetative ROW debris removal applies to C&D ROW debris removal.

Household Hazardous Waste Cleanup - HHW • Household Hazardous Waste HHW includes: • Gasoline cans; • Aerosol spray cans; • Paint; • Lawn chemicals; • Cleaning agents; • Batteries; • Fire Extinguishers; • Fluorescent lamps; and • Household electronic items (computer monitors and televisions). HHW removal is eligible for FEMA reimbursement if the debris is a result of the storm and removed from publicly maintained property and roadways whose maintenance is

Action Plan – Section 5

the responsibility of the County. HHW should be collected separately and disposed of at a County-owned landfill. Collection of HHW can be conducted internally, or contracted out on a unit rate basis. • Communicate to County residents HHW eligibility following an event. It is important that residents separate HHW from other storm debris to ensure that • HHW does not enter the debris stream at TDSRS locations. • Decide whether to establish HHW drop-off sites to augment or replace HHW curbside collection. This helps ensure that HHW is properly disposed of. Measures should still be taken jointly by the debris removal contractor and the • monitoring staff to identify, segregate and dispose of intermingled HHW at Municipal Subtitle D Landfills. • Interface with the ADEM. Describe the HHW collection program and Municipal Subtitle D facilities to be used for disposal.

White Goods Cleanup White goods include:

• Refrigerators; • Freezers; • Air conditioners; • Heat pumps; • Ovens; • Ranges; • Washing Machines; and • Clothes Dryers.

White goods debris removal is eligible for FEMA reimbursement if the debris is a result of the storm and removed from publicly maintained property and roadways whose maintenance is the responsibility of the County. White goods debris that contains ozone depleting refrigerants, mercury, or compressor oils need to have such materials removed by a certified technician before recycling. All state and federal laws should be followed regarding the final disposal of removed refrigerants, mercury, or compressor oils. Collection of white goods can be conducted internally, or contracted out on a unit rate basis.

Communicate to Baldwin County residents of white goods eligibility following an event. Residents should also be advised that contents such as food must be removed from white goods before they will be collected. It is important that residents separate white goods from other storm debris to ensure that white goods are not mixed with C&D or vegetative debris during collection.

Action Plan – Section 5

Interface with ADEM. Describe the white goods collection program and Municipal Subtitle D Landfills to be used for disposal of recovered refrigerants, mercury, or compressor oils.

Parks Cleanup The Baldwin County Parks Department (BCPD) will conduct vegetative debris damage assessments for all County parks and county public accesses during the first 70 hours following the event. This will occur concurrently with the damage assessment for all structures in the Parks. The Parks Department will have the option to rent equipment and conduct the debris removal using force account labor or engage the County’s contractor to complete the cut-work required. Should the Parks Department decide that the level of effort to remove debris from the County Parks and public accesses is beyond their capabilities using Force Account labor; the Baldwin County Engineer/Debris Manager will meet with contractors, Parks Department staff, and FEMA to discuss debris removal efforts in those areas. Following the meeting, the contractor will be engaged to perform cut-work associated with the Baldwin County Parks public accesses. Monitoring of the activities associated with the debris removal in the County Parks and access areas is required to ensure FEMA reimbursement for these activities.

Coordinate with External Agencies The BCEMA and BCHD will hold an initial meeting at the EOC inviting representatives from all external agencies in Baldwin County. The focus of this meeting will be to re- establish lines of communication between all debris removal efforts and identify any opportunities for collaboration. A contact list for the potential participants in this meeting can be found in Appendix A and Appendix C.

Initiate Discussions with FEMA Debris Team FEMA will assign a debris assistance team to Baldwin County immediately following the disaster. These individuals are available to answer questions and will provide a degree of oversight of the debris operations. A meeting between the BCHD, BCSW, and the County’s monitoring staff will be scheduled during this period to establish lines of communication between entities. The focus of this meeting will center on debris and cost estimates, debris removal activities and any additional guidance FEMA may be able to provide. In addition, the County will provide an initial cost estimate folder to the FEMA Project Officer. This cost estimate will include:

• Debris removal volume estimates; • TDSRS Site Locations and GPS coordinates; • Monitoring estimates; • Cost estimate based on contracted rates; • Road lists; and • Copies of all debris removal and disaster recovery contracts.

Action Plan – Section 5

Once FEMA receives this information, they will begin their review process and begin to write a Project Worksheet for debris removal. Timely delivery of this information to FEMA is critical.

Obtain FEMA Guidance for Gated Community and Private Property Debris Removal Eligibility of private property debris removal will be determined by FEMA on a case-by- case basis following an event. Typically, the debris and devastation must be so widespread that the debris removal from private property is a “public interest.” Under current FEMA Publication 325 guidelines, debris removal from private property is a “public interest” when operations:

• Remove threats to the health and safety of the community at large; • Prevent significant damage to public or private property; and/or • Assist in the economic recovery and thereby benefit the community at large.

In order for private property debris removal to be eligible for reimbursement the County must submit a written request to the Federal Coordinating Officer (FCO) before private property debris removal operations begin. The request should include the following information:

• Immediate threat determination – Baldwin County must provide documentation from the relevant state or County Department of Health or equivalent public health authority that debris on private property is a threat to public health and safety. • Documentation of legal responsibility – Baldwin County must demonstrate that it has the legal authority to enter private property and gated communities and accept the responsibility to abate all hazards, regardless of whether or not a Federal Disaster Declaration is made. (See Appendix U, House Joint Resolution Debris Removal Private Property)

If private property debris removal is authorized and considered for the County, the following documentation will be required by FEMA: • Right-of-Entry – Baldwin County must attain signed Right-of-Entry (ROE) form holding the federal government harmless from any damages caused to private property. Baldwin County may execute ROE forms prior to a disaster under the condition that the ROE does not reference a particular event or disaster number. A sample ROE form is included in Appendix H. • Photos – It is in the interest of Baldwin County to photograph conditions of private property before and after debris removal is completed. The photos will assist in the verification of address and scope-of-work on the property.

Action Plan – Section 5

• Private property debris removal assessment – The assessment will be a property specific form to establish the scope of eligible work on the property. • The assessment can be in the form of a map or work order, as long as the scope of • work can be clearly identified. • Documentation of environmental and historic review – Debris removal efforts • on private property must comply with all review requirements under 44 CFR • (specifically, parts 9 and 10).

Media Press Release The BCSW and Public Information Coordinator will work with the area newspapers, radio and television stations to provide information to citizens about the debris removal process. This information will be focused on educating citizens on the proper method of debris set-outs including information on debris segregation, distances to the curb, and what materials are prohibited. In addition, Baldwin County may also issue information on debris set-out deadlines for ROW collection. Providing this information to the public in a timely manner will ensure the rapid placement of debris along the ROW.

Milestone 2: First 2 weeks – 1 month During this period, the debris removal contractor is expected to be fully mobilized with asset configurations and sub-contractor placements dispersed to adequately and simultaneously service the entire County. Hours of operation should continue to go on seven days per week during daylight hours.

Maintain and Evaluate ROW Cleanup – Vegetative and C&D After evaluating the level of damage incurred by Baldwin County and the amount of debris generated, Baldwin County determines whether current asset configurations and contractor equipment levels are adequate, or need to be increased. Many factors may influence this decision including:

• Time of hurricane season – If the hurricane affects the community early in the hurricane season, the County should consider requesting that contractors increase assets to the recovery operation. Future storms will likely draw away from the County’s current asset levels and it is critical to increase equipment levels and • expedite debris removal deadlines. Return of evacuees – If a massive evacuation was ordered and the evacuees are slow to return to their homes, Baldwin County may consider postponing adding additional resources until the residents have more time to set out debris.

Open additional TDSRS Locations as necessary Throughout milestone 2, Baldwin County should continually re-evaluate the need to open additional TDSRS locations. The following factors impact this decision: • Capacity of existing open sites;

Action Plan – Section 5

• Drive time from remote portions of Baldwin County; • Wait time at the disposal sites; and • Average loads collected per truck/per day.

Begin ROW Sand Recovery Depending on the structural integrity of the dunes as well as the severity of the storm surge, a sand recovery operation from the Right-of-Way may be necessary for the Fort Morgan Peninsula. Upon making the determination of commencing ROW sand recovery and sifting, the debris contractor will begin to collect, haul and stage sand at designated locations. Sand collection activities must be monitored and documented. At selected staging sites, the debris contaminated sand will be processed through a 10mm screen. Screen rejected debris will be segregated and collected under normal collection procedures.

Citizen Debris Drop In addition to ROW debris removal operations, it may be necessary for citizens to drop- off vegetative, C&D debris, and HHW. Citizens can bring their debris to the Magnolia Landfill, a Municipal Solid Waste Subtitle D Landfill facility. Appendix K.

Conduct Daily Meetings with FEMA Debris Team Daily meetings with the FEMA Debris Team staff may be necessary as the scope of operation increases. These meetings will be scheduled at a regular time and place to ensure attendance. Representatives from the County and monitoring staff will be present to provide FEMA with a report on the progress of the debris removal process and identify any potential problems with the debris removal operation.

Continue Media Press Releases The BCSW and Public Information Coordinator will work with the various media outlets to release a press release on the debris removal process. This press release should focus on the progress of the debris removal operation, proper procedures for setting out and segregating debris, debris hotlines, and information on citizen drop-off stations.

Milestone 3: 1 month – 3 months This period is characterized with the return of residents, restoration of basic services and infrastructure, and the re-opening of most businesses. Baldwin County should expect the Contractor to complete a first pass of debris collection on all streets by the beginning of the third milestone. Operational hours may be reduced during this period to accommodate reduced debris density on roadways and shorter daylight hours.

Maintain and Evaluate ROW Cleanup – Vegetative and C&D Based on the progress of the debris contractors, the BCHD determines the end of the second pass period. At the end of the second pass, the contractor is generally given two to

Action Plan – Section 5

three days off in order to allow residents time to set out more material at the curbside. The BCHD will schedule meeting(s) with the contractors and FEMA to discuss: • ROW deadlines for third pass; • Potential ROE programs; • Potential Leaners/Hangers program; • Sand recovery; and • Deadlines for FEMA reimbursement.

Begin ROW Leaners/Hangers Program BCHD will determine the necessity of a right-of-way leaner and hanger debris removal program. Upon authorization by Baldwin County, a damage assessment to identify all leaners and hangers in the right-of-way along County roads will begin. The debris contractor, based on the rates specified in their contract. Prior to commencement of the operation, Baldwin County must review the contract to ensure: • Scope is consistent with disaster specific FEMA eligibility; and • Scope of work adequately covers work needed to be performed. All surveys and operations associated with the removal of leaning trees and hanging limbs must be documented and monitored closely. Baldwin County should confer with FEMA prior to beginning the operation.

Begin Sand Recovery Process from County Right-of-ways If storm surge associated with the hurricane is significant enough to displace sand from the beach, Baldwin County must estimate the quantity of sand displaced and deposited on County rights-of-ways and determine if the quantity is sufficient enough that it: • Prevents safe travel for the public and emergency response vehicles • The loss of sand from the beach area would expose the road way and neighboring properties to future storm damage • The lack of sand restoration would detrimentally affect endangered species.

Baldwin County must evaluate the cost of removing, screening, and replacing displaced sand versus purchasing new sand. The decision to restore the sand to its original location may be contingent upon economic factors including eligibility of FEMA reimbursement, and the effect on endangered species. All sand removal and beach restoration projects should be in consultation with Fish and Wildlife Services prior to commencement.

To ensure maximum FEMA reimbursement for beach restoration activities, Baldwin County must demonstrate: • the pre-storm sand placement specs are designed by an engineer (if the area is part of an engineered beach system) • the sand recovery method is the most cost-effective solution possible. • Baldwin County follows laws and ordinances regarding entry and sand removal from private property.

Action Plan – Section 5

Begin ROE Vegetative and C&D Recovery Process The BCHD, Baldwin County Commission, County Attorney, the monitoring supervisors, debris contractors, Alabama Department of Public Health and FEMA will evaluate whether Baldwin County has the legal authority to enter private property and mitigate hazards considered to be a threat to public health and welfare.

In March 2002, the Legislature of Alabama passed “AN ACT” stating the following:

“In Baldwin County, the County or any municipality or any of its respective agents, contractors, agencies or departments may access property using privately owned roads for the purposes of providing emergency services and debris cleanup when the Governor declares a state of emergency or declares any portion of Baldwin County a disaster area.”

Haul-out of Reduced Material from TDSRS to Final Disposal Site (as necessary) The debris removal contractor should be expected to begin reduction operations soon after TDSRS open. This helps ensure that an overabundance of un-reduced debris doesn’t negatively impact access and progress. The reduction rate is approximately 20:1 for burning vegetative debris and 4:1 for chipping/grinding vegetative debris. Reduced and un-reduced materials should be stored separately at the TDSRS.

Reduction operations reduce the amount of usable space at the TDSRS locations, impacting the ability of the contractor to safely dispose of additional incoming debris collected on the ROW and rendering it necessary to haul reduced material to a final disposal site.

In operating TDSRS sites, Baldwin County will ask the contractor to chip and grind vegetative debris. Burning will not be performed unless approval has been received from BCSW, County Commissioners and the Alabama Department of Environmental Management.

Possible alternatives for the reduced vegetative debris include: • Biomass facilities in surrounding areas; • International Paper in Cantonment; • Overseas energy facilities; and • Farm and/or ranch in area.

All debris haul trucks will be certified for capacity by the monitoring supervisors and placards will be issued. The monitoring staff will track and monitor all out-going loads using a haul ticket

Action Plan – Section 5

(See Appendix T) as documentation for FEMA reimbursement and invoicing. The final disposal site and percentage full load call will be applied when the haul truck arrives at the final disposal site.

Maintain Coordination with External Agencies Additional coordination meetings may be needed throughout the debris removal process between Baldwin County and other external agencies. These meetings can provide a forum for all agencies to give an update on their debris removal activities, problems with the County contractors, and estimated timelines for project completion.

Beach Scrape and Screen Process (Fort Morgan, County Water Accesses) Once authorization has been provided, Baldwin County representatives and FEMA surveyors will sample sand from areas of the beach for the presence of debris. These samples are screened and debris is documented.

If determined that debris in the sand is significant enough to be a threat to human health and safety, the contractor is authorized to commence with the scrape and screen operation. This operation involves scraping up to one foot of sand on each beach from the private property line to the mean high-water mark. This material is then screened to remove debris and the cleaned sand is placed back on the beach to bring beach elevation back to pre-scrape level. Screen rejects will be hauled off the beach as storm debris for final disposal at the landfill.

Progress to Hold Bi-weekly Meetings with FEMA Debris Team Regular meetings with the FEMA Debris Team staff will continue as the scope of operations expand. These meetings will be scheduled at a regular time and place to ensure attendance. Representatives from Baldwin County and monitoring staff will be present to provide FEMA with a report on the progress of the debris removal process and identify any potential problems with the debris removal operation.

In addition, the BCHD, BCSW, Clerk/Treasurer’s office, and monitoring staff will discuss the submission of contractor invoices to FEMA for reimbursement. Baldwin County will describe to FEMA representatives the documentation procedures of all contractor activities, provide a copy of the database of all tickets developed and filed for audits, and FEMA documentation requests.

This database will provide information for FEMA Project Worksheet generation and Baldwin County Financial Status Reports regarding invoice status, project status, and overall liquidity regarding reimbursement.

Continue Media Press Release The BCHD and Public Information Coordinator will work with the various media outlets to release a press release on the debris removal process. This press release will focus on

Action Plan – Section 5 the progress of the debris removal operation, and again stress to citizens the proper procedures for setting out and segregating debris. Information will also be provided on County information hotline and website.

Should Baldwin County initiate a ROE program, Baldwin County will issue a separate press release via the various media outlets to make citizens aware of the ROE program. The press release should detail eligibility for the program, such as: • Residency requirements; • Citations of Notices of Hazard; and • Telephone numbers to call for assistance.

Milestone 4: 3 months – Completion This is the period where all basic services have been restored and many residents and businesses are returning to their pre-storm state of affairs. While special projects may remain active for periods of several months, the bulk of the debris removal from public property is complete.

Complete all Debris Recovery Activities Baldwin County, debris contractors, and FEMA will schedule a meeting to discuss the completion of all tasks associated with the debris removal process. This meeting should focus on the deadlines and timing for the finalization of all activities in the field.

ROW Cleanup Activities – Vegetative, C&D, and Sand Baldwin County, with guidance from the FEMA debris team, will issue a deadline for all material to be out on the Right-of-Way. Material set out after this deadline will be deemed ineligible for County contractors to remove. In addition, monitoring staff along with contractors will conduct windshield surveys along all County roads to identify areas that have received the final pass by contractors. Contractors will also be required to settle with homeowners any damages to their property as a result of mechanized equipment used in the cleanup process.

Complete ROE Sand Recovery Monitoring staff and contractors will conduct site surveys to ensure that each property where sand recovery activities occurred is completed to a satisfactory level. Photos will be taken of the property and documentation noting the completion of the property will be maintained.

Complete ROE Vegetative and C&D Monitoring staff and contractors will conduct site surveys to ensure that each property where vegetative and C&D debris removal activities occurred is completed to a satisfactory level. Photos will be taken of the property and documentation noting the completion of the property will be maintained.

Action Plan – Section 5

Complete Parks and Leaners/Hangers Cleanup Monitoring staff and contractors will conduct site surveys to ensure that each park and leaner/hanger, where debris removal activities occurred, is completed to a satisfactory level. Monitors will use documentation completed during the damage assessment phase as a guide during this process. Photos will be taken of the park and documentation noting the completion of the property will be maintained.

Identification of Ineligible Debris on ROW In order to minimize funding de-obligations from FEMA, Baldwin County, through its debris monitoring staff, should proactively seek to develop a PW to fund the removal of ineligible debris piles in which the responsible party was not identified. This process will include: • Assemble a team of debris eligibility specialists to identify ineligible debris on the • ROW; • Work with the Building Department, Baldwin County Addressing and the Baldwin County District Attorney’s office to identify and fine the responsible party; • Complete due diligence in the identification of the responsible party; and • Develop a PW to fund the removal of ineligible debris piles in which the • responsible party was not identified.

Repair or Construct Berm on Beaches Beach community recovery is critical with regards to infrastructure, tourism revenue, and overall tax base revenue loss. As part of the overall beach community recovery process, Baldwin County may engage its contractors with the repair and construction of a berm on the beaches. To accomplish this, the contractors will take all screened sand (from ROW and ROE collection) to be used as the primary sand source for protective berm reconstruction. Secondary and tertiary sand sources may be required should additional sand be needed. The identification of new sand sources must be both operationally and financially feasible to recover.

A coordination meeting with contractors and Baldwin County will be held to plan the most operationally efficient method of recovering sand from offshore spoils and sand bars and replacing it on the beach. Baldwin County must put potential sand sources through vigorous QA/QC tests to ensure that sand quality adhered to all State and local ordinances. Once placed in the berm alignment county engineers will coordinate with coastal engineers to ensure that berm specifications and elevations meet quality standards.

Action Plan – Section 5

Finalization and Haul of Debris The contractors will continue with all haul activities until the debris at each TDSRS location is completely removed. Monitoring staff will coordinate the continuation and finalization of these activities until Baldwin County is satisfied that all the debris has been transported to the landfill.

Once the hauling is complete, the contractor will begin with TDSRS site remediation.

Begin and Complete Abandoned Vehicles/Vessel Recovery After a hurricane, abandoned vehicles and vessels are often overlooked and may be left on Baldwin County’s roadways and property causing a threat to the public health and safety. To mitigate these hazards throughout Baldwin County, the BCHD and BCSW should work with the debris removal monitoring staff and FEMA to removal these abandoned vehicles and vessels. The Baldwin County Attorney will make a determination of legal responsibility for the removal of vehicles and vessels, and provide the monitoring staff with a process for executing the program.

• Assess the quantity of vehicles and vessels requiring removal as a result of the • disaster event. • Upon identifying quantity of vehicles and vessels to be removed, the debris • removal monitoring staff will assist the County Attorney with providing due notice.

Begin and Complete Waterways Cleanup Waterway debris removal is technically challenging in that the reimbursement arm is often the National Resource Conservation Service. FEMA will engage an applicant with inland waterways debris removal support only after an NRCS application is rejected. Also, access to inland waterways is limited because the majority of land surrounding them is private. The following steps should be taken to mitigate hazards in the waterways:

• Complete a damage assessment for waterways within Baldwin County; • Coordinate with the debris removal monitoring staff and the entities legally • responsible for removing the debris to determine who will assume responsibility • for removing the debris; • Initiate MOUs with those entities to assume responsibility for removing debris • from waterways; and • Coordinate with the Purchasing Department to issue a RFP to perform the work based on the damage assessment of waterways. Upon awarding a contractor, the debris removal monitoring staff should monitor the removal in accordance with the contract and coordinate with the Clerk/Treasurer’s Office to seek reimbursement through FEMA and/or the Natural Resource Conservation Service (NRCS) for each waterway.

Action Plan – Section 5

Closeout and Remediate TDSRS Upon finalization of all haul activities, the debris contractor will work to bring the TDSRS back to its pre-storm condition. The contractor will use any pre-site photos taken of each facility that have been kept on file by Baldwin County.

Conduct Project Closeout Meetings with FEMA Debris Team and External Agencies As the debris recovery project draws to a close, Baldwin County will coordinate with the FEMA Debris Team to conduct a final inspection for Baldwin County. This will include, but not be limited to:

• Information on any outstanding Project Worksheets. • Certified vehicle list that includes: o Length, height, and width of each vehicle; o Vehicle ID number, tag and name of hauling firm; and o Deductions. • Daily recap worksheet by date of the PW including: o Load ticket numbers (numeric order); o Vehicle ID; o Cubic yards claimed/verified; o Road the debris was picked up; and o Copies of that day’s load tickets in numeric order. • Labor invoices per day by PW claimed for all force account labor activities. • Contract invoices to include: o Labor; o Site fees (dump sites); and o Management fees. • Consolidated list of roads that debris was picked up from for this PW. • All invoices and supporting documentation sorted by PW/Date to include any • force account labor. • Copy of all contracts, including rate schedules describing: o Cost of hauling; o Temporary storage or site management; o Cost of reduction (i.e. grinding, open burning, air-curtain incineration); o Final haul; o Disposal (if applicable); and o Site restoration.

64 deadlines for debris removal, what to do regarding ineligible debris, and the progress of the ROE program.

Appendix A DISASTER MANAGEMENT CONTACT LIST

Table A-1 Lead Agency Coordination List

NAME TITLE DEPARTMENT/DIVISION PHONE Terri Graham Director Solid Waste 251.972.6878 Kim Creech County Finance & Accounting 251.937.0303 Clerk Jessie Peacock Interim Emergency Management 251.972.6807 Director Joey Nunnally County County Highway 251.937.0371 Engineer

Table A-2 Intra-County Coordinator List

NAME TITLE DEPARTMENT/DIVISON PHONE Frank Lundy Maintenance County Highway 251.937.0371 Engineer Wesley Highway Admin. Right-of-Way 251.972-8559 Pennington Vincent George GIS Analyst County Highway 251.972-8572 Kevin Carroll Supervisor Area I Highway 251.937.0211 Bill Meyer Supervisor Area II Highway 251.972.8509 Johnny Jackson Supervisor Area III Highway 251.972.8530 David Conner Chief Counsel 251.580.1845 Wanda Gautney Purchasing Budget & Purchasing 251.580.2520 Officer County Commission 251.580.1696 Madison Steele Horticulturist County Highway 251.972-6879 Eva Cutsinger Senior Finance & Accounting 251.937.0303 Accountant 251.580.2521 Kenny McIlwain GIS Manager Communications & 251.580.2535 Information Systems 251.580.1653

Table A-3 Multi-Jurisdictional Coordination List

NAME TITLE DEPARTMENT/DIVISION PHONE Bob Wills Mayor City of Bay Minette 251.580.1619 Dayne Haygood Mayor City of Daphne 251.621.9000 Jim Hamby Mayor Town of Elberta 251.986.5995 Karin Wilson Mayor City of Fairhope 251.928.2136 John Koniar Mayor City of Foley 251.943.1545 Robert Craft Mayor City of Gulf Shores 251.968.2425 Billy Middleton Mayor Town of Loxley 251.964.5162 Ken Underwood Mayor Town of Magnolia Spring 251.965.9888 Tony Kennon Mayor City of Orange Beach 251.981.6979 Charles Murphy Mayor City of Robertsdale 251.947.8900 Timothy Wilson Mayor Town of Silverhill 251.945.5198 Mike McMillan Mayor City of Spanish Fort 251.686.4884 David Wilson Mayor Town of Summerdale 251.989.6202 Eddie Tyler Superintendent Baldwin Co School Board 251.937.0306 Vince Calmetti Regional Engineer ALDOT 251.470.8201 251.470.8299 Dianne Palmore ADEM 251.450.3400 Bill Pearson Field Supervisor US Fish & Wildlife Service 251.441.5181 FEMA REP FEMA Region IV 770.220.5200 Teresa Porter Administrator ADPH 251.937.5859 Hoss Mack/John Sheriff/Civil Sheriff 251.937.0210 Aldrich Affairs- 251.937.0202 Communications Raymond Lovell President BCFCA 251.747.2799 Johnnie Sundie General Mgr. MedStar EMS 251.943.8388 Sharon Murrill Alabama Power 251.694.2580 Kim Frank Baldwin EMC 251.989.0294 Miles McDaniel Manager/Public Riviera Utilities 251.943.5001 Relations Melody Harrison Southern Pine 251.867.5415 Johnny Ballard Foreman - Electric City of Robertsdale - Electric 251.947.1014 Scott Gilbert Director City of Robertsdale -Utilities 251.947.8951 Line Location City of Robertsdale – Utilities 251.947.1019 Steve Williams Technician (meter locations) Scott Sligh Director Utilities Fairhope Utilities 251.990.2883 Jason Padgett Utilities Director North Baldwin Utilities 251.580.1626 Johnnie Crawford Utilities Director City of Elberta 251.986.5995 Danny Lyndall Operations Mgr. Utilities Brd. City of Daphne 251.626.2628 William “BJ” Operations Clarke Mobile Gas District 251.974.5432 Eringman Supervisor

Appendix B

ONLINE RESOURCES FOR FEDERAL RULES AND REGULATIONS

Code of Federal Regulations: Title 44 – Emergency Management and Assistance http://www.access.gpo.gov/nara/cfr/waisidx_03/44cfrv1_03.html

Robert T. Stafford Disaster Relief and Emergency Assistance Act http://www.fema.gov/about/stafact.shtm

FEMA Publication 322 – Public Assistance Guide http://www.fema.gov/government/grant/pa/padocs.shtm

FEMA Publication 323 – Applicant Handbook http://www.fema.gov/government/grant/pa/padocs.shtm

FEMA Publications 325 – Debris Management Guide http://www.fema.gov/government/grant/pa/dmgtoc.shtm

Disaster Specific Guidance http://www.fema.gov/government/grant/pa/9523_14.shtm

Appendix C DEBRIS REMOVAL CONTRACTOR The following contact information is for Baldwin County’s pre-positioned debris removal contractors established through Bid:

DEBRIS REMOVAL CONTRACTOR1

Company Crowder-Gulf Joint Venture, Inc Primary Contact John Ramsay, President Phone (800)992-6207 (251)402-3677 FAX (251)654-0470 Address 5535 Business Parkway Theodore, AL 36582 Website www.crowdergulf.com Email [email protected]

SAND REMOVAL CONTRACTOR2

Company James H. Adams & Sons Construction Co., Inc. Primary Contact James H. Adams Address PO Box 11306 Chickasaw, AL 36671 Phone (251)456-1907

1 Debris Removal Contract expires May 2018 2 Sand Removal Contract expires July 2018 69

Appendix D

COMPETITIVE BID #WG18-18 Award Listing Pre-Event Debris Removal & Disposl Services for Baldwin County Commission **Estimated Item Description of Service Quantities Unit Crowder Gulf, LLC Unit Cost Total Remove Vegitative Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 0- 1 600,000 CY $7.40 15 one way miles (Note 2) $4,440,000.00 Remove Vegitative Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 16- 2 600,000 CY $7.95 30 one way miles (Note 2) $4,770,000.00 Remove Vegitative Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 31- 3 300,000 CY $8.65 60 one way miles (Note 2) $2,595,000.00 Remove Vegitative Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 4 100,000 CY $9.45 +60 one way miles (Note 2) $945,000.00 Remove C&D Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 0-15 5 200,000 CY $7.80 one way miles (Note 2) $1,560,000.00 Remove C&D Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 16-30 6 200,000 CY $8.25 one way miles (Note 2) $1,650,000.00 Remove C&D Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site 31-60 7 100,000 CY $9.00 one way miles (Note 2) $900,000.00 Remove C&D Debris from Public Property (Right-of-Way) and Hauling to Debris Management Site +60 8 50,000 CY $9.75 one way miles (Note 2) $487,500.00

9 Haul Reduced Debris from Debris Management Site to Final Disposal Site 0-15 one way miles 150,000 CY $2.98 $447,000.00 10 Haul Reduced Debris from Debris Management Site to Final Disposal Site 16-30 one way miles 150,000 CY $4.18 $627,000.00 11 Haul Reduced Debris from Debris Management Site to Final Disposal Site 31-60 one way miles 50,000 CY $4.95 $247,500.00 12 Haul Reduced Debris from Debris Management Site to Final Disposal Site +60 one way miles 50,000 CY $6.00 $300,000.00 13 Debris Management Site Supervision 1,500,000 CY $1.00 $1,500,000.00 14 Processing (Grinding) Vegetative of Debris at DMS 1,500,000 CY $2.55 $3,825,000.00 15 Processing (Open Burning) of Debris at DMS 100,000 CY $1.15 $115,000.00 16 Processing (Burning) of Debris at DMS using Air Curtain Incinerators 100,000 CY $1.90 $190,000.00 17 Hazardous Tree removal 6”-12” trunk diameter 1,000 EACH $40.00 $40,000.00 18 Hazardous Tree removal 13”- 24” trunk diameter 1,000 EACH $100.00 $100,000.00 19 Hazardous Tree removal 25”-36” trunk diameter 1,000 EACH $165.00 $165,000.00 20 Hazardous Tree removal 37”-48” trunk diameter 500 EACH $255.00 $127,500.00 21 Hazardous Tree removal > 49” trunk diameter 500 EACH $310.00 $155,000.00 22 Trees with Hazardous Limbs > 2” 2,000 EACH $82.00 $164,000.00 23 Hazardous Stumps 24" - 36" diameter 1,000 EACH $175.00 $175,000.00 24 Hazardous Stumps 37" - 48" diameter 1,000 EACH $250.00 $250,000.00 25 Hazardous Stumps + 49" diameter 500 EACH $325.00 $162,500.00 26 Stump Fill Dirt 1,000 CY $14.00 $14,000.00 27 Waterway Debris Removal 100,000 CY $95.00 $9,500,000.00 28 Vehicle Removal 20 EACH $200.00 $4,000.00 29 Vessel Removal (land) 1,000 LF $30.00 $30,000.00 30 Vessel Removal (marine) 1,000 LF $68.00 $68,000.00 31 White Good 1,000 EACH $40.00 $40,000.00 32 Freon Management 200 EACH $40.00 $8,000.00

33 Electronic Waste 1,000 EACH $38.00 $38,000.00

34 Processing (Grinding) of C&D/Mixed Debris at DMS 100,000 CY $2.45 $245,000.00 Appendix E SAMPLE PRESS RELEASES

Baldwin County Emergency Management Agency 23100 McAuliffe Drive, Robertsdale, Alabama 36567 (251) 972-6807 Fax # (251) 580-1616

______

FOR IMMEDIATE RELEASE CONTACT: Date Name EMA Director (251) 972-6807 [email protected]

Storm Debris Removal

Baldwin County, Alabama - The potential for dangerous hurricane conditions is eminent for the residents of Baldwin County. In anticipation of a large debris generating storm, residents are asked to secure all items on their property that may become damaging projectiles. Once dangerous conditions subside, emergency crews will begin to clear major roads to make them passable form emergency vehicles. After the roads have been cleared of obstructions, residents are asked to bring debris to the public ride-of-way so that debris removal contractors can begin the initial pass. If all debris is not picked up during the initial pass, please continue to place remaining debris on the right-of-way for collection on subsequent passes. County residents should make every effort to separate clean, vegetative debris (woody, burnableSAMPLE debris such as limbs and shrubbery) from construction and demolition (C & D) debris. Collection of household appliances, such as refrigerators and freezers, will be scheduled at a later time. Only debris placed on the public right-of-way will be eligible for collection until further notice. Please do not mix household garbage, tires or roof shingles with the vegetative or C & D debris. Residential debris drop-off locations will be available in designated locations around the County. You may obtain further information on sites and hours of operation by visiting the Baldwin County Emergency Management Agency website: www.baldwincountyal.gov or by calling PHONE NUMBER. All reconstruction debris (debris from rebuilding) is the responsibility of the homeowner.

Residents of Baldwin County are encouraged to stay indoors until dangerous winds have passed. Please stay tuned to the local news and reliable sources for weather information.

For more information contact the Baldwin County EMA at (251) 972-6801.

### Baldwin County Emergency Management Agency 23100 McAuliffe Drive, Robertsdale, Alabama 36567 (251) 972-6807 Fax # (251) 580-1616

______

FOR IMMEDIATE RELEASE CONTACT: Date Name EMA Director (251) 972-6807 [email protected]

Storm Debris Removal Process

Baldwin County, Alabama - Baldwin County is beginning the storm recovery process in the wake of INSERT EVENT. County residents are asked to place any storm generated debris on the public right-of-way in front of their property. Only debris that is placed on the public right-of-way is eligible for removal. Please keep vegetative debris separated from construction and demolition debris, as they will be collected separately. Please do not place bagged debris on the right-of-way. Only loose debris will be collected. Any household hazardous waste or tires resulting from the storm may be eligible for removal and should be separated at the curb. Household garbage collection will resume to its normal schedule on INSERT DATE/TIME. If all debris is not picked up during the initial pass, please continue to push remainingSAMPLE debris to the right-of-way for collection on subsequent passes. Collection of household appliances, such as refrigerators and freezers, will be scheduled at at later time.

Please check the Baldwin County website for additional information - www.baldwincoutyal.gov.

For more information contact the Baldwin County EMA at (251) 972-6801.

### Baldwin County Emergency Management Agency 23100 McAuliffe Drive, Robertsdale, Alabama 36567 (251) 972-6807 Fax # (251) 580-1616

______

FOR IMMEDIATE RELEASE CONTACT: Date Name EMA Director (251) 972-6807 [email protected]

Storm Debris Removal and Collection

Baldwin County, Alabama - Baldwin County is making preparations for the third and possibly final pass for storm debris removal in the wake of INSERT EVENT. County residents should have all storm generated debris on the public right-of-way in front of their property no later than DATE. Only debris that is placed on the public right-of-way by this date will be eligible for removal.

Please keep vegetative debris separated from construction and demolition debris, as they will be collected separately. Please do not place bagged debris on the right-of-way. Only loose debris will be collected.SAMPLE You may deposit hazardous household chemicals such as paint cans and batteries at INSERT LOCATION.

For more information contact the Baldwin County EMA at (251) 972-6801.

###

Appendix F Debris Volume Estimate Models

Baldwin County, Alabama Category 1 Hurricane

Unincorporated Population 95,083 Estimated 2014 Households = 31,694 Storm Category = Heavy Vegetation Characteristic = Medium Commercial/Industrial Density = Medium Storm Precipitation Characteristic

Q = H (C)(V)(B)(S) where:

Q= quantity of debris in cubic yards = 148,328 H= number of households = 31,694 C= storm category factor in cubic yards = 2 V= vegetation characteristic multiplier = 1.5 B= commercial/business/industrial multiplier = 1.2 S= storm precipitation characteristic multiplier = 1.3

USACE Estimates the following breakdown of debris: (Using 30% Vegetative 70% C&D) Clean Woody Debris = 44,498.38 Mixed C&D Debris = 103,829.62 Total Debris = 148,328

Baldwin County Historical Data reveals the reverse quantity breakdown: (Using 70% Vegetative and 30% C&D) Clean Woody Debris = 103,829.62 Mixed C&D Debris = 44,498.38

Total Debris - Cubic Yards = 148,328

Baldwin County, Alabama Category 2 Hurricane

Unincorporated Population 95,083 Estimated 2014 Households = 31,694 Storm Category = 2 Vegetation Characteristic = Heavy Commercial/Industrial Density = Medium Storm Precipitation Characteristic = Medium

Q = H (C)(V)(B)(S) where:

Q= quantity of debris in cubic yards = 593,312 H= number of households = 31694 C= storm category factor in cubic yards = 8 V= vegetation characteristic multiplier = 1.50 B= commercial/business/industrial multiplier = 1.20 S= storm precipitation characteristic multiplier = 1.3

(Using 30% Vegetative 70% C&D) Clean Woody Debris = 177,993.60 Mixed C&D Debris = 415,318.40 Total Debris = 593,312

(Using 70% Vegetative and 30% C&D) Clean Woody Debris = 415,318.40 Mixed C&D Debris = 177,993.60

Total Debris Cubic Yards = 593,312

Baldwin County, Alabama Category 3 Hurricane

Unincorporated Population 95,083 Estimated 2014 Households = 31,694 Storm Category = 3 Vegetation Characteristic = Heavy Commercial/Industrial Density = Medium Storm Precipitation Characteristic = Medium

Q = H (C)(V)(B)(S) where:

Q= quantity of debris in cubic yards = 1,928,263 H= number of households = 31,694 C= storm category factor in cubic yards = 26 V= vegetation characteristic multiplier = 1.50 B= commercial/business/industrial multiplier = 1.20 S= storm precipitation characteristic multiplier = 1.30

(Using 30% Vegetative 70% C&D) Clean Woody Debris = 578,478.9 Mixed C&D Debris = 1,349,784.1

(Using 70% Vegetative and 30% C&D) Clean Woody Debris = 1,349,784.1 Mixed C&D Debris = 578,478.9

Total Debris - Cubic Yards = 1,928,263

Baldwin County, Alabama Category 4 Hurricane

Unincorporated Population 95,083 Estimated 2014 Households = 31,694 Storm Category = 4 Vegetation Characteristic = Heavy Commercial/Industrial Density = Medium Storm Precipitation Characteristic = Medium

Q = H (C)(V)(B)(S) where:

Q= quantity of debris in cubic yards = 3,708,198 H= number of households = 31,694 C= storm category factor in cubic yards = 50 V= vegetation characteristic multiplier = 1.50 B= commercial/business/industrial multiplier = 1.20 S= storm precipitation characteristic multiplier = 1.30

(Using 30% Vegetative 70% C&D) Clean Woody Debris = 1,112,459.4 Mixed C&D Debris = 2,595,738.6 Total Debris = 3,708,198

(Using 70% Vegetative and 30% C&D) Clean Woody Debris = 2,595,738.6 Mixed C&D Debris = 1,112,459.4

Total Debris - Cubic Yards = 3,708,198

Baldwin County, Alabama Category 5 Hurricane

Unincorporated Population 95,083 Estimated 2014 Households = 31,694 Storm Category = 5 Vegetation Characteristic = Heavy Commercial/Industrial Density = Medium Storm Precipitation Characteristic = Medium

Q = H (C)(V)(B)(S) where:

Q= quantity of debris in cubic yards = 5,933,117 H= number of households = 31,694 C= storm category factor in cubic yards = 80 V= vegetation characteristic multiplier = 1.50 B= commercial/business/industrial multiplier = 1.20 S= storm precipitation characteristic multiplier = 1.30

(Using 30% Vegetative 70% C&D) Clean Woody Debris = 1,779,935.1 Mixed C&D Debris = 4,153,181.9 Total Debris = 5,933,117

(Using 70% Vegetative and 30% C&D) Clean Woody Debris = 4,153,181.9 Mixed C&D Debris = 1,779,935.1

Total Debris - Cubic Yards = 5,933,117

Appendix G HAZARDOUS STUMP EXTRACTION AND REMOVAL ELIGIBILITY Stump Conversion Table Diameter to Volume Capacity

The quantification of the cubic yards of debris for each size of stump in the following table was derived from FEMA field studies conducted throughout the State of Florida during the debris removal operations following Hurricanes Charley, Frances, Ivan, and Jeanne. [(Stump Diameter2 x 0.7854) x Stump Length] + [(Root Ball Diameter2 x 0.7854) x Root Ball Height] 46656

0.784 is on-fourth Pi and is a constant 46656 is used to convert inches to cubic yards (cy) and is a constant. The formula used to calculate the cubic yardage used the following factors, based upon findings in the field: • Stump diameter measured two feet up from the ground • Stump diameter to root ball diameter ratio of 1:3:6 • Root ball height of 31” Stump Cubic Stump Cubic Stump Cubic Stump Cubic Diameter Yards Diameter Yards Diameter Yards Diameter Yards (Inches) (Inches) (Inches) (Inches) 6 0.3 7 0.4 8 0.5 9 0.6 10 0.7 11 0.9 12 1 13 1.2 14 1.4 15 1.6 16 1.8 17 2.1 18 2.3 19 2.6 20 2.9 21 3.2 22 3.5 23 3.8 24 4.1 25 4.5 26 4.8 27 5.2 28 5.6 29 6 30 6.5 31 6.9 32 7.3 33 7.8 34 8.3 35 8.8 36 9.3 37 9.8 38 10.3 39 10.9 40 11.5 41 12 42 12.6 43 13.3 44 13.9 45 14.5 46 15.2 47 15.8 48 16.5 49 17.2 50 17.9 51 18.6 52 19.4 53 20.1 54 20.9 55 21.7 56 22.5 57 23.3 58 24.1 59 24.9 60 25.8 61 26.7 62 27.6 63 28.4 64 29.4 65 30.3 66 31.2 67 32.2 68 33.1 69 34.1 70 35.1 71 36.1 72 37.2 73 38.2 74 39.2 75 40.3 76 41.4 77 42.5 78 43.6 79 44.7 80 45.9 81 47 82 48.2 83 49.4 84 50.6

Appendix H SAMPLE RIGHT OF ENTRY AGREEMENT ROE Number: ______Baldwin County, Alabama I/We ______, the owner(s) of the property commonly identified as______, ______, City of ______, State of Alabama, do hereby request aid in removing debris to prevent further damage to my/our property and therefore grant and give freely and without coercion, the right of access and entry to said property Baldwin County, or the United States Government, its employees, agents, contractors, and subcontractors thereof, pursuant to all applicable laws for the purpose of removing and clearing any or all storm-generated debris of whatever nature from the above described property. It is fully understood that this permit is not an obligation to perform debris clearance. The undersigned agrees and warrants to hold harmless, Baldwin County, State of Alabama and the United States Government, their agencies, contractors, and subcontractors, for damage of any type, whatsoever, either to the above described property or persons situated thereon and hereby release, discharge and waive any action, either legal or equitable that might arise out of any activities on the above described property. The property owner(s) will mark any storm damaged sewer lines, water lines and other utility lines located on the described property. I/We (have ___, have not ___), (will ___, will not___) receive(d) any compensation for debris remova1 from any other source including SBA, NRCS, private insurance, individual and family grant program or any other public assistance program. I will report any insurance settlements made to me or my family for debris removal on this property that has been performed at government expense. I am fully aware that an individual who fraudulently or willfully misstates any fact in connections with this agreement shall be subject to a fine of not more than $10,000 or imprisoned for not more than one year or both. STRUCTURAL DEMOLITION/REMOVAL I/We (do______, do not_____) request demolition and/or removal of unsafe structures on the described property, and upon request, certify that I/we have dwelling and/or appurtenant structures located on the property that are storm damaged to the extent to be unsafe, uninhabitable and beyond reasonable repair. If Baldwin County’s debris removal program allows structural demolition and/or removal of unsafe structures by this request, I/we extend right of entry for such purpose. By this authorization I/we state all personal effects of value to me/us have been removed from the property. I/We understand that the County is not obligated to demolish or remove structures as part of the debris removal program, and that any structures that may be removed under the program are recognized to be unsafe. For the considerations and purposes set forth herein, I hereby set my hand this ______day of ______, 20______. Owner Signature: Owner Signature: ___ Printed Name: ______Printed Name: ______Address ______Telephone

______Witness (Signature/Printed Name): Address: ______

Appendix I Health and Safety Strategy Purpose The purpose of this Health and Safety Strategy is to support the existing Baldwin County Commission Injury and Illness Prevention Plan with regards to debris removal activities. These are recommended baseline safety provisions. Ultimately, health and safety is the responsibility of the contracted parties involved in debris removal activities. This document will outline some of the general steps necessary to provide a safe work environment for debris removal and monitoring employees. In addition, this document will identify some representative work hazards and the appropriate measures to reduce risk of injury.

1.0 Dissemination of Information The debris removal contractor and monitoring firm project managers will be provided with this document and will be expected to disseminate the information and guidelines to their respective personnel. A copy of the document should be available for consultation. In addition, elements of the document will be reviewed periodically during the project to increase worker awareness.

2.0 Compliance The debris removal contractor and monitoring firm project managers are responsible for health and safety compliance of their respective personnel and subcontractors. Any crews or individuals that are not compliant shall be suspended from debris removal activities until the situation is remedied. Frequent offenders of safety policies and procedures will be dismissed from the project entirely.

3.0 Job Hazard Assessment Though debris removal activities are fairly similar among events, assessing the particular hazards of each disaster is an important part of maintaining health and safety for the debris removal workers. At a minimum, the following areas of focus should be considered as part of job hazard assessment:

� Disaster Debris – Disasters that result in property damage typically generate large quantities of debris which must be collected and transported for disposal. The type of debris varies depending on the characteristics of the region (e.g. terrain, climate, dwelling and building types, population, etc.) and the debris generating event (e.g. type, event strength, duration, etc.). In addition, the disaster debris produces a host of uneven surfaces, which must be negotiated.

� Debris Removal – Often the removal of disaster debris involves working with splintered, sharp edges of vegetative or construction material debris. Many disasters involve heavy rains or flooding. Consequently, disaster debris is damp and heavier than usual. As weights increase, so does the risk of injury.

• Removal Equipment – In most disasters, debris must be removed from the public Right-of-Way (ROW) to provide access for emergency vehicles and subsequent recovery efforts. Debris collection and removal requires the use of heavy equipment and power tools to trim, separate and clear disaster debris.

• Traffic Safety – The ROW is located primarily on publicly-maintained roads. As a result, much of the debris removal process takes place in traffic of varying levels of congestion. In addition, disasters often damage road signs, challenging safety on the road.

• Wildlife Awareness – Disasters are traumatic events for people as well as wildlife. Displaced animals, reptiles and insects pose a hazard to debris removal workers.

• Debris Disposal – After disaster debris is collected it is often transported to a temporary disposal, storage and reduction site (TDSRS). Upon entry to a TDSRS, the monitoring firm will assess the volume of disaster debris being transported. The collection vehicle will then dispose of the disaster debris and the debris will be reduced either through a grinding operation or incineration. The TDSRS is a common area for injury. Response and recovery workers in this environment are more likely to be exposed to falling debris, heavy construction traffic, high noise levels, dust and airborne particles from the reduction process.

• Climate – Debris-generating disasters often occur in areas or seasons with extreme weather conditions. The effects of temperature and humidity on physical labor must be monitored, and proper work-rest intervals must be assessed.

4.0 Administrative and Engineering Controls The use of administrative and engineering controls can greatly reduce the threats to public health and safety in debris removal activities. Some common administrative and engineering controls used in the debris removal process are:

Collection Operations • Conduct debris removal operations during daylight hours only. • Limit clean-up operations to one side of the road at a time. • Limit collection work under overhead lines. • Inspect piles before using heavy equipment to remove them to ensure that there are no hazardous obstructions. • Make sure that all collection vehicles have properly functioning lights, horns and back-up alarms. • Load collection vehicles properly (not overloaded or unbalanced).

• Cover and secure loads, if necessary. • When monitoring the collection process, stay alert in traffic and use safe driving techniques.

Power Tools • Inspect all power tools before use. • Do not use damaged or defective equipment. • Use power tools for their intended purpose. • Avoid using power tools in wet areas.

Debris Reducing Machinery (Grinders/Wood Chippers) • Do not wear loose-fitting clothing. • Follow the manufacturer’s guidelines and safety instructions. • Guard the feed and discharge ports. • Do not open access doors while equipment is running. • Always chock the trailer wheels to restrict rolling. • Maintain safe distances. • Never reach into operating equipment. • Use lock out/tag out protocol when maintaining equipment.

TDSRS/Disposal Operations • Use jersey barriers and cones to properly mark traffic patterns. • Use proper flagging techniques for directing traffic. • Monitor towers must not exit into traffic and should have hand and guard rails to reduce trips and falls. • Monitor towers must have properly constructed access stairways with proper treads and risers and proper ascent angle (4:1 height/width ratio). • Monitor towers must be surrounded by jersey barriers which protect the tower and monitors from being struck by inbound or outbound collection vehicles. • Monitor towers should be located upwind from dust- and particulate generating activities. • A water truck should spray the site daily to control airborne dust and debris.

5.0 Personal Protective Equipment Personal Protective Equipment (PPE) is the last resort to providing a safe working environment for workers. PPE does not eliminate or even reduce hazards as administrative and engineering controls do. PPE works to reduce the risk of injury by creating a protective barrier between the individuals and work place hazards. Proper use of PPE includes using PPE for its intended purpose. For example, using the wrong type of respirator might expose the worker to carcinogenic particulates. Properly fitting the equipment to the user may require examination by a medical professional. PPE that does not fit well will not provide maximum protection and will decrease the likelihood of the individual continuing to use the equipment. In addition, improper use may result in serious injury or death. The proper use of the equipment is

outlined in detail in the manufacturer’s instructions. The following PPE may be applicable in standard ROW, Right-of-Entry (ROE), and vegetative and construction & demolition debris removal activities: • Head Protection – Equipment designed to provide protection for an individual’s head against hazards such as falling objects or the possibility of striking one’s head against low hanging objects. PPE used to protect the head must comply with ANSI Z89.1-1986, “American National Standard for Personnel Protection - Protective Headwear for Industrial Workers – Requirements.” • Foot Protection – Equipment designed to provide protection for an individual’s feet and toes against hazards such as falling or rolling objects, objects that may pierce the sole or upper section of the foot, etc. PPE used to protect the feet and toes must comply with ANSI Z-41-1991, “American National Standard for Personal Protection-Protective Footwear.” • Hand Protection – Equipment designed to provide protection for an individual’s hands against hazards such as sharp or abrasive surfaces. The proper hand protection necessary is dependent upon the situation and characteristics of the gloves. For instance, specific gloves would be used for protection against electrical hazards while the same gloves may not be appropriate in dealing with sharp or abrasive surfaces. • Vision/Face Protection – Equipment designed to provide protection for an individual’s eyes or face against hazards such as flying objects. PPE used to protect eyes and face must comply with ANSI Z87.1-1989, “American National Standard Practice for Occupational and Educational Eye and Face Protection.” Again, the proper eye/face protection necessary is dependent upon the situation and characteristics of the equipment. For instance, eye and face protection used by individuals who are welding may not be appropriate for individuals operating a wood chipper. • Hearing Protection – Equipment designed to provide protection for an individual’s hearing against prolonged exposure to high noise levels. According to OSHA, the permissible level of sound is an average of 90 decibels over the course of an eight (8) hour work day. Above the sound exposure level, hearing protection is required. PPE used to protect hearing must comply with ANSI S3.19-1974, “American National Standard Practice for Personal Protection-Hearing Protection.” • Respiratory Protection – Equipment designed to provide protection for an individual’s respiratory system against breathing air contaminated with hazardous gases, vapors, airborne particles, etc. PPE used to the respiratory system must comply with ANSI Z88.2-1992. In addition, the use of respiratory protection requires a qualitative fit test and in some cases a pulmonary fit test by a licensed medical professional.

6.0 PPE Debris Removal Activity PPE requirements are made based upon the results of the job hazards assessment. The following list of PPE is organized by debris removal activity and is meant to be a representative list. Specific PPE requirements vary from location to location. In

general, individuals involved in the debris removal process should personally monitor water consumption to avoid dehydration and use appropriate skin protection (breathable clothes, light colors, sunscreen, etc.). Ultimately, the selection of PPE is the responsibility of the debris removal contractor and monitoring firm project managers.

Debris Collection Monitoring The hazards of disaster debris collection monitoring include, but are not limited to: struck by vehicles, falls or trips on uneven surfaces, cuts, abrasions or punctures from vegetative or C&D sharps. PPE requirements include: • Reflective vest; • Foot protection (rugged shoes or boots, steel toe and shank if required); and • Long pants.

Debris Disposal Monitoring The hazards of disaster debris disposal monitoring include, but are not limited to: struck by or caught in/between vehicles, falls or trips on stairs or uneven surfaces, cuts, abrasions or punctures from vegetative or C&D sharps and struck by falling disaster debris. Monitor towers must be equipped with a first aid kit. PPE requirements include: • Reflective vest; • Foot protection (rugged shoes or boots, steel toe if required); • Long pants; and • Hard Hat.

The hazards of disaster debris removal include, but are not limited to: struck by vehicles, falls or trips on uneven surfaces, cuts, abrasions or punctures from vegetative or C&D sharps and airborne debris. In addition, PPE requirements include: • Reflective vest; • Vision and hearing protection; • Foot protection (rugged shoes or boots, steel toe and shank if required); and • Long pants.

Debris Disposal and Reduction The hazards of disaster debris disposal and reduction include, but are not limited to: struck by or caught in/between vehicles, falls or trips on uneven surfaces, cuts, abrasions or punctures from vegetative or C&D sharps, struck by falling disaster debris and airborne particles. PPE requirements include:

• Reflective Vest; • Foot protection (rugged shoes or boots, steel toe if required); • Vision and hearing protection; • Long pants; • Gloves; and • Hard Hat.

Debris Cutting and Trim Work The hazards of disaster debris cutting and trimming work include, but are not limited to: struck by or caught in/between vehicles, falls or trips on uneven surfaces, cuts, abrasions or punctures from power tools, vegetative or C&D sharps, struck by falling disaster debris and airborne particles. PPE requirements include: • Reflective Vest; • Hand and Foot protection (rugged shoes or boots, steel toe if required); • Vision and hearing protection • Long pants; and • Hard Hat For additional information regarding health and safety requirements, please contact OSHA.

Health and Safety Contact Information Occupational Safety & Health Administration 1-800-321-6742 Baldwin County Contact: Ken Strong, (251) 580-1874

Appendix J Debris Estimating Techniques

“US Army corps of Engineers Hurricane Debris Estimating Model”

Background • The U.S. Army Corps of Engineers (USACE) Emergency Management staff has developed a modeling methodology designed to forecast potential amounts of hurricane-generated debris. • Based on actual data from Hurricanes Frederic, Hugo and Andrew. • The estimated quantities produced by the model have a predicted accuracy of =/- 30%. • The primary factor used by the model is the number of households in a developed urban/suburban area. • Other factors utilized are: • Cubic yards of debris generated per household per storm category • Vegetative cover • Commercial density • Precipitation • Household debris includes damage to the house, contents and surrounding shrubs/trees. • Vegetative cover includes all trees and shrubbery located along public rights-of- way, parks and residential areas. • Commercial density includes debris generated by damage to businesses and industrial facilities. • Private contractors will remove the majority of commercial related debris; however, disposal/reduction space is still required. • Very wet storms will cause ground saturation, increasing tree fall.

Initial Planning Data • For planning purposes, the worst – case scenario should be used for the subject area. • The most accurate process is to determine the defined areas by using Doppler Radar (National Weather Service Broadcasts) and Geographical Information Systems (GIS). • Doppler radar will define the storm’s intensity and the exact track of the eye of the storm in relation to the affected area. • Track the storm and plot the eye path and 5-mile-wide bands out from the eye to define area and estimate wind speeds. • The wind speed of the eye wall normally determines the reported storm category with the outward or 5-mile bands being a lesser category. • Track the storm inland until the wind speeds dissipate below hurricane strength. • Divide outlined areas by storm category. • Enter coordinates into a GIS database to determine areas and demographic information such as: Population; Schools; Businesses.

• Step 1 Estimating Debris Quantities

The formula used in this model will generate debris quantity as an absolute value based on a known/estimated population or a debris quantity per square mile based upon population density per square mile:

For Example: Estimated population for unincorporated Baldwin County, AL is 95,083. P = 95,083 The assumption of 3 persons per household (H) is used for this model. Known/estimated population (P) for a jurisdiction may be used to determine A value for H or H = P/3

Example

A category 3 storm passes through Baldwin County, AL. The area is primarily single- family dwellings with some apartment complexes, schools, and shopping centers. Vegetation characteristic is heavy because of the proliferation of residential landscape shrubbery and trees throughout the area. The storm is very wet, with rain before and continuing for a few days after the hurricane.

Formula: Q = H (C) (V) (B) (S)

H = P/3 = 95,083 = 31,694 (3 person per household)

C = 26 (Factor for a Category 3 storm)

V = 1.5 (Multiplier for heavy vegetation)

B = 1.2 (Multiplier for Medium commercial due to schools / stores/apartments)

S =1.3 (Multiplier for wet storm event)

Then Q =31,694 x 26 x 1.5 x 1.20 x 1.30 = 1,928,283.24 cubic yards of debris or 1.9 million cy

The Model Formula: Q = H (C)(V)(B)(S) Where Q is the quantity of debris in cubic yards H is the number of households C is the storm category factor in cubic yards V is the vegetation characteristic multiplier B is the commercial / business/industrial use multiplier S is the storm precipitation characteristic multiplier.

C is the storm category factor as shown below. It express debris quantity in cubic yards (cy) per household by hurricane category and includes the house and its contents, and land foliage.

Hurricane Category Value for “C” Factor 1 2 cy 2 8 cy 3 26 cy 4 50 cy 5 80 cy

V is the vegetation multiplier as shown below. It acts to increase the quantity of debris by adding vegetation, including shrubbery and trees, on public rights –of –ways.

Vegetative Cover Value of “V” Multiplier Light 1.0 Medium 1.2 Heavy 1.3

B is the multiplier that takes into account areas that are not solely single-family residential, but includes small retail stores, schools, apartments, shopping centers, and light industrial/manufacturing facilities. Built into this multiplier is the offsetting commercial insurance requirement for owner/operator salvage operations.

Commercial Density Value of “B” Multiplier Light 1.0 Medium 1.2 Heavy 1.3

S is the precipitation multiplier that takes into account either a “wet” or “dry” storm event. A “wet” storm for category 3 or greater storms will generate more vegetative debris due to the uprooting of complete trees.

Precipitation Characteristic Value of “S” Multiplier None to Light 1.0 Medium to Heavy 1.3

Step 2 – Debris Storage Site Requirements

• Estimate debris pile stack height of 10 feet • 60 % usage of land area to provide for roads, safety buffers, burn pits and household hazardous waste.

1 acre (ac) = 4,840 square yards (sy) 10 foot stack height = 3.33 yards (y) Total volume per acre = 4,840 sy/ac x 3.33y = 16,117 cy/ac

From the example above, the acreage required for debris reduction site is: 7,000,000 / 16,117 cy/ac = 434 acres (required for debris storage only, no buffers, etc.)

To provide for roads and buffers, the acreage must be increased by a factor of 1.66

434 ac x 1.66 = 720 acres or, since on square mile (sm) = 640 acres 720ac/640 as / sm = 1.12 sm.

• If you assume a 100 acre storage site can be cycled every 45 to 60 days or one time during the recovery period, then 720/2 = 360 ac or four 100 acre sites would be required.

The number of sites varies with:

* Size * Distance from Source * Speed or reduction (mixed debris is slower than clean woody debris) * Removal Urgency

Step 3 – Categories of Debris

Debris removed will consist of two broad categories: • Clean wood Debris • Construction and demolition (C & D) debris.

The clean wood debris will come early in the removal process as residents and local governments clear yards and rights of way.

The Debris removal mission can be facilitated if debris is segregated as much as possible at the origin along the right-of-way, according to type.

The public should be informed regarding debris segregation as soon as possible after the storm.

Most common hurricane – generated debris will consist of the following:

30% Clean woody 70% Mixed C & D

It is estimated that burning will produce 95% volume reduction and chipping and grinding will reduce debris volume by 75 % or a 4 to 1 ratio (4 cy is reduced to 1 cy). The rate of burning is basically equal to the rate of chipping / grinding, about 200 cy /hr. However, chipping requires on-site storage and disposal of the chips / mulch.

Note: Appendix C information was taken from FEMA Publication 325

General: Initial quantity estimates are difficult to make due to a number of factors; type, magnitude, and geographical location of the disaster; geographical extent of the debris; the types and mix of debris, and the difficulties in gaining access to the affected area. It is important, however, to make as accurate an estimate as possible and refine the estimate as work continues.

Become familiar with the general results of various types of disasters. Hurricanes, and tornadoes can produce large quantities of yard waste and construction materials scattered over a large area. Floods create large amounts of debris that may be buried in silt.

To assist in estimating debris, ensure the necessary equipment is available, including: • Digital camera or Disposable cameras) • 100 ft. tape measure or roll off wheel • Calculator, notepad, sketchpad • Maps of the area • Aerial photographs – before and after disaster shots • Dedicated vehicles • Mobile communications

Debris estimating can be expedited by dividing the community into sectors or zones based on any of the following:

Types of debris; woody, mixed or construction material Location of debris; residential, commercial or industrial Land use; rural or urban

Reminders: The following reminders may be of assistance when performing debris estimates:

• Debris in these areas will eventually move to the curb. • Wet storms will produce more personal property debris if roofs are blown away. • Look for hanging debris such as broken limbs after an ice storm. • Flood – deposited sediment may be compacted in place. Volume may increase as debris is picked up and moved. • Using aerial photographs in combination with ground measurements will help determine if there are any voids in the middle of large debris piles. • Treat debris piles as a cube, not a cone, when performing estimates.

Estimating Aids:

Building: The following information will assist you in determining the amount of debris from destroyed buildings and mobile homes:

One Story House Formula: L’ x W’ x 8’ = ______cubic yards x 0.33 = _____ cubic yards of debris (the 0.33 factor accounts for the “air space” in the house)

The table below can be used to estimate debris quantities for a totally destroyed typical home. A vegetative debris multiplier is also included.

Amount of personal property (as debris) from average flooded residence without a basement: 25 - 30 cy. Amount of personal property (as debris) from average flooded residence with a basement: 45 – 50 cy

Vegetative Cover Multiplier Typical House None Light Medium Heavy (Square Feet) (1.1) (1.3) (1.5) 100 SF 98 cy 107 cy 127 cy 147 cy 1200 SF 118 cy 129 cy 153 cy 177 cy 1400 SF 137 cy 150 cy 178cy 205 cy 1600 SF 155 cy 170 cy 201 cy 232 cy 1800 SF 175 cy 192 cy 228 cy 263 cy 2000 SF 195 cy 215 cy 254 cy 293 cy 2200 SF 215 cy 237 cy 280 cy 323 cy 2400 SF 255 cy 259 cy 306 cy 353 cy 2600 SF 255 cy 280 cy 332 cy 383 cy

Single wide mobile home = 290 cy of debris Double wide mobile home = 415 cy of debris

Rule of Thumb:  15 trees, 8 inches in diameter = 40 cy (average)  Root system (8’ – 10’ diameter) = Requires one flatbed trailer to move  To convert cubic yards of Construction and Demolition (C & D) debris to tons, divide by 2)  To convert tons of C & D to cubic yards, multiply by 2  27 cubic feet = 1 cubic yard  One mile = 5280 feet or 1760 yards  8 cubic yards of vegetative debris = 1 ton  To convert cubic yards of woody debris to tons, divide by 4*  To convert tons of woody debris to cubic yards, multiply by 4* (Factors to convert woody debris from cubic yards to tons, and vice versa, is considered a good average for mixed debris, developed by USACE)

Debris composition for hurricanes: As a general statement, hurricanes are the biggest debris generators of all disasters. For planning purposes, it is recommended to have an estimate of the composition of the debris expected from a hurricane. There is no exact composition data; the mix from Hurricane Andrew in Florida was generally 30% clean woody debris and 70% construction and demolition debris. After Hurricane Ivan in Baldwin County, Alabama the mix was reversed – clean woody debris was 70%. Look closely at the areas impacted by the hurricane before projecting the mix. One type of debris that has a fairly consistent composition is mixed construction and demolition debris. A good average for that mix is:

42% Burnable – requires sorting (there may be issues that prohibit burning construction debris) 5 % Soil 15% Metals 37% Landfill

Reduction Rates: Burning: 90-95% Chipping and Grinding: 75% (May vary depending on the type of wood to be chipped)

Tub Grinders have production rates ranging from 160 to 340 cubic yards per hour for brush and yard waste. Check production rates for specific equipment being used.

Appendix K TDSRS MAPS and PERMITS

Appendix L Debris Zone Map

Appendix M DEBRIS MANAGEMENT CHECKLISTS Normal Operations Checklist Establish Pre-positioned Contracts • Debris Hauler • Debris Monitor • Emergency Roadway Clearing (Optional) Review and Update Road List Review and Update Contact List Review and Update TDSRS Locations Review and Update Relevant Ordinances Review and Update Memorandums of Understanding Monitor and Evaluate Disposal Capacity at Landfills Review and Update Debris Management Plan Annual Media Press Releases Completed By: ______Date Completed: ______

DEBRIS MANAGEMENT CHECKLISTS

Increased Readiness Checklist Download Most Recent Road List and Relevant Documents to a CD Alert Key Personnel Review Plan with Key Personnel Pre-event Media Press Release Alert Debris Contactors and Place on Standby Completed By: ______Date Completed: ______

Response Phase Checklist Conduct Damage Assessment Begin Emergency Roadway Debris Clearance Activate Debris Removal Contractors – Establish Contractor Boundaries Prepare TDSRS Locations Based on Concentration of Debris Conduct Meetings/Briefings with Key Personnel Review Debris Volume and Collection Cost Assessment Request Contact Information and Meeting with FEMA Public Assistance Officer. Issue Media Press Release Completed By: ______Date Completed: ______

DEBRIS MANAGEMENT CHECKLISTS

Recovery Phase Checklist: 2 Days – 2 Weeks Monitoring Function (Secure Monitors) Begin Truck Certification Initiation of TDSRS Operations Prioritize Roads/Areas Issue Press Release on Segregation of Vegetative, C&D, and HHW Begin ROW Cleanup – Vegetative Begin ROW Cleanup – C&D Begin ROW Cleanup – Household Hazardous Waste Begin ROW Cleanup – White Goods Begin Parks Cleanup Coordinate with External Agencies Initiate Discussions with FEMA Debris Team Obtain FEMA Guidance for Gated Community and Private Property Debris Removal Issue Media Press Release Completed By: ______Date Completed: ______

Recovery Phase Checklist: 2 Weeks – 1 Month Maintain and Evaluate ROW Cleanup – Vegetative and C&D Open Additional TDSRS Locations (as necessary) Begin ROW Sand Recovery Open Citizen Drop-off Stations Conduct Daily Meetings with FEMA Debris Team Begin Processing Contractor Invoices Continue Media Press Release Completed By: ______Date Completed: ______

Recovery Phase Checklist: 1 Month – 3 Months Maintain and Evaluate ROW Cleanup – Vegetative and C&D Begin ROW Leaners/Hangers Program Begin ROE Sand Recovery Process Begin ROE Vegetative and C&D Recovery Process Initiate Haul Out of Reduced Material from TDSRS to Final Disposal Site (as necessary) Maintain Coordination with External Agencies Begin Beach Scrape and Screen Process Progress to Bi-weekly Meetings with FEMA Debris Team Continue Media Press Releases Completed By: ______Date Completed: ______

DEBRIS MANAGEMENT CHECKLISTS

Recovery Phase Checklist: 3 Months – Project Completion

Complete all Debris Recovery Activities ROW Cleanup Activities – Vegetative, C&D, and Sand Complete ROE Sand Recovery Complete ROE Vegetative and C&D Complete Parks and Leaners/Hangers Cleanup Identification of Ineligible Debris on ROW Repair or Reconstruct Berms on Beaches Finalization of Haul Out of Debris Begin and Complete Abandoned Vehicles/Vessel Recovery Begin and Complete Waterways Cleanup Closeout and Remediate TDSRS Locations Conduct Project Closeout Meetings with FEMA Debris Team and External Agencies Continue Media Press Releases Completed By: ______Date Completed: ______

Appendix N Primary Road Clearing Routes, MAP and Critical Facilities

PRIMARY COUNTY ROADS FOR CLEARING/EVACUATION County Road 10 (Hwy 59 to I-65) Foley Beach Express (Toll Plaza to CR 12) County Road 27 (Hwy 98 to Hwy 181) County Road 20 (Hwy 59 to CR 83) County Road 83 (CR 20 to CR 32) County Road 64 (CR 13 to I-10) County Road 87 (CR 98 to Hwy 112) County Road 12 (Hwy 59 to CR 65) County Road 65 (CR County Road 10 to Hwy 98) County Road 32 (Scenic 98 to CR 95) County Road 47 (Hwy 31 Perdido to I-65 Exit 37) Scenic 98 (CR 1 to Nelson Rd) (Fly Creek -Red Gully) County Road 138 (Hwy 225 to Hwy 59) County Road 49 (CR 10 to Hwy 98) (Hwy 104 to CR 54) County Road 55 (CR 98 to Hwy 59) D ‘Olive Street (Bay Minette to Hwy 225) County Road 9 (Hwy 98 to CR 48) County Road 26 (CR 49 to Hwy 59) Cowpen Creek Road (CR 87 to Patterson Rd) Patterson Rd (Cowpen to CR 64) County Road 99 (CR 91 to End) County Road 24 (CR 9 to Hwy 59) County Road 64 (Hwy 112 to I-10) County Road 61 (CR 31 to Hwy 112) County Road 96 (Hwy 59 to CR 47) Hwy 112 (All)

PRIMARY STATE HIGHWAYS FOR CLEARING/EVACUATION I-10, I-65 Hwy 59 (Hwy 182 to I-10) (1-10 to I-65) Hwy 180 (All) Hwy 182 (All) Hwy 161 Hwy 225 (Hwy 31 to I-65) Hwy 98 (Lillian to I-10) Hwy 31 (Spanish Fort to Perdido)

Appendix O Federal Aid System Roads Map

Appendix P County Maintained Roads Lists

See next page. ****This list is subject to change throughout the year. ***

100

Road_Name City_Commu Road_Distr Comm_Distr Description Length Type_Surfa PATRICKS LANDING RD BAY MINETTE 100 1 1.500 A HAUPT RD ELBERTA 300 4 FISHTRAP TO BAYOU RD 0.380 A BAY SHORE DR JOSEPHINE 300 4 FISH TRAP RD TO BAYOU DR 0.540 A COLDWATER DR FOLEY 300 4 ELIZABETH DR S-FALLEN TREE CT 0.090 A HIRS PL FOLEY 300 4 ELIZABETH DR S 0.120 A HOPPES DR E FOLEY 300 4 NORTH OFF CNTY RD 10 0.280 A HOPPES DR FOLEY 300 4 NORTH OF COUNTY RD 10 0.220 A CLAREMONT DR FOLEY 300 4 EAST OFF HELTON DR 0.480 A SIMMONS DR FOLEY 300 4 LOOPS NORTH OFF COUNTY RD 10 0.650 A RIVERWOOD DR FOLEY 300 4 BETWEEN KELLER RD & COUNTY RD 10 0.670 A BON VIEW RD FOLEY 300 4 0.500 U CURTIS DR BAY MINETTE 100 1 EAST OFF STATE 225 TO EOM 0.250 A CIPRIANO CT FAIRHOPE 200 2 GREENO 0.060 A ASSUNTA CT FAIRHOPE 200 2 US HWY 98 TO END 0.060 A LAKE RD BAY MINETTE 100 1 0.110 A CLIFFS LANDING RD BAY MINETTE 100 1 2.060 A BLAKELEY OAKS DR N SPANISH FORT 100 1 Blakeley Oaks Subdivision 2 & 3 (August 21, 2003) 0.370 A BLAKELEY OAKS DR S SPANISH FORT 100 1 Blakeley Oaks Subdivision 2 & 3 (August 21, 2003) 0.310 A ALAMO CIR FOLEY 300 4 SOUTH OFF RICHARD CHILDRESS LN 0.160 A COOPERS LANDING RD FOLEY 300 4 0.210 A MARTIN LN FAIRHOPE 200 2 98 TO END OF PAVEMENT 0.380 A ALLEN RD FAIRHOPE 200 2 4TH ST TO RAMSEY RD 0.120 A COOPERS LANDING RD W FOLEY 300 4 SOUTH OFF COUNTY RD 10 0.240 A BLAKELEY OAKS CT SPANISH FORT 100 1 Blakeley Oaks Subdivision 1 (September 3, 1991) 0.080 A OAK DR FOLEY 300 4 RIVERWOOD DR E TO CO RD 10 0.250 A RIVERWOOD DR E FOLEY 300 4 SOUTH OFF COUNTY RD 10 0.350 A FRITH RD FOLEY 300 4 BETWEEN CNTY RD 10 & CALDWELL LN 0.260 U COUNTY RD 65 FOLEY 300 4 From US 98 s to Steel Dr 5.270 A RABBIT RUN FAIRHOPE 200 2 0.340 A MONK RD FAIRHOPE 200 2 COUNTY RD 3-GREENO RD 0.760 A GRAHAM ST FAIRHOPE 200 2 3RD ST TO U S HWY 98 0.120 A RIVERWOOD DR W FOLEY 300 4 SOUTH OFF COUNTY RD 10 0.360 A RIVERVIEW LN FOLEY 300 4 RIVERWOOD DR W TO END 0.060 A NORTH LAKE DR SPANISH FORT 100 1 HAMRIC LN N TO E.O.M. 0.380 A HELTON DR FOLEY 300 4 From County Rd 10 to Keller Rd 0.500 A WILKINS CREEK CT SPANISH FORT 100 1 HAMRIC LN S 0.200 A BROMLEY LN BAY MINETTE 100 1 0.490 A FOREST PARK DR MONTROSE 200 2 E MAIN ST 0.100 A FRANKLIN RD FOLEY 300 4 0.320 A MILITARY BRIDGE DR SPANISH FORT 100 1 STATE HWY 225 0.220 A CADET DR SPANISH FORT 100 1 STATE HWY 225 0.200 A TAYLOR ST FAIRHOPE 200 2 0.270 A MAUREEN CIR SPANISH FORT 100 2 0.300 A CHAPMAN ST FAIRHOPE 200 2 EAST OFF MAIN ST 0.140 A ADAMS ST FAIRHOPE 200 2 MAIN ST TO 2ND ST 0.130 A WOLF FIELD RD ELBERTA 300 4 1.010 U SPRING BRANCH RD ELBERTA 300 4 NORTH OFF JOSEPHINE DR 1.430 A RODNEY STYRON LN FOLEY 300 4 S OFF CNTY RD 10 0.220 U KEY HOLE RD ELBERTA 300 4 SPRING BRANCH RD 0.100 A WOOD ACRES RD FAIRHOPE 200 2 EAST OFF COUNTY RD 3 0.410 A DAIRY RD FAIRHOPE 200 2 0.990 A AUTREY LN DAPHNE 200 2 NEWMAN RD TO END 0.090 A RIVER RD BAY MINETTE 100 1 ST HWY 225 TO SP 0.580 A GABEL ST FAIRHOPE 200 2 MAIN ST TO U S HWY 98 0.370 A MCINTYRE ST FAIRHOPE 200 2 MAIN ST 0.140 A MARBLE CT GULF SHORES 300 4 0.130 A MANSKOW LN GULF SHORES 300 4 CNTY RD 8 TO PINE ACRES 0.140 A VAIL LN FOLEY 300 4 0.090 A BLAKELEY RD SPANISH FORT 100 1 225 TO WILLIAMS RD 0.670 A BAYOU LN ELBERTA 300 4 COUNTY RD 95 TO END 0.110 U HURRICANE RD BAY MINETTE 100 1 2.700 A PINEY WOODS RD FOLEY 300 4 FROM COOK RD TO MAYWOOD LN 0.450 U BEACH SHORE DR GULF SHORES 300 4 BETWEEN SEA SHELL DR & GULF WAY DR 0.440 A N WINDING BROOK DR DAPHNE 200 2 MAIN ST TO BAY SHORE DR 0.380 A RIVER PL GULF SHORES 300 4 SOUTH OFF COUNTY RD 8 0.350 A SEA SHELL DR GULF SHORES 300 4 GULF WAY DR 0.510 A PALMETTO DR FORT MORGAN 300 4 BETWEEN GULF VIEW DR & GULF WAY DR 0.510 A WASP LN FAIRHOPE 200 2 ANTIOCK CHURCH RD SOUTH 0.080 U MAYWOOD LN FOLEY 300 4 0.100 U COUNTY RD 19 FOLEY 300 4 49S to COUNTY RD 16 1.500 A COUNTY RD 49 TO CARVER RD MOLSBEE RD BON SECOUR 300 4 0.250 A DOWNS RD FOLEY 300 4 COUNTY RD 49 S 0.370 A CHARME RD BON SECOUR 300 4 0.490 A COOK RD FOLEY 300 4 1.460 A WILLOWBRIDGE DR FAIRHOPE 200 2 POLO RIDGE BLVD 0.980 A ANTIOCH CHURCH RD SOUTH FAIRHOPE 200 2 COUNTY RD 32 TO EOP @ WASP LN 0.090 A HENSHAW RD FAIRHOPE 200 2 EAST OFF TWIN BEECH RD S 0.140 A RICH RD FAIRHOPE 200 2 TWIN BEECH RD S 0.140 A HAWTHORNE LN FAIRHOPE 200 2 TWIN BEECH RD S 0.150 A GRASS RD FAIRHOPE 200 2 0.350 A CLOVERLEAF LANDING RD BAY MINETTE 100 1 FROM 225 TO EOM 1.600 A OLD MARLOW RD FAIRHOPE 200 2 FROM SCENIC HWY 98 TO COUNTY RD 32 0.440 A NELSON DR FAIRHOPE 200 2 SCENIC HWY 98 to LIBERTY RD 0.440 A SAWGRASS CIR GULF SHORES 300 4 Morgantown Subdivision 0.140 A SOUTH SEA CIR GULF SHORES 300 4 0.130 A SAWGRASS DR GULF SHORES 300 4 Morgantown Subdivision 0.500 A MOLSBEE RD BON SECOUR 300 4 KENNEDY RD TO COUNTY RD 49 0.510 A COUNTY RD 19 FOLEY 300 4 0.510 U PONDER RD FAIRHOPE 200 2 0.380 A RUTHERFORD LN ROBERTSDALE 200 3 NIMS FORK RD 0.500 U HERITAGE CIR BON SECOUR 300 4 OUT AND BACK INTO EAST SIDE HERITAGE DR 0.390 A COLEMAN RD PERDIDO 100 1 LOTTIE RD TO END OF PAVEMENT 0.810 A PIZARRO AV GULF SHORES 300 4 0.500 A BON SECOUR HWY BON SECOUR 300 4 RIVER RD-COUNTY RD 10 2.370 A BEACH BLVD GULF SHORES 300 4 EAST WEST OFF CORTEZ ST 0.740 A ROSCOE RD FOLEY 300 4 BROWN LN to 695' s of Philomene Holmes Blvd 3.480 A GENO RD 300 4 SOUTH OFF COTTON CREEK DR 0.350 A GULF WIND CT GULF SHORES 300 4 0.270 A LINTON LN FOLEY 300 4 12S-ONLY WEST SIDE COUNTY MAINTAINED 0.210 A FIRST AV LOXLEY 200 3 Loxley Town Limits - Cabinet Shop Rd 0.510 U SEA OATS DR GULF SHORES 300 4 0.120 A MUSCOGEE RD GULF SHORES 300 4 0.150 A CHOCTOW RD GULF SHORES 300 4 0.180 A OAKDALE DR ROBERTSDALE 200 3 64 TO BBE 0.580 A PONCE DE LEON CT GULF SHORES 300 4 Aka Beach Dr\Area 300 1.890 A GASQUE LN GULF SHORES 300 4 N OFF STATE HWY 180 0.120 A DOGWOOD LN BAY MINETTE 100 1 STATE HWY 59 0.210 A JAYCEE RD BAY MINETTE 100 1 1.260 A CHEROKEE RD GULF SHORES 300 4 0.090 A SECTION ST S FAIRHOPE 200 2 SECTION ST TO FAIRHOPE CTY LIMITS 0.080 A MORGANTOWN BLVD GULF SHORES 300 4 BETWEEN ST HWY 180 & SAWGRASS DR 0.280 A CORTEZ ST GULF SHORES 300 4 0.200 A PARADISE LN GULF SHORES 300 4 Morgantown Subdivision 0.040 A TRIPLE TAIL LN GULF SHORES 300 4 0.140 A PONTOON LN GULF SHORES 300 4 0.120 A PECAN DR FAIRHOPE 200 2 EAST OFF ST 181 0.500 A VACATION LN GULF SHORES 300 4 0.100 A GULF WAY DR GULF SHORES 300 4 0.380 A ANDERSON ST GULF SHORES 300 4 Completed July 2005 0.110 A 3 MILE RD GULF SHORES 300 4 Completed July 2005 0.130 A OUR RD GULF SHORES 300 4 STATE HWY 180 0.230 A EBB TIDE LN GULF SHORES 300 4 0.150 A BEACON LN GULF SHORES 300 4 SOUTH OFF STATE HWY 180 0.160 A VETERANS RD GULF SHORES 300 4 0.640 A BERNARD CT E GULF SHORES 300 4 Completed July 2005 0.180 A BERNARD CT W GULF SHORES 300 4 Completed July 2005 0.190 A BUCHANAN CT W GULF SHORES 300 4 0.200 A BUCHANAN CT E GULF SHORES 300 4 0.200 A SUNRISE DR BAY MINETTE 100 1 0.230 A ANN AV BAY MINETTE 100 1 RED HILL RD TO END 0.250 A BLACK & GRIFFIN RD LOXLEY 200 3 S MAGNOLIA ST 0.440 A LEE AV BAY MINETTE 100 1 0.630 A CUMBERLAND RD ROBERTSDALE 200 3 0.520 A SHADY LN BAY MINETTE 100 1 EAST OFF STATE 59 TO EOM 0.220 A HARPER'S FERRY LN DAPHNE 200 2 0.070 A DOGWOOD AV DAPHNE 200 2 0.060 A FALCON LN ROBERTSDALE 200 3 NORTH OFF US 90 TO EOM 0.080 A RYAN CT DAPHNE 200 2 HARPER'S FERRY LN 0.080 A WICKER WAY DAPHNE 200 2 EAST WEST OFF NORTH END OF DOGWOOD AV 0.210 A SHILOH DR DAPHNE 200 2 0.230 A RICHMOND RD DAPHNE 200 2 LOOPS EAST OFF ROBBINS BLVD BACK AROUND 0.760 A ORLEANS WAY DAPHNE 200 2 0.180 A GEORGIA AV DAPHNE 200 2 0.120 A GENEVA DR DAPHNE 200 2 0.300 A GAMBLERS GAP DAPHNE 200 2 0.090 A CHARLOTTE CT DAPHNE 200 2 0.140 A BLACK OAK WAY DAPHNE 200 2 Plantation Hills Subdivision 0.290 A ASBURY HILL RD DAPHNE 200 2 ROBBINS BLVD 0.210 A APPOMATOX DR DAPHNE 200 2 Plantation Hills Subdivision 0.490 A GENERAL CANBY DR SPANISH FORT 100 2 0.860 A PATRICE TRACE SPANISH FT 100 2 SPECKLE TROUT RT 0.140 A JESSIE RD SPANISH FORT 100 2 0.400 A CRICKET LN BAY MINETTE 100 1 0.330 A BUGLE RETREAT SPANISH FORT 100 2 0.190 A BENS BLUFF SPANISH FORT 100 2 0.030 A ARMADILLO RUN SPANISH FORT 100 2 SPECKLE TROUT RT 0.040 A AMANDA LN SPANISH FORT 100 2 0.090 A ADMIRAL FARRAGUT WAY SPANISH FORT 100 2 0.180 A YUPON RD EXT FOLEY 300 4 YUPON RD 0.310 A BOYKIN CT N GULF SHORES 300 4 0.130 A BOYKIN CT S GULF SHORES 300 4 Completed July 2005 0.240 A ROBBINS BLVD DAPHNE 200 2 U S HWY 90 1.860 A STEELWOOD DR W LOXLEY 100 3 AL 59 TO STEELWOOD DR E 0.210 A SELLERS LN BAY MINETTE 100 1 JAYCEE RD 0.150 A BLAKELEY OAKS BLVD 100 1 STATE HWY 225-BLAKELEY OAKS DR N 0.160 A U S HWY 98 FAIRHOPE 200 2 SCENIC HWY 98 TO GREENO RD 1.560 A HARWELL CT DAPHNE 200 2 BOSBYSHELL AV 0.050 A ST JOHNS LN FOLEY 300 4 0.130 A JOHN LITTLE RD BAY MINETTE 100 1 COUNTY RD 39 0.130 A CHARLIE HODGES RD BAY MINETTE 100 1 0.430 A QUINLEY RD BAY MINETTE 100 1 1.000 A TILLMAN LN FOLEY 300 4 S OFF COUNTY RD 26 0.190 A THOMPSON RD STOCKTON 100 1 0.200 A SASSAMAN CT DAPHNE 200 2 AUSTIN RD 0.150 A MARIAN DR STOCKTON 100 1 0.130 A LARRY STREET RD DAPHNE 200 2 RIGSBY RD-COUNTY RD 54 W 0.500 A SWIFT CHURCH RD N FOLEY 300 4 BETWEEN SWIFT CHURCH RD -DOC MCDUFFIE RD 0.500 A PATTERSON LN ELBERTA 300 4 NORTH OFF DAW RD 0.950 A GRANTHAM RD FOLEY 300 4 26 - Hartung Rd 1.010 U CUB LN FOLEY 300 4 WOLF CREEK DR 0.280 A MCKENZIE RD FAIRHOPE 200 2 1.040 A BELFOREST CEMETERY RD DAPHNE 200 2 CR 54 - Austin Rd. 0.500 A KENNETH LEE LN ELBERTA 300 4 NORTH OFF KREHLING RD TO EOM 0.130 A MOHR LN ELBERTA 300 4 SOUTH OFF KREHLING RD 0.100 A BEAULIEU LN LILLIAN 300 4 CARRIER DR E 0.110 A CRENSHAW LN BAY MINETTE 100 1 COUNTY RD 39 0.100 A CLEARVIEW LN BAY MINETTE 100 1 0.230 A OLD HIGHWAY 31 SPANISH FORT 100 2 1.390 A VERNANT CHURCH RD FOLEY 300 4 0.130 A PECK THOMPSON RD BAY MINETTE 100 1 WEST OFF STATE 59 TO EOM 0.480 A CROSBY RD STOCKTON 100 1 STATE HWY 59 0.210 A DOGWOOD DR STOCKTON 100 1 STATE HWY 59-WIDTH VARIES (NARROW) 0.800 A KELSEY CT DAPHNE 200 2 ANNABELLE LN 0.050 A MAY TOWER RD STOCKTON 100 1 BETWEEN ST HWY 59 TO RABON RD 6.630 A DURANT RD BAY MINETTE 100 1 0.510 A LONGVIEW DR W FOLEY 300 4 WEST OF LONGVIEW DR 0.500 A WILLIAMS PL STOCKTON 100 1 OFF CANAAN RD 0.100 A WOODMERE DR FAIRHOPE 200 2 0.250 A WILLIS RD FOLEY 300 4 0.270 A WEEKS RD FOLEY 300 4 BAY RD E-LAURENT RD 1.000 A ROUTE RD LILLIAN 300 4 CARRIER DR SOUTH TO EOM 0.480 U PINEVIEW DR W FOLEY 300 4 0.190 A PINEVIEW DR FOLEY 300 4 BETWEE MIFLIN RD & PINEVIEW LN 0.200 A LONGVIEW DR FOLEY 300 4 NORTH OFF MIFLIN RD 0.440 A JOHN BLOCH RD ELBERTA 300 4 1.520 A HARTUNG RD FOLEY 300 4 BETWEEN NORRIS LN & GRANTHAM RD 1.510 U COLEMAN LN ELBERTA 300 4 NORTH OFF MIFLIN RD 1.490 A BOYNTON RD ELBERTA 300 4 0.220 A WINDMILL RD FAIRHOPE 200 2 181 to end of Maintenance 0.510 A PLANTATION DR DAPHNE 200 2 STATE HWY 181 0.330 A LANDSDOWN DR DAPHNE 200 2 STATE HWY181 0.220 A HIGBEE RD FAIRHOPE 200 2 EAST OFF 181 FOR 1.76 MILES 1.760 U CANAL CIR FAIRHOPE 200 2 BAY HAVEN DR 0.440 A BAYOU CIR FAIRHOPE 200 2 MARY ANN BEACH RD 0.220 A BAYHAVEN DR FAIRHOPE 200 2 MARY ANN BEACH RD 0.320 A BAYHAVEN CIR FAIRHOPE 200 2 MARY ANN BEACH RD 0.320 A OLD STAGE RD STOCKTON 100 1 BETWEEN ST HWY 59 & MAY TOWER RD 1.160 A MCMILLAN RD STOCKTON 100 1 EAST OFF ST HWY 59 1.190 A BAY RD W FOLEY 300 4 WEST OFF VERNANT PARK RD 2.060 A BAKER RD STOCKTON 100 1 OFF CANAAN RD E 0.200 A GLOVER CT FAIRHOPE 200 2 0.090 A COX LN STOCKTON 100 1 WEST OFF 59 TO EOM 0.320 A MERRITT CT FAIRHOPE 200 2 0.110 A SOMMERSET DR DAPHNE 200 2 STATE HWY 181 0.190 A NIX LN FAIRHOPE 200 2 0.190 A SCARBOROUGH LN BAY MINETTE 100 1 STATE HWY 225-RUNS EAST SOUTH OF I-65 0.790 A TERRACE DR FAIRHOPE 200 2 SILVERWOOD DR TO STATE 181 0.280 A LIVE OAK RD STOCKTON 100 1 STATE HWY 59 END OF MAINT IN PARK 2.990 A WIDGEON CT DAPHNE 200 2 TEALWOOD DR 0.110 A PINTAIL CT DAPHNE 200 2 0.080 A HARVEY LN STOCKTON 100 1 COUNTY RD 21 0.200 A BEACH RD FOLEY 300 4 BAY RD S-END 0.360 A WATKINS DR FAIRHOPE 200 2 MAGELLAN BLVD 0.350 A SILAS HOLMES RD BAY MINETTE 100 1 0.310 A CZAR CT FAIRHOPE 200 2 0.110 A CORTEZ AV FAIRHOPE 200 2 MAGELLAN BLVD 0.090 A COLUMBUS AV FAIRHOPE 200 2 MAGELLAN BLVD 0.090 A SOLES LN SPANISH FORT 100 2 STAGECOACH RD 0.140 A SILVERWOOD DR FAIRHOPE 200 2 STATE 181 TO HOLBROOK CT 0.470 A STUCKI RD ELBERTA 300 4 2.530 A GRANT RD FAIRHOPE 200 2 WEST OFF LAWRENCE RD 0.230 A HELTON RD STOCKTON 100 1 0.220 A COTTAGE HILL RD BAY MINETTE 100 1 0.630 A PILGRIM DR ELBERTA 300 4 COUNTY RD 20 0.190 A COUNTY RD 138 BAY MINETTE 100 1 STATE HWY 225 to Bay Minette City Limits 5.150 A JOHN HALL LN FOLEY 300 4 0.520 A VALOR DR FAIRHOPE 200 2 NOBLEMAN DR 0.020 A GREEN JORDAN RD BAY MINETTE 100 1 225 0.900 A JUDGE CIR STOCKTON 100 1 OFF AND LOOPS IN BRYANTS LANDING RD 0.350 A COURAGE DR FAIRHOPE 200 2 NOBLEMAN DR 0.040 A SABLE CT DAPHNE 200 2 COLLIER LOOP 0.090 A CHAMBERLAIN PASS DAPHNE 200 2 0.210 A CHAMBERLAIN LN DAPHNE 200 2 0.210 A BAY RD S FOLEY 300 4 SOUTH OFF BEACH RD 0.280 A BINGHAM ST ELBERTA 300 4 COUNTY RD 20 0.210 A BARNER RD FOLEY 300 4 COUNTY RD 26 TO END MAINT 0.500 A ROLAND GODWIN RD BAY MINETTE 100 1 STATE HWY 225 0.270 A BAYOU RD LILLIAN 300 4 COUNTY RD 99 0.280 A MAGNOLIA LN LILLIAN 300 4 0.100 A AMELIA LN STOCKTON 100 1 COUNTY RD 21 TO END OF MAINTENANCE 0.270 A CENTER RD STOCKTON 100 1 0.380 A JACKSON CIR DAPHNE 200 2 COUNTY RD 64 0.220 A CHASEWOOD PL SPANISH FORT 100 2 0.190 A GREENLEAF DR SPANISH FORT 100 2 BUZBEE RD TO EOP 2ND CUL-D-SAC 0.270 A HARVEST RDG FAIRHOPE 200 2 ORCHARD LN 0.070 A LENA LN 100 1 N VAUGHN CIR 0.050 A MERRITT LN DAPHNE 200 2 COUNTY RD 13 0.070 A ALEXIS CT SPANISH FORT 100 2 OFF BUZBEE RD 0.110 A BROOKSHIRE LOOP DAPHNE 200 2 EAST OFF CO RD 13 0.350 A SOLDIER CREEK RD LILLIAN 300 4 1.580 A WOODLAND DR ELBERTA 300 4 SOUTH OFF COUNTY RD 20 0.540 A VERNANT PARK RD FOLEY 300 4 CR 26 12S-BENTON 2.000 A SHERMAN RD FOLEY 300 4 COUNTY RD 12 S to BAY RD E & WEEKS RD 1.010 U NORRIS LN FOLEY 300 4 .18 MILES SOUTH OF CR 12 TO LAURENT RD 2.200 U KAISER DR FOLEY 300 4 NORTH OF 12 E & W 1.240 U JAMES RD FOLEY 300 4 COUNTY RD 12 S 1.000 A HICKORY ST S FOLEY 300 4 BETWEEN COUNTY RD 20 & COUNTY RD 12 S 1.010 A CLARKE RIDGE RD FOLEY 300 4 BETWEEN MIFLIN RD & COUNTY RD 12 S 1.460 A PLEASANT RD DAPHNE 200 2 AL 181 - CR 13 1.000 A PARKER LN DAPHNE 200 2 CR 13 - End 0.250 A MOSLEY RD FAIRHOPE 200 2 AL 181 - CR 13 1.000 A FEATHER TR FAIRHOPE 200 2 0.180 A COUNTY RD 64 Daphne 200 2 East of AL ST HWY 181 for 2.07 miles 2.070 A SPRINGWAY CT SPANISH FORT 100 2 BUZBEE RD 0.080 A JAMES LN STOCKTON 100 1 0.330 A HUBBARD LANDING RD STOCKTON 100 1 2.100 A ALPINE CT SPANISH FORT 100 2 BUZBEE RD TO END 0.070 A GLOVER LN DAPHNE 200 2 COUNTY RD 13 0.100 A HILLSIDE CIR W FOLEY 300 4 COUNTY RD 12 S-HILLSIDE ESTATES 0.220 A CARPENTER LN BAY MINETTE 100 1 0.270 A MARLIN ST BAY MINETTE 100 1 STATE HWY 225 0.260 A KNIGHT LN DAPHNE 200 2 COUNTY RD 13 0.140 A COUNTY RD 99 LILLIAN 300 4 US 98 TO CR 91 (SOUTH OS US 98) 4.950 A HILLSIDE CIR E FOLEY 300 4 COUNTY RD 12 S-HILLSIDE ESTATES 0.210 A GRYDER ST FOLEY 300 4 BETWEEN COUNTY RD 12 S & SHANNON'S MILL RD 0.210 A CAITLIN ST FOLEY 300 4 BETWEEN COUNTY RD 12 S & SHANNON'S MILL RD 0.210 A RED FISH PT RD LILLIAN 300 4 S OFF RANDOLF AV 0.170 A NEUMANN DR ELBERTA 300 4 1.480 A BAPTIST CAMP RD ELBERTA 300 4 SOUTH OFF COUNTY RD 20 TO BAY HARBOR RD 1.150 A WINTER SPRING LN FAIRHOPE 200 2 0.250 A PARLIAMENT CIR DAPHNE 200 2 Chamberlain Trace Subdivision 0.630 A OLD MOBILE RD SPANISH FORT 100 2 0.730 A CLEMMONS LN BAY MINETTE 100 1 EAST OFF STATE 225 TO EOM 0.340 A PATTERSON PATH LILLIAN 300 4 AT END OF COUNTY RD 91 0.150 A SHANNON'S MILL RD FOLEY 300 4 COUNTY RD 12 S 0.420 A D'OLIVE RD Spanish Fort 100 2 HARRUB LN to Begin of Dirt 0.310 A NELSON LN MAGNOLIA SPRINGS300 4 NOLTE CREEK DR TO CO RD 26 0.310 A JAMES RD FOLEY 300 4 Maint. begins 380 south of County Rd 12 S 0.500 A WHITEHOUSE FORK RD EXT BAY MINETTE 100 1 WHITEHOUSE FORK RD(CHASTANG)-225 5.370 A COUNTY RD 91 LILLIAN 300 4 GARDNER RD TO END 8.370 A JONESBORO RD DAPHNE 200 2 BETWEEN POLLARD RD-FRIENDSHIP RD 0.250 A BERTHA CLEVELAND RD BAY MINETTE 100 1 STATE HWY 225 1.000 A GARDENIA CT DAPHNE 200 2 WEST OFF EDGEWOOD DR 0.110 A STAUTER CT BAY MINETTE 100 1 0.040 A EDGEWOOD DR DAPHNE 200 2 COUNTY RD 64 0.200 A BAY HARBOR RD ELBERTA 300 4 BAPTIST CAMP RD TO END OF MAINT. 0.640 A GULF BEACH LN GULF SHORES 300 4 0.260 A SHERMAN RD FOLEY 300 4 CR 12 TO CR 16 1.000 A ROY WATERS RD FOLEY 300 4 FROM END OF PAVEMENT NORTH TO NORRIS LN 1.760 U NALL RD FOLEY 300 4 1.000 A BENTON RD FOLEY 300 4 COUNTY RD 12 S 0.750 A WALTON RD DAPHNE 200 2 WEST OFF POLLARD RD 0.190 A DYER RD FAIRHOPE 200 2 98 TO ROLLING OAKS DR 0.550 A CHARLEY BOOTHE RD FAIRHOPE 200 2 END OF 18' TO EOM 0.430 A NAULTY LN FAIRHOPE 200 2 WEST OFF GREENO RD(ST HWY 59) TO EOM 0.130 A MOYE LN FOLEY 300 4 0.240 A HOOKS RD BAY MINETTE 100 1 0.810 A GREENO LN FAIRHOPE 200 2 WEST OFF US 98 TO INGLESIDE AV 0.250 A JOHNSON LN FOLEY 300 4 0.220 A GROVE LN BAY MINETTE 100 1 JAYCEE RD 0.080 A N WENZEL RD FOLEY 300 4 AKA COUNTY RD 16 0.270 A WAGONER RD FAIRHOPE 200 2 WEST OFF GREENO RD 0.260 A NELSON LN GULF SHORES 300 4 BUCHANAN PL TO EOP 0.080 A SNARR RD SUMMERDALE 200 3 0.500 U RUE ROYAL SILVERHILL 200 3 0.120 A CEDAR ST LOXLEY 200 3 0.120 A STYX RIVER RD STAPLETON 100 1 STATE HWY 59 2.810 A COUNTY RD 66 LOXLEY 200 3 COUNTY RD 66 N TO LOXLEY CITY LIMITS 1.920 A KICHLER CIR W ELBERTA 300 4 1.000 A MILLER PIT RD SUMMERDALE 300 3 0.200 A MCGUIRE RD STOCKTON 100 1 WEST OFF STATE 59 TO EOM 0.140 A CHARTRES ST FOLEY 300 4 MANSION ST 0.070 A MILLER LN SUMMERDALE 300 3 0.470 U LEATHERBURY RD LOXLEY 200 3 0.480 A FINLEY LN STAPLETON 100 1 0.120 A STONE ST STAPLETON 100 1 0.110 A RYLAND ST STAPLETON 100 1 STATE HWY 59 0.380 A LILAC LN STAPLETON 100 1 0.120 A COUNTY RD 54 SILVERHILL-ROBERTSDALE200 3 Fish River (District 2 & 3 line) to County 65 4.530 A WOODHAVEN DAIRY RD E SUMMERDALE 300 3 1.600 A SARTORIS CT FOLEY 300 4 SOUTH OFF MANSION ST 0.270 A PENDIX RD SUMMERDALE 300 3 0.380 A OLD COUNTY RD 32 SUMMERDALE 300 3 EAST OFF COUNTY RD 9 0.130 A AZALEA ST LILLIAN 300 4 NORTH OFF BOYKIN BLVD TO EOM 0.110 A COUNTY RD 3 FAIRHOPE 200 2 CO RD 24 to CO RD 13 2.770 A CEDAR ST LILLIAN 300 4 BOYKIN BLVD 0.140 U WALNUT ST LOXLEY 200 3 COUNTY RD 66 N 0.120 A BAUGHMAN RD SILVERHILL 200 3 LACEY RD TO BOHEMIAN HALL RD 0.510 A COUNTY RD 83 ELBERTA 300 4 CNTY RD 32 TO KICHLER CIR S 3.540 A RAY-GARDNER LN FOLEY 300 4 ENGEL LN TO END 0.300 U ETTA SMITH RD SUMMERDALE 300 3 0.210 U 2ND ST LILLIAN 300 4 Boykin Blvd - Kee St 0.120 A CRIPPLE CREEK LN LILLIAN 300 4 0.250 A COUNTY RD 28 SUMMERDALE 300 3 FROM COUNTY RD 9 TO COUNTY RD 28 S 7.950 A MORIAH DR MAGNOLIA SPRINGS300 4 LEXINGTON DR 0.270 A SOUTHWORTH RD SUMMERDALE 300 4 0.470 A MILLS RD FOLEY 300 4 NORTH OFF SANDY RIDGE RD 0.260 A POWELL LN LILLIAN 300 4 NORTH OFF US 98 TO EOM 0.260 A POINTER DR W FOLEY 300 4 BEASLEY RD 0.280 A NORRIS LN FOLEY 300 4 BEASLEY RD TO UNDERWOOD RD 1.510 U LYMON LN FOLEY 300 4 NORTH OFF SANDY RIDGE RD 0.420 A ETTA SMITH RD SUMMERDALE 300 3 CR 32 TO END OF PAVEMENT 0.190 A COUNTY RD 93 LILLIAN 300 4 BETWEEN U S HWY 98 & BISHOP TRC 2.510 A CONCORD DR W LILLIAN 300 4 BARCLAY AV 0.150 A WHITE RD SILVERHILL 200 3 0.510 A SHERWOOD HIGHLAND RD FAIRHOPE 200 2 1.330 A ANGIE DR FOLEY 300 4 NORTH OFF SANDY RIDGE RD TO END 0.370 A KELLER RD FAIRHOPE 200 2 CR 11 NORTH TO END 0.900 A J B WILLIAMS RD LOXLEY 200 3 0.250 A GREENO RD FAIRHOPE 200 2 98 to 0.500 A CHRIS HIRES RD FAIRHOPE 200 2 SOUTH OF US 98 TO EOM 0.260 A GRAY LN BAY MINETTE 100 1 EAST OFF WHITEHOUSE FORK RD 0.160 A GANDY RD BAY MINETTE 100 1 HWY 59 TO END OF MAINT 0.270 A JOE HALL RD BAY MINETTE 100 1 BEN STEWART RD-PINE TREAT RD 2.160 U SINGLETON LN SUMMERDALE 300 4 0.060 A MILLBROOK CT SUMMERDALE 300 4 0.050 A COVENTRY CT SUMMERDALE 300 4 0.050 A CHEELEY'S CT SUMMERDALE 300 4 0.080 A HOPPER RD SUMMERDALE 300 4 0.080 A BAY RD E FOLEY 300 4 VERNANT PARK RD TO MAGNOLIA SPRINGS HWY 2.140 U HONEY RD EXT SUMMERDALE 300 3 0.100 A GROVES RD SUMMERDALE 300 3 BETWEEN COUNTY RD 9 & RIVER DR 0.210 A 4TH ST LILLIAN 300 4 MCDONALD AV TO BOYKIN BLVD 0.370 A SANTA BARBARA ST LILLIAN 300 4 0.190 A UNDERWOOD RD FOLEY 300 4 F CR 9-to City Limits 1345' west of STATE HWY 59 7.050 A DIXIE RD FAIRHOPE 200 2 NORTH OFF TIMNEY DR 0.170 A MAGGIE IKNER RD LOXLEY 200 3 0.090 A TRIDENT GUM LN FOLEY 300 4 SWEET GUM BLVD 0.060 A GLADIOLA LN FOLEY 300 4 SOUTH OFF ISLAND DR 0.160 A FRANK MEANS RD BAY MINETTE 100 1 0.090 A JOE CARTER RD BAY MINETTE 100 1 WHITEHOUSE FORK RD 0.290 A WOODHAVEN DAIRY RD W SUMMERDALE 300 3 COUNTY RD 9 0.810 A FISH RIVER RD FOLEY 300 4 N OFF U S HWY 98 1.260 A LILLIE DAY LN BAY MINETTE 100 1 0.150 A SADDLEBROOK CIR FAIRHOPE 200 2 DOMINION DR 0.510 A MILLINES LN ELBERTA 300 4 SOUTH OF US 98 TO EOM 0.210 A CLOPTON RD N BAY MINETTE 100 1 Runs N from Clopton Rd 0.190 A HEIDELBERG DR 300 3 BETWEEN EAST RIVER RD S & COUNTY RD 9 0.550 A LIBRARY ST LILLIAN 300 4 FROM WIDELL AV TO ICKLER AV N 0.130 A LEONA CT STAPLETON 100 1 SPRING RD N 0.200 A CLOPTON RD BAY MINETTE 100 1 NORTH OFF WHITEHOUSE FORK RD 0.130 A 6TH ST LILLIAN 300 4 BETWEEN U S HWY 98 & BOYKIN BLVD 0.670 A NORRIS PL FOLEY 300 4 0.340 U HUNTERS CHASE FOLEY 300 4 98 TO BEASLEY RD 0.520 A WILSEY LN LILLIAN 300 4 ZUZU LN 0.080 A ST FRANCIS ST S LILLIAN 300 4 SOUTH OFF U S HWY 98 0.240 A SCHINDLER LN FOLEY 300 4 0.310 U SANTA PIEDRO ST LILLIAN 300 4 BETWEEN BARCLAY AV & ROSALIA AV 0.500 A MAGNOLIA BLVD FOLEY 300 4 BETWEEN HIGHLAND CIR & U S HWY 98 0.080 A HILLCREST DR ELBERTA 300 4 1.340 U COUNTY RD 49 LOXLEY 300 4 US HWY 98 to COUNTY RD 28 4.020 A BODENHAMER RD FOLEY 300 4 North off US Hwy 98 0.400 A THREE MILE CREEK RD LOXLEY 200 2 HILLARD JENKINS RD 1.190 A ROY HENDERSON LN FAIRHOPE 200 2 0.380 A DOMINION DR FAIRHOPE 200 2 BETWEEN U S HWY 98 & MARY ANN BEACH RD 1.030 A TANNER LN BAY MINETTE 100 1 0.330 A HILLCREST RD LILLIAN 300 4 0.500 U RIVER CREEK DR FAIRHOPE 200 2 FERRY RD TO COUNTY RD 33 1.000 A 5TH AV MAGNOLIA SPRINGS300 4 OFF CNTY RD 26 0.260 U LYTER LN FAIRHOPE 200 2 S OFF COUNTY RD 11 0.550 A 3RD AV FOLEY 300 4 MULLET LN TO COLLINS LN 0.250 U JAPONICA ST FAIRHOPE 200 2 FROM 6TH AV TO EOM 0.080 A OLD MARLOW RD MAGNOLIA SPRINGS300 4 GATES AV TO US HWY 98 0.170 A RAYMOND MELTON RD STAPLETON 100 1 COUNTY RD 39 0.300 A DEER ACRES LN ELBERTA 300 4 S OFF U S HWY 98 0.740 A CONDON RD LILLIAN 300 4 COUNTY RD 99-NORTH 0.090 A MORNING DEW ST FOLEY 300 4 MCLEOD BLVD 0.190 A ELMWOOD CT STAPLETON 100 1 0.200 A COMALANDER RD FAIRHOPE 200 2 COMMALANDR RD N TO END 0.220 A ROBERT LANE DR FOLEY 300 4 Maintenance begins 370' s of US 98 0.180 U MOON GLOW ST FOLEY 300 4 MCLEOD BLVD 0.190 A AIRPORT RD BAY MINETTE 100 1 W 7TH ST TO END OF MAINTENANCE 0.790 A OLD PLACE RD STAPLETON 100 1 COUNTY RD 39 0.100 A OSBORNE DR FOLEY 300 4 0.370 U WHITEHOUSE LN BAY MINETTE 100 1 0.100 A HICKORY HOLLOW LN BAY MINETTE 100 1 0.100 A TALL PINE RD BAY MINETTE 100 1 BETWEEN D'OLIVE ST & COUNTY RD 138 1.950 A APLIN RD BAY MINETTE 100 1 COUNTY RD 40 TO END 0.150 U CONDON RD LILLIAN 300 4 COUNTY RD 99-SOUTH 0.100 A COUNTY RD 64 LOXLEY 200 3 FISH RIVER (DIST 2 & 3 LINE)-LOXLEY CITY LIMITS 3.880 A FERNWOOD DR W FOLEY 300 4 Maintnenance begin 288' s of US HWY 98 to EOM 0.330 A LABRADORS RUN FOLEY 300 4 POINTER DR W 0.390 A SANDY CREEK DR FOLEY 300 4 98 0.500 U CHARLIE HEAD RD STAPLETON 100 1 W OFF COUNTY RD 39 to SOUTHFORK TR 0.460 A KENNER RD FOLEY 300 4 WEST OFF JOHN HALL LN 0.260 A MYRTLE ST FAIRHOPE 200 2 RIVERPARK RD TO RIVER 0.600 A MEADOW RD FAIRHOPE 200 2 RIVER PARK RD-FERRY RD 0.750 A MANDRELL LN FAIRHOPE 200 2 RIVER PARK RD-COUNTY RD 32 0.300 A KELLER RD FAIRHOPE 200 2 COUNTY RD 11 SOUTH TO END 0.880 A COMALANDER RD FAIRHOPE 200 2 COUNTY RD 33 TO COMALANDER RD N 0.130 A CLAY CITY RD FAIRHOPE 200 2 CR 33 0.960 A BOONE LN FAIRHOPE 200 2 EAST OFF CR 33 0.650 A FISH RIVER ACRES CIR FOLEY 300 4 ISLAND DR 0.410 A DOUGLAS LN 300 4 SOUTH OFF COUNTY RD 26 0.220 A BALDWIN LN FAIRHOPE 200 2 EAST OFF COUNTY RD 33 0.230 A BARNES RD BAY MINETTE 100 1 Single purpose road (Tall Pine Rd - End) (complete 0.290 A A D RIDER RD BAY MINETTE 100 1 OFF WHITEHOUSE FORK RD 0.250 A UNION TOWN RD STOCKTON 100 1 BOATYARD RD 0.870 A STROH RD SPANISH FORT 100 2 0.690 A DONALD RD BAY MINETTE 100 1 0.300 A BENDER RD FOLEY 300 4 North off US 98 0.930 U YELLOWHAMMER CT DAPHNE 200 2 CANEY CREEK DR 0.110 A HEATHER DELL LN FOLEY 300 4 0.200 A CANEY CREEK DR DAPHNE 200 2 0.430 A CANEY CREEK DR N DAPHNE 200 2 0.030 A YUPON RD FOLEY 300 4 BETWEEN U S HWY 98-YUPON RD EXT 0.900 A COUNCIL LN GULF SHORES 300 4 0.220 A DOGWOOD DELLS CIR FOLEY 300 4 0.500 A MAPLE CT DAPHNE 200 2 0.030 A LILLY WILSON LN BAY MINETTE 100 1 WILLIE EARL BUCK RD 0.190 A COUNTY RD 87 SUMMERDALE 300 4 TWIN BRANCH LN TO COUNTY RD 32(DIST 3 & 4) 6.050 A BREMAN RD ELBERTA 300 4 FEELY RD TO COUNTY RD 26 0.510 U LISA CT FAIRHOPE 200 2 0.100 A DANNY HALL RD STOCKTON 100 1 2.790 A AUSTIN LN SPANISH FORT 100 2 JESSIE RD TO END OF MAINT. 0.200 A RED HILL RD EXT BAY MINETTE 100 1 RED HILL RD to EOP 1.180 A COUNCIL LN GULF SHORES 300 4 0.240 A LAWRENCE RD FAIRHOPE 200 2 LAWRENCE RD EXT,GAP 1.850 A BARIN FIELD RD FOLEY 300 4 From 190 ft south of US 98 SOUTH TO END OF MAINT. 0.970 A BRENDA RD FAIRHOPE 200 2 0.160 A ALFRED WHITE RD BAY MINETTE 100 1 Single purpose road (April 3, 2005, Dist 1 Hwy Co 0.200 A RED BARN RD FAIRHOPE 200 2 WEST OFF RED BARN RD & GUNNISON RD 0.170 A MAGNOLIA CREEK DR FOLEY 300 4 UNDERWOOD RD TO COUNTY RD 65 0.680 A BELIZE RIVER ST FAIRHOPE 200 2 COUNTY RD 48 TO CADENA CREEK AVE 0.220 A COUNTY RD 26 MAGNOLIA SPRINGS300 4 WEEKS BAY TO MAGNOLIA SPRINGS HWY 4.270 A HALCYON LOOP DAPHNE 200 2 NORTH OFF ST IVES CT 0.790 A TUNSTALL RD STOCKTON 100 1 0.290 A ST IVES CT DAPHNE 200 2 HALCYON LOOP 0.260 A BRUSHWOOD LN STOCKTON 100 1 ST LUKE CHURCH RD 0.100 A HOLLY CT DAPHNE 200 2 0.040 A LAKE CIR DAPHNE 200 2 E OFF BAY BANCH DR 0.150 A MOCKINGBIRD LN FAIRHOPE 200 2 0.820 A WEEKS RD FOLEY 300 4 0.500 U ROSE RD ELBERTA 300 4 SOUTH OFF COUNTY RD 87 TO EOM 0.260 U POSER RD FOLEY 300 4 BREWER RD TO CHAROLIAS RD 1.000 U MELISSA LN LILLIAN 300 4 OFF PICKENS AVE 0.080 A ARTWOOD RD FOLEY 300 4 SOUTH OFF DOC MCDUFFIE RD 0.250 A WREN AV FAIRHOPE 200 2 0.270 A THISTLE RD FAIRHOPE 200 2 DANNE RD 0.220 A ROSA CT FAIRHOPE 200 2 Danne Rd. - End 0.230 A ROBIN RD FAIRHOPE 200 2 0.280 A OLIVE CT FAIRHOPE 200 2 0.210 A LARRY STREET RD DAPHNE 200 2 COUNTY RD 54 W EAST TO EOM 0.110 A LARK AV FAIRHOPE 200 2 BETWEEN SHERWOOD HIGHLAND RD & QUAIL DR 0.260 A HOLLAWAY LN DAPHNE 200 2 SINGLE PURPOSE ROAD 0.280 A GARRETT RD DAPHNE 200 2 COUNTY RD 54 W-COUNTY RD 54 E 0.500 A COUNTY RD 54 SILVERHILL 200 2 COUNTY RD 54 W to Fish River (District 2 & 3 line) 3.130 A MULLET LN FOLEY 300 4 0.130 U OLD GANEY RD STOCKTON 100 1 BETWEEN ST HWY 59 & RABUN RD 8.920 A BROUGHTON RD STOCKTON 100 1 EAST OFF STATE 59 TO EOM 0.250 A S PICKENS AV LILLIAN 300 4 0.110 A COUNTY RD 83 SUMMERDALE 300 3 CR 32-CR36 2.010 A COUNTY RD 34 S SUMMERDALE 300 3 TED LYSEK RD TO ST HWY 59 1.540 A CHAROLAIS RD FOLEY 300 4 FROM GRANTHAM RD TO S HICKORY ST 2.010 A BRITT LN BON SECOUR 300 4 SINGLE PURPOSE ROAD 0.090 A ZUNDEL RD FAIRHOPE 200 2 0.130 U SECTION ST FAIRHOPE 200 2 CR 32 - SECTION ST SOUTH 2.230 A KINGWAY RD SEMINOLE 200 3 KINGS LANDING RD 0.220 U DRISKELL RD LOXLEY 200 3 FRITO LAY RD TO CONWAY RD 0.500 U DEVINE RD LOXLEY 200 3 RAWLS-COUNTY RD 65 1.010 U W A HOBBS RD BAY MINETTE 100 1 0.260 A SLASH PINE RUN GULF SHORES 300 4 SKIFF LN 0.060 A COUNT CT FAIRHOPE 200 2 0.040 A EARL OVERSTREET RD BAY MINETTE 100 1 0.100 U SOUTHERN HEIR DR BON SECOUR 300 4 HERITAGE DR 0.060 A CARDINAL DR BAY MINETTE 100 1 0.120 A CUMBIE RD LITTLE RIVER 100 1 0.400 A LEA CIR FAIRHOPE 200 2 COUNTY RD 32 0.150 A BUCHANAN PL GULF SHORES 300 4 COUNTY RD 6 0.110 A RIVER RD BON SECOUR 300 4 BON SECOUR HWY 0.500 A HEARTLAND CIR ROBERTSDALE 200 3 COUNTY RD 54 0.290 A PROVENCHER RD FAIRHOPE 200 2 COUNTY RD 32 0.140 A HINOTE GLASS RD LOXLEY 200 3 STATE HWY 59-COUNTY RD 65 1.310 U J B LN FAIRHOPE 200 2 S OFF COUNTY RD 32 0.140 A D Z GROVES RD SUMMERDALE 300 3 0.160 A CALLOWAY DR FAIRHOPE 200 2 S OFF COUNTY RD 32 0.340 A RIDGE LINE DR BAY MINETTE 100 1 0.150 A LOWER LAC CT BAY MINETTE 100 1 0.090 A VANILLA DR FOLEY 300 4 SUGAR LOOP 0.140 A HORSESHOE BEND LOXLEY 200 3 0.890 A BEE GUM RD BAY MINETTE 100 1 Single purpose road (completed March 22, 2004) 0.300 A PINE GROVE RD EXT S PINE GROVE 100 1 PINE GROVE RD EXT N TO DOGWOOD FORK RD 0.400 A SUGAR LOOP FOLEY 300 4 SWEET GUM BLVD 0.600 A MOSLEY RD STAPLETON 100 1 END OF FULL WIDTH TO END OF MAINTENANCE 0.700 A DAWSON RD LOXLEY 200 3 US 90 - End 0.710 A WITT RD BON SECOUR 300 4 0.200 A SWEET GUM BLVD FOLEY 300 4 COUNTY RD 55 0.230 A KOPTIS LN SUMMERDALE 300 4 0.240 A ENGEL LN FOLEY 300 4 COUNTY RD 55 0.410 A COUNTY RD 10 FOLEY 300 4 CR 19 TO 650' WEST OFSTATE HWY 59 3.410 A BOGLE LN FOLEY 300 4 Single purpose road 0.330 A BEASLEY RD 300 4 COUNTY RD 55 EAST TO EOM 0.380 U BARNARD RD SUMMERDALE 300 3 South 32 0.750 U GEORGE HADLEY RD BAY MINETTE 100 1 OLD GANEY RD 0.120 A GAINESWOOD DR N FAIRHOPE 200 2 0.140 A STACEY RD BAY MINETTE 100 1 0.130 A GAINESWOOD DR S FAIRHOPE 200 2 0.120 A AVENT LN FOLEY 300 4 COUNTY RD 55 0.140 A N LAKE DR BAY MINETTE 100 1 CARDINAL DR TO END 0.150 A KNOLL DR BAY MINETTE 100 1 EASLEY LN 0.080 A ABSALOM ST FOLEY 300 4 MANSION ST 0.200 A CLOVER LN BAY MINETTE 100 1 OAK LN 0.100 A HOLBROOK CT FAIRHOPE 200 2 SILVERWOOD DR TO ENDS 0.080 A SAVOY CT FAIRHOPE 200 2 SILVERWOOD DR TO END 0.050 A FERRY RD FAIRHOPE 200 2 SOUTH OFF CNTY RD 32 0.890 A PINE GROVE RD EXT S BAY MINETTE 100 1 Perkins Place - Pine Grove Rd Ext North 0.350 U HONEY RD SUMMERDALE 300 3 WEST OFF COUNTY RD 9 0.480 A FAULKNER RD BAY MINETTE 100 1 FROM END OF REG PAV TO END OF MAINT 0.140 A SETTER CIR FOLEY 300 4 LABRADORS RUN 0.090 A POINTER DR FOLEY 300 4 COUNTY RD 55 0.360 A COUNTY RD 9 SUMMERDALE 300 3 HEIDELBERG DR(AREA 200 LINE TO DISTRICT 4) 3.150 A DEAN CEMETERY RD BAY MINETTE 100 1 0.220 A WEST INDIGO LOOP SUMMERDALE 300 3 0.320 A SIENA ST SUMMERDALE 300 3 BETWEEN CORAL AVE & CORAL AVE 0.350 A SHERMAN RD FOLEY 300 3 1.010 U RIVER DR SUMMERDALE 300 3 GROVES TO END 0.140 A NEWMAN RD SUMMERDALE 300 3 CO RD 55 TO END OF MAINTENANCE 0.390 U LONG RD SUMMERDALE 300 3 1.010 A JOHN BAUER RD SUMMERDALE 300 3 1.010 U EAST INDIGO LOOP SUMMERDALE 300 3 NORTH OFF COUNTY RD 28 0.460 A S LAKE DR BAY MINETTE 100 1 0.180 A DAUGHTERY RD BON SECOUR 300 4 0.130 A COUNTY RD 34 SUMMERDALE 300 3 COUNTY RD 55- PAUL PAUL CLEVERDON RD 2.000 A THOMPSON RD LOXLEY 200 3 COUNTY RD 55-STATE HWY 59 1.510 A COUNTY RD 52 ROBERTSDALE 200 3 COUNTY RD 55 TO HAUGE ST 1.510 A BLACK DEVINE RD LOXLEY 200 3 AL 59 - Cabinet Shop Rd. 0.990 A TOLBERT RD BAY MINETTE 100 1 1.110 A PINE GROVE RD EXT S BAY MINETTE 100 1 Pine Grove Rd TO Perkins Place 0.250 A PINE GROVE RD EXT N BAY MINETTE 100 1 BETWEEN PINE GROVE RD & PINE GROVE RD EXT S 0.780 A PINE GROVE RD EXT E BAY MINETTE 100 1 1.260 A OLD BRADY RD LOXLEY 100 1 WEST OFF PINE GROVE RD TO END OF PAVEMENT 3.790 A MCDOWELL RD BAY MINETTE 100 1 0.220 A GLEN WILLIAMS LN BAY MINETTE 100 1 0.130 A FAULKNER RD BAY MINETTE 100 1 LEE AV TO SP 0.140 A DURBAN FORK RD BAY MINETTE 100 1 FROM PINE GROVE RD TO DOGWOOD FORK RD 1.700 A ARCHIE FLOWERS RD BAY MINETTE 100 1 Added July 2005 (single purpose) 0.330 A MANSION ST FOLEY 300 4 COUNTY RD 55 0.650 A H L MEYERS RD BAY MINETTE 100 1 WEST OFF PINE GROVE RD 0.090 U KEENEY DR FAIRHOPE 200 2 SOUTH OFF FERRY RD 0.540 A COUNTY RD 87 SUMMERDALE 300 3 COUNTY RD 32 to COUNTY RD 38 Area 100-200 line 2.530 A L D BELL RD BAY MINETTE 100 1 0.110 A PERONE CREEK LN LOXLEY 200 3 COUNTY RD 55 0.280 A TAYLOR RD BAY MINETTE 100 1 PINE GROVE RD 0.450 A CARVER RD FOLEY 300 4 1.010 A J C COOPER RD BAY MINETTE 100 1 0.210 A RIVER PARK RD FAIRHOPE 200 2 COUNTY RD 32 TO MYRTLE ST 1.480 A BRADY RD N BAY MINETTE 100 1 Bay Minette City Limits to Pine Grove Rd 0.540 A MIKKELSEN RD FOLEY 300 4 0.430 U HARRIS LN SILVERHILL 200 3 WEST BLVD-COUNTY RD 55 0.500 U FLOWERWOOD RD LOXLEY 200 3 END OF ASPHAULT TO COUNTY RD 55 0.400 U DOGWOOD RD N BAY MINETTE 100 1 0.200 A LILLIE LN SUMMERDALE 300 4 0.500 A JUNIPER LN SUMMERDALE 300 4 WEST OFF COUNTY RD 9 0.880 A PINE TREAT RD BAY MINETTE 100 1 Off RABUN RD 0.100 A FLOWERWOOD RD LOXLEY 200 3 Fr Magnolia St EAST TO END OF PAVEMENT 0.100 A DOGWOOD RD BAY MINETTE 100 1 0.660 A WRANGLER RD SUMMERDALE 300 4 0.280 A SHINING LN BAY MINETTE 100 1 CHRISTIAN HILL RD 0.100 A JOHNNIE LN BAY MINETTE 100 1 0.100 A SUNRAY CT FOLEY 300 4 0.170 A RED EAGLE RD LITTLE RIVER 100 1 T J EARLE RD 0.130 A FACKLER RD LOXLEY 200 3 CR 55 TO EOM 0.760 A KENNEDY RD FOLEY 300 4 1.510 A LOUIS COOPER RD BAY MINETTE 100 1 EAST OFF STATE 287 TO EOM 0.460 A RITA PARKER LN BAY MINETTE 100 1 EAST OFF RABUN RD TO EOM 0.130 A FALLEN TREE CT FOLEY 300 4 COLDWATER DR 0.080 A RANSOM STEWART LN BAY MINETTE 100 1 EAST OFF RABUN RD TO EOM 0.200 A VASKO RD SILVERHILL 200 3 0.410 A COUNTY RD 49 S FOLEY 300 4 MAGNOLIA SPRINGS HWY TO END 2.650 A ELIZABETH DR S FOLEY 300 4 MAGNOLIA SPRINGS HWY 0.300 A NEWBERRY LN FOLEY 300 4 0.330 A NANCE RD FOLEY 300 4 0.230 U LAURENT RD FOLEY 300 4 BETWEEN MAG. SPRINGS HWY & GRANTHAM RD 2.030 A JONES LN 300 4 N OFF FAIRCLOTH RD 0.290 A RIVER RD W SUMMERDALE 300 3 COUNTY RD 32 0.910 A COUNTY RD 26 FOLEY 300 4 MAGNOLIA SPRINGS HWY TO S HICKORY ST (12) 4.040 A COUNTY RD 16 FOLEY 300 4 MAGNOLIA SPRINGS HWY (49) to N WENZEL RD 3.530 A BAY RD E FOLEY 300 4 MAGNOLIA SPRINGS HWY-WEEKS RD 0.510 A SOUTH BLVD SILVERHILL 200 3 CR 55 TO EAST BLVD 0.510 A NORTH BLVD SILVERHILL 200 3 COUNTY RD 49- COUNTY RD 55 1.010 A JULIEANN LN SILVERHILL 200 3 EAST OFF COUNTY RD 49 0.270 A BARLOW RD LOXLEY 200 3 CR 55 - CR 49 1.020 A ROCKHILL RD BAY MINETTE 100 1 NORTH OFF US HWY 31 1.390 A PINE GROVE RD EXT BAY MINETTE 100 1 Pine Grove Rd - Nicholsville Rd 1.000 A GWYN LN STAPLETON 100 1 0.120 A COLVIN MURPH RD BAY MINETTE 100 1 WEST OFF RABUN RD TO EOM 0.080 A BEN STEWART RD S BAY MINETTE 100 1 BETWEEN BEN STEWART RD & RABUN RD 1.090 A CALVIN RICHERSON RD BAY MINETTE 100 1 E OFF RABUN RD 0.910 A WOODHAVEN DAIRY RD E SUMMERDALE 300 3 0.250 U HIGHLAND CIR FOLEY 300 4 0.800 A HARVILLE PL BAY MINETTE 100 1 BEN STEWART RD 0.200 A PAT HAYWOOD RD LITTLE RIVER 100 1 0.640 U WOODPECKER RD SILVERHILL 200 3 WEST OFF COUNTY RD 49 0.130 A DICKMAN RD BAY MINETTE 100 1 NICHOLSVILLE RD-BM CITY LIMITS 0.190 A FLEMING RD BAY MINETTE 100 1 0.600 A DRINKARD RD BAY MINETTE 100 1 1.040 A CHASE CT SUMMERDALE 300 4 COUNTY RD 49 0.200 A INDUSTRIAL DR BAY MINETTE 100 1 0.200 A PINE GROVE RD EXT W BAY MINETTE 100 1 ST HWY 59 TO PINE GROVE RD 1.260 A PEARSON LN SILVERHILL 200 3 CR 49 - End 0.240 A PINE TREAT RD BAY MINETTE 100 1 Off RABUN RD 0.700 U TURNER ST BAY MINETTE 100 1 0.280 A M M EARLE LN LITTLE RIVER 100 1 0.600 U SHIPP RD BAY MINETTE 100 1 0.790 A SILVEROAKS LOOP SILVERHILL 200 3 COUNTY RD 49-SILVEROAKS SUBDIVISION 0.490 A MORRIS RD BAY MINETTE 100 1 ST HWY 287-AROUND AND BACK IN JOSHUA DR 0.970 A RABER RD SUMMERDALE 300 3 0.280 A SHOOTS LN FOLEY 300 4 0.520 A OAK HILL DR FOLEY 300 4 UNDERWOOD RD 0.200 A JUNIPER ST N FOLEY 300 4 From Woerner Rd TO CITY LIMITS 667' north of CR 14 1.380 U GEORGE YOUNCE RD FOLEY 300 4 UNDERWOOD RD- CR 28 1.520 A COUNTY RD 65 FOLEY 300 4 UNDERWOOD RD-COUNTY RD 28 1.520 U HABER RD ELBERTA 300 4 0.500 A RIDGE RD SUMMERDALE 300 4 0.780 A QUAIL DR FAIRHOPE 200 2 SOUTH OFF MOCKINGBIRD LN 0.210 A KEITH LN FOLEY 300 4 0.528 U OAK KNOLL DR BAY MINETTE 100 1 COUNTRY CLUB DR 0.180 A LONGVIEW DR LOXLEY 200 3 0.730 A JOE NORRIS LN FOLEY 300 4 OFF UNDERWOOD RD AKA 24 0.250 U LOXLEY HEIGHTS RD W LOXLEY 200 3 Loxley Heights Rd. - End 0.550 A LEXINGTON DR MAGNOLIA SPRINGS300 4 UNDERWOOD R0AD 0.240 A CANDEN CIR SILVERHILL 200 3 0.050 A LAURA-LEA CIR SILVERHILL 200 3 0.050 A GABRIELLE CT SILVERHILL 200 3 0.050 A SIERRA CT SUMMERDALE 300 3 SONORA DR 0.130 A CLAY DAM RD BAY MINETTE 100 1 GENE STEWART RD 0.100 A SHOOTS RD LITTLE RIVER 100 1 0.640 A INDIGO LOOP SUMMERDALE 300 3 BETWEEN EAST INDIGO LOOP & WEST INDIGO LOOP 0.200 A DRAGOON CT SUMMERDALE 300 3 SONORA DR 0.200 A KARIN CT SUMMERDALE 300 4 0.050 A BROOK HOLLOW RD SUMMERDALE 300 4 0.470 A PANDION DR FOLEY 300 4 FISH RIVER RD 0.350 A RIVERSIDE DR SUMMERDALE 300 4 ISLAND DR 0.520 A RIVER OAKS DR FOLEY 300 4 ISLAND DR 0.320 A CORAL AVE SUMMERDALE 300 3 WEST OFF EAST INDIGO LOOP 0.190 A BOROS RD ELBERTA 300 4 3.010 U BAUGHMAN RD SILVERHILL 200 3 BOHEMIAN HALL RD-SEDLACK RD 0.500 U MELVIN JOHNSON RD STAPLETON 100 1 SPRING RD N 0.230 A LONG LN 100 1 COUNTRY CLUB DR 0.170 A GEORGE MILLER RD BAY MINETTE 100 1 EAST OFF RABUN RD TO EOM 0.750 A GEORGE YOUNCE RD 300 4 SOUTH OF UNDERWOOD RD 0.520 U EAST VIEW LOOP FOLEY 300 4 WEST OFF COUNTY RD 65 0.630 A CONFEDERATE REST RD FAIRHOPE 200 2 0.280 A LACEY CIR SUMMERDALE 300 3 COUNTY RD 32 0.090 A COUNTY RD 55 Summerdale 300 3 BETWEEN COUNTY RD 34 & COUNTY RD 32 1.510 A SANDY RIDGE RD FOLEY 300 4 WEST OFF MILLS RD 0.350 A RESMONDO RD SUMMERDALE 300 3 0.490 A PETTIBONE LN FOLEY 300 4 BODENHAMER RD 0.360 A PAUL CLEVERDON RD SUMMERDALE 300 3 32 TO HOFFMAN RD 1.500 U MARGIE NELSON LN BON SECOUR 300 4 0.090 A JOE GOTTLER RD ELBERTA 300 4 NORTH OFF COUNTY RD 32 0.510 U HARRY JONES RD SUMMERDALE 300 3 1.260 A DAVIS RD SUMMERDALE 300 3 CR 32 TO CR 34 1.500 A BRIDGEPORT DR SUMMERDALE 300 3 ETTA SMITH RD 0.120 A JAMES HARRISON LN BON SECOUR 300 4 0.110 A WOLF CREEK DR FOLEY 300 4 BETWEEN CUB LN & LONGVIEW DR W 0.370 A WEST BLVD SILVERHILL 200 3 COUNTY RD 48 TO WOODPECKER RD 3.020 A RUSSIAN RD GULF SHORES 300 4 1.510 U WALTER WALLACE RD ROBERTSDALE 200 3 COUNTY RD 85 S 0.280 A TOLER RD SILVERHILL 200 3 NORTH OFF STATE 104 TO EOM 0.260 A PRICE GRUBBS RD ROBERTSDALE 200 3 BETWEEN NEWPORT RD & COUNTY RD 62 N 1.170 A PECAN LOOP SILVERHILL 200 3 STATE HWY 104 0.130 A MCPHILLIPS RD LOXLEY 200 3 NORTH OFF ST HWY 104 1.420 A J A RACINE RD ROBERTSDALE 200 3 COUNTY RD 62 N 0.760 A HILLSIDE LOOP SILVERHILL 200 3 0.200 A HILL N DALE DR W SILVERHILL 200 3 ST HWY 104 0.210 A HILL N DALE DR SILVERHILL 200 3 ST HWY 104 0.390 A CAIN RD SILVERHILL 200 3 NORTH OF STATE 104 TO EOM 0.410 A GARLAND LOOP SILVERHILL 200 3 STATE HWY 104 0.260 A GAP WEEKLY RD PERDIDO 100 1 0.680 U HUBBARD RD ROBERTSDALE 200 3 0.240 A CEDAR LN SILVERHILL 200 3 0.210 A DOC MCDUFFIE RD FOLEY 300 4 Runs west from FBE to Wolf Creek Bridge 0.330 A TURBERVILLE LN PERDIDO 100 1 0.220 A SMITH RD PERDIDO 100 1 EAST OFF US 31 TO EOM 0.500 A KOIER RD ROBERTSDALE 200 3 US 90 TO END OF PAVEMENT 0.900 A CARNEY RD ATMORE 100 1 JACK SPRINGS RD 0.980 U SEDLACK RD SILVERHILL 200 3 BETWEE SOUTH BLVD & STATE HWY 104 0.500 A LINN RIDGE DR FAIRHOPE 200 2 0.610 A HUBBARD RD ROBERTSDALE 200 3 0.260 U HICKS LN 100 1 SPLINTER HILL RD 0.270 A PLAINVIEW DR FAIRHOPE 200 2 SOUTH OFF MOSELEY RD 0.190 A GLASS AND SPIVEY RD ROBERTSDALE 200 3 MURPHY LN TO 62 SOUTH 0.760 A OAKBERRY LN ROBERTSDALE 200 3 RUNS OFF COUNTY RD 64 0.500 A MARY RADA LN SILVERHILL 200 3 SOUTH OFF SOUTH BLVD 0.140 A EMPEROR PHILLIPS LN SILVERHILL 200 3 JULIEANN LN 0.060 A STRAWBERRY LN ROBERTSDALE 200 3 0.320 U EMPEROR MICHAEL LN SILVERHILL 200 3 0.042 A LEHMAN RD SUMMERDALE 300 3 COUNTY RD 34 TO HARMS RD 0.500 U COUNTY RD 32 FAIRHOPE 300 4 FROM ENGLE RD TO CC RD 9.080 A COUNTY RD 28 SUMMERDALE 300 4 BALDWIN BEACH EXPRESS EAST TO END 0.750 U SEDLACK RD SILVERHILL 200 3 Baughman Rd. TO South Blvd. 0.510 U JUBILEE TR FAIRHOPE 200 2 BETWEEN GAYFER RD EXT & DYER RD 0.250 A FARMERS LN ROBERTSDALE 200 3 CR 83 0.510 A COUNTY RD 65 ROBERTSDALE 200 3 COUNTY RD 48 TO KRCHACK (R'DALE CTY LIMIT) 0.500 A COUNTY RD 38 S SUMMERDALE 200 3 1.510 A COUNTY RD 38 SUMMERDALE 200 3 5.540 A BREWTON RD ROBERTSDALE 200 3 COUNTY RD 48 0.510 U BLUEBERRY LN FAIRHOPE 200 2 GAYFER AVE. EXT TO CANYON DR 0.250 A BENGSTON RD ROBERTSDALE 200 3 EAST OFF COUNTY RD 83 0.900 U RIVER RD ROBERSTDALE 200 3 COUNTY RD 68 EXT 1.490 U OAK RIDGE DR ROBERTSDALE 200 3 EAST OFF BBE 0.480 A NOBLEMAN DR FAIRHOPE 200 2 GAYFER RD EXT 0.250 A OAK RD E GULF SHORES 300 4 BETWEEN & ROBINSON LN 0.050 U PATE RD ROBERTSDALE 200 3 0.830 U COUNTY RD 68 N LOXLEY 200 3 COUNTY RD 68 TO COUNTY RD 68 EXT 2.010 A LANGFORD RD FAIRHOPE 200 2 1.510 A LACEY RD SILVERHILL 200 3 0.500 A ADAMS DR SUMMERDALE 200 3 COUNTY RD 36 TO BERNER RD 2.520 A SANKS RD BAY MINETTE 100 1 0.510 A KENNETH KING LN FAIRHOPE 200 2 NORTH OFF COUNTY RD 48 0.450 A BOGGY LN SEMINOLE 200 3 (added June 18, 2002) 0.480 A NORTHWOOD ST FAIRHOPE 200 2 COUNTY RD 48 0.190 A HOYLE BRYARS RD PERDIDO 100 1 BETWEEN MODELLE BRYARS RD & COUNTY RD 61 2.910 A OAK RD E GULF SHORES 300 4 ST HWY 59 EAST TO AUGUSTA DR 0.730 A EAST BLVD SILVERHILL 200 3 SOUTH OFF STATE HWY 104 1.760 A BRINKS WILLIS RD FOLEY 300 4 59 EAST TO 340' east of James Rd 1.080 A SANBORN AV SUMMERDALE 300 3 0.500 A HADLEY RD FOLEY 300 4 1.010 A WALLACE LN ROBERTSDALE 200 3 MILDORF RD 0.160 A MONS LN FAIRHOPE 200 2 NORTH OFF BALDWIN LN 0.120 A EAGLE LN ROBERTSDALE 200 3 MILDROF RD 0.100 A COUNTY RD 49 SILVERHILL 200 3 COUNTY RD 54 TO COUNTY RD 48 3.510 A BOHEMIAN HALL RD SILVERHILL 200 3 WHITE RD-SOUTH BLVD 1.510 A BRINKS WILLIS RD FOLEY 300 4 59 WEST TO SP 0.130 A HILLTOP LN LOXLEY 200 3 0.250 A BRINKS WILLIS RD FOLEY 300 4 SP FROM END OF 18' WEST TO END OF MAINT. 0.120 A SEMINOLE DR SEMINOLE 200 3 U S HWY 90 0.180 A BUDS LN FAIRHOPE 200 2 SOUTH OFF COUNTY RD 33 0.170 A COUNTY RD 62 N ROBERTSDALE 200 3 COUNTY RD 71-US HWY 90 5.470 A GEORGE THOMLEY RD PERDIDO 100 1 JACK SPRINGS RD 0.350 A OAKDALE LN ROBERTSDALE 200 3 EAST OFF BUCK RD 0.380 A 0.000 COUNTY RD 87 LOXLEY 200 3 COUNTY RD 38 TO COUNTY RD 112 14.960 A MCCARRON LN SUMMERDALE 200 3 COUCH PLANT RD 0.240 U HUNTING CLUB RD SEMINOLE 200 3 0.300 A E SILVERHILL AV ROBERTSDALE 200 3 WEST OFF BBE2 1.260 A DYESS CEMETERY RD ROBERTSDALE 200 3 COUNTY RD 71 N 0.470 A DUBOSE RD SUMMERDALE 200 3 BETWEEN ADAMS DR AND COUNTY RD 83 1.510 A DONNIE WATERS RD ROBERTSDALE 200 3 FOUNTAIN ST 0.300 U FAIRGROUND RD ROBERTSDALE 200 3 EAST OFF PEARSON TO BBE 1.510 U ORCHARD LN FAIRHOPE 200 2 FEATHER TR 0.110 A LIBERTY RD FAIRHOPE 200 2 N OFF NELSON RD 0.150 A BOHEMIAN HALL RD SILVERHILL 200 3 WHITE RD TO SNARR RD 0.630 U PHILLIPSVILLE RD EXT BAY MINETTE 100 1 3.350 A RADA RD S SUMMERDALE 200 3 COUNTY RD 38 0.190 A DAN HADLEY RD PERDIDO 100 1 0.720 U WAVERLY LN FOLEY 300 4 0.210 A OLD BRADY RD BAY MINETTE 100 1 End O.P.to intersec of Brady Rd & Davis House 1.050 U GUNNISON RD FAIRHOPE 200 2 1.010 A HARMS RD SUMMERDALE 200 3 COUNTY RD 38 S-COUNTY RD 36 0.500 U STOUT LN GULF SHORES 300 4 BOGGY BRANCH LN 0.140 A FOREST PARK CIR FOLEY 300 4 KELLER RD- 0.210 A CARVER LN FOLEY 300 4 EAST OFF CR 71 S TO EOM 0.440 A YOUNG ST FAIRHOPE 200 2 Twin Beech Rd-MIDDLE ST (0.8) 0.830 A WILSON LN FAIRHOPE 200 2 0.260 A WILSON AV 200 3 COUNTY RD 67-COUNTY RD 69 0.500 A RIO VISTA DR FAIRHOPE 200 2 NORTH OFF RED BARN RD 0.180 A RADA RD SILVERHILL 200 3 Vasko Rd. TO CR 48 1.010 A BARBAROW LN PERDIDO 100 1 WEST OFF CEMETERY RD 0.220 A DUNBAR RD ROBERTSDALE 200 3 BRADY RD 0.370 A COUNTY RD 61 100 1 COLEMAN RD TO HOYLE BRYARS RD 2.060 A PACKER LN FAIRHOPE 200 2 0.090 A INGLESIDE AV FAIRHOPE 200 2 NORTH OFF TWIN BEECH RD 0.750 A HOUSTON AV FAIRHOPE 200 2 0.140 A HANKINS LN FAIRHOPE 200 2 TWIN BEECH RD 0.170 A GREENWOOD CHURCH RD SUMMERDALE 200 3 0.510 A EAST RIVER RD N 300 3 OFF END OF HEIDELBERG RD 0.340 A DAVIS RD SUMMERDALE 200 3 CO RD 36 to COUCH PLANT RD 0.510 U COUNTY RD 73 ROBERTSDALE 200 3 1.500 U CEDAR LN FAIRHOPE 200 2 NORTH OFF TWIN BEECH RD 0.300 A BOOTHE RD FAIRHOPE 200 2 BETWEEN TWINN BEACH RD AND NICHOLS AV EXT 1.000 A FORD RD ROBERTSDALE 200 3 SOUTH OFF US 90 TO EOM 0.490 A W M FOLEY RD ROBERTSDALE 200 3 0.360 A PINEVIEW LN FOLEY 300 4 FROM PINEVIEW DR W TO PINEVIEW DR 0.180 A RIVER RD S DAPHNE 200 2 SOUTH OFF COUNTY RD 54 0.870 A BLUEBERRY LN SILVERHILL 200 3 1.000 U BELL RD FAIRHOPE 200 2 NORTH OFF TWIN BEECH RD 0.370 A COUNTY RD 9 SILVERHILL 200 3 HEIDELBERG DR(AREA 300 LINE)TO COUNTY RD 48 1.650 A HELTON LN FOLEY 300 4 FAIRMONT DR 0.080 A MALONE RD FAIRHOPE 200 2 0.090 A FRANK SLEDGE LN FAIRHOPE 200 2 0.120 A VAUGHN RD SEMINOLE 200 3 US 90 TO EOM 1.850 A SUMMER OAKS PL FAIRHOPE 200 2 TWIN BEECH RD 0.140 A BRACY LN FAIRHOPE 200 2 0.080 A JAMES RD GULF SHORES 300 4 BETWEEN VIOLA RD & RIVER PL 0.440 A DUNBAR RD ROBERTSDALE 200 3 END OF 18 FT WIDTH TO END OF MAINT. 0.300 A FRITZ LN FOLEY 300 4 0.090 A REDTOWN RD ATMORE 100 1 LOTTIE RD-PRESLEY RD 1.010 A HILLSIDE CIR S FOLEY 300 4 COUNTY RD 12 S-HILLSIDE ESTATES 0.070 A RIVERBEND LOOP FOLEY 300 4 RIVERWOOD DR 0.380 A CEDAR DR FOLEY 300 4 RIVER RD N 0.100 A OLD PLASH ISLAND RD GULF SHORES 300 4 0.410 A HIGHLAND DR FAIRHOPE 200 2 S OFF END OF RED BARN RD TO SP 0.290 A ANTIBELLUM LN LITTLE RIVER 100 1 EAST OFF STATE 59 TO EOM 0.260 A HEIDELBERG RD 300 3 NORTH SOUTH OFF HEIDELBERG DR 0.850 A KENDRICK RD ROBERTSDALE 200 3 END OF PAVEMENT TO HUGHEN ST 0.490 U OLD DAVISON RD BAY MINETTE 100 1 OLD BRADY RD 0.890 A ORCHARD DR SUMMERDALE 300 3 COUNTY RD 36 TO END 0.450 A YACHT CLUB RD FOLEY 300 4 0.140 A ACCESS AV LOXLEY 200 3 Blackwater Lakes Subdivision I (February 18, 2005 0.060 A COUNTY RD 55 Summerdale 200 3 COUNTY RD 34 TO SOUTH BLVD 3.030 A STALLWORTH RD SUMMERDALE 200 3 EAST OFF STATE 59 TO EOM 0.220 A RALEY RD FOLEY 300 4 DAUGHTERY RD TO COUNTY RD 71 S 0.510 A DAVIS RD SUMMERDALE 300 3 NORTH OF 34 to Area 200 County Rd 36 0.500 U HIGHLAND DR FAIRHOPE 200 2 END OF 18 FT PAVEMENT TO END 0.060 A BARNHILL FARM RD LOXLEY 200 3 COUNTY RD 65 TO END OF MAINT. 0.470 A ASPEN CIR ROBERTSDALE 200 3 BULL SPRINGS RD TO ASPEN CIR N 0.260 A PATTERSON RD ROBERTSDALE 300 3 WEST OFF COUNTY RD 55 TO EOM 0.310 A EAST RIVER RD S 300 3 0.480 A TWIN BEECH RD S FAIRHOPE 200 2 BATTLES RD TO TWIN BEECH RD 0.640 A PEAVY LN LITTLE RIVER 100 1 ST HWY 59 TO END 0.200 A L L OWENS RD BAY MINETTE 100 1 OLD BRADY RD 0.170 A FOX FORD RD BAY MINETTE 100 1 0.380 A KRCHAK LN ROBERTSDALE 200 3 COUNTY RD 65 1.000 A STEELE DR FOLEY 300 4 0.210 A HARMS RD SUMMERDALE 300 3 COUNTY RD 36-LEHMAN RD 1.010 U COUNTY RD 71 EXT ROBERTSDALE 200 3 COUNTY RD 71 TO COUNTY ROAD 65 1.180 A BULL SPRINGS RD ROBERTSDALE 200 3 1.010 A COUNTY RD 47 PERDIDO 100 1 PAUL RD to US 31 7.200 A SAMANTHA DR FOLEY 300 4 COUNTY RD 65 0.160 A GREENWAY DR FOLEY 300 4 BETWEEN CNTY RD 65 & WESTBROOK DR 0.190 A ANDREWS RD LITTLE RIVER 100 1 WEST OFF STATE 59 TO EOM 0.250 A VAUGHN RD SUMMERDALE 200 3 WEST OFF STATE HWY 59 TO EOM 0.500 A FORLAND RD ROBERTSDALE 200 3 SOUTH OFF COUNTY RD 54 0.540 A BELL LN PERDIDO 100 1 Single purpose road (added February 15, 2005, FY05 0.200 A THREE RIVERS RD SEMINOLE 200 3 S OFF BROWNS LANDING RD 1.660 A BRICKWOOD RD FAIRHOPE 200 2 CLAY CITY RD 0.310 A POLO RIDGE BLVD FAIRHOPE 200 2 SECTION ST 0.980 A HITCHINGPOST CIR FAIRHOPE 200 2 0.070 A WOODMERE CT FAIRHOPE 200 2 0.110 A NABORS LN FOLEY 300 4 0.190 A FLOWERS RD BAY MINETTE 100 1 W OFF OLD BRADY RD 0.160 A WYNN RD SUMMERDALE 300 3 DAVIS RD TO PAUL CLEVERDON RD 0.510 U SPRING CREEK DR 300 3 TED LYSEK RD 0.560 A GUY BURNS RD SUMMERDALE 300 3 0.500 U COUNTY RD 36 SUMMERDALE 300 3 BETWEN DAVIS RD & NURSERY RD 6.570 A BREWER RD FOLEY 300 4 POSER RD-COUNTY RD 65 0.500 U BRECKNER RD FOLEY 300 4 0.510 A LOXLEY WOODS LN LOXLEY 200 3 LOPER RD 0.490 A FOX BRANCH DR LOXLEY 200 3 0.600 A DRISKELL RD LOXLEY 200 3 CONWAY RD TO COUNTY RD 65 1.010 A CALDWELL LN FOLEY 300 4 0.500 U WILL VAUGHN RD PERDIDO 100 1 W OFF COUNTY RD 61 0.700 A MAIN ST DAPHNE 200 2 From Section St Fairhope TO 93' SOUTH OF RYAN AVE 2.740 A LOTTIE NEW HOME CEM RD ATMORE 100 1 LOTTIE RD 0.200 A FLOWERS RD BAY MINETTE 100 1 PHILLIPSVILLE RD 0.470 A SWIFT CHURCH RD FOLEY 300 4 MIFLIN RD 0.790 A RYAN RD ROBERTSDALE 200 3 COUNTY RD 62 S 0.300 A WHIDBEE RD ATMORE 100 1 1.290 U LONGVIEW LN FOLEY 300 4 0.070 A OLD BRADY RD ROBERTSDALE 200 3 CO RD 68 EXT TO END OF PAVEMENT 0.340 A KOIER RD ROBERTSDALE 200 3 1.040 U TAB TUBERVILLE RD ATMORE 100 1 WEST OFF LOTTIE RD TO EOM 1.080 A BILL THOMLEY RD PERDIDO 100 1 JACK SPRINGS RD 0.560 A MCLEOD BLVD FOLEY 300 4 WEST OFF FERNWOOD DR W 0.120 A WILSON RD SILVERHILL 200 3 BETWEEN COUNTY RD 54 & ROBERTS RD 0.620 A SPIVEY LN ROBERTSDALE 200 3 0.270 U STYRON LN ROBERTSDALE 200 3 U S HWY 90 0.240 A TREEHOUSE AV FOLEY 300 4 MORNING DEW ST 0.060 A LONNIE HADLEY RD PERDIDO 100 1 LOTTIE RD 0.810 A BLACKWATER LN ROBERTSDALE 200 3 SOUTH OF 90 0.260 A DAIRY CUT OFF RD ATMORE 100 1 0.280 U ARCHIE RD ELBERTA 300 4 JOHN BLOCH RD TO COUNTY RD 97 1.230 A GREEK LN LOXLEY 200 2 0.300 A JENKINS FARM RD LOXLEY 200 2 1.040 A BURBON LN ROBERTSDALE 200 3 NORTH OF LINHOLM 0.350 A KREHLING LN ELBERTA 300 4 WEST OFF JOHN BLOCH RD TO EOM 0.310 U COUNTY RD 68 EXT LOXLEY 200 3 FROM COUNTY RD 68-RIVER RD 1.500 A PETER MORRIS RD ROBERTSDALE 200 3 3.060 U CONWAY RD LOXLEY 200 3 DRISKELL RD-NORTH TO END 0.500 A PUBLISHER LN LOXLEY 200 3 OUTLOOK DR TO EXPLORER DR 0.080 A PINE ST LOXLEY 200 3 CEDAR ST TO WALNUT ST 0.130 A FRESHWATER LN ELBERTA 300 4 0.130 A LANDMARK AV LOXLEY 200 3 U S HWY 90 0.230 A MALKOSKIE RD ELBERTA 300 4 2.000 U LEITERMAN RD ELBERTA 300 4 FROM COUNTY RD 95 TO COUNTY RD 97 2.240 A KAISER LN ELBERTA 300 4 EAST OFF CNTY RD 95 0.370 A JAKE FRANK LN ELBERTA 300 4 WEST OFF COUNTY RD 95 0.340 U GARDNER RD LILLIAN 300 4 COUNTY RD 95-COUNTY RD 91 4.010 A COUNTY RD 26 ELBERTA 300 4 95 TO JOHN BLOCH RD 1.020 A COMSTOCK RD ELBERTA 300 4 2.010 A LAKE VIEW DR DAPHNE 200 2 PLANTATION DR 0.200 A CONWAY RD LOXLEY 200 3 CR 68 TO DRISKELL RD 0.500 A OTTS RD LOXLEY 200 3 US 90 - End 0.140 A CHANDLER LN LOXLEY 200 3 J B WILLIAMS 0.130 A OAKBERRY CT ROBERTSDALE 200 3 RUNS OFF OAKBERRY LN 0.040 A ANNABELLE LN DAPHNE 200 2 FROM LANDSDOWN DR TO LANDSDOWN DR 0.570 A AUTUMN WOODS CIR LOXLEY 200 3 U S HWY 90 0.380 A COUNTY RD 64 EXT ROBERTSDALE 200 3 I 10 - CR 112 7.210 A RILEYWOOD DR DAPHNE 200 2 STATE HWY 181-RIGSBY RD 0.430 A SUN RIDGE RD LOXLEY 200 3 0.450 A OAKLEAF LN ROBERTSDALE 200 3 COUNTY RD 64 0.200 A GREENWOOD CEMETERY LN LOXLEY 200 3 CR 66 - US 90 0.500 A GOTTLER RD ELBERTA 300 4 WEST OFF CNTY RD 95 0.330 A W H THOMPSON FARM RD LOXLEY 200 3 COUNTY RD 68 TO PAVED SECTION 0.500 U RUNDLE LN ROBERTSDALE 200 3 COUNTY RD 87 0.240 A BURKHARDT DR ELBERTA 300 4 0.500 U CURRY LN LOXLEY 200 3 CR 66 0.050 A W H THOMPSON FARM RD LOXLEY 200 3 DIRT TO COUNTY RD 65 0.130 A GASTON LN LOXLEY 200 3 1ST AV 0.380 U DEER TR ROBERTSDALE 200 3 DAY RD 0.250 A KREHLING RD ELBERTA 300 4 WEST OFF COUNTY RD 95 0.770 A BAY BRANCH DR DAPHNE 200 2 U S HWY 90 TO 2ND CYPRESS LOOP 1.930 A BOAZ RD W LOXLEY 200 3 CR 66 - Hall Rd. 0.520 A BOAZ RD E LOXLEY 200 3 CR 66 - Hall Rd. 0.560 A ERNEST PATTERSON RD ROBERTSDALE 200 3 0.380 A COUNTY RD 71 N ROBERTSDALE 200 3 COUNTY RD 64 TO COUNTY RD 68 1.010 A COUNTY RD 65 LOXLEY 200 3 COUNTY RD 64 TO FOX BRANCH RD(LOXLEY LIMIT) 3.130 A CABINET SHOP RD LOXLEY 200 3 FROM 1ST ST TO CNTY RD 64 0.250 U PECAN LN ELBERTA 300 4 HERRINGTON LN to COUNTY RD 95 1.010 A PARK DR FOLEY 300 4 NORTH OFF PINEVIEW LN 0.050 A COUNTY RD 26 ELBERTA 300 4 BREMAN RD TO 95 1.010 U WILCOX RD ROBERTSDALE 200 3 PATTERSON RD-COUNTY RD 64 0.560 A NEW HOPE CHURCH RD ROBERTSDALE 200 3 2.080 A HALL RD LOXLEY 200 3 BOAZ RD W-COUNTY RD 64 0.150 A GLASS RD ROBERTSDALE 200 3 PATTERSON RD 0.370 A COUNTY RD 66 N LOXLEY 200 3 COUNTY RD 64 THRU 90 TO END OF PAVEMENT 1.410 A PURSLEY RD LOXLEY 200 3 COUNTY RD 64 0.880 U C R WATSON RD ROBERTSDALE 200 3 0.480 A MCBRIDE RD LOXLEY 200 3 0.130 A MARY'S WAY ROBERTSDALE 200 3 MAGNOLIA FARMS RD 0.200 A SWEET MAGNOLIA LN ROBERTSDALE 200 3 MAGNOLIA FARMS RD 0.440 A JAN CT N DAPHNE 200 2 0.070 A DEAN CT N DAPHNE 200 2 0.080 A BREN CT N DAPHNE 200 2 0.080 A WHISPERING PINES N ROBERTSDALE 200 3 GREEK CEMETERY RD 0.380 U BREN CT S DAPHNE 200 2 0.080 A JAN CT S DAPHNE 200 2 0.090 A DEAN CT S DAPHNE 200 2 0.090 A WHISPERING PINES S ROBERTSDALE 200 3 GREEK CEMETERY RD 0.360 U BIG GRANT WAY ROBERTSDALE 200 3 MAGNOLIA FARMS RD 0.200 A COUNTY RD 67 ROBERTSDALE 200 3 COUNTY RD 64 TO WILSON AV 0.510 A MATEJA RD ROBERTSDALE 200 3 NORTH OFF US 90 TO EOM 0.470 A LOXLEY HEIGHTS RD LOXLEY 200 3 0.590 A CANAL ST ELBERTA 300 4 0.240 A BAYOU DR ELBERTA 300 4 Bayshore-Fishtrap 0.880 A FISH TRAP RD 300 4 FROM 95 TO BAYSHORE 1.700 A JACKSON CIR EXT DAPHNE 200 2 JACKSON CIR 0.200 A REDMOND LN SPANISH FORT 100 2 0.560 A CHATELAINE RD ELBERTA 300 4 COUNTY RD 87 0.180 A RAILROAD AV LOXLEY 200 3 64 TO HIGHNOTE GLASS 1.130 A BREWER RD ROBERTSDALE 200 3 FROM COUNTY RD 87 EAST TO EOM 0.290 A ARD RD ROBERTSDALE 200 3 CNTY RD 62 NORTH TO EOM 1.040 A WESLEY PATE RD ELBERTA 300 3 EAST OFF COUNTY RD 87 0.500 A FEELY RD ELBERTA 300 4 1.010 A BRUHN RD ELBERTA 300 4 COUNTY RD 87-BREMAN RD 1.010 U RIGSBY RD DAPHNE 200 2 COUNTY RD 64-STATE HWY 181 2.510 A COUNTY RD 71 ROBERTSDALE 200 3 COUNTY RD 62 N-COUNTY RD 64 1.000 A CABINET SHOP RD LOXLEY 200 3 CR 64 TO HINOTE GLASS RD 1.010 A BAILEY'S DR DAPHNE 200 2 COUNTY RD 64 0.190 A PINECREST CIR ROBERTSDALE 200 3 COUNTY RD 87 0.430 A COUNTY RD 112 ROBERTSDALE 200 3 FL State Line - CR 64 13.860 A CHAMBERLAIN CT DAPHNE 200 2 0.040 A OVERTON DR DAPHNE 200 2 0.160 A CHENE TRC ROBERTSDALE 200 3 0.160 A FELIX HILL DR ROBERTSDALE 200 3 COUNTY RD 87 0.220 A BARBI LN ELBERTA 300 4 BASSE ST 0.160 A ANTHONY LN ELBERTA 300 4 BASSE ST 0.160 A DIXON LN DAPHNE 200 2 South off CR 64 0.200 A ROYALTY DR DAPHNE 200 2 Chamberlain Trace Subdivision 0.270 A KENSINGTON WAY DAPHNE 200 2 Chamberlain Trace 0.220 A CHAMBERLAIN DR DAPHNE 200 2 0.280 A ARGONNE DR DAPHNE 200 2 Overton Place Subdivision (June 15, 2006) 0.320 A GREY RD LOXLEY 200 3 W OFF US 90 0.130 A NEWMAN RD DAPHNE 200 2 SINGLE PURPOSE END OF FULL LENGTH TO END 0.100 A MONSANTO RD LOXLEY 200 3 NORTH OFF DEVINE RD 1.260 U HILL TOP DR ROBERTSDALE 200 3 FOREST VIEW RD 0.360 A JOE FOLEY RD ROBERTSDALE 200 3 GILES LN TO COUNTY RD 87 0.500 A NEWMAN RD DAPHNE 200 2 POLLARD RD TO SINGLE PURPOSE PORTION 0.180 A CABINET SHOP RD LOXLEY 200 3 HINOTE GLASS TO ST HWY 59 0.540 U COOPERS CEMETERY RD ROBERTSDALE 200 3 SOUTH OFF CR 71 0.480 A KLEINSCHMIDT RD ELBERTA 300 4 1.010 U LAKEWOOD DR LOXLEY 200 3 COUNTY RD 49 0.200 A POLLARD RD DAPHNE 200 2 FROM JEMISON RD TO DAPHNE CITY LIMITS 0.820 A GRIGGERS RD ROBERTSDALE 200 3 FROM 1 MILE EAST OF CR 64 TO MINCHEW 1.420 U TEALWOOD DR DAPHNE 200 2 COUNTY RD 64 0.320 A JEMISON RD DAPHNE 200 2 S OFF WALTON RD 0.060 A BOSBYSHELL AV DAPHNE 200 2 BELFOREST CEMETERY RD 0.200 A FRIENDSHIP RD DAPHNE 200 2 SOUTH OF COUNTY RD 64 1.340 A BURGETT LN ROBERTSDALE 200 3 COUNTY RD 87 0.580 A POWELL LN LOXLEY 200 3 SOUTH OFF BARLOW RD 0.370 A RAWLS RD ROBERTSDALE 200 3 AL 59 TO CR 56 (Thompson Rd) 0.900 A LODGE CT ROBERTSDALE 200 3 0.060 A ASPEN CIR N ROBERTSDALE 200 3 BULL SPRINGS RD TO END 0.100 A KIRKLAND LN LOXLEY 200 3 THOMPSON RD 0.240 A HILLVIEW RD PERDIDO 100 1 0.200 A BREWER RD ROBERTSDALE 200 3 WM FOLEY RD TO COUNTY RD 87 1.510 A COUNTY RD 54 W DAPHNE 200 2 Hwy 54 to HOLLAWAY LN 2.920 A PEAVY LN ROBERTSDALE 200 3 SINGLE PURPOSE ROAD 0.080 A LINHOLM RD ROBERTSDALE 200 3 BETWEEN COUNTY RD 64 EXT-PETER MORRIS RD 3.950 A S ROLLING GREEN DR ELBERTA 300 4 0.350 A CHANNEL 44 RD ROBERTSDALE 200 3 DAY RD 0.460 A HAYNES CT ROBERTSDALE 200 3 BULL SPRINGS RD 0.180 A AUSTIN RD DAPHNE 200 2 CR 64 - AL 181 1.750 A HEIDELBERG RD ROBERTSDALE 200 3 1.720 A CHASTANG RD BAY MINETTE 100 1 EAST OFF PHILLIPSVILLE RD 1.120 A DAY RD ROBERTSDALE 200 3 CR 87 0.510 A GEAN RD SUMMERDALE 300 3 EAST OFF GREENWOOD CHURCH RD 0.900 A RAMSEY RD FAIRHOPE 200 2 4TH ST-DALE DR 0.430 A 4TH ST MONTROSE 200 2 DALE DR SOUTH TO 98 0.420 A GOLDENROD LN ELBERTA 300 4 0.220 A SEIBERT RD ELBERTA 300 4 1.010 U KICHLER CIR S ELBERTA 300 4 1.000 A KICHLER CIR N ELBERTA 300 4 1.000 A DAW RD ELBERTA 300 4 PATTERSON RD TO ELBERTA CITY LIMITS 0.730 A WATERWORLD RD ROBERTSDALE 200 3 COUNTY RD 64 EXT 1.900 A RAWLS RD ROBERTSDALE 200 3 CR 56 TO KENDRICK RD 0.530 A PINEWOOD LN ROBERTSDALE 200 3 PRICE GRUBBS RD 0.420 A TROWBRIDGE CT DAPHNE 200 2 ST IVES CT 0.210 A GEMSTONE DR LOXLEY 200 3 SOUTH OFF THOMPSON RD 0.530 A HACK RD PERDIDO 100 1 EAST OFF PHILLIPSVILLE RD 1.040 A WOERNER RD ELBERTA 300 4 West From County Rd 95 2.300 U HUBBARD LN BAY MINETTE 100 1 PHILLIPSVILLE RD 0.200 A KING LN LOXLEY 200 3 0.120 A VASKO LN LOXLEY 200 3 SINGLE PURPOSE RD 0.120 A OLD HUBBARD RD BAY MINETTE 100 1 PHILLIPSVILLE RD 0.200 A SPARROWS PT DAPHNE 200 2 NORTH OFF CANEY CREEK DR 0.030 A MCGILL RD PERDIDO 100 1 COUNTY RD 47 0.150 A DOIL HADLEY RD ATMORE 100 1 0.640 A MCCOY RD PERDIDO 100 1 START OF SP TO END 0.590 A CANEY CREEK DR S DAPHNE 200 2 0.150 A COUNTY RD 71 ROBERTSDALE 200 3 HUGHEN ST-COUNTY RD 62 N 3.430 A COUNTY RD 49 LOXLEY 200 3 CR 54 TO LOXLEY( TIMBER RIDGE DR) 3.860 A OAKLEIGH DR LOXLEY 200 3 CO RD 54 TO END OF PAVEMENT 0.440 A DOWNING RD SUMMERDALE 200 3 End of 18 ft @ curve to end 0.440 A SONNIE LYNN LN ROBERTSDALE 200 3 0.300 U PETURIS RD LOXLEY 200 3 0.990 U LAWRENCE MOSELEY RD ROBERTSDALE 200 3 EAST OFF COUNTY RD 62 N 0.500 A KING RD ROBERTSDALE 200 3 U S HWY 90-COUNTY RD 85 0.410 U FLOWERS RD ROBERTSDALE 200 3 NORTH OFF US 90 TO EOM 0.380 A COUNTY RD 85 ROBERTSDALE 200 3 0.920 A COUNTY RD 65 ROBERTSDALE-LOXLEY200 3 COUNTY RD 54 TO COUNTY RD 64 3.520 A TURNER TR PERDIDO 100 1 0.270 A 2ND ST Montrose 200 2 SIBLEY TO GRAHAM ST 0.390 A EWING FARM RD ATMORE 100 1 EAST OFF LOTTIE RD TO EOM(COUNTY LINE) 0.500 A COWLING RD ROBERTSDALE 200 3 1.220 A OTIS HAYLES RD ATMORE 100 1 JACK SPRINGS RD 0.390 A LILLIAN LN PERDIDO 100 1 LOTTIE RD 0.240 A RALPH JOHNSON RD BAY MINETTE 100 1 PHILLIPSVILLE RD 0.440 A MCCOY RD PERDIDO 100 1 COUNTY RD 47 0.310 A BLACKWATER LN ROBERTSDALE 200 3 NORTH OF 90 0.160 A MILDORF RD ROBERTSDALE 200 3 U S HWY 90 0.240 A BEAR DR ROBERTSDALE 200 3 US HWY 90 TO EAGLE LN 0.090 A DOWNING RD SUMMERDALE 200 3 COUNTY RD 38 0.370 A FOUNTAIN ST ROBERTSDALE 200 3 HUGHEN ST TO DONNIE WATERS RD 0.500 U VAUGHN RD ROBERTSDALE 200 3 SOUTH OFF US 90 TO EOM 0.480 A T D BARNETT RD ROBERTSDALE 200 3 U S HWY 90 0.260 A CORNERSTONE DR LOXLEY 200 3 0.300 A MOTHERSHEAD RD BAY MINETTE 100 1 0.390 A TONY WALLACE RD ROBERTSDALE 200 3 SOUTH OFF US 90 TO EOM 0.360 A PINE GROVE CHURCH RD PERDIDO 100 1 0.130 A DIXON LN SILVERHILL 200 3 0.480 U WILSON DR LOXLEY 200 3 COUNTY RD 54 0.460 A POPLAR RD ROBERTSDALE 200 3 SOUTH OFF U S HWY 90 TO GRAVEL 0.510 A WIGSTROM LN SILVERHILL 200 3 WOODPECKER RD 0.210 A LEE RD SPANISH FORT 100 2 OLD HIGHWAY 31 0.600 A HAGENDORFER RD LILLIAN 300 4 BETWEEN COUNTY RD 97 & COUNTY RD 91 1.760 A FAIRES RD ELBERTA 300 4 BETWEEN CNTY RD 97 & PERDIDO VISTA DR 0.540 A ROYAL LN ELBERTA 300 4 EAST 0.250 A BRADY RD ROBERTSDALE 200 3 DUNBAR RD TO END OF PAVEMENT 1.190 A HIXSON RD ELBERTA 300 4 0.790 U ROYAL LN ELBERTA 300 4 West 0.480 U FOX BRANCH RD LOXLEY 200 3 0.970 A DOVE LN ELBERTA 300 4 DEER ACRES LN 0.220 A LOPER RD LOXLEY 200 3 1.730 A ALLEN RD ROBERTSDALE 200 3 OFF COUNTY RD 87 0.410 A C P ADAMS LN ELBERTA 300 4 0.470 U NELL LN BAY MINETTE 100 1 MAY TOWER RD 0.120 A JOINER PL BAY MINETTE 100 1 SOUTH OFF MAYTOWER RD 0.360 A LENA MAE LN BAY MINETTE 100 1 0.800 A DEAN CHAPEL CHURCH RD BAY MINETTE 100 1 MAY TOWER RD (AKA 94) 0.100 A HENRY LN PERDIDO 100 1 CEMETERY RD 0.280 A CATRETT LN BAY MINETTE 100 1 MAY TOWER RD 0.270 A MODELLE BRYARS RD PERDIDO 100 1 S OFF COUNTY RD 47 TO HOYLE BRYARS RD 2.250 A COUNTY RD 21 STOCKTON 100 1 2.840 A HODGSON RD STOCKTON 100 1 BETWEEN STATE HWY 59 & COUNTY RD 21 0.460 A MELVIN STEWART RD BAY MINETTE 100 1 RABUN RD 0.730 A DALLAS HADLEY LN PERDIDO 100 1 SOUTH OF HOYLE BRYARS RD 0.100 A MARTIN HADLEY LN PERDIDO 100 1 0.150 A CEMETERY RD PERDIDO 100 1 31 TO 47 AKA CO RD 61 1.400 A BEN STEWART RD BAY MINETTE 100 1 MAY TOWER RD TO BEN STEWART RD S 0.900 A VAN HARVILLE RD BAY MINETTE 100 1 0.290 A HOWELL LN BAY MINETTE 100 1 0.070 U BASS LN BAY MINETTE 100 1 STATE HWY 225 0.160 A AMMONS RD PERDIDO 100 1 US HWY 31 TO AMMONS RD EXT 0.570 A MCKINLEY RD PERDIDO 100 1 0.930 A FLAT CREEK DR BAY MINETTE 100 1 0.230 A OAKWOOD DR BAY MINETTE 100 1 LAKEVIEW RD 0.310 A OREM RD BAY MINETTE 100 1 WEST OFF HOLLINGSWORTH RD 0.290 A PROPST RD BAY MINETTE 100 1 0.750 U RABUN RD BAY MINETTE 100 1 I-65 TO PAUL RD 5.420 A HASTIE PL STOCKTON 100 1 0.310 A OLD JACKSPRINGS RD BAY MINETTE 100 1 0.330 A DYAS RD PERDIDO 100 1 3.500 A PIMPERL RD PERDIDO 100 1 FROM U S HWY 31 TO PIMPERL RD SECTION 3 0.220 A RONALD SANKS RD BAY MINETTE 100 1 0.700 U DAVIS RD BAY MINETTE 100 1 SOUTH OFF US 31 TO EOM 1.010 A OLD STOCKTON RD BAY MINETTE 100 1 FROM 59 TO 59 0.510 A LEA BAIRD LN BAY MINETTE 100 1 0.460 A JOSHUA DR BAY MINETTE 100 1 MORRIS RD-MORRIS RD 0.660 A CURRY RD BAY MINETTE 100 1 NORTH OFF US 31 TO EOM 0.370 A SUNSET DR BAY MINETTE 100 1 NORTH OFF & LOOPS BACK TO JAYCEE RD 0.500 A PECAN LN BAY MINETTE 100 1 JAYCEE RD 0.100 A MCMILLAN DR BAY MINETTE 100 1 NORTH OFF JAYCEE RD 0.240 A GREER LN BAY MINETTE 100 1 0.100 A OLD CARNEY RD BAY MINETTE 100 1 U S HWY 31-COUNTY RD 112 0.780 A OAK LN BAY MINETTE 100 1 CO RD 112 TO CLOVER LN 0.220 A EASTWOOD DR BAY MINETTE 100 1 112-31TO END 0.460 A LAC RD BAY MINETTE 100 1 0.170 A EASLEY LN BAY MINETTE 100 1 COUNTY RD 112-COUNTY RD 112 0.890 A CHALET DR BAY MINETTE 100 1 SOUTH OFF COUNTY RD 112 0.690 A LOWER LAC DR BAY MINETTE 100 1 0.280 A PHILLIPSVILLE RD BAY MINETTE 100 1 US 31 TO PHILLIPSVILLE RD EXT 8.060 A VALREE RD BAY MINETTE 100 1 BRADY RD EXT 0.100 A STILL RD BAY MINETTE 100 1 END OF PAVEMENT TO HORSENECK RD 2.070 U J R MIMS RD BAY MINETTE 100 1 COUNTY RD 138 0.290 A WATSON LN BAY MINETTE 100 1 COUNTY RD 138 0.100 A PALMER DR BAY MINETTE 100 1 0.200 A LEATHERWOOD LN BAY MINETTE 100 1 COUNTY RD 138 0.070 A WHEELER RD BAY MINETTE 100 1 COUNTY RD 138 0.300 A JONES LN BAY MINETTE 100 1 CLIFFS LANDING RD 0.100 A JOHN MAYES RD BAY MINETTE 100 1 0.150 A STILL RD BAY MINETTE 100 1 OLD BRADY RD to end of pavement 0.460 A SOLCHENBERGER RD BAY MINETTE 100 1 0.220 A OVERSTREET RD BAY MINETTE 100 1 0.320 A OLD ROBINSON RD BAY MINETTE 100 1 PINE GROVE RD EXT-BRADY RD EXT 1.000 A RIEBEN LN BAY MINETTE 100 1 0.220 A JONES RD BAY MINETTE 100 1 1.320 A CHRISTIAN HILL RD BAY MINETTE 100 1 AMELIA RD 0.260 A AMELIA RD BAY MINETTE 100 1 PINE GROVE RD EXT TO END 0.530 A WIGGINS LN BAY MINETTE 100 1 0.100 U J W DAVISON RD BAY MINETTE 100 1 0.780 A IRIA STEWART RD BAY MINETTE 100 1 DOG WOOD RD IN PINE GROVE 0.090 A CARLEE LN BAY MINETTE 100 1 EAST OFF PINE GROVE RD EXT N 0.420 A PERKINS PL BAY MINETTE 100 1 0.260 A MEANS PL BAY MINETTE 100 1 0.390 A EARL DURANT RD BAY MINETTE 100 1 DURANT RD AKA LOUIS ROBERTS RD 0.460 A SNOWDEN LN BAY MINETTE 100 1 0.150 A L J GAINES RD BAY MINETTE 100 1 0.220 A LESLIE LN BAY MINETTE 100 1 0.100 A WEAVER LN BAY MINETTE 100 1 0.110 A NICHOLSVILLE RD BAY MINETTE 100 1 OLD DAPHNE RD-BRADY RD EXT 2.340 A PINE CIRCLE DR BAY MINETTE 100 1 PINE GROVE RD EXT E 0.100 A JUNEBERRY RD BAY MINETTE 100 1 0.080 A RAY PARNELL RD BAY MINETTE 100 1 CHARLIE HODGES RD 0.180 A OLD DAPHNE RD BAY MINETTE 100 1 EAST OFF 59 0.670 A HARVILL HILL RD BAY MINETTE 100 1 0.200 A JOE DURANT RD BAY MINETTE 100 1 COUNTY RD 138 0.280 A MANUAL DURANT RD BAY MINETTE 100 1 0.330 A DAVIS DUCK RD BAY MINETTE 100 1 0.460 A JOE DURANT RD BAY MINETTE 100 1 END FO REG PAVMENT TO E.O.M. 0.290 A QUINLEY LN BAY MINETTE 100 1 0.320 A LAKE DR BAY MINETTE 100 1 DOGWOOD LN 0.080 A JANET WAY BAY MINETTE 100 1 DOGWOOD LN 0.150 A RYALS RD BAY MINETTE 100 1 COUNTY RD 39 0.130 A HANNIS WILLIAMS RD BAY MINETTE 100 1 DURBAN FORK RD 0.490 A DOGWOOD FORK RD BAY MINETTE 100 1 DURBAN FORK RD-PINE GROVE RD EXT E 2.480 A DOGWOOD FORK RD BAY MINETTE 100 1 DURBAN FORK RD-SOUTH TO END OF PAVEMENT 0.200 A T A CHASTANG RD BAY MINETTE 100 1 0.400 A COUNTY RD 86 BAY MINETTE 100 1 2.900 A W C BOYINGTON LN BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.150 A WILLIE EARL BUCK RD BAY MINETTE 100 1 0.680 A BERTIE ROBERTS RD BAY MINETTE 100 1 LILLY WILSON LN 0.340 A BERNARD JOHNSON RD BAY MINETTE 100 1 Added June 7, 2005 (single purpose road) 0.090 A HOLLY HILL DR BAY MINETTE 100 1 STATE HWY 59 0.230 A V R BYRD RD BAY MINETTE 100 1 0.130 A COUNTRY CLUB DR BAY MINETTE 100 1 1.030 A JOHNSON CEMETERY RD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.130 A JOHNSON CEMETERY RD BAY MINETTE 100 1 Start of SP to end of pavement 0.110 A MAGNOLIA CHURCH RD BAY MINETTE 100 1 0.920 A WRIGHT DR BAY MINETTE 100 1 0.320 A CHEVAL AIRE RD BAY MINETTE 100 1 EAST OFF STATE 59 TO EOM 0.380 A NEWBERRY RD BAY MINETTE 100 1 0.200 A NEWBERRY BLUFF CIR BAY MINETTE 100 1 CLOVERLEAF LANDING RD 0.370 A ALEXANDRIA TR STAPLETON 100 1 TRAWICK RD 0.420 A CAROLYN BROWN RD STAPLETON 100 1 COUNTY RD 39 0.200 A HOOKS LOOP BAY MINETTE 100 1 EAST OFF STATE 225(LOOPS BACK IN) 0.230 A SIBLEY RD STAPLETON 100 1 0.210 A PICADA CT BAY MINETTE 100 1 0.100 A DELVAN LN BAY MINETTE 100 1 0.150 A JAMES STACEY LN STAPLETON 100 1 0.200 A PINE RD N STAPLETON 100 1 0.400 A DAVISON LN STAPLETON 100 1 COUNTY RD 39 0.160 A BYRD RD STAPLETON 100 1 STYX RIVER RD 0.860 A WILLIAMS RD BAY MINETTE 100 1 0.770 A SHENANDOAH DR SPANISH FORT 100 1 BLAKELEY RD 0.190 A SPRING RD N STAPLETON 100 1 FROM STYX RIVER RD TO TRAWICK RD 1.030 A EVIE DURANT RD STAPLETON 100 1 BROMLEY RD 0.100 A BALDWIN AV STAPLETON 100 1 STYX RIVER RD TO END OF MAINTENANCE 0.310 A CYPRESS AV LILLIAN 300 4 WEST OF AZALEA ST TO EOM 0.140 A BLAKELEY OAKS DR W SPANISH FORT 100 1 Blakeley Oaks Subdivision 1 (September 3, 1991) 0.170 A SHILOH RD BAY MINETTE 100 1 0.500 A OGDEN AV EXT STAPLETON 100 1 LILAC LN TO FINLEY LN 0.260 A COUNTY RD 112 BAY MINETTE 100 1 US HWY 31 TO RIVER RD 15.400 A BRADY RD BAY MINETTE 100 1 BRADY RD SOUTH TO COMM DIST 1 & 2 LINE 6.760 U SMITH LN STAPLETON 100 1 SOUTH OFF STYX RIVER RD 0.170 A POND RD STAPLETON 100 1 Off SPRING RD S 0.160 A BOYKIN BLVD LILLIAN 300 4 6TH ST 2.000 A MCDONALD AV LILLIAN 300 4 0.210 A PINE RD S STAPLETON 100 1 1.110 A SPRING RD S STAPLETON 100 1 1.500 A OAK LN STAPLETON 100 1 ST HWY 59 TO SPRING RD S 0.910 A COUNTY RD 112 BAY MINETTE 100 3 District 1 District 3 Line (River Rd) to Cnty 64 0.930 A NIMS FORK RD ROBERTSDALE 200 3 COUNTY RD 112 1.110 U SPRING RD S STAPLETON 100 1 0.600 A WARD RD STAPLETON 100 2 0.520 A ICKLER AV N LILLIAN 300 4 0.260 A BARCLAY AV LILLIAN 300 4 US HWY 98 TO 3RD ST 0.960 A STEELWOOD DR E LOXLEY 100 3 AL 59 TO STEELWOOD DR W 0.210 A WIDELL AV LILLIAN 300 4 SOUTH OFF 98 0.380 A WOODLANDS DR LILLIAN 300 4 EAST OFF COUNTY RD 99 0.400 A CARRIER DR E LILLIAN 300 4 COUNTY RD 99 0.330 A GILLEY RD LILLIAN 300 4 EAST OFF COUNTY RD 93 0.230 A LAKE MINETTE CIR SPANISH FORT 100 1 MILITARY BRIDGE DR 0.120 A LEE RD ROBERTSDALE 200 3 COUNTY RD 112 1.720 A BAY DR LILLIAN 300 4 COUNTY RD 99 0.120 A QUAIL RUN LILLIAN 300 4 CO RD 99 TO BAY VIEW DR 0.070 A MAGNOLIA FARMS RD ROBERTSDALE 200 3 112 2.140 A W BAY DR LILLIAN 300 4 COUNTY RD 99 0.130 A FAIRCLOTH RD LILLIAN 300 4 BOP TO 93 0.370 A ANTIETAM RD LILLIAN 300 4 COUNTY RD 99 TO END OF MAINT. 0.670 A BARRINEAU PARK RD ROBERTSDALE 200 3 COUNTY RD 112 TO END OF MAINT. 2.780 A SEMINOLE RD W SEMINOLE 200 3 Off Hunting Club Rd in both directions 1.220 A GATESWOOD LN ROBERTSDALE 200 3 COUNTY RD 112 0.620 A B R WRIGHT RD ROBERTSDALE 200 3 COUNTY RD 112 TO END 0.340 U BROWNS LANDING RD SEMINOLE 200 3 90 TO OAK CIR 1.510 A SUNSET DR LILLIAN 300 4 2.020 A ROSALIA AV LILLIAN 300 4 CR 91 TO BEGINNING PAVEMENT 1.500 U JESSUP LN LILLIAN 300 4 0.190 A FAIRCLOTH RD LILLIAN 300 4 91-JONES LN 0.510 A CARRIER DR LILLIAN 300 4 CNTY RD 91 TO CNTY RD 99 1.120 A BARTEL ST ELBERTA 300 4 COUNTY RD 91 TO COUNTY RD 93 1.010 U MERRIWETHER CT SPANISH FORT 100 2 0.070 A CARNEY MILL DR LILLIAN 300 4 0.300 A MAIDMONT LN LILLIAN 300 4 WEST FROM GEORGE PRICE LN TO EOM 1.260 U GRAFTON RD LILLIAN 300 4 0.210 A BUTLER DR SPANISH FORT 100 2 S'FORT CITY LIMITS TO EOM 0.280 A PITTS LN LILLIAN 300 4 WEST OF CR 91 0.290 A KRIEGER LN LILLIAN 300 4 WEST OFF COUNTY RD 91 0.378 A HEIDELBROOK LOOP SPANISH FORT 100 2 BUZBEE RD 0.180 A ARLIE MINCHEW RD ROBERTSDALE 200 3 COUNTY RD 112 TO PETER MORRIS RD 2.040 U WALLACE RD ROBERTSDALE 200 3 BRADY RD 0.400 U BUZBEE RD SPANISH FORT 100 2 3.090 A RANDOLF AV LILLIAN 300 4 COUNTY RD 91 0.800 A WILSON RD SPANISH FORT 100 2 OLD MOBILE RD 0.130 A SHAMBO RD SPANISH FORT 100 2 0.440 A TURBERVILLE LN SPANISH FORT 100 2 OLD MOBILE RD TO END 0.100 A ROBERT PARKER RD BAY MINETTE 100 1 0.260 A KING LN PERDIDO 100 1 SINGLE PURPOSE ROAD 0.100 A RAMER DR BAY MINETTE 100 1 0.230 A CLIFFORD HALL LN PERDIDO 100 1 0.110 A SPLINTER HILL RD PERDIDO 100 1 BETWEEN CNTY RD 47 AND JACK SPRINGS RD 3.610 A NEALY LN STOCKTON 100 1 THOMPSON RD 0.100 A BRYARS CIR 100 1 0.040 U MORRIS PL STOCKTON 100 1 NEALY DR 0.150 A KLASNICK RD PERDIDO 100 1 0.530 A COUNTY RD 47 S EXT PERDIDO 100 1 47 TO SINGLE PURPOSE SECTION 0.870 A DEER DR STOCKTON 100 1 MAY TOWER RD 0.100 A LOTTIE RD PERDIDO 100 1 7 MILE RD TO COUNTY RD 61 8.580 A T J EARLE RD LITTLE RIVER 100 1 1.230 A RALPH GANTT RD LITTLE RIVER 100 1 END OF PAVEMENT TO DIXIE LANDING RD 1.820 U RALPH GANTT RD LITTLE RIVER 100 1 ST HWY 59 TO END OF PAVEMENT 0.720 A CUMBIE RD N LITTLE RIVER 100 1 0.200 U COUGLAN RD LITTLE RIVER 100 1 1.810 U T J EARLE RD LITTLE RIVER 100 1 AL 59 TO BOP 3.850 U T J EARLE RD LITTLE RIVER 100 1 0.900 A SOUTHFIELD RD STOCKTON 100 1 NORTH OFF HOLLY CREEK RD 0.780 U SCRANAGE RD ATMORE 100 1 EOP to EOP 1.660 U JONES RD STOCKTON 100 1 0.230 U JAMES LN TENSAW 100 1 BURNT CAR ROAD 0.270 U ROBBINS RD STOCKTON 100 1 0.240 A FORT MIMS RD STOCKTON 100 1 0.380 A GREATER NEW SALEM RD STOCKTON 100 1 WEST OFF STATE 59 TO EOM 0.200 A SLAUGHTER LN STOCKTON 100 1 WEST OFF STATE 59 TO EOM 0.380 A 7 MILE RD LITTLE RIVER 100 1 59 TO LOTTIE AKA CNTY RD 61 9.430 A PRESLEY RD ATMORE 100 1 0.810 A CARTER RD STOCKTON 100 1 0.600 A TAITE LN STOCKTON 100 1 SAINT LUKE CHURCH RD 0.120 A SEALES RD STOCKTON 100 1 0.300 A UPPER GAS LINE RD S STOCKTON 100 1 WEST OFF STATE 59 TO SEALES RD 0.430 A MILSTEAD RD ATMORE 100 1 1.750 A CATRETT RD STOCKTON 100 1 SILAS GANEY RD 1.260 U AARON HADLEY RD STOCKTON 100 1 OLD GANEY RD TO END OF MAINTENANCE 0.910 A JENKS RD BAY MINETTE 100 1 OLD GANEY RD 0.360 A MARTIN LN PERDIDO 100 1 GIDDINS RD 0.210 A MARY HADLEY RD PERDIDO 100 1 0.520 A D C HARVILLE RD PERDIDO 100 1 0.690 A NIP HADLEY LN PERDIDO 100 1 S OFF GEORGE THOMLEY RD LOOP BACK INTO 0.140 A WALTER HADLEY RD PERDIDO 100 1 SPLINTER HILL RD 0.180 A BRYARS PL STOCKTON 100 1 0.200 A BARTIS FRETWELL RD PERDIDO 100 1 MIGHT BE BARTIS FRETWELL RD 0.120 A STEVENS PL STOCKTON 100 1 STEVENS RD 0.150 A JERRY STEWART RD PERDIDO 100 1 0.300 A DUDE HADLEY RD PERDIDO 100 1 DUDE HADLEY RD 0.300 A BOATWRIGHT LN PERDIDO 100 1 LONNIE HADLEY RD 0.070 A FIELD RD STOCKTON 100 1 BRYANTS LANDING RD 0.230 A WATSON CREEK RD STOCKTON 100 1 BRYANTS LANDING RD 0.100 A CANAAN RD W STOCKTON 100 1 1.480 A CANAAN RD E STOCKTON 100 1 STATE HWY 59 1.130 A WILSON DR STOCKTON 100 1 0.100 A SMITH WILLIAMSON RD PERDIDO 100 1 0.210 A MURRAY HADLEY LN PERDIDO 100 1 0.190 A ALBERT STEWART RD BAY MINETTE 100 1 RABON RD TO END OF MAINTENANCE 0.090 A MITCHEM RD BAY MINETTE 100 1 0.230 A JACK SPRINGS RD PERDIDO 100 1 BETWEEN COUNTY RD 47 & REDTOWN RD 8.810 A GENE STEWART RD BAY MINETTE 100 1 Rabun rd 0.500 A COBB LN STOCKTON 100 1 ANDERSON LN TO EOM 0.530 A WOOD CIR PERDIDO 100 1 0.200 A BRUCE BEVERIDGE RD BAY MINETTE 100 1 FROM HWY 59 TO END OF PAVEMENT 0.320 A LEANDER STEWART RD BAY MINETTE 100 1 KHOLA STEWART RD 0.220 A TATE CREEK CHURCH RD 100 1 T J EARLE RD 0.050 A PITTMAN CEMETERY RD ROBERTSDALE 200 3 COUNTY RD 64 EXT 0.300 A STYRON LN BAY MINETTE 100 1 PINE GROVE RD EXT S 0.100 A STEWART RD RABUN 100 1 OFF MAYTOWER RD 0.060 A SMITH LN STOCKTON 100 1 MAY TOWER RD 0.030 A HAMRIC LANE S Bromley 100 1 Lake Blvd 0.080 A WEAVER RD ATMORE 100 1 LOTTIE RD 0.130 A COUNTY RD 20 S FOLEY 300 4 From AL 59 to 669' west 0.830 A J W WALLACE LN ROBERTSDALE 200 3 83 SOUTH 0.260 A O'BEE RD FAIRHOPE 200 2 EAST OFF US 98 TO EOM 0.500 A JENKINS PIT RD LOXLEY 100 2 FROM LOXLEY CITY LIMITS TO END 0.420 A LEILA WILSON RD STAPLETON 100 1 COUNTY RD 39 0.110 A DENTON LN FAIRHOPE 200 2 TWIN BEECH RD 0.110 A PIMPERL RD PERDIDO 100 1 Spur-not in 911 0.130 A LIGHT OF THE WORLD CHURCH RD 100 1 0.100 A GABRIELLA LN LOXLEY 200 3 BARLOW RD 0.500 U FERNWOOD CIR FOLEY 300 4 U S 98 0.440 A YUPON ST ELBERTA 300 4 WATER ACCESS 0.100 A 98 TO END OF MAINTENANCE SANDY LN FOLEY 300 4 0.340 A HAMPSTEAD CT FAIRHOPE 200 2 SILVERWOOD DR TO END 0.050 A WAYNE HADLEY RD PERDIDO 100 1 WEST END OF LONNIE HADLEY RD 0.090 A TONY STEWART RD BAY MINETTE 100 1 RABUN RD 0.270 A PAUL CEMETERY RD PERDIDO 100 1 0.550 U ANDERSON LN STOCKTON 100 1 COBB LN 0.250 A HURRICANE RD N BAY MINETTE 100 1 HURRICANE RD 0.610 A COUNTY RD 11 FAIRHOPE 200 2 GREENO RD TO MARY ANN BEACH RD 2.020 A OLD PIERCE RD FAIRHOPE 200 2 1.430 A RHODES LN FOLEY 300 4 0.510 A SIBLEY CREEK RD SPANISH FORT 100 2 0.200 A PECAN GROVE ST MAGNOLIA SPRINGS300 4 98 TO CITY LIMITS 0.250 A NEW ERA RD FAIRHOPE 200 2 SOUTH OFF KIRKMAN LN 0.240 A BLUEBERRY LN FAIRHOPE 200 2 Gayfer Rd. Ext -COUNTY RD 48 0.500 A 7TH ST LILLIAN 300 4 S OFF COUNTY RD 99 0.270 A CAPE FEAR BLVD FOLEY 300 4 EAST OFF BARNER RD TO E.O.M. 0.170 A COUNTY RD 32 FAIRHOPE 300 3 FISH RIVER BRIDGE TO ENGEL RD District 3 & 4 Line 8.220 A HILLTOP DR FOLEY 300 4 0.210 A JOSEPHINE DR ELBERTA 300 4 From 3,713' E OF COUNTY RD 95 to EOM 1.350 A ROLAND TAYLOR LN BON SECOUR 300 4 0.145 A LAWRENCE RD EXT FAIRHOPE 200 2 LAWRENCE RD TO GUNNISON RD 0.460 A KIRBY GIBSON RD BAY MINETTE 100 1 112 TO END OF MAINTENANCE 0.120 A COY JOHNSON RD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.140 A NEW ERA RD FAIRHOPE 200 2 KIRKMAN LN NORTH SIDE 0.110 A KIRKMAN LN N FAIRHOPE 200 2 KIRKMAN LN 0.080 A COUNTY RD 95 ELBERTA 300 4 COUNTY 32 TO 296' N of S Bayou Dr 9.910 A LAKE SHORE DR GULF SHORES 300 4 SURFSIDE DR EAST TO GULF WAY DR 0.170 A SPRING BRANCH TO E O M SPRING BRANCH RD W ELBERTA 300 4 0.570 A COUNTY RD 6 GULF SHORES 300 4 OYSTER BAY RD-OAK RD W 3.280 A COUCH PLANT RD SUMMERDALE 200 3 1.510 A BELGROVE AV DAPHNE 200 2 Belgrove Estates Subdivision (December 19, 2000) 0.360 A W UNION AV LOXLEY 200 3 LOXLEY CITY LIMITS (AKA CNTY RD 64) 0.360 A E UNION AV LOXLEY 200 3 LOXLEY CITY LIMITS (AKA CNTY RD 64) 0.390 A OLD BATTLES RD FAIRHOPE 200 2 0.990 A RED BARN RD FAIRHOPE 200 2 FROM GUNNISON RD TO HIGHLAND DR 1.060 A COUNTY RD 32 FAIRHOPE 200 2 SENIC 98 TO FISH RIVER BRIDGE DISTRICT 2 & 3 6.910 A COUNTY RD 1 FAIRHOPE 200 2 S OFF SENIC & U S 98 5.650 A BRANCHWOOD DR FAIRHOPE 200 2 COUNTY RD 33 0.220 A BRAGA DR DAPHNE 200 2 ROBBINS BLVD GAP THEN TO ALPINE CT 0.540 A COUNTY RD 48 FAIRHOPE 200 3 Bohemian Hall Road - CR 55 2.020 A N MAGNOLIA ST LOXLEY 200 3 N HICKORY ST TO FLOWERWOOD RD 0.690 U WATER WORKS LN LILLIAN 300 4 EAST OF CR 91 0.100 A SCHULTZ LN PERDIDO 100 1 MCCOY RD 0.090 A MCCOY RD TO END OF MAINTENANCE MCCOY RD EXT PERDIDO 100 1 0.160 A MOBILE ST GULF SHORES 300 4 ST HWY 180 TO END OF PAVEMENT 1.270 A DAY DR STOCKTON 100 1 0.230 A LISTER LN 100 1 MCCOY RD 0.100 A HUNTING CLUB RD SEMINOLE 200 3 EOP TO EOM 0.490 A 7TH ST LILLIAN 300 4 BARCLAY AV TO MCDONALD AV 0.120 A BATTLES RD FAIRHOPE 200 2 MOBILE BAY TO SECTION ST 1.890 A AMMONS RD EXT PERDIDO 100 1 Ammons Rd to McKinley Rd 0.480 U WILLIE COOPER RD BAY MINETTE 100 1 EAST OFF RABUN RD TO EOM 0.090 A MELVIN RICHERSON RD BAY MINETTE 100 1 EAST OFF RABUN RD TO EOM 0.080 A JOSHUA DR EXT BAY MINETTE 100 1 JOSHUA DR 0.240 A ROCKHILL RD EXT BAY MINETTE 100 1 ROCKHILL RD TO END OF PAVEMENT 0.070 A DAWN CIR BAY MINETTE 100 1 0.200 A SCENIC HWY 98 FAIRHOPE 200 2 US 98 TO NELSON DR 6.590 A C L WILSON RD BAY MINETTE 100 1 0.050 A PINE GROVE RD BAY MINETTE 100 1 4.060 A LINDA JONES RD BAY MINETTE 100 1 0.470 A J B WARREN LN BAY MINETTE 100 1 0.390 A KAISER RD BAY MINETTE 100 1 NICHOLSVILLE RD 0.100 A DUCK LN BAY MINETTE 100 1 COUNTY RD 138 0.160 A WHITEHOUSE FORK RD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT TO CNTY138 3.800 A BARREN HILL RD BAY MINETTE 100 1 HURRICANE RD TO END 0.140 A COUNTY RD 55 Loxley 200 3 COUNTY RD 68 TO FLOWERWOOD RD 1.000 U CC RD FOLEY 300 4 COUNTY RD 32 TO CACTUS CT 1.000 A COUNTY RD 3 FAIRHOPE 200 2 BETWEEN CR 24 & CR 32 2.150 A TOLBERT LN DAPHNE 200 2 RIGSBY RD 0.100 A HAPPY HOLLOW RD ROBERTSDALE 200 3 COUNTY RD 64 EXT 0.400 A DUFFEE LN BAY MINETTE 100 1 0.130 A HANNIS WILLIAMS RD BAY MINETTE 100 1 END OF PAVEMENT 0.170 A VINSON RD BAY MINETTE 100 1 0.180 A BLUEFIELD DR BAY MINETTE 100 1 STATE HWY 225 TO EOM 0.540 A FOREHAND LN STAPLETON 100 1 BYRD RD 0.370 A MELVIN JOHNSON RD STAPLETON 100 1 FROM STANDARD PAVING TO E.O.M. 0.140 A BYRD RD STAPLETON 100 1 0.060 A LIZENBY LN BAY MINETTE 100 1 0.100 A SALUDA BLVD SPANISH FORT 100 1 SALUDA RIDGE SUB (CPP 2006) 0.920 A SIBLEY CIR FAIRHOPE 200 2 PARKER RD to END 0.100 A CHURCH ST STAPLETON 100 1 0.190 A TRUCK ROUTE 17 LOXLEY 200 3 FROM LOXLEY CITY LIMITS TO COUNTY RD 64 EXT AND 5.640 U BRADY RD ROBERTSDALE 200 3 END OF PAVEMENT TO TRUCK TRAIL 17 2.170 U BRADY RD BAY MINETTE 100 3 DISTRICT 1 LINE TO TRUCK TRAIL 17 3.310 U JERNIGAN LN ROBERTSDALE 200 3 SINGLE PURPOSE ROAD 0.120 A COLEMAN LN SPANISH FORT 100 2 NORTH OFF U S HWY 31 0.500 A PURVIS RD SPANISH FORT 100 2 GENERAL CANBY DR 0.130 A BUTTERFLY CR SPANISH FORT 100 2 Blakeley Forest Subdivision 6 0.040 A KELLER RD FOLEY 300 4 EAST TO WEST 59 2.270 A JUDD TR SPANISH FORT 100 2 0.100 A KIMBLER RD ROBERTSDALE 200 3 SINGLE PURPOSE ROAD 0.200 A SEED ORCHARD RD ROBERTSDALE 200 3 COUNTY RD 87 0.550 A VALERIE LN LOXLEY 200 2 0.510 A CYPRESS LOOP DAPHNE 200 2 BAY BRANCH DR TO BAY BRANCH DR 0.360 A INDEPENDENCE AV DAPHNE 200 2 COUNTY RD 13 0.110 A MAGNOLIA ST PERDIDO BEACH 300 4 WEST FROM END OF PAVEMENT TO EOM 0.100 U SILAS GANEY RD EXT STOCKTON 100 1 SOUTH OFF SILAS GANEY RD TO EOM 0.500 U PHILLIPS PL FAIRHOPE 200 2 COUNTY RD 32 0.500 A VAN DYKE LN BAY MINETTE 100 1 PINEGROVE RD 0.200 A ST REGIS LODGE RD ROBERTSDALE 200 3 0.270 A DIST 3 & 4 Line (CR 28) to Cnty 32 (JOG) COUNTY RD 55 Summerdale 300 3 1.010 A CHAMPION RD FAIRHOPE 200 2 CR 33 - Danne Rd. 1.010 A COUNTY RD 55 SILVERHILL-LOXLEY200 3 BETWEEN COUNTY RD 52 & STATE 59 4.080 A BODMAN RD LITTLE RIVER 100 1 DIXIE LANDING RD 0.110 A TURKEY CREEK TR LITTLE RIVER 100 1 0.900 U SCRANAGE RD LITTLE RIVER 100 1 END OF PAVEMENT TO AL 59 4.760 U HOLLY CREEK RD STOCKTON 100 1 HOLLY CREEK LANDING RD TO END OF SINGLE PURPOSE 0.510 A HOLLY CREEK RD STOCKTON 100 1 STATE HWY 59 TO SINGLE PURPOSE 5.100 U REESE LN STOCKTON 100 1 0.120 U SILAS GANEY RD EXT N STOCKTON 100 1 SILAS GANEY RD EXT 0.200 U WARREN RD STOCKTON 100 1 0.440 A S VAUGHN CIR STOCKTON 100 1 COUNTY RD 21 TO END OF SP 0.190 A VAUGHN CIR STOCKTON 100 1 COUNTY RD 21 TO VAUGHN CIR 0.210 U GEORGE THOMLEY RD PERDIDO 100 1 0.200 A LANCASTER LN BAY MINETTE 100 1 KHOLA STEWART RD 0.050 U MCLAIN RD BAY MINETTE 100 1 NORTH OFF US 31 TO EOM 0.720 A COUNTY RD 48 R'DALE 200 3 OWENS TO STATE HWY 59 1.640 A COUNTY RD 48 FAIRHOPE 200 2 181 to 2 & 3rd District Line (Fish River) 2.590 A COUNTY RD 48 FAIRHOPE 200 3 2 & 3rd District Line (Fish River) to BOHEMAIAN 1.450 A COUNTY RD 48 R'DALE 200 3 59 TO ZINNER 4.040 A ALBERT RIEBEN RD BAY MINETTE 100 1 COUNTY RD 138 TO END OF MAINTENANCE 0.300 A WHITE RD BAY MINETTE 100 1 WHITEHOUSE FORK RD TO WHITE RD EXT 0.960 A SMITH RD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.190 A BYRNES LAKE RD BAY MINETTE 100 1 1.980 A HAMRIC LANE Bromley 100 1 LAKE BLVD-HAMRIC LN N 0.060 A FRESH WATER DR SPANISH FORT 100 1 NORTH LAKE DR 0.200 A LAKE MINETTE PT SPANISH FORT 100 1 LAKE MINETTE CIR 0.060 A ATLANTA CIR SPANISH FORT 100 2 Blakeley Forest Subdivision 6 (November 21, 2000) 0.050 A BRADY RD EXT BAY MINETTE 100 1 1.000 A DREW PHILLIPS RD LITTLE RIVER 100 1 EAST OFF STATE 59 TO EOM 0.280 A PAUL RD PERDIDO 100 1 1.110 A EASTWOOD DR S BAY MINETTE 100 1 0.070 A LAKEVIEW RD BAY MINETTE 100 1 STATE HWY 225-STATE HWY 59 1.220 A WHITE OSPREY DR S LILLIAN 300 4 LOST BAY DR 0.310 A WHITE OSPREY DR N LILLIAN 300 4 LOST BAY DR 0.280 A RAVENWOOD CIR DAPHNE 200 2 AUSTIN RD 0.710 A MISTY GLEN DAPHNE 200 2 RAVENWOOD CIR 0.110 A CASHIERS CT DAPHNE 200 2 RAVENWOOD CIR 0.030 A GLASS AND SPIVEY RD ROBERTSDALE 200 3 MURPHY LN SOUTH TO END OF MAINTENANCE 0.250 A COUNTY RD 55 FOLEY 300 4 U.S. 98 TO COM. DIST 3 & 4 Line (CR 28) 3.530 A NORTHCUTT LN ROBERTSDALE 200 3 COUNTY RD 64 TO EOM 0.510 A SWIFT RD FOLEY 300 4 SWIFT CHURCH RD TO COLEMAN LN 0.360 A COUNTY RD 54 E DAPHNE 200 2 CR 54 - CR 64 1.990 A CORTE RD DAPHNE 200 2 STATE 181 TO CR 13 1.040 U AVALON BLVD DAPHNE 200 2 BETWEEN COUNTY RD 54 & HALCYON LOOP 0.280 A RIVER RD BAY MINETTE 100 1 FROM END OF 20' WIDTH TO EOM 0.080 A THOMPSON RD BAY MINETTE 100 1 EAST OFF STATE 225 TO EOM 0.140 A WHITE LN STAPLETON 100 1 TRAWICK RD 0.030 A SIB BOYINGTON LN BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.120 A WANDA CHANDLER RD BAY MINETTE 100 1 HANNIS WILLIAMS RD 0.430 A C. DANIELS RD BAY MINETTE 100 1 HANNIS WILLIAMS RD 0.230 A NELSON LN GULF SHORES 300 4 EOA TO EOM 0.020 U KIRKMAN LN FAIRHOPE 200 2 0.370 A BROAD ST SILVERHILL 200 3 WITHIN CTY LIMITS OF SILVERHILL (AKA CR 55) 1.010 A BISHOP RD FAIRHOPE 200 2 BETWEEN DYER RD - FAIRHOPE AV 0.750 A THOMPSON HALL RD FAIRHOPE 200 2 TWIN BEECH TO 300 FT SOUTH OF DERBY LN 0.270 A WALKER TR SUMMERDALE 300 3 DAVIS RD & CNTY RD 36 WEST TO EOP 0.170 A COMALANDER RD N FAIRHOPE 200 2 0.190 A TWIN BEECH RD FAIRHOPE 200 2 STATE HWY 181 TO TWIN BEECH RD S 3.750 A GAINESWOOD BLVD FAIRHOPE 200 2 0.140 A POSER DR FAIRHOPE 200 2 EAST OFF 181 0.300 A WYNN RD SUMMERDALE 300 3 PAUL CLEVERDON RD to AL HWY 59 0.520 A ROLEY LN BAY MINETTE 100 1 WEST OFF RABUN RD TO EOM 0.120 A KHOLA STEWART RD EXT BAY MINETTE 100 1 KHOLA STEWART RD E 0.020 A STOCKTON CEMETERY RD STOCKTON 100 1 WEST OFF 59-SOUTH OF 225 & 59 INTERSECTION 0.380 A CAMILLA LN STOCKTON 100 1 COUNTY RD 21 0.150 A MCKINLEY RD PERDIDO 100 1 0.150 U CLARA MAE SMITH RD BAY MINETTE 100 1 0.430 A EMMONS RD BAY MINETTE 100 1 0.390 A SONORA DR SUMMERDALE 300 3 WOODHAVEN DAIRY RD E 0.280 A ANNIE COOPER LN SUMMERDALE 300 4 COUNTY RD 28 TO END 0.500 A MAMMIE'S CHAPEL RD LITTLE RIVER 100 1 WEST OFF STATE 59 TO EOM 0.080 A MICKEY KEMMER RD STOCKTON 100 1 0.050 U UNION TOWN RD STOCKTON 100 1 BETWEEN PAVED SEGMENTS 0.560 U JAMES LN STOCKTON 100 1 STATE HWY 59 0.050 U WILLIAMS LN STOCKTON 100 1 DANNY HALL RD 0.050 A ST LUKE CHURCH RD N STOCKTON 100 1 ST LUKE CHURCH RD 0.070 A LUKE HADLEY RD ATMORE 100 1 EAST OFF LOTTIE RD 0.820 A RAY RD PERDIDO 100 1 0.300 U DOWNEY LN 100 1 Runs SW off County Rd 47 0.050 A SELLERS LN FOLEY 300 4 NANCE RD TO JUNIPER ST N 0.250 U RESTER AV LILLIAN 300 4 0.090 U VIRGINIA AV FOLEY 300 4 NORTH OFF US 98 TO EOM 0.190 A GAVIN LN FOLEY 300 4 SOUTH OFF US 98 TO GAVIN LN 0.230 A BROWN LN ORANGE BEACH 300 4 Cotton Creek & Roscoe to FBE 0.380 A HORSE SHOE CIR SEMINOLE 200 3 0.780 A WILSON RD ELBERTA 300 4 BETWEEN MIFLIN RD & Hance Ln 0.390 A REBEL RD DAPHNE 200 2 ST HWY 181 TO AUSTIN RD 0.520 A PALAO DR LILLIAN 300 4 NORTH OFF TARKLIN VIEW DR 0.290 A TARKLIN VIEW DR LILLIAN 300 4 COUNTY RD 99 0.220 A MAGNOLIA SPRINGS HWY FOLEY 300 4 MAGNOLIA SPRINGS CTY LMTS TO CNTY RD 49 S 5.120 A SPRINGFIELD CT FOLEY 300 4 COLDWATER DR 0.210 A LLOYD LN FAIRHOPE 200 2 INGLESIDE AV 0.180 A COUNTY RD 8 GULF SHORES 300 4 LOOP WEST OF MANSKOW LN EAST TO E.O.M. 2.780 A BOGGY BRANCH LN GULF SHORES 300 4 PINE ACRES RD 0.090 A WATER PLANT RD GULF SHORES 300 4 0.510 U GALLOWAY LN GULF SHORES 300 4 0.220 A SURFSIDE DR GULF SHORES 300 4 SOUTH OFF FORT MORGAN RD 0.480 A DRIFTWOOD DR GULF SHORES 300 4 0.510 A ANTIOCH CHURCH RD FAIRHOPE 200 2 Single purpose road (added July 18, 2002, Dist 6) 0.110 A CLIFTON WHITE RD ROBERTSDALE 200 3 EAST OFF TAYLOR STILL RD 0.090 A JOE FOLEY RD ROBERTSDALE 200 3 COUNTY RD 87 TO U S HWY 90 0.210 U GILES LN ROBERTSDALE 200 3 BETWEEN SP PORTIONS 0.300 U GILES LN ROBERTSDALE 200 3 HEIDELBERG RD 2 DIRT-JOE FOLEY RD N 2 EOM 0.420 A CC RD SEMINOLE 200 3 SOUTH OFF U S HWY 90 TO EOM 0.500 U KINGS LANDING RD SEMINOLE 200 3 KINGWAY RD-THREE RIVERS RD 0.950 U HUGHEN ST ROBERTSDALE 200 3 KENDRICK RD TO EOM 0.250 U BROWN LN SUMMERDALE 200 3 0.390 A COUNTY RD 9 SUMMERDALE 300 4 CO RD 28 (DIST 3 & 4 LINE) TO US HWY 98 3.890 A CHARLEY BOOTHE RD FAIRHOPE 200 2 GREENO RD 0.150 A 6TH AV FAIRHOPE 200 2 MYRTLE ST 0.080 A AGEE LN FAIRHOPE 200 2 ANTIOCK CHURCH RD WEST TO EOM 0.010 A SIBLEY ST FAIRHOPE 200 2 WEST OFF 98 TO EOM 0.510 A MARY RUSSELL RD LOXLEY 200 3 0.360 A HOLLEY ST LOXLEY 200 3 59 TO SHAMBO CT 0.360 A JUNIPER ST N FOLEY 300 3 FBE TO 28 0.450 A BAKER RD 100 1 OFF BOATYARD ROAD 0.160 U N BAKER RD 100 1 UNION TOWN 0.040 U MANNICH LN FOLEY 300 4 CR 9 TO LIPSCOMB RD 1.510 U MANNICH LN SUMMERDALE 300 4 CR 17 - CR 9 0.500 A MANNICH LN FOLEY 300 4 LIPSCOMB RD TO CR 49 1.010 A MANNICH LN FOLEY 300 4 CR 49 - Norris Ln 0.550 U JACKSON LN SUMMERDALE 300 4 RIVERSIDE DR 0.110 U DRY BRANCH RD SUMMERDALE 300 3 NORTH OFF COUNTY RD 32 TO EOM 0.280 U DAVIS RD SUMMERDALE 300 3 South of 32 COUNTY RD 28 0.310 U ESLAVA DR FOLEY 300 4 0.220 U GRANTHAM RD FOLEY 300 4 Maintnenance begins 250 S of US 98 - 26 0.960 A COUNTY RD 71 S FOLEY 300 3 BETWEEN CNTY RD 28 & ST HWY 59 0.790 A COUNTY RD 71 S FOLEY 300 4 SOUTH OFF COUNTY RD 28 (DIST 4 & 3 LINE) TO 59 1.030 A WOERNER RD FOLEY 300 4 COUNTY RD 73-NANCE RD 0.250 A WOERNER RD FOLEY 300 4 NANCE RD-JUNIPER ST N 0.250 U OAK MEADOW DR FOLEY 300 4 E SIDE OF BARIN FIELD RD 0.620 A HANSEL HODGES RD ELBERTA 300 4 JOE GOTTLER RD 0.070 U FAIRCLOTH RD LILLIAN 300 4 EOP TO BOP 0.370 U N BAYOU RD LILLIAN 300 4 COUNTY RD 99 0.290 A S BAYOU DR ORANGE BEACH 300 4 COUNTY RD 95 0.370 U VARGO LN ELBERTA 300 4 EAST OFF COUNTY RD 95 0.290 A ROUTE RD LILLIAN 300 4 CARRIER DR TO CARRIER DR 0.020 A GULF VIEW DR GULF SHORES 300 4 0.180 A COUNTY RD 47 N PERDIDO 100 1 BETWEEN COUNTY RD 47 & OLD COUNTY RD 47 0.180 U OLD COUNTY RD 47 PERDIDO 100 1 OFF 47 0.590 A DORTHY LN STOCKTON 100 1 UNION TOWN RD 0.070 U MARY ANN BEACH RD FAIRHOPE 200 2 2.770 A COUNTY RD 47 S EXT PERDIDO 100 1 SECTION 1 TO EOM 0.250 A COLLIER LOOP DAPHNE 200 2 MILTON JONES RD 0.250 A BRAEDEN DR DAPHNE 200 2 MILTON JONES RD 0.040 A MAGNOLIA CREEK DR EXT Foley 300 4 COUNTY RD 65 TO MAGNOLIA CREEK DR 0.130 A CRAWFORD RD ELBERTA 300 4 COUNTY RD 20 0.750 A DAUGHERTY LN FAIRHOPE 200 2 WEST OFF US 98 TO EOM 0.120 A CONCORD DR E LILLIAN 300 4 BARCLAY AV 0.150 A OSWALT LN SILVERHILL 200 3 From Bohemain Hall Rd 0.130 A BEMIS LN FOLEY 300 3 COUNTY RD 32 0.200 A VIC MIKKELSON LN SUMMERDALE 300 4 FROM COUNTY RD 28 TO END 0.500 U QUAIL LN FOLEY 300 4 OFF 65-SOUTH UNDERWOOD 0.350 A PEED PL GULF SHORES 300 4 0.180 A HANCE LN ELBERTA 300 4 WEST OFF WILSON RD 0.250 A BROWN RD BAY MINETTE 100 1 COUNTY RD 138 0.210 A LYMON LN BAY MINETTE 100 1 BYRNES LAKE RD TO END 0.510 A MIFLIN CREEK RD ELBERTA 300 4 MIFLIN RD 0.500 U MIFLIN CREEK RD ELBERTA 300 4 MIFLIN RD 0.170 A BLAIR RD STAPLETON 100 1 WEST OFF STATE 59 TO VINSON LN 0.080 A WHITE RD EXT BAY MINETTE 100 1 WHITE HOUSE RD 0.420 A COUNTY RD 24 FAIRHOPE 200 2 BERNICE SOUDERS LN TO SHERWOOD HIGHLAND 4.210 A BLUFF RD SUMMERDALE 300 4 CR 9 - End 0.250 A SOUTH BLVD SILVERHILL 200 3 BOHEMIAN HALL RD TO CR 49 1.000 A RIVER BIRCH ST DAPHNE 200 2 CYPRESS LOOP TO BAY BRANCH DR 0.200 A ALPINE CT DAPHNE 200 2 BRAGA DR 0.040 A BRADFORD CT DAPHNE 200 2 BAY BRANCH DR 0.110 A HOLLY GROVE RD BAY MINETTE 100 1 COUNTY RD 112 3.510 U BAPTIST BALL PARK RD STAPLETON 100 1 OAK LN 0.250 A SKY LN FAIRHOPE 200 2 LAWRENCE RD 0.090 A SOUTHERN ALUMINUM DR BAY MINETTE 100 1 NICHOLSVILLE RD 0.210 A FOX BRANCH LN LOXLEY 200 3 COUNTY RD 65 0.320 A BISHOP RD FAIRHOPE 200 2 GREENO RD EAST-CNT 13 WEST FAIRHOPE LMTS 0.630 A HUNTER LN FOLEY 300 4 COUNTY RD 55 0.140 A QUAIL LN FOLEY 300 4 CO RD 55 0.140 A HOFFMAN RD SUMMERDALE 300 3 PAUL CLEVERDON TO 59 (AKA COUNTY RD 34) 0.510 A ASHBERRY CT SPANISH FORT 100 1 BOARDWALK DR 0.040 A APPLEWATER CT SPANISH FORT 100 1 BOARDWALK DR 0.060 A RUSHING WATER CT SPANISH FORT 100 1 BOARDWALK DR 0.160 A NORTHBROOK CIR SPANISH FORT 100 1 BOARDWALK DR 0.140 A ALDER CIR SPANISH FORT 100 1 BOARDWALK DR 0.210 A AUDUBON DR FOLEY 300 4 COUNTY RD 10 0.470 A OLD ORCHARD PL FAIRHOPE 200 2 GREENO RD 0.210 A LAKELAND BLVD LOXLEY 200 3 E OFF COUNTY RD 55 0.090 A LAKELAND DR LOXLEY 200 3 LAKELAND BLVD 0.980 A SUNSET CT N LOXLEY 200 3 LAKELAND DR 0.080 A LAKESIDE TER LOXLEY 200 3 PINEWOODS LN 0.240 A PINEWOODS LN LOXLEY 200 3 LAKELAND DR 0.060 A DESCARTES DR LOXLEY 200 3 LAKELAND DR 0.060 A LAKEWAY DR LOXLEY 200 3 COUNTY RD 55 0.210 A SUNRISE CT LOXLEY 200 3 LAKELAND DR 0.050 A MASADA CT LOXLEY 200 3 LAKELAND DR 0.120 A LOST BAY DR LILLIAN 300 4 COUNTY RD 99 0.040 A SPECS LN SUMMERDALE 300 4 UNDERWOOD RD 0.580 U SHEA CIR FOLEY 300 4 RHODES LN 0.330 A AVERY LN FOLEY 300 4 SHEA CIR 0.180 A ADDISON PL FOLEY 300 4 AVERY LN 0.030 A LOGAN PL FOLEY 300 4 AVERY LN 0.030 A COUNTY RD 64 LOXLEY 200 3 FROM LOXLEY CITY LIMITS TO I-10 8.250 A N ROLLING GREEN DR ELBERTA 300 4 DAW RD TO ELBERTA CITY LIMITS 0.280 A COUNTY RD 20 FOLEY 300 4 MIFLIN RD TO BRIDGE THEN FROM CTY LMTS E 3.240 A BRETZ LN ELBERTA 300 4 CITY LIMITS TO EOM 0.410 A PILGRIM RD ELBERTA 300 4 CTY LIMIT WEST TO EOM 0.770 U ROLAND GODWIN RD BAY MINETTE 100 1 FROM E.O.P TO EOM 0.220 A HONEYCUTT CT BAY MINETTE 100 1 ROLAND GODWIN RD 0.220 A S LAY LN FOLEY 300 4 LAY LN TO E.O.M. 0.120 A LAY LN FOLEY 300 4 EAST AND WEST NORTH END OF S LAY LN 0.330 A SADDLE WOOD LN FAIRHOPE 200 2 POLO RIDGE BLVD 0.590 A STIRRUP CT FAIRHOPE 200 2 SADDLE WOOD LN 0.040 A GRAHAM ST FAIRHOPE 200 2 2ND ST EAST .09 MILES 0.090 A MADEWOOD RD(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.100 A WILLINGHAM RD(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.080 A UPPER GAS LINE RD STOCKTON 100 1 ANKUM LN 0.110 A ANKUM LN STOCKTON 100 1 SAINT LUKE CHURCH RD 0.100 A GOAT COOPER RD N ROBERTSDALE 200 3 LINHOLM RD 0.840 A GOAT COOPER RD ROBERTSDALE 200 3 GOAT COOPER RD N 1.380 A S VAUGHN CIR STOCKTON 100 1 COUNTY RD 21 SOUTH TO BEGIN OF SP 0.340 A N VAUGHN CIR STOCKTON 100 1 CENTER RD NORTH TO COUNTY RD 21 0.530 A MORNINGSIDE DR BAY MINETTE 100 1 ROCKHILL RD 0.130 A BALSAM CT SPANISH FORT 100 2 PINYON DR 0.610 A MADRONE LN SPANISH FORT 100 2 BETWEEN PINYOUN DR & BALSAM CT 0.110 A PINYON DR SPANISH FORT 100 2 OLD HIGHWAY 31 0.590 A VIOLA RD GULF SHORES 300 4 COUNTY RD 8 0.360 A PORTER PL STOCKTON 100 1 BRYANTS LANDING RD 0.060 A HALE RD STOCKTON 100 1 BRYANTS LANDING RD 0.140 A SMITH PL STOCKTON 100 1 N VAUGHN CIR 0.100 A COUNTY RD 48 S ROBERTSDALE 200 3 COUNTY RD 71 EAST TO EOM 1.390 A WESTVIEW CEMETERY RD BAY MINETTE 100 1 STATE HWY 225 0.110 U COUNTY RD 64 EXT DUNAWAY LN ROBERTSDALE 200 3 COUNTY RD 64 EXT 0.090 A COUNTY RD 71 SUMMERDALE 200 3 COUNTY RD 36-County Rd 48 S 1.510 A LOST RIVER RD SEMINOLE 200 3 THREE RIVERS RD TO LOST RIVER RD EAST 1.790 A JAY RD STOCKTON 100 1 MAY TOWER RD 0.330 A JAY RD W STOCKTON 100 1 JAY RD 0.090 A ANNIE LOGAN RD BAY MINETTE 100 1 NORTH OFF PINE GROVE RD EXT TO END 0.090 U RIVER LANDING RD SEMINOLE 200 3 LOST RIVER RD 0.180 A ROLEY RD BAY MINETTE 100 1 PHILLIPSVILLE RD 0.620 A ROLEY RD E BAY MINETTE 100 1 ROLEY RD 0.110 A WHITE RD LITTLE RIVER 100 1 WEST OFF STATE 59 TO EOM 0.620 A WHITE RD N LITTLE RIVER 100 1 WHITE RD 0.090 A BERTHA CLEVELAND RD S BAY MINETTE 100 1 BERTHA CLEVELAND RD 0.350 A ATKINSON MILL RD STOCKTON 100 1 SOUTH OFF BOATYARD RD 0.650 A ATKINSON MILL RD W STOCKTON 100 1 ATKINSON MILL RD 0.080 A BERCANT DR STOCKTON 100 1 LAKEVIEW RD 0.190 A BERCANT DR E STOCKTON 100 1 BERCANT DR 0.050 A LILLIE WHITE LN N BAY MINETTE 100 1 3036 0.080 U LILLIE WHITE LN BAY MINETTE 100 1 AMELIA RD 0.120 U BROWN RD S BAY MINETTE 100 1 BROWN RD 0.110 A BROWN RD EXT BAY MINETTE 100 1 BROWN RD 0.110 A BROWN RD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.690 A CHANCERY LN S PERDIDO 100 1 CHANCERY LN 0.160 A CHANCERY LN PERDIDO 100 1 SPLINTER HILL RD 0.290 A ROBERT WHITE RD EXT BAY MINETTE 100 1 SOUTH OFF ROBERT WHITE & HOLLINGSWORTH 0.140 A JERKINS LN STAPLETON 100 1 STYX RIVER RD 0.090 A JERKINS LN E STAPLETON 100 1 JERKINS LN 0.070 A HERMAN SLEDGE RD BAY MINETTE 100 1 WEST OFF STATE 225 TO EOM 0.200 A HERMAN SLEDGE RD S BAY MINETTE 100 1 HERMAN SLEDGE RD 0.100 A CHARLIE JOHNSON RD S BAY MINETTE 100 1 CHARLIE JOHNSON RD 0.090 A CHARLIE JOHNSON RD EXT BAY MINETTE 100 1 CHARLIE JOHNSON RD 0.110 A CHARLIE JOHNSON RD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.230 A KHOLA STEWART RD E BAY MINETTE 100 1 KHOLA STEWART RD 0.120 A KHOLA STEWART RD BAY MINETTE 100 1 RABUN RD 0.910 A COUNTY RD 69 W LOXLEY 200 3 COUNTY RD 69 0.090 A COUNTY RD 69 LOXLEY 200 3 1.260 A ST LUKE CHURCH RD W STOCKTON 100 1 ST LUKE CHURCH RD 0.070 A ST LUKE CHURCH RD STOCKTON 100 1 STATE HWY 59 1.300 A WARD RD W STAPLETON 100 2 WARD RD 0.110 A POUND RD LILLIAN 300 4 CONDON RD 0.030 A RIVER RD FAIRHOPE 200 2 MYRTLE ST 0.500 A COUNTY RD 34 FAIRHOPE 200 2 US 98 - AL 181 2.000 A SCRANAGE RD ATMORE 100 1 BEGINNING PAVEMENT TO END PAVEMENT 2.000 A ANNIE LOGAN RD W BAY MINETTE 100 1 ANNIE LOGAN RD TO END 0.050 U IRA TUBERVILLE RD PERDIDO 100 1 COLEMAN RD 0.130 A J D RODGERS LN BAY MINETTE 100 1 COUNTY RD 39 0.080 A WHITE LN PERDIDO 100 1 OLD COUNTY RD 47 0.140 A SPRINGSTEEN LN FOLEY 300 4 Fr BENDER RD to 90 degree curve 0.250 U CRESSIDA LOOP DAPHNE 200 2 COUNTY RD 54 E 0.550 A CHAUCER AV DAPHNE 200 2 COUNTY RD 54 E 0.250 A N PICKENS AV LILLIAN 300 4 WEST OFF CNTY HWY 99 0.580 A ANTEBELLUM BLVD(BONDED) STAPLETON 100 1 BROMLEY RD 0.610 A CHICKASAW RD GULF SHORES 300 4 MUSCOGEE RD 0.120 A BIRD HOG RD ROBERTSDALE 200 3 GREEK CEMETERY RD 0.360 A GREEK CEMETERY RD ROBERTSDALE 200 3 EO SP TO 90 3.630 A GREEK CEMETERY RD ROBERTSDALE 200 3 BOM TO END OF SP 0.490 A BREMAN RD ELBERTA 300 4 FRANK RD TO FEELY 2.010 A WOODPECKER RD SILVERHILL 200 3 COUNTY RD 49-55 1.010 U WOODPECKER RD SILVERHILL 200 3 COUNTY RD 55-HILL RD 0.510 A PERDIDO ST LILLIAN 300 4 CR 99 TO BARCLAY AV 0.740 A ANNA'S WAY STAPLETON 100 1 PINE RD S 0.180 A FELL RD ELBERTA 300 4 STUCKI RD 0.580 U COUNTY RD 62 S ROBERTSDALE 200 3 US 90 TO GLASS AND SPIVEY RD 2.470 A PARKER RD FAIRHOPE 200 2 U S HWY 98 0.260 A HILL RD SILVERHILL 200 3 COUNTY RD 52-COUNTY RD 54 0.990 A STEWART RD PERDIDO 100 1 COUNTY RD 47 S EXT 0.210 A STABLES DR SPANISH FORT 100 2 U S HWY 31 0.420 A CHURCHILL DR SPANISH FORT 100 2 U S HWY 31 0.240 A BOARDWALK DR SPANISH FORT 100 1 STILLWATER BLVD 1.150 A CARSON LN SPANISH FORT 100 1 BOARDWALK DR 0.390 A FLINTWOOD CIR SPANISH FORT 100 1 BOARDWALK DR 0.050 A ALABASTER DR DAPHNE 200 2 COUNTY RD 54 E 0.770 A PROMISE LN DAPHNE 200 2 JERICHO DR-ALABASTER DR 0.070 A LEVI LOOP DAPHNE 200 2 JERICHO DR 0.050 A BROKEN BRANCH CIR SPANISH FORT 100 2 U S HWY 31 0.160 A POWELL PL STOCKTON 100 1 0.200 A SCHOEN RD ELBERTA 300 4 COUNTY RD 87-BREMAN RD 1.010 U 7TH ST LILLIAN 300 4 MCDONALD AV SOUTH 0.110 U ELAINE DR STOCKTON 100 1 EAST OFF STATE HWY 59 0.280 A PITKIN DR FOLEY 300 4 STATE HWY 59 0.250 A PADDINGTON DR FOLEY 300 4 PITKIN DR 0.270 A HEARTHSTONE DR FOLEY 300 4 PITKIN DR 0.090 A FREMONT CT FOLEY 300 4 PITKIN DR 0.070 A CATHEDRAL LN SILVERHILL 200 3 COUNTY RD 9 0.280 A LEESBURG PIKE DAPHNE 200 2 WARRENTON RD 0.340 A WARRENTON ROAD DAPHNE 200 2 BRENTMOOR BLVD 0.610 A BRENTMOOR BLVD DAPHNE 200 2 COUNTY RD 54 W 0.050 A BELLEWOOD DR DAPHNE 200 2 COUNTY RD 64 0.210 A SANIBEL LOOP DAPHNE 200 2 RAMANO DR 0.510 A BASCAYNE CIR DAPHNE 200 2 EAST OFF SANIBEL LOOP 0.030 A RAMANO DR DAPHNE 200 2 MILTON JONES RD 0.030 A ARLINGTON BLVD SPANISH FORT 100 2 BUCKINGHAM BLVD 0.280 A RUSSET CT FOLEY 300 4 COPPERWOOD DR 0.130 A COPPERWOOD DR FOLEY 300 4 U S HWY 98 0.160 A SPINDLE LN DAPHNE 200 2 GARRETT RD 0.250 A DIXIE LANDING RD LITTLE RIVER 100 1 STATE HWY 59 TO E.O.M. 3.460 A BULB DR DAPHNE 200 2 COUNTY RD 54 W-SPINDLE LN 0.150 A WENTWOOD CT DAPHNE 200 2 COUNTY RD 54 E 0.340 A KELDON CT DAPHNE 200 2 WENTWOOD CT 0.150 A MERCER CT DAPHNE 200 2 WENTWOOD CT 0.090 A CHENIN BLANC DR SILVERHILL 200 3 MERLOT LOOP 0.100 A SONOMA BLVD SILVERHILL 200 3 COUNTY RD 49 0.270 A MERLOT LOOP SILVERHILL 200 3 SONOMA BLVD TO CHENIN BLANC DR 0.240 A ZINFANDEL LN SILVERHILL 200 3 SONOMA BLVD 0.170 A CABERNET LN SILVERHILL 200 3 SONOMA BLVD 0.100 A SPECKLE TROUT RT SPANISH FORT 100 2 GENERAL CANBY DR 0.490 A ROUNDHOUSE RD FAIRHOPE 200 2 MOSELEY RD 0.120 A BRICK STACK LN FAIRHOPE 200 2 MOSELEY RD 0.150 A SELDON ST FAIRHOPE 200 2 DAIRY RD 0.250 A BURWICK LOOP FAIRHOPE 200 2 SELDON ST 0.580 A PENBRIDGE AV FAIRHOPE 200 2 BURWICK LOOP 0.140 A WALDEN LN SPANISH FORT 100 2 REDMOND LN 0.270 A COYOTE DR SPANISH FORT 100 2 WALDEN LN 0.660 A MEUSE DR FOLEY 300 4 COUNTY RD 12 S 0.040 A WASSER CT FOLEY 300 4 FEDER DR 0.030 A STEADFAST CT DAPHNE 200 2 COUNTY RD 54 E 0.260 A CHARMONT WAY LOXLEY 200 3 COUNTY RD 66 N-BOAZ RD W 0.250 A BRIGHTWAY CROSSING (BONDED) LOXLEY 200 3 CHARMONT WAY 0.250 A CORA DR LOXLEY 200 3 CHARMONT WAY 0.040 A MEADE TL LOXLEY 200 3 CHARMONT WAY 0.190 A JIM HADLEY RD EXT BAY MINETTE 100 1 JIM HADLEY RD 0.380 A JIM HADLEY RD BAY MINETTE 100 1 OLD GANEY RD 1.010 A BALIN DR SPANISH FORT 100 2 LAKE BLVD 0.220 A RAEGAN LN SPANISH FORT 100 2 LAKE BLVD 0.280 A LAKE BLVD Bromley 100 1 HWY 225 0.930 A FRESH WATER DR SPANISH FORT 100 2 BALIN DR 0.030 A BAY VIEW DR LILLIAN 300 4 QUAIL RUN TO BAY DR 0.390 A BAY VIEW DR LILLIAN 300 4 PLAZA BIANCO TO EOM 0.390 A JUSTIN CT BAY MINETTE 100 1 DELTA WOODS DR 0.080 A TALL TIMBERS LN ELBERTA 300 4 CANDLEWOOD LN 1.040 A BRIDLE LN ELBERTA 300 4 COUNTY RD 97 0.060 A CANDLEWOOD LN ELBERTA 300 4 COUNTY RD 97 0.060 A PALUSTRIS CT ELBERTA 300 4 TALL TIMBERS LN 0.030 A BOULDER DR SILVERHILL 200 3 COUNTY RD 48 0.200 A MEGAN CT SILVERHILL 200 3 BOULDER DR 0.050 A HEATHROW DR SILVERHILL 200 3 COUNTY RD 48 0.340 A LOCKRIDGE RD FOLEY 300 4 COUNTY RD 12 S 0.190 A TALUS CT FOLEY 300 4 LOCKRIDGE RD 0.090 A MEDWAY CT FOLEY 300 4 LOCKRIDGE RD 0.090 A BRAMBLEWOOD CT FOLEY 300 4 LOCKRIDGE RD 0.090 A SANCTUARY DR FOLEY 300 4 MANSION ST 0.320 A COUNTY RD 39 BAY MINETTE 100 1 CR 138-WHITEHOUSE FORK RD EXT 2.210 A COUNTY RD 39 BAY MINETTE 100 1 CR 138-WHITEHOUSE FORK RD EXT(OUTSIDE CITY LIMITS) 2.210 A ENGEL RD Summerdale 300 3 COUNTY RD 73-BALDWIN BEACH EXPRESS 1.010 U BALDWIN BEACH EXPRESS FOLEY 300 3 FOLEY-BEACH EXPRESS TO CNTY 36 3.500 A PECAN ST N FOLEY 300 4 Maint. begins 135' s of Durby Ln to CR 24 0.330 A COUNTY RD 28 S FOLEY 300 4 From 653'' S of FBE 0.820 A PYLON CT FOLEY 300 4 SANCTUARY DR 0.110 A WISHING TREE CT FOLEY 300 4 SANCTUARY DR 0.070 A EXPLORER DR LOXLEY 200 3 COUNTY RD 65 TO EOM 0.330 A OUTLOOK DR LOXLEY 200 3 ACCESS AV NORTH & SOUTH TO MALLARD DR 0.690 A MALLARD DR LOXLEY 200 3 OUTLOOK DR 0.250 A CANVASBACK DR LOXLEY 200 3 OUTLOOK DR 0.290 A ALOE LN LILLIAN 300 4 ARBOR RIDGE CIR 0.050 A WILLIS RD BAY MINETTE 100 1 WHITEHOUSE FORK RD 0.090 A WILLIS RD BAY MINETTE 100 1 START OF SP TO EOM 0.190 A WILLIS RD BAY MINETTE 100 1 WHITEHOUSE FORK RD TO PAVED 0.130 U ARBOR RIDGE CIR LILLIAN 300 4 COPPER LEAF LN 0.710 A LIPSCOMB RD FOLEY 300 4 COUNTY RD 26 0.500 A PIERCE RD FAIRHOPE 200 2 END OF REGULAR PAVING TO EOM 0.190 A PIERCE RD FAIRHOPE 200 2 COUNTY RD 32 TO SP 0.570 A 3RD ST LILLIAN 300 4 KEE AVE TO BARKLEY 0.130 A DAUGHTERY RD FOLEY 300 4 CR 24 - CR 28 1.520 A COPPER LEAF LN LILLIAN 300 4 COUNTY RD 99 0.100 A FICUS LN LILLIAN 300 4 ARBOR RIDGE CIR 0.050 A HEMLOCK LN LILLIAN 300 4 COPPER LEAF LN 0.030 A LANTANA DR LILLIAN 300 4 ARBOR RIDGE CIR 0.040 A MAHOGANY LN LILLIAN 300 4 COPPER LEAF LN 0.060 A VELVET ASH LN LILLIAN 300 4 ARBOR RIDGE CIR 0.050 A YAUPON DR LILLIAN 300 4 ARBOR RIDGE CIR 0.050 A CAYDEN CIR STAPLETON 100 1 BYRD RD 0.410 A NOEL ST STAPLETON 100 1 CAYDEN CIR 0.010 A STRASBOURG LN ELBERTA 300 4 COUNTY RD 97 0.200 A REUNION PL FOLEY 300 4 Maint begins 287' s of U S HWY 98 0.390 A PRADO LOOP LOXLEY 200 3 ADVENTURA DR 0.190 A LEYLAND DR LILLIAN 300 4 LYTTLETON LOOP 0.180 A LYTTLETON LOOP LILLIAN 300 4 COUNTY RD 99 0.790 A CORD AV BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.490 A HEARTWOOD CT BAY MINETTE 100 1 SKIDDER WAY 0.080 A SKIDDER WAY BAY MINETTE 100 1 CORD AV 0.140 A BORCK RD GULF SHORES 300 4 WEST OFF MANSKOW LN 0.080 A COLD MILL LOOP FOLEY 300 4 FARM HOUSE DR 0.300 A FARM HOUSE DR FOLEY 300 4 COUNTY RD 12 S 0.050 A MEADOW VIEW DR FOLEY 300 4 COLD MILL LOOP 0.030 A MILNERS CT FOLEY 300 4 COLD MILL LOOP 0.150 A MAGELLAN BLVD FAIRHOPE 200 2 COUNTY RD 32 0.330 A ABINGDON LN FAIRHOPE 200 2 BANKHEAD BLVD 0.260 A BANKHEAD BLVD FAIRHOPE 200 2 COUNTY RD 32 0.520 A CARLIE CT FAIRHOPE 200 2 BANKHEAD BLVD 0.060 A MCQUEEN DR FAIRHOPE 200 2 BANKHEAD BLVD 0.150 A CLAYTON DR FAIRHOPE 200 2 BANKHEAD BLVD 0.170 A HANLOE LN FAIRHOPE 200 2 BANKHEAD BLVD 0.030 A PEMBROOK LOOP FAIRHOPE 200 2 BANKHEAD BLVD 0.310 A ZELDA ST FAIRHOPE 200 2 BANKHEAD BLVD 0.070 A TALLASEE BLVD FOLEY 300 4 COUNTY RD 16 0.310 A LEWIS SMITH DR FOLEY 300 4 TALLASEE BLVD 0.650 A HARDING DR FOLEY 300 4 LEWIS SMITH DR 0.250 A PICKWICK DR FOLEY 300 4 LEWIS SMITH DR 0.070 A HALTER LN FAIRHOPE 200 2 THOROUGHBRED RUN 0.120 A TERESA DR FAIRHOPE 200 2 COUNTY RD 32 0.130 A AZUL AV FAIRHOPE 200 2 CAYE FALLS ST 0.030 A CADENA CREEK AV FAIRHOPE 200 2 COUNTY RD 48 CAYE FALLS ST 0.220 A CAYE FALLS ST FAIRHOPE 200 2 COUNTY RD 33 0.250 A LA CLARISSA AV FAIRHOPE 200 2 BELIZE RIVER ST 0.150 A CEIBA GRANDE ST FAIRHOPE 200 2 CADENA CREEK AV TO LA CLARISSA AV 0.160 A PESCADO CREEK AV FAIRHOPE 200 2 CAYE FALLS ST 0.060 A SILSBEE TER BAY MINETTE 100 1 RED HILL RD EXT 0.110 A MAREM DR FOLEY 300 4 MAGNOLIA SPRINGS HWY 0.230 A TOTTER RIDGE DR LOXLEY 200 3 OAKLEIGH DR 0.100 A CASH CT FOLEY 300 4 U S HWY 98 0.180 A COOL SPRINGS DR FOLEY 300 4 SOUTH OFF HIDEAWAY DR 0.140 A RIVER RD N FOLEY 300 4 END OF DIRT TO COUNTY RD 12 S 0.750 A HIDEAWAY DR FOLEY 300 4 RIVER RD N 0.040 A WINDING RIVER DR FOLEY 300 4 COOL SPRINGS DR 0.260 A MOCASSIN LN FOLEY 300 4 COOL SPRINGS DR 0.150 A SAGE DR FOLEY 300 4 COUNTY RD 12 S 0.220 A WESTSIDE LOOP SILVERHILL 200 3 STATE HWY 104 0.480 A HALE DR ROBERTSDALE 200 3 0.120 A JEN CT ROBERTSDALE 200 3 SOUTHTOWN DR E 0.040 A SOUTHTOWN DR W ROBERTSDALE 200 3 COUNTY RD 48 0.120 A ZUZU LN LILLIAN 300 4 PERDIDO ST 0.280 A FIELD STONE LN LILLIAN 300 4 WESTFIELD LOOP 0.140 A WESTFIELD LOOP LILLIAN 300 4 ZUZU LN 0.480 A BASSE ST ELBERTA 300 4 COUNTY RD 20 0.210 A RAMBO LN ELBERTA 300 4 CRAWFORD RD 0.250 A BIRKDALE DR FOLEY 300 4 UNDERWOOD RD 0.330 A BRIXHAM CT FOLEY 300 4 TROON DR -EAST TO EOM 0.060 A LIPSCOMB RD EXT FOLEY 300 4 LIPSCOMB RD- 0.100 A SILVERMERE DR FOLEY 300 4 ISLEWORTH WAY 0.180 A ISLEWORTH WAY FOLEY 300 4 TROON DR 0.110 A TRALEE CT FOLEY 300 4 TROON DR 0.210 A TROON DR FOLEY 300 4 TROON DR 0.490 A HEATHERS GLEN LN SILVERHILL 200 3 LACEY RD 0.190 A WEATHERLY COVE SPANISH FORT 100 2 CAMBRON TR 0.170 A CAMBRON TR SPANISH FORT 100 2 U S HWY 31 0.290 A WILDFLOWER TR SPANISH FORT 100 2 GOODWATER CV TO 210' N OF CAMBRON TR 0.480 A MURPHY LN STOCKTON 100 1 WEST OFF STATE 225 @ STATE 59 TO EOM 0.190 A HORSENECK RD BAY MINETTE 100 1 225 TO SP 2.600 A HORSENECK RD BAY MINETTE 100 1 START OF SP TO EOM 0.260 A LONNIE LN BAY MINETTE 100 1 OLD GANEY RD 0.050 A ADELE DR DAPHNE 200 2 AUSTIN RD 0.080 A PLANTERS DR DAPHNE 200 2 ADELE DR 0.500 A GOODRICH WAY DAPHNE 200 2 PLANTERS DR 0.210 A BURROUGH CT DAPHNE 200 2 PLANTER DR 0.060 A YAWLEY AV DAPHNE 200 2 PLANTER DR 0.130 A PLUM CT LOXLEY 200 3 HARVESTER DR(BONDED) 0.040 A CANOLA CT LOXLEY 200 3 HARVESTER DR(BONDED) 0.030 A WALSTAN DR LOXLEY 200 3 HARVESTER DR(BONDED) 0.200 A HARVESTER DR LOXLEY 200 3 OFF THOMPSON RD 0.700 A COLLINS LN SPANISH FORT 100 2 JESSIE RD 0.060 A DAN'S RD BAY MINETTE 100 1 COUNTY RD 138 TO CUL-DE-SAC 0.110 A FOLEY-BEACH EXPRESS FOLEY 300 4 COUNTY RD 12 S TO Baldwin Bridge Co property near 4.430 A SMITH LN LOXLEY 200 3 LOXLEY HEIGHTS RD W 0.090 A WOLF RUN LOXLEY 200 3 LOXLEY HEIGHTS RD W 0.130 A FOREST VIEW RD ROBERTSDALE 200 3 PATTERSON RD 0.250 A PATTERSON RD ROBERTSDALE 200 3 PATTERSON RD 3.040 A COWPEN CREEK RD ROBERTSDALE 200 3 COUNTY RD 87-PATTERSON RD 3.160 A RALPH JOHNSON RD S PERDIDO 100 1 RALPH JOHNSON RD TO END 0.380 A RIVER RD N FOLEY 300 4 END OF PAVEMENT TO START OF PAVEMENT 0.500 U RIVER RD N FOLEY 300 4 KELLER RD TO DIRT 0.240 A MERCHANT LN ELBERTA 300 4 CO RD 87 TO END 0.250 U TIMBER COMPANY RD ROBERTSDALE 200 3 EAST OFF DAY RD 0.960 U HARDEN LN SUMMERDALE 200 3 SINGLE PURPOSE ROAD 0.260 A GEORGE MOORER RD 100 1 PHILLIPSVILLE RD 0.210 A STEVENS RD S STOCKTON 100 1 STEVENS RD 0.070 A STEVENS RD STOCKTON 100 1 CANAAN RD W 0.390 A MAGNOLIA BLUFF DR STOCKTON 100 1 NORTH OFF BRYANTS LANDING RD 0.240 A MAGNOLIA BLUFF DR W STOCKTON 100 1 MAGNOLIA BLUFF DR 0.100 A STAGECOACH RD SPANISH FORT 100 2 31TO EOP 0.750 A YORKSHIRE DR LOXLEY 200 3 U S HWY 90 0.250 A KEARNEY DR LOXLEY 200 3 YORKSHIRE DR 0.100 A DAUGHTERY LN ROBERTSDALE 200 3 COX RD TO EOM 0.120 A DAUGHTERY LN ROBERTSDALE 200 3 COUNTY RD 65 TO COX RD 0.130 A JACK THOMLEY RD W PERDIDO 100 1 JACK THOMLEY RD 0.140 A JACK THOMLEY RD E PERDIDO 100 1 JACK THOMLEY RD 0.120 A JACK THOMLEY RD PERDIDO 100 1 EAST OFF SPLINTER HILL RD 0.520 A TED LYSEK RD SUMMERDALE 300 3 COUNTY RD 34 S TO SPRING CREEK DR 0.240 A TED LYSEK RD SUMMERDALE 300 3 COUNTY RD 34 PAVED PORTION 1.270 U RACHEL MYERS LN FAIRHOPE 200 2 SINGLE PURPOSE ROAD 0.250 A HILLARD JENKINS RD LOXLEY 200 2 JENKINS FARM RD THREE MILE CREEK RD 0.570 A HILLARD JENKINS RD LOXLEY 200 2 JENKINS FARM RD WEST TO END OF MAINT 0.550 A BAY SHORE DR DAPHNE 200 2 N WINDING BROOK DR- NORTH TO EOM 0.070 A WORTEL RD ELBERTA 300 4 U S HWY 98 TO CARLISLE LN 0.630 A DEAN LN ATMORE 100 1 7 MILE RD 0.480 A WILLIE ROBERTS RD RABUN 100 1 OFF RABUN RD 0.090 A PINE WOOD DR BON SECOUR 300 4 KENNEDY RD 0.480 A HOLY CROSS DR DAPHNE 200 2 EAST OFF MAIN ST 0.150 A DELTA WOODS DR BAY MINETTE 100 1 BROMLEY RD 0.820 A CRAMBLITT LN BAY MINETTE 100 1 DELTA WOODS DR 0.200 A IRVING CT BAY MINETTE 100 1 DELTA WOODS DR 0.040 A CHAFIN RD BAY MINETTE 100 1 EOD TO EOM 0.540 A CHAFIN RD BAY MINETTE 100 1 EOD TO EOM 0.530 U MICHIGAN AV ELBERTA 300 4 OLD FOLEY RD TO CHESTNUT ST 0.380 A AIKIN CT BAY MINETTE 100 1 STATE HWY 225 0.070 A COMMUNITY LN SUMMERDALE 200 3 COUNTY RD 38 0.240 A BURNT CAR RD STOCKTON 100 1 BOATYARD RD TO HOLLY CREEK RD 1.890 A BERTHA CLEVELAND RD BAY MINETTE 100 1 0.240 A EQUINE LN BAY MINETTE 100 1 JAYCEE RD TO EOM 0.100 A OAK ST LILLIAN 300 4 BOYKIN BLVD 0.120 A SAWMILL RD W LITTLE RIVER 100 1 BETWEEN DIRT & PAVED @ CURVE 0.080 A SAWMILL RD W LITTLE RIVER 100 1 STATE HWY 59 TO SP 0.420 A SAWMILL RD W LITTLE RIVER 100 1 SAWMILL RD TO DIXIE LANDING RD 2.390 A BRYANTS LANDING RD STOCKTON 100 1 WEST OFF STATE HWY 59 TO SINGLE PURPOSE 3.670 A EVERGREEN LN PERDIDO 100 1 SPLINTER HILL RD 0.180 A BROOKS RD STAPLETON 100 1 TRAWICK RD 0.190 A SANCA LN SILVERHILL 200 3 END OF ROBERTSDALE MAINTANCE TO EOM 0.250 A WASH BRANCH RD BAY MINETTE 100 1 BYRNS LAKE RD 0.360 A WASH BRANCH RD EXT BAY MINETTE 100 1 WASH BRANCH RD 0.110 U BEASLEY RD 300 4 COUNTY RD 49 TO CNTY RD 55 1.510 A SKIFF LN GULF SHORES 300 4 COUNTY RD 6 0.160 A BONITA CT GULF SHORES 300 4 NORTH OFF STATE 180 TO EOM 0.210 A COUNTY RD 85 S ROBERTSDALE 200 3 U S HWY 90 TO HILLSIDE DR 1.000 A OLD WEEKLEY RD BAY MINETTE 100 1 PHILLIPSVILLE RD 0.550 A OLD WEEKLEY RD BAY MINETTE 100 1 PHILLIPSVILLE RD TO BEASLEY LN 0.570 A BUCK RD BAY MINETTE 100 1 WEST OFF STATE 225 TO EOM 0.260 A ARD RD ROBERTSDALE 200 3 US 90 TO END ADDED 6-14-06 BY JBYRD 0.840 A NOLTE CREEK DR FOLEY 300 4 NELSON LN 0.580 A NOLTE CREEK DR FOLEY 300 4 END OF 18FT PAVING TO EOM 0.090 A ROBERTS RD LOXLEY 200 3 MCPHILLIPS RD 0.480 A PATTERSON RD LOXLEY 200 3 SOUTH OFF END OF ROBERTS RD 0.360 A WILDA CT FAIRHOPE 200 2 WEST OFF DANNE RD 0.340 A ROCKWELL RD SILVERHILL 200 3 0.120 A EAGLE LN ROBERTSDALE 200 3 OSPREY LN 0.220 A BUCKINGHAM BLVD SPANISH FORT 100 2 U S HWY 31 0.500 A MCFARLAND RD SPANISH FORT 100 2 0.350 A RIVER RD N DAPHNE 200 2 COUNTY RD 54 0.220 A RIVERVIEW RD DAPHNE 200 2 RIVER RD S 0.230 A SEA CLIFF DR FAIRHOPE 200 2 MAIN STREET TO FAIRHOPE CITY LIMITS 0.250 A SILAS GANEY RD STOCKTON 100 1 OLD GANEY RD TO END OF MAINTENACE 3.480 A PLAZA BIANCO LILLIAN 300 4 0.240 A POPE LN LILLIAN 300 4 SOUTH OFF 98 TO EOM 0.080 A ROBERTSON LN LILLIAN 300 4 SOUTH OFF US 98 TO EOM 0.120 A FRANK RD ELBERTA 300 4 COUNTY RD 95 TO BOROS RD 3.030 A ISLAND DR FOLEY 300 4 WEST OFF PANDION DR 0.400 A COLT RUN BAY MINETTE 100 1 CALVIN RICHERSON RD 0.190 A BRANUM PL BAY MINETTE 100 1 RED HILL RD 0.220 A TOLBERT LN E DAPHNE 200 2 RIGSBY RD 0.240 A JEWETT ST FAIRHOPE 200 2 2ND ST-3RD ST 0.120 A RIVER RD S SUMMERDALE 300 3 RIVER RD W TO SP 0.070 A 3RD ST MONTROSE 200 2 SIBLEY ST SOUTH TO EOM 0.180 A LE FRANK RD LILLIAN 300 4 NORTH OFF GARDNER RD 0.210 A CACTUS CT ELBERTA 300 4 CC RD TO EOM 0.620 U LOWERY LN LILLIAN 300 4 CC RD TO END of Maintenance 0.130 U CC RD FOLEY 300 4 NORTH FROM CACTUS CT TO GATE 1.060 U RIVER RD S SUMMERDALE 300 3 BEGINNING SP TO EOM 0.080 A RIVER RD S EXT SUMMERDALE 300 3 RIVER RD S TO EOM 0.120 A CHASTANG LAKE RD BAY MINETTE 100 1 CHASTANG RD 0.620 A CLUB HOUSE RD STOCKTON 100 1 STATE HWY 225 0.880 U MIFLIN RD ELBERTA 300 4 From 2780' eastFOLEY BEACH EXPRESS TO COUNTY RD 20 2.480 A N BAPTIST BALL PARK RD STAPLETON 100 1 BAPTIST BALLPARK RD 0.060 A EAST DR SEMINOLE 200 3 0.120 A ANGELVIEW LN BAY MINETTE 100 1 JOE CARTER RD 0.160 A LLOYD HASTINGS RD BAY MINETTE 100 1 PETERSON RD 0.110 A DALE DR FAIRHOPE 200 2 98 0.310 A BOATYARD RD STOCKTON 100 1 aka COUNTY RD 80 3.400 A BUCK PHILLIPS RD LITTLE RIVER 100 1 END OF PAVEMENT TO EOM AT GATE 0.580 U EARL PHILLIPS RD LITTLE RIVER 100 1 BUCK PHILLIPS RD 1.330 U NEWPORT RD ROBERTSDALE 200 3 From County Rd 85 to County Rd 62 N 1.970 A MOSS OAKS LN ELBERTA 300 4 BETWEEN JOSEPHINE DR & BAY VIEW 0.230 A MARJON LN ELBERTA 300 4 0.260 A SHORE DR S ELBERTA 300 4 BETWEEN MOSS OAKS LN & SHORE DR 0.230 A SHORE DR ELBERTA 300 4 0.210 A FRITO LAY RD LOXLEY 200 3 COUNTY RD 68 0.250 A FRITO LAY RD LOXLEY 200 3 END OF SP TO DRISKELL RD 0.250 U HAMMOCK RD ELBERTA 300 4 SOUTH OF COUNTY RD 20 0.540 A TROUT BROOK AV FAIRHOPE 200 2 SECTION ST 0.120 A TERRAPIN CT ELBERTA 300 4 TALL TIMBERS LN 0.020 A TARA CT DAPHNE 200 2 GENEVA DR 0.020 A HICKORY CT DAPHNE 200 2 0.030 A COLONIAL CT DAPHNE 200 2 0.020 A BROWN LN SPAINISH FORT 100 2 JESSIE RD 0.030 A FELLER'S CT FOLEY 300 4 ELIZABETH DR S 0.030 A INDIAN LN GULF SHORES 300 4 0.030 A PLANTATION CT DAPHNE 200 2 0.030 A LA PALMA ST FAIRHOPE 200 2 CADENA CREEK AV 0.030 A FOREST CT DAPHNE 200 2 0.040 A EMPEROR ANDREW LN SILVERHILL 200 3 0.030 A DOGWOOD CT DAPHNE 200 2 0.030 A MARTIN LN STOCKTON 100 1 OFF BRYANTS LANDING RD 0.170 A FOX BRANCH RD EXT LOXLEY 200 3 0.530 A SCHOEN RD ELBERTA 300 4 COUNTY RD 87-BREMAN RD 0.260 A SCOTTISH LN BAY MINETTE 100 1 US 31 North 0.570 A SCOTTISH LN E BAY MINETTE 100 1 SCOTTISH LN 0.030 A FAWNS RUN BAY MINETTE 100 1 CALVIN RICHERSON RD 0.130 A SIDNEY PL BAY MINETTE 100 1 COUNTY RD 39 0.060 A GRANT DR LOXLEY 200 3 N CR 54 0.560 A COUNTY RD 13 FAIRHOPE 200 2 98 TO CNTY RD 34 THEN MOSLEY TO MILTON JONES 8.560 A LAVINIA AV 300 4 ADDED 7-7-2006 BY JBYRD 0.120 A ALABAMA ST E ELBERTA 300 4 NO DESCRIPTION FROM 300 0.250 A KENTUCKY LN ELBERTA 300 4 LAVINIA AV-OLD FOLEY RD 0.250 U MAPLE LEAF BLVD BAY MINETTE 100 1 WHITEHOUSE FORK RD EXT 0.920 A MAGPIE LN BAY MINETTE 100 1 MAPLE LEAF BLVD 0.230 A SNOWBERRY LN BAY MINETTE 100 1 MAPLE LEAF BLVD 0.010 A PITCHPINE LN BAY MINETTE 100 1 MAPLE LEAF BLVD 0.010 A BOYSENBERRY LN BAY MINETTE 100 1 MAPLE LEAF BLVD 0.010 A BUCK PHILLIPS RD LITTLE RIVER 100 1 STATE HWY 59 1.240 A BAUDIN LN FOLEY 300 4 COUNTY RD 26 TO SP 0.480 A BAUDIN LN FOLEY 300 4 BEGINNING OF SP TO EOM 0.290 A BURRIS RD DAPHNE 200 2 54 EAST TO EOM 0.130 A OLD FOLEY RD ELBERTA 300 4 98 TO 83 THEN CTY LIMITS EAST TO EOM 1.560 A KILCREASE RD BAY MINETTE 100 1 BETWEEN STATE HWY 225 & OLD STOCKTON RD 3.630 A OVERSTREET LN BAY MINETTE 100 1 OLD BRADY RD 0.420 A JAYCEE RD BAY MINETTE 100 1 FROM PAVED TO EOM 0.590 A RAINS RD DAPHNE 200 2 COUNTY RD 54 0.250 A LOUIE HADLEY RD PERDIDO 100 1 JACK SPRINGS RD 0.350 A SPINNAKER LN LILLIAN 300 4 WEST OFF PERDIDO ST TO EOM 0.200 A HOLY CROSS CIR DAPHNE 200 2 0.070 A AVENTURA DR LOXLEY 200 3 THOMPSON RD 0.100 A GRIFFIN PL STOCKTON 100 1 NORTH OF RICE CREEK RD 0.030 U RICE CREEK RD S STOCKTON 100 1 South spur of Rice Creek Road 0.040 U OAK CIR SEMINOLE 200 3 BROWNS LANDING RD 0.180 A BERMUDA DR DAPHNE 200 2 EAST OF RIGSBY RD 0.080 A ST FRANCIS ST N LILLIAN 300 4 BARCLAY AV TO WIDELL AV 0.250 A WIDELL AV LILLIAN 300 4 US HWY 98 TO SAINT FRANCIS ST N 0.030 A HARRY MORRIS LN FOLEY 300 4 COUNTY RD 16 0.320 A RONNIE FOLEY RD ROBERTSDALE 200 3 NORTH OF HEIDELBERG RD 0.400 A J W DAVISON RD BAY MINETTE 100 1 START OF SP TO EOM 0.130 A HOLLY CREEK LANDING RD STOCKTON 100 1 1.850 A HIGHTOWER DR FOLEY 300 4 BARIN FIELD RD EAST TO SHADY LN 0.290 A MAGNOLIA ACRES DR MAGNOLIA SPRINGS300 4 US 98 TO END 0.330 A MEADOW LN LILLIAN 300 4 WOODLAND LN 0.100 A WOODLAND LN LILLIAN 300 4 NORTH OF US HWY 98 0.220 A KEE AV LILLIAN 300 4 BETWEEN 2ND ST AND 7TH ST 0.350 A TRAWICK RD STAPLETON 100 1 STATE HWY 59 1.210 A CROSBY RD BAY MINETTE 100 1 NORTH OFF U S HWY 31 0.480 A WAYBURN RD SEMINOLE 200 3 EOP TO EOM 0.320 A BRANTLEY LN FOLEY 300 4 0.740 U VINSON LN STAPLETON 100 1 BLAIR RD 0.200 A ISLE OF PINES DR SUMMERDALE 300 4 ISLAND DR 0.370 A ISLE OF PINES DR SUMMERDALE 300 4 ISLAND DR 0.020 A ISLE OF PINES DR SUMMERDALE 300 4 ISLAND DR 0.040 A DAVISON LN W STAPLETON 100 1 DAVISON LN 0.090 A RICE CREEK RD STOCKTON 100 1 0.950 A RICE CREEK RD STOCKTON 100 1 0.350 A OBAMA RD DAPHNE 200 2 WEST OF POLLARD RD 0.190 A LESCALI DR LOXLEY 200 2 JENKINS FARM RD 0.120 A RED HILL RD BAY MINETTE 100 1 SOUTH OF JAYCEE RD FOR 1.04 MILES 1.040 A D'OLIVE ST BAY MINETTE 100 1 STATE 225 TO EAST 2.4 MILES 2.400 A MAGNOLIA ST PERDIDO BEACH 300 4 WEST OF PERDIO CITY LIMITS TO DIRT SECTION 0.130 A RIGGS ST ELBERTA 300 4 CR 97 TO 0.24 MILES EAST 0.250 A PERDIDO VISTA DR PERDIDO BEACH 300 4 FAIRES RD SOUTH 0.310 A COUNTY RD 97 ELBERTA 300 4 US 98 TO RIGGS ST 3.800 A JUNIPER ST ELBERTA 300 4 0.170 U OSPREY LN ROBERTSDALE 200 3 COUNTY RD 64 EXT TO JD WATERS LANE 0.660 A MARY HADLEY RD PERDIDO 100 1 SOUTH OF JACK SPRINGS RD 0.100 A NW 1ST ST SUMMERDALE 300 3 CR 71 1.000 A W BROADWAY AV SUMMERDALE 300 3 COUNTY RD 34 0.480 A E BROADWAY AV SUMMERDALE 300 3 COUNTY RD 34 1.030 A SW 1ST ST SUMMERDALE 300 3 CR 71 1.210 A WHITE TAIL TR BAY MINETTE 100 1 WEST OF COUNTY ROAD 39 0.220 A WHITE TAIL TR EXT BAY MINETTE 100 1 WHITE TAIL TR 0.050 A TWIN PINES LN BAY MINETTE 100 1 NORTH OF COUNTY RD 138 0.196 A MCDOWELL RD BAY MINETTE 100 1 EOP to EOM 0.070 A COX RD LOXLEY 200 3 SOUTH OF DAUGHTERY LN 0.200 A ROBERT WHITE RD BAY MINETTE 100 1 FROM HOYLE BRYARS TO DYAS 2.430 A SANKS RD BAY MINETTE 100 1 0.220 A SCRANAGE RD ATMORE 100 1 COUNTY LINE WEST 0.32 MILES 0.340 A FLORA DR SPANISH FORT 100 2 NW OFF US 31 - GRACE MAGNOLIAS SUBD 0.047 A SOUTH BLVD SILVERHILL 200 3 CR 49 TO CR 55 1.010 U SEDONA DR DAPHNE 200 2 WEST OFF CR 54 0.220 A LAWRENCE RD FAIRHOPE 200 2 STATE HWY 104 0.380 A SUNSREIGN DR FAIRHOPE 200 2 2ND ST 0.090 A CRIPPLE CREEK LN LILLIAN 300 4 0.120 U PAGE LN FOLEY 300 4 NORTH OFF QUAIL LN 0.170 U ELAINE DR STOCKTON 100 1 STATE HWY 59 0.080 A NORTH RD GULF SHORES 300 4 NORTH OFF ST HWY 180 0.060 U BERMUDA LN SEMINOLE 200 3 HUNTING CLUB ROAD 0.390 U MONTROSE WOODS DR FAIRHOPE 200 2 US HWY 98 0.550 A GEORGE ST GULF SHORES 300 4 OAK RD W 0.400 A PONDEROSA FARM RD W ROBERTSDALE 200 3 COUNTY RD 87 TO EOM 0.380 A SQUIRREL DR SPANISH FORT 100 2 OFF FLORA DR 0.350 A COBB LN STOCKTON 100 1 BRYANTS LANDING RD TO ANDERSON LN 0.240 A SERAPHIM CT LOXLEY 200 3 CHERUBIM CT 0.040 A EDEN LN LOXLEY 200 3 RAYNAGUA BLVD 0.090 A TEW LN FAIRHOPE 200 2 COUNTY RD 24 0.010 U CHERUBIM CT LOXLEY 200 3 EDEN LN 0.180 A RAYNAGUA BLVD LOXLEY 200 3 ST HWY 59 1.060 A MONARCH CT LOXLEY 200 3 REGAL LN 0.200 A HALO CT LOXLEY 200 3 RAYNAGUA BLVD 0.040 A ALDER DR SPANISH FORT 100 2 BALSAM CT 0.140 A REGAL LN LOXLEY 200 3 RAYNAGUA BLVD 0.060 A SCEPTER CT LOXLEY 200 3 RAYNAGUE BLVD 0.050 A CATALPA CT SPANISH FORT 100 2 BALSAM CT 0.050 A COBY LN GULF SHORES 300 4 FROM WINDY WILLOW LOOP TO WINDY WILLOW 0.140 A WINDY WILLOW LOOP GULF SHORES 300 4 OFF COUNTY RD 10 TO END OF MAINT. 0.350 A FESCUE CT (BONDED) DAPHNE 200 2 OFF AUGUSTINE DR TO EOM 0.120 A ZINNIA CT(BONDED DAPHNE 200 2 OFF AUGUSTINE DR 0.040 A BAHIA CT(BONDED) DAPHNE 200 2 OFF AUGUSTINE DR 0.060 A PATTON DR STOCKTON 100 1 FROM COUNTY RD 39 EAST TO END OF MAINT. 0.100 A CONDOR CIR FAIRHOPE 200 2 NORTH OFF MCKENZIE ST 0.210 A STERLING CT DAPHNE 200 2 COUNTY RD 54 W 0.130 A ELYSIAN CIR DAPHNE 200 2 STERLING CT 0.750 A COURTLAND CT DAPHNE 200 2 COUNTY RD 54 W 0.080 A BRIDALWREATH LN BAY MINETTE 100 1 SOUTH OFF WHITEHOUSE FORK RD EXT 0.124 A KENDRICK RD ROBERTSDALE 200 3 COUNTY RD 65 TO E.O.P. 0.510 A NORMAN RD STOCKTON 100 1 WEST OFF STATE 59 TO EOM 0.090 A KENDRICK RD ROBERTSDALE 200 3 RAWLS RD TO COUNTY RD 65 1.000 A JERRY JOHNSON LN FAIRHOPE 200 2 FROM WASP LN TO E.O.M. 0.120 A HOLLINGSWORTH RD BAY MINETTE 100 1 DYAS RD TO ROBERT WHITE RD 2.570 A PLEASURE POINT RD GULF SHORES 300 4 NORTH OFF STATE 180 TO 2ND ST 0.120 A MOUNT TRIUMPH RD 100 1 WEST OFF STATE 59 TO EOM 0.070 A TAYLOR STILL RD ROBERTSDALE 200 3 EAST OFF COWPEN CREEK RD TO CNTY RD 87 0.870 A GIDDINS RD PERDIDO 100 1 JACK SPRINGS RD 0.720 A GIDDINS RD PERDIDO 100 1 JACK SPRINGS RD 0.310 A GIDDINS RD N PERDIDO 100 1 GIDDINS RD 0.250 A CHATEAU DR DAPHNE 200 2 WEST OFF TURKEY BRANCH DR TO EOM 0.480 A TURKEY BRANCH DR DAPHNE 200 2 WEST OFF BAY BRANCH DR 0.990 A PONTCHARTRAIN LOOP DAPHNE 200 2 BETWEEN CHATEAU DR AND CHABLIS LN 0.140 A RYLAND ST EXT S STAPLETON 100 1 WEST OFF RYLAND ST EXT 0.040 A BIBLE RD PERDIDO 100 1 EAST OFF MARY HADLEY RD 0.170 A STURBRIDGE LOOP DAPHNE 200 2 FROM TURKEY BRANCH DR TO CHATEAU DR 0.180 A CHABLIS LN DAPHNE 200 2 BETWEEN CHATEAU DR AND TURKEY BRANCH DR 0.160 A HERSCHEL LOOP DAPHNE 200 2 EAST SIDE OF CHATEAU DR LOOPS FROM AND TO CHATEAU 0.350 A RYLAND ST EXT STAPLETON 100 1 FROM RYLAND ST EAST TO EOM 0.100 A JERICHO DR DAPHNE 200 2 ALABASTER DR 0.500 A TAB TUBERVILLE RD ATMORE 100 1 NORTH OFF BEGINNING OF 2ND CURVE TO EOM 0.050 A HOMER HUDSON LN BAY MINETTE 100 1 EAST OFF WHITEHOUSE FORK RD 0.120 A PATTY JR LN BAY MINETTE 100 1 EAST OFF HOLLINGSWORTH RD 0.280 A GAYFER RD EXT FAIRHOPE 200 2 JUBILEE TR TO LAWRENCE RD 2.890 A POPLAR RD ROBERTSDALE 200 3 END OF PAVEMENT SOUTH TO EOM 0.590 U PINE ACRES RD GULF SHORES 300 4 MANSKOW LN WEST TO EOM 0.120 A CAMELLIA RD SILVERHILL 200 3 COUNTY RD 49 TO COUNTY RD 55 1.010 A CAMELLIA RD SILVERHILL 200 3 COUNTY RD 55 TO EOM 0.890 A DIXON RD BAY MINETTE 100 1 STATE HWY 225 0.840 A DIXON RD S BAY MINETTE 100 1 DIXON RD TO EOM 0.330 A LUCY LN ELBERTA 300 4 FROM KREHLING RD NORT TO EOM 0.120 A COTTON CREEK DR GULFSHORES 300 4 GENO RD TO ROSCOE RD 0.270 A 3RD ST MONTROSE 200 2 SOUTH OFF MCINTYRE ST TO SIBLEY ST 0.530 A HARRIS CIR GULF SHORES 300 4 WEST OFF COUNTY RD 6 0.130 A LASSITER FARM RD SUMMERDALE 200 3 SOUTH OFF COUNTY RD 38 0.580 A WESTBROOK DR FOLEY 300 4 BETWEEN BRECKNER RD & COUNTY RD 65 0.500 A BAYVIEW DR GULF SHORES 300 4 OFF END OF NORTH RD EAST AND WEST 0.090 U HEMMERT LN ELBERTA 300 4 EAST OFF COUNTY RD 95 TO EOM 0.500 A ROSEWOOD LN DAPHNE 200 2 STATE HWY 181 0.580 A SIMS RD ATMORE 100 1 WEST FROM ESCAMBIA COUNTY LINE 0.280 A LIPSCOMB RD FOLEY 300 4 FROM EOP TO MANNICH LN 0.130 A LIPSCOMB RD FOLEY 300 4 FROM US 98 TO EOP 0.880 U ROLLING OAKS DR FAIRHOPE 200 2 NORTH OFF DYER RD 0.200 A SUTHERLAND CIR (BONDED) FAIRHOPE 200 2 OFF YOSEMITE BLVD 0.710 A KINLOCK FALLS AVE (BONDED) FAIRHOPE 200 2 OFF YOSEMITE BLVD 0.210 A KAIETEUR AVE (BONDED) FAIRHOPE 200 2 OFF YOSEMITE BLVD 0.180 A YOSEMITE BLVD (BONDED) FAIRHOPE 200 2 SOUTH OFF STATE HWY 104 0.690 A HATCHETT CREEK AVE (BONDED) FAIRHOPE 200 2 OFF YOSEMITE BLVD 0.210 A GULLFOSS ST(BONDED) FAIRHOPE 200 2 SOUTH OFF KINLOCK FALLS AVE 0.230 A SOPHIE FALLS AVE(BONDED) FAIRHOPE 200 2 WEST OFF YOSEMITE BLVD 0.070 A IGUAZU FALLS AVE (BONDED) FAIRHOPE 200 2 WEST OFF YOSEMITE BLVD 0.090 A 2ND ST Montrose 200 2 FROM GRAHAM ST TO 370 FT PAST GABLE ST 0.330 A BRYANTS LANDING RD STOCKTON 100 1 BEGIN OF SINGLE PURPOSE TO EOM 0.120 A CARPENTER LN S BAY MINETTE 100 1 SOUTH OFF CARPENTER LN 0.090 A OAK RIDGE DR W ROBERTSDALE 200 3 NORTH OFF E SILVERHILL AV 0.150 A RICHARD CHILDRESS LN FOLEY 300 4 EAST OFF STATE HWY 59 TO EOM 0.140 A GROVE DR FAIRHOPE 200 2 EAST OFF STATE HWY 181 0.230 A PECAN LN FAIRHOPE 200 2 BETWEEN STATE HWY 181 & GROVE DR 0.180 A COUNTY RD 24 FOLEY 300 4 JUNIPER ST N to THOMAS KINSEY LN 0.940 A D'OLIVE RD Spanish Fort 100 2 BEGINNING OF DIRT TO ASPHAULT 1.270 A D'OLIVE RD Spanish Fort 100 2 S'FORT CITY LIMITS to BEGINNING OF DIRT 0.260 A BALDWIN BEACH EXPRESS 200 3 From County rd 36 to County Rd 68 9.300 A FEDER DR FOLEY 300 4 NALL RD 0.470 A PINE ACRES RD GULF SHORES 300 4 VIOLA RD TO MANSKOW LN 0.430 A BEEBOUT LN FOLEY 300 4 NORTH OFF COUNTY RD 49 S 0.130 A STILLWATER BLVD SPANISH FORT 100 1 STATE HWY 225 0.250 A DOGWOOD DELLS CIR N FOLEY 300 4 0.170 A MONARCH CIR FOLEY 300 4 0.180 A MCGEE ST ELBERTA 300 4 SOUTH OF CNTY RD 20 0.140 A THOROUGHBRED RUN FAIRHOPE 200 2 COUNTY RD 13 0.540 A 5TH ST LILLIAN 300 4 SOUTH OFF KEE TO EOM 0.330 A OYSTER BAY PL GULF SHORES 300 4 WEST OFF COUNTY RD 6 0.260 A 5TH ST LILLIAN 300 4 BETWEEN BOYKING BLVD AND KEE AV 0.120 A KEENEY DR E FAIRHOPE 200 2 FERRY RD 0.360 A DAUGHTRY LN FAIRHOPE 200 2 EAST OFF 33 0.280 A DANNE RD FAIRHOPE 200 2 SOUTH OFF 32 1.890 A DANNE RD FAIRHOPE 200 2 SOUTH OF ROSA CT 0.100 A COLLINS LN FOLEY 300 4 NORTH OFF COUNTY RD 26 0.450 A MAKANI HILL SEMINOLE 200 3 WEST OFF VAUGHN RD 0.250 A SANDY LN FAIRHOPE 200 2 EAST OFF COUNTY RD 24 0.150 A MARLOW CEMETERY RD SUMMERDALE 300 3 CO RD 9 TO D Z GROVES RD 0.100 A MCKENZIE LN FOLEY 300 4 0.190 A SAXSON CT DAPHNE 200 2 NORTH OFF HALCYON LOOP 0.140 A ROY WATERS RD FOLEY 300 4 NORTH OFF COUNTY RD 16 TO BEG OF DIRT 0.320 A WASP PL FAIRHOPE 200 2 WEST OFF SECTION ST 0.150 A COUNTY RD 33 FAIRHOPE 200 2 FROM CR 32 - CR 48 4.030 A TIMNEY DR FAIRHOPE 200 2 EAST OFF FERRY RD 0.110 A ORMOND CIR(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.170 A GRAVEHILL RD(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.140 A NOTTOWAY CIR STAPLETON 100 1 ANTEBELLUM BLVD 0.060 A CHOCTAW CIR(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.130 A ALBERMARLE RD(BONDED) STAPLETON 100 1 GRAVEHILL RD 0.070 A DESTREHAN AV(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.150 A BELLFAST AV(BONDED) STAPLETON 100 1 ANTEBELLUM BLVD 0.130 A PLAZA DE TOROS DR SPANISH FORT 100 2 WEST OFF JIMMY FAULKNER TO S'FORT CITY LIMITS 0.230 A HEARD RD FAIRHOPE 200 2 BETWEEN NELSON DR & TWIN BEECH RD 0.470 A TURPIN LN GULF SHORES 300 4 0.100 A OAK RD W GULF SHORES 300 4 W OFF 59 TO CNTY RD 6 1.460 A BRIDGES DR N DAPHNE 200 2 W OFF BOSBYSHELL AV 0.150 A BRIDGES DR W DAPHNE 200 2 0.160 A AUGUSTINE DR(BONDED) DAPHNE 200 2 FROM BERMUDA DRIVE TO BERMUDA DR 0.720 A COLE'S CT DAPHNE 200 2 SANIBEL LOOP 0.080 A S WINDING BROOK DR FAIRHOPE 200 2 WEST OFF MAINT ST 0.130 A FAIRFAX RD DAPHNE 200 2 FROM ELYSIAN CIR TO ROANOKE LOOP 0.370 A ROANOKE LOOP DAPHNE 200 2 FROM FAIRFAX RD TO JERNIGAN ST 0.400 A BRISTOW CT DAPHNE 200 2 WEST OFF ROANOKE LOOP 0.050 A CHAMBLESS LN BAY MINETTE 100 1 EAST OFF PINE GROVE RD 0.140 A MOUNT VERNON CT DAPHNE 200 2 SOUTH OFF ROANOKE LOOP 0.050 A JERNIGAN ST DAPHNE 200 2 FROM FAIRFAX RD TO BELFOREST CEMETERY RD 0.180 A HOLSTON LN S SILVERHILL 200 3 WEST OFF BLUEBERRY LN 0.500 U MALIN DR BAY MINETTE 100 1 PINE GROVE RD 0.370 A HIGH RIDGE RD FAIRHOPE 200 2 PARKER RD 0.220 A 7TH ST LILLIAN 300 4 FROM KEE AV TO NORTH 471 FT 0.089 A HERITAGE DR BON SECOUR 300 4 BON SECOUR HWY 0.620 A HARRIOT AV STAPLETON 100 1 NORTH OFF RYLAND ST 0.030 A DYESS LN ROBERTSDALE 200 3 EAST OFF COUNTY RD 87 0.170 A PLEASANT VIEW LN FOLEY 300 4 SOUTH OF US 98 0.140 A TURKEY DR FAIRHOPE 200 2 NORTH OFF MCKENZIE RD 0.100 A WILEY MOBLEY LN FOLEY 300 4 WEST OFF COUNTY RD 19 0.420 U BALLAD LN ROBERTSDALE 200 3 EAST OF U S HWY 90 0.150 A BROMLEY RD STAPLETON 100 1 FROM US 31 TO STATE 59(OUTSIDE CITY LIMITS) 4.010 A JIMMY FAULKNER DR 100 2 U S HWY 31-BROMLEY RD 0.770 A COUNTY RD 39 BAY MINETTE 100 1 1.390 A BETTS LN FOLEY 300 4 WEST OFF GEORGE YOUNCE RD 0.620 U SADLER LN SILVERHILL 200 2 NORTH OFF WOODPECKER RD 0.140 A PETERSON LN BAY MINETTE 100 1 WEST OFF RABUN RD TO LLOYD HASTINGS RD 0.370 A FLYING WHEEL DR STOCKTON 100 1 SOUTH OFF BRYANTS LANDING RD 0.150 A ROMIE HARRIS LN FAIRHOPE 200 2 CEDAR LN 0.100 A JOHNSON PL BAY MINETTE 100 1 NORTH OFF WHITE RD 0.080 A FRED DUGGER RD SUMMERDALE 300 3 FROM SANBORN AV TO LEHMANN LN 0.520 A PIMPERL RD PERDIDO 100 1 FROM PIMPERL RD SECTION 3 TO E.O.M. 0.630 A GRAVINE ST BAY MINETTE 100 1 DELTA WOODS DR 0.210 A ALMS LN ELBERTA 300 4 COUNTY RD 83 TO END 0.260 A LOST RIVER RD EAST SEMINOLE 200 3 LOST RIVER RD TO EOM 0.150 A ROSALIA AV LILLIAN 300 4 WEST OFF CR 99 0.950 A CAMPBELL RD ROBERTSDALE 200 3 NORTH OFF CNTY RD 64 0.250 U THOMAS PLASH LN GULF SHORES 300 4 SOUTH OFF OAK RD W 0.200 A C L WILSON RD E BAY MINETTE 100 1 EAST OFF C L WILSON RD 0.040 A JOHN OLIVER RD BAY MINETTE 100 1 SOUTH OFF COUNTY RD 138 0.970 A COUNTY RD 83 0.040 A OWENS LN ROBERTSDALE 200 3 0.320 A AGORA DR DAPHNE 200 2 0.140 A ASPIRA CIR DAPHNE 200 2 0.110 A MONTELUCIA WAY DAPHNE 200 2 0.880 A OLD BRADY RD ROBERTSDALE 200 3 COUNTY RD 68 N-TO LOXLEY 0.250 A OLD BRADY RD LOXLEY 200 3 From Loxley City Limits to Sec 3 0.270 U QUINLEY RD N BAY MINETTE 100 1 0.120 A JONES RD EXT BAY MINETTE 100 1 0.090 U BRANDON CIR FOLEY 300 4 0.040 A MEADOWS CIR FOLEY 300 4 0.040 A TARTAN CIR SPANISH FORT 100 1 0.030 A FARRINGTON LN SPANISH FORT 100 1 BOARDWALK DR 0.510 A BAY SHORE DR N ELBERTA 300 4 0.050 A TIMBER COMPANY RD ROBERTSDALE 200 3 EAST OFF DAY RD 0.490 A CUMBIE RD LITTLE RIVER 100 1 0.350 A GRIGGERS RD ROBERTSDALE 200 3 COUNTY RD 64 EXT-EAST 1 MILE 1.000 A SALVA RD BAY MINETTE 100 1 HURRICANE RD 0.080 A SALVA RD BAY MINETTE 100 1 HURRICANE RD 0.870 A JOHN OLIVER RD BAY MINETTE 100 1 Begins at bend in road near 41977 0.160 A LILLIE WHITE LN S BAY MINETTE 100 1 0.960 U MANLEY RD FAIRHOPE 200 2 W OF CR 13 1.000 CC RD FOLEY 300 4 North and South of Gardner Rd 0.190 A CC RD FOLEY 300 4 Comstock to County Rd 32 0.800 U DOC MCDUFFIE RD N FOLEY 300 RUNS N OFF DOC MDCUFFIE RD OLDER SECTION OF ROAD N 0.090 A DOC MCDUFFIE RD FOLEY 300 4 Fr 1293' w of Doc McDuffie Rd N Swift Church Rd N 1.070 A COUNTY RD 68 E ROBERTSDALE 200 3 OFF BBE NEAR I-10 0.370 A CALEB CT DAPHNE 200 2 N OFF CR 54 0.170 A PERDIDO ST LILLIAN 300 4 BARCLAY AV N TO EOM 0.290 A MCCOY RD S PERDIDO 100 1 RUNS SOUTH OF MCCOY RD 0.250 A C. DANIELS RD BAY MINETTE 100 1 HANNIS WILLIAMS RD 0.090 A CROSBY RD BAY MINETTE 100 1 NORTH OFF U S HWY 31 0.060 A ROCKHILL RD BAY MINETTE 100 1 NORTH OFF US HWY 31 0.240 A ST LUKE CHURCH RD STOCKTON 100 1 STATE HWY 59 0.260 A TRAWICK RD STAPLETON 100 1 STATE HWY 59 0.220 A SCOTTISH LN BAY MINETTE 100 1 US 31 North 0.430 A TAYLOR RD BAY MINETTE 100 1 PINE GROVE RD 0.030 A COUNTY RD 68 LOXLEY 200 3 FRom BBE N of I-10 to County Rd 68 Ext 2.120 A WEEKS BAY RD FOLEY 300 4 NORTH OFF CNTY RD 26 0.130 A COUNTY RD 20 S FOLEY 300 4 HICKORY ST S TO 925' west of AL 59 0.130 A COUNTY RD 12 S FOLEY 300 4 From 1050' east of Kendallbrook Loop RD James Rd 0.500 A BRINKS WILLIS RD FOLEY 300 4 From 170 feet East of Waterford Dr 650' east 0.120 A COUNTY RD 12 S FOLEY 300 4 Fr VERNANT PARK RD to 250' W of AL 59 6.340 A FAIRMONT DR FOLEY 300 4 Maintenance begins 1240' S of Couty Rd 10 to EOP 0.070 A DOC MCDUFFIE RD FOLEY 300 4 From 75' east of FBE for 889' 0.170 A COUNTY RD 28 S FOLEY 300 4 From 500' S of FBE for 153 feet farther south 0.030 A COUNTY RD 12 S FOLEY 300 4 Fr 2158' w of Lakeview to Aqua Ln 0.490 A COUNTY RD 73 SUMMERDALE 300 3 FBE - County Rd 36 3.440 A COUNTY RD 65 FOLEY 300 4 From 292' N of US 98 TO UNDERWOOD 1.960 A COUNTY RD 73 SUMMERDALE 300 3 Woerner Rd - AL 59 0.150 A HELTON DR FOLEY 300 4 Maintenance begins 1240' south of County Rd 10 0.160 A PECAN ST N FOLEY 300 4 E PEACHTREE AV n for 590' 0.110 A COUNTY RD 95 ELBERTA 300 4 Begins 1450' NW of S Bayou Dr south TO END 1.120 A S HICKORY ST FOLEY 300 4 RUNS N FOR FROM COUNTY RD 20 1325 FEET 0.250 A S HICKORY ST FOLEY 300 4 BEGINS 1250 S OF COUNTY RD 26 TO W AZALEA AV 0.740 A WOERNER RD ELBERTA 300 4 Between County Rd 95 and County Rd *& 2.010 A HIGBEE RD FAIRHOPE 200 2 North off SR 104 for 0.75 miles 0.750 A COUNTY RD 12 S FOLEY 300 4 From SR 59 for 1330' East 0.250 A BIXLERS WAY SUMMERDALE 200 3 RUNS S OFF COUNTY RD 38 0.250 MCLAIN RD N BAY MINETTE 100 1 RUNS OFF MCLAIN RD 0.210 A COUNTY RD 34 SUMMERDALE 300 3 COUNTY RD 73 TO BBE 1.010 A WAHOO SERVICE RD Gulf Shores 300 4 WITHIN BBE NEAR COUNTY RD 8 0.380 A DRAGONS TR DAPHNE 200 2 RUNS OFF CHAUCER AV 0.250 COUNTY RD 20 FOLEY 300 4 S HICKORY ST WEST TO EOM 0.340 U DIVERS DR BAY MINETTE 100 1 RUNS WEST FROM SILAS HOLMES RD 0.070 A E COUNTY RD 68 LOXLEY 200 3 Runs E from St Hwy 59 for 0.85 miles 0.850 A COUNTY RD 68 LOXLEY 200 3 STARTS .085 MILES EAST OF ST HWY 59 TO BBE 4.020 A CAVELETTI CIR FAIRHOPE 200 2 South of Dressage Way 0.090 A DRESSAGE WAY FAIRHOPE 200 2 West off Langford Rd 0.730 A DR MARTIN LUTHER KING BLVD BAY MINETTE 100 1 East from County Rd 138 0.000 STARLING LN 300 4 Off N Pickens Av 0.000 STETSON RD 200 Off Kendrick Rd 0.000 SOUTH BREEZE DR 300 4 Off Morgantown Blvd 0.000 WOLF CREEK RIDGE 300 Off Hance Ln 0.000 ZORRO TRACE 200 Off County Rd 55 0.000 TEMASH RIVER ALY FAIRHOPE 200 2 Off Belize River St 0.000 TOPAZ CT 200 Off Gemstone Dr 0.000 SOUTH BREEZE DR 300 4 Off Morgantown Blvd 0.000 UNNAMED RC 100 Off County Rd 112 0.000 WARRIE CREEK ALY Fairhope 200 Off Cadena Creek Av 0.000 W LAUREL AV FOLEY 300 4 US 98 0.000 NEWSOME WAY 100 0.000 SAINT REGIS LODGE RD 200 South Off Saint Regis Lodge Rd 0.000 S ROLLING OAKS DR 200 Off Rolling Oaks Dr 0.000 S MEADOWS DR 200 0.000 MY WAY 200 0.000 PINCHOTE DR 100 1 0.000 MORGANWAY CIR 300 4 Off Morgantown Blvd 0.000 PEN POINT RD 100 Off Brady Rd 0.000 LEOPOLD LN 100 1 Off Whitehouse Fork Rd 0.000 PARADISE BLVD 200 Off Dawson RD 0.000 MUIR DR 100 1 Off Whitehouse Fork Rd 0.000 MOSQUITO FORK RD 100 Off County Rd 112 0.000 PATCH LN 100 0.000 N EMERALD CT 200 Off Thompson Rd 0.000 LOST HAVEN CT 300 Off Woodhaven Dairy Rd E 0.000 N JUNIPER ST FOLEY 300 South of maintained portion of Juniper St N 0.000 SGT E I BOOTS THOMAS DR Off Old Hwy 31 0.000 BRADY MILL DAM RD 100 1 Off Braady Rd 0.000 INFANTRY LN 100 Off D'Olive Rd 0.000 FANDANGO LN 100 Off Lakeview Rd 0.000 CALERA LN 300 Off County Rd 32 0.000 FREDDIE SELLERS LN 100 1 Off Airport Rd 0.000 HOILES AV 200 Off County Rd 55 0.000 DAVIS HOUSE FORK RD 100 1 Off Brady Rd 0.000 FRETWELL LN 300 3 Off Rosalia Av 0.000 BREEZETIME CIR 300 4 Off Morgantown Blvd 0.000 ALABAMA AV 200 Off County Rd 55 0.000 BREEZE LN 300 4 Off Morgantown Blvd 0.000 BOOMERANG LN 30 Off George Younce Rd 0.000 ALBRAY DR 300 Off Oak Rd W 0.000 COUNCIL OAKS LN 300 4 Off Bon Secour Hwy 0.000 J AND K TRUCKING RD 100 Off County Rd 138 0.000 BISHOP TRACE 300 Off Sunset Dr 0.000 BERNIE'S WAY 200 Off County Rd 34 0.000 APPLETREE DR 200 Off Heidelberg Rd 0.000 IMPERIAL LN Off Mosley Rd 0.000 BORDER DR 200 Offf Patterson Rd 0.000 BUCK POINT RD 100 Off Brady Rd 0.000 MOSLEY RD STAPLETON 100 1 From 1970' W of Cedar Grove D TO SINGLE PURPOSE 0.370 A MOSLEY RD STAPLETON 100 1 From SPRING RD to the east 0.260 A MOSLEY RD STAPLETON 100 1 From 2923' w of Cedar Grove then 744' west 0.140 A KUDU AVE FOLEY 300 4 EAST OFF IMPALA DR 0.030 A IMPALA DR FOLEY 300 4 SOUTH OF CR 20 S 0.260 A Appendix Q FLOOD PRONE ROADS LIST

101

Appendix R FEMA Policy and Alabama Emergency Management Debris Guidance

102

Appendix S Field Documents

103

May 14, 2018

M E M O R A N D U M

FROM: Michael J. Cruise, Chief Removals and Response Unit Environmental Services Branch

SUBJECT: Storm Debris Cleanup

To facilitate the removal of debris resulting from catastrophic natural events, the following guidance is provided and shall supersede all previous guidance the Alabama Department of Environmental Management (ADEM) has provided on this subject. In addition, attached is the Department’s guidance on open burning and Emergency disposal following natural disasters.

 Regulated solid waste debris resulting from catastrophic natural events should be removed from all impacted areas.  Vegetative and wood waste, including but not limited to stumps, logs, limbs, brush, and leaves are not regulated solid waste. NOTE: vegetative and wood waste described herein which are contaminated with other special waste (as defined in ADEM Admin. Code r. 335-13-1-.03 (131)) is considered regulated solid waste and should be disposed of in a landfill permitted to accept that type waste.  The abandonment of regulated solid waste found in storm debris constitutes establishment of an unauthorized dump, contrary to the requirements of the Alabama Solid Wastes & Recyclable Materials Management Act. Unauthorized dumps constitute a nuisance and a public health hazard, can result in additional damage to adjacent property and structures by creating impediments in surface water courses which flood, are breeding grounds for mosquitoes and other disease carrying vectors, are targets for fires set by vandals or careless acts, and encourage additional illegal disposal with their existence. Accordingly, when establishing a disposal site for vegetative waste, regulated solid waste shall be excluded. The landowner and/or person(s) responsible for the creation, contribution to, or operation of an unauthorized dump is responsible for its abatement, whether on public or private property.  Do not place vegetative debris in wetlands or standing water.  Avoid erosion features or low-lying areas. If not possible, ensure no impedance of water flow.  Other agencies, such as FEMA or the U.S. Army Corps of Engineers, may have other criteria for the establishment of a vegetative debris disposal area and it is suggested that these agencies be contacted before a site is authorized by local governments.  If burning of the vegetative debris is to take place at these sites, the burning must comply with the current ADEM “Guidelines for Open Burning of Natural Disaster Debris” (see above link for guidance on open burning).  Vegetative debris disposal locations should be tracked by county officials, and a map showing the locations of these sites should be sent to the ADEM Environmental Services Branch – Removals and Response Unit as soon as emergency cleanup activities have decreased and time permits.

If there are questions regarding disaster debris management, please contact Mike Cruise at (334) 271-7938 or [email protected].

Appendix T HOUSE JOINT RESOLUTION – PRIVATE PROPERTY DEBRIS REMOVAL

104

$3128 ACT No. 20112-ng 37308-5

By Senator Lipscomb (N & P)

RFD: Local Legislation No. 1

First Read: 08-JAN—2002 U'IID-UJMH

Page 0

SB128

With Notice and Proof

Enrolled, An Act, U'IIbLAJNH

Relating to Baldwin County; to provide for access to

property by the county or any municipality or any of its

agents, contractors, agencies, or departments by private roads

under certain emergency or disaster conditions. tomalm

10 BE IT ENACTED BY THE LEGISLATURE OF ALABAMA: ll Section 1. In Baldwin County, the county or any

12 municipality or any of its respective agents, contractors,

13 agencies, or departments may access property using privately

14 owned roads for purposes of providing emergency services and

15 debris cleanup when the Governor declares a state of emergency

16 or declares any portion of Baldwin County a disaster area.

17 Section 2. This act shall become effective on the

18 first day of the third month following its passage and

19 approval by the Governor, or its otherwise becoming law.

Page 1

10 14 13 12 11 15 18 17 16 21 20 19 La) Senate the I House By: Passed: hereby Senate. Senator of l4—FEB-2002

26—FEB-2002 certify Representatives President Lipscomb Speaker

that and 0%.w96'mw of ’ the Presiding the within SB128 Page House $3128 McDowell Secretary Act ,/ 115:1} APPROVED 2 I Officer of F5 originated Representatives GOVERNOR Lee of Recv’d Alabama the Act Bill in Senate 03/03/02 Num....: and Num...: Secretary passed 2003-130 S~1EB 09:52amHMB Bf State Appendix U Purchasing Policy

105

BALDWIN COUNTY COMMISSION

POLICY #3.7 Subject Purchasing Policies Date Adopted November 1, 2016 Agenda Item BB5 Obsolete Versions October 19, 1999 Book 23, pg. 327 March 20, 2001 Book 26, pg. 327 May 18, 2004 Book 35, pg. 193 February 19, 2008 Page 26

POLICY STATEMENT

The purpose of these purchasing policies and procedures is to establish a legal and orderly method of buying goods and services for the County of Baldwin. These policies and procedures shall apply to all Baldwin County employees, officers, officials, and agents when buying any goods or services for the County of Baldwin.

PROCEDURAL REQUIREMENT

In order to carry out this policy, the following steps must be taken:

1. No officer, employee, officials, or agents, of the County shall be financially interested, either directly or indirectly, in any contract or purchase of any goods, materials, equipment, or contracted service furnished to or used by any Department, Board or Agency of the County Government.

2. No officer or employee of the County may accept or receive, directly or indirectly, money, entertainment, gift or any promise, obligation or contract for future reward or compensation (above nominal intrinsic value or except as otherwise allowed by applicable laws, rules and regulations) from any person, firm, or corporation to which any contract or purchase order may be awarded.

Page 1 of 11

General Guidelines A. Only those employees that are classified Baldwin County employees, who have been designated by the Supervisor can pick up goods to be used by the County. Full time permanent employees (not probationary) of the County of Baldwin, in good standing, are eligible for this task. Upon pick up of the goods, the employee must note the Purchase Order Number on the Receiving Ticket.

B. IN ALL PURCHASING SITUATIONS except those governed by the State Bid Law, price comparisons are to be obtained as described below, to ensure the County received quality merchandise at the lowest possible price.

C. The following buying limits for goods and services shall be used to determine how price comparisons are to be made:

Amounts Requests Method of Pricing $0 - $250 Vendors used most frequently will have open Purchase Orders each month for authorized employees to use as needed. The Supervisor in Charge will also sign each Receiving Ticket.

$251 - $1,000 Written 3 phone prices or Written Quotations. (All 3 must reflect on Requisition or Invoice)

$1,001 - $14,999 Written 3 Written Quotations (All must be attached to the Requisitions)

$15,000 plus Written Sealed Bid (as mandated by State Code)

*Exemption - Equipment parts and repair of vehicles due to break down unless required by vendor.

*Exemption - Equipment parts and repair of heavy duty off-highway construction equipment and of all vehicles with a gross vehicle weight rating of 25,000 pounds or greater.

$0 - $1,000 No verbal or written Quotations Required

$1,00l - $15,000 3 Verbal or Written Quotations, when possible

$15,00l plus Sealed Bid (as mandated by State Code)

Upon no condition or circumstance will a purchase be split or invoiced separately in order to make a purchase qualify for a lower expenditure category. All specifications and vendors’ prices shall include freight charges FOB Baldwin County destination. All vendors shall be advised at

Page 2 of 11

the time prices are obtained that the freight charges quoted will be the maximum paid by the County and under no circumstances will additional freight charges be paid.

D. All Receiving Tickets, Invoices, Purchase Requisitions must be turned in to the designated department representative as soon as possible after purchase (preferably daily, but in no case longer than 5 days after purchase). The entire account number being charged shall be plainly marked on the ticket, invoice or Purchase Requisition. Buyer must sign the ticket, invoice or purchase requisition legibly (if signature is unreadable, print name under signature).

E. Baldwin County has only one (1) billing address, which is as follows:

Baldwin County Commission 312 Courthouse Square, Suite 11 Bay Minette, AL 36507 ATTN: Accounts Payable

This address can also be located on the Purchase Order.

F. When grant purchases are made, the name of the grant, grant account number and the amount to be charged must be plainly marked on the ticket, invoice, or Purchase Requisition.

G. The incorporated municipalities of the State of Alabama are specifically exempted from the payment of Alabama Sales Tax on purchases of tangible personal property. Since a specific exemption is provided by law, a certificate of exemptions is not needed. (Section 40-23-4(11), Code of Alabama 1975, as amended.)

Emergency Purchases A. Emergency Purchase of goods or services may be made by the Purchasing Officer/Clerk or in their absence, the Department Head when delivery is critical to the operation of the department and when normal purchasing procedures cannot be followed. The term “emergency” signifies a situation which has suddenly arisen and requires speedy action.

B. For items within his/her purchasing range, the Supervisor must secure verbal approval from the Purchasing Officer/Clerk before such emergency purchase. Upon receipt of the goods, a purchase requisition shall be submitted to the Purchasing Officer/Clerk, signed by the Designated Department Representative, along with the receiving ticket.

C. The County Commission has the authority to let contracts under the State Bid Law (purchases or contracts $15,000 and above) without advertisement in emergency situations when public health, safety, or convenience is involved. Such emergencies must be declared in advance of the purchase. The County Commission shall declare the existence of the emergency during a regularly held Commission Meeting in advance of the purchase. Declaration of Emergency does not eliminate the sealed bid process, in amounts over $15,000; it only eliminates the period of advertisement.

Page 3 of 11

D. Non-business hour purchases and other unique small purchases may be made without a purchase order if approved by proper Department Officials. These purchases will be monitored by the Clerk/Treasurer and Purchasing Officer to insure that these purchases are not excessive and circumventing the Purchasing Policies.

Special Request and Conditions A. Under no circumstances are purchases to be made unless they are budgeted items with available funds in the current year budget.

B. It is the responsibility of the Supervisor/Department Head to develop procedures which will ensure all purchasing regulations are followed.

C. Competitive pricing is not required if goods are available only through a single vendor or have uniform prices wherever bought. Sole Source purchases shall be approved by the Purchasing Officer prior to purchase. The documentation for Sole Source must be adequate to withstand state requirements.

D. For the purchase or lease of personal property only, a resident person, firm or corporation, whose bid is no more than three (3%) percent greater than the lowest bid, may be the successful bidder and the contract may be awarded to such resident responsible bidder. A resident vendor is defined as one who has a place of business within the County of Baldwin. It is the policy of the County to purchase from a resident vendor whenever possible.

Procedures A. Purchases of $0 - $14,999 1. A Purchase Requisition must be submitted by an employee requesting a purchase through the designated County Representative to the Purchasing Department. Written quotations must be attached to the Purchase Requisition. (See General Guidelines Chapter 2/Item C).

2. Purchase order copies are distributed to the following: Purchasing, Accounts Payable, Vendor, Designated Department Representative.

B. Purchase of $15,000 and above 1. The Competitive Bid Law is codified at Article 3, Sections 41-16-50 thru 41-16-63, Code of Alabama 1975.

(A) The Bid Laws have been interpreted by the courts and by the state attorney general’s office to mean that like items purchased by the County, in excess of $15,000 in a year, must be processed by competitive bid.

(B) All bidders must furnish a bid bond on any contract exceeding $10,000; provided that bonding is available for such services, equipment, or materials. A designated amount may be established in the bid documents by the Purchasing Officer for items that are unit of measure.

Page 4 of 11

(C) Bond in a responsible sum for faithful performance of the contract, with adequate surety, may be required in an amount specified in the advertisement for bids.

(D) The following are commodities that are exempt from competitive bid. * Purchases of Utility services where no competition exists or rates are fixed by law. * Purchases of election supplies. * Contracts for services of attorneys, physicians, architects, teachers, superintendents of construction, artists, appraisers, engineers, consultants, certified public accountants, or other individuals possessing a high degree of professional skill where the personality of the individual plays a decisive part. * Contracts of employment in the regular civil service. * Purchases of products made or manufactured by the blind or visually handicapped under the direction or supervision of the Alabama Institute of the Deaf and Blind. * Purchases of maps or photographs purchased from a federal agency. * Purchases of manuscripts, maps, books, pamphlets and periodicals. * Selection of paying agents and trustees for any security issued by a public body. * Contractual services and purchases of commodities for which there is only one vendor or supplier. * Contractual services or purchases of personal property, which by their very nature are impossible to award by competitive bidding. * Purchases of products where the price of such products is already regulated and established by state law. * Contracts for furnishing of fiscal or financial advice or services. * Purchase of Insurance. * Purchases made by individual city or county schools from moneys other than those raised by taxation or received through appropriations from state or county sources. * Contracts relating to industrial development. * Purchase of equipment, supplies or materials needed, used and consumed in the normal and routine operation of any waterworks system, sanitary sewer system, gas system, or electric system, or any two or more thereof, that are owned by municipalities, counties or public corporations, boards or authorities that are agencies, departments or instrumentalities of municipalities or counties and no part of the operating expenses of which system or systems have, during the then current fiscal year, been paid from revenues derived from taxes or from appropriations of the state, a county or a municipality. * Repair of construction equipment and all vehicles for which parts or service is of a specialized nature.

2. The State and Baldwin County bid list is to be used whenever possible. NOTE: The State bid should state in writing that the contract was let for the benefit of municipalities as well as the state. When using the State Bid, accompanying the requisition should be a copy of the cover, each item page and the vendor page, specification page.

3. Purchases shall not be split in order to avoid the requirements of the bid law.

4. All bids will be opened in a public meeting. A tabulation sheet will be prepared after the bid opening to establish low bidder.

Page 5 of 11

5. The Purchasing Officer or his designee is required to attend each bid opening. Department heads, other staff members, vendors and the general public are invited and are welcome to attend bid openings.

6. The Purchasing Officer will discuss at a prearranged meeting bid results of items offered with the using department.

7. Any bid received after the appointed time of opening will be returned, unopened, to the Bidder. The clock located in the Commission Chambers shall be used as the official time clock. No other time will be considered.

8. All bids, together with all documents pertaining to the bid or award of a contract, shall be retained and made part of a file or record for a period of seven (7) years.

9. At the bid opening, the Purchasing Officer may question any bidder as to the validity of his bid; however, no one representing the County shall make any commitment to a bidder as to a purchase prior to the awarding by Commission and the issuance of a purchase order.

10. In the event only one bid is received, the County may reject the bid and negotiate the purchase provided the purchase price is lower than the bid price. The County may further reject any bid if the price is deemed excessive or the quality of the product is deemed inferior. Should the County solicit bids and receive none, the Purchasing Officer will send out a second request for bids.

If upon the second request, no bids are received, the Purchasing Officer may then negotiate.

11. The County reserves the right to reject any or all bids and to waive any informalities.

PROCEDURES FOR SEALED BIDS (Purchases of $15,000 or greater)

1. The Purchasing Manual will be referenced on a regular basis to ensure that compliance is maintained with the Purchasing Manual.

2. At least 10 days will be allowed from the date the bid packages are mailed to the bid opening date.

3. The bid package shall clearly indicate the person to contact in cases when the vendor may have questions.

4. The following sources should be utilized in developing bid specifications: A. State and/or City Bid specifications B. Internal staff

Page 6 of 11

The practice of having vendors participate in formulating the specifications shall be avoided when possible.

5. The bid package must be received by US Mail, Federal Express, etc., by the date specified in the bid package. Walk-in bids are acceptable, but must be turned in by the bid deadline. The walk-in bids shall be date and time stamped.

6. Prior to the mailing of the bid package, the Department Head requesting the procurement must approve the acceptability of allowing substitutes for the items being bid. The acceptability of substitutes (Yes or No) should be clearly stated in the bid package.

7. The yellow pages will be reviewed and utilized when preparing the vendor bidder list. The Purchasing Officers vendor files will be checked along with any persons that have verbally requested copies.

8. The following should be followed for advertising bids in the local newspaper.

Projected Bid Price Procedure A. $15,000 and above for A. No advertising in the newspaper Materials, Supplies & Equipment is required. Bid shall be advertised by posting notice thereof on a bulletin board maintained outside of the Purchasing Office and in any other manner and for any length of time as may be determined. However, the Purchasing Officer may advertise in a newspaper if deemed necessary to obtain good competition. Ala. Code 41-16-54 (a)

B. $50,000 to $499,999 B. The bid shall be advertised once a week Public Works for three consecutive weeks in a newspaper of general circulation in the county or counties published locally. Ala. Code 39-2-2 (a)

C. $500,000 and above C. The bid shall be advertised once in three Public Works newspaper of general circulation throughout the state. Ala. Code 39-2-2 (a)

9. There shall be no changes in the bid specifications starting 48 hours prior to the scheduled bid opening. This should be clearly indicated in the bid package.

Exception: On building construction and road or bridge projects, the Architect or Engineer may answer questions, issue clarifications and make minor additions and subtractions, which do not involve a major change in the scope of the work, up to 8 hours prior to bid opening.

Page 7 of 11

NOTE: Affected articles can be found in Appendix A.

Maintenance, Rental, Lease, and Lease Purchase Contracts A. All contracts for leases, lease purchases, rental agreements or maintenance agreements must be signed by the Chairman after Commission approval regardless of the amount of the lease or agreement; and all such documents shall be attorney approved.

B. All leases, lease purchases, rental agreements or maintenance agreements are subject to bid law if amount exceeds $15,000.

C. Upon approval by the Commission, the Purchasing Officer will issue a purchase order.

Prepayment Purchases A. All purchases of goods or services requiring prepayments will be directed to the Clerk Treasurer.

B. The Department Head will send a Purchase Requisition along with any completed order blank, registration form, etc., to the Clerk Treasurer.

C. Department Head is required to forward the original receiving ticket to the Clerk Treasurer to place behind the payment voucher.

Reoccurring Monthly Charges (utilities, telephone, rent etc.) A. Payment of reoccurring monthly charges and reimbursement for approved travel is an accounting procedure and not a function of the Purchasing Division; therefore, no purchase order will be needed for these payments. Procedures for payment will be implemented by the Accounting Division.

Construction Contracts A. Licenses Required

All bidders, to the best of their knowledge and belief, must be in compliance with all applicable Federal, Alabama State, County and Municipal Laws, regulations, resolutions and ordinances. In particular, if applicable, all bidders must be licensed and permitted in accordance with Title 10, Chapter 2A, Article 8, Division 2 (dealing with Out-of-state corporations doing business within Alabama), Title 34, Chapter 8 (dealing with general contractor Licensing for businesses which construct or superintend the construction of any building, highway sewer, grading or any improvement or structure costing $50,000 or more) Title 40, Chapter 12 (dealing with privilege licenses and store licenses), Title 40, Chapter 14 (dealing with permitting, franchise tax and other taxation of corporations conducting business in this state), and Title 40, Chapter 23 (dealing with sales and use tax), Code of Alabama 1975, as amended; provided, the bidder is not exempted from the above mentioned Code Sections elsewhere in the Code. All bidders bidding should be

Page 8 of 11

prepared to timely submit non confidential evidence or documentation supporting the fact they are presently licensed and permitted under the applicable above mentioned Code Sections, suitable to, and upon request by, the Baldwin County Commission. Such non confidential evidence or documentation may be submitted with the bid.

B. Plans and Specifications Required

1. On any construction project costing $50,000 or more, all engineering plans, specifications, and estimates, shall be prepared by, and the construction executed under the direct supervision of a professional engineer or registered architect.

C. Advertisement

1. Any construction project costing $50,000 to $499,999 shall be advertised once each week for three consecutive weeks in a newspaper of general circulation in the County. Any construction project costing $500,000 or more shall also be advertised once in three newspapers of general circulation throughout the state.

2. The advertisement shall be posted on a bulletin board maintained in the Commission Administration Building and the Budget/Purchasing Building located in Bay Minette.

3. Invitations to bid for construction projects will be advertised in the Gulf Coast Newpapers, the Mobile Register, Montgomery Advertiser and Birmingham News for three consecutive weeks.

D. Bid Guaranties

All bidders shall furnish a bid bond on any contract in excess of $10,000 provided that bonding is available for the services, equipment or material. In cases where bonding is not available, a certified check payable to the Baldwin County Commission will be required. The amount of the guarantee shall be for an amount not less than five (5%) percent of the estimated cost or of the contractor’s bid but not more than $10,000, unless special circumstances require a greater amount.

E. Performance Bond

Any person, firm, or corporation entering into a contract with the County for the repair or construction of any public building, public work, highway, or bridge shall provide a performance bond, material and labor bond equal to one hundred (100%) percent of the contract price. Bonds are not required on contracts of less than $50,000 by Section 39-1-1, but a bonding requirement may be imposed by the County under Alabama Code Section 41-16-58.

F. Insurance Requirements for Contractors

Any person, firm, or corporation entering into a contract with the County will carry

Page 9 of 11

Compensation and Comprehensive General Liability Insurance in an amount deemed appropriate by the County but never less than $1 million per occurrence and $2 million aggregate. The Certificate of Insurance shall name the County as additional insured.

Promulgated Rules With prior discussion and review with department heads during a scheduled meeting the Purchasing Department may, with approval of the County Commission, promulgate any rule or rules necessary for the implementation of this policy.

Penalties/Sanctions/Disciplinary Action Violators of state law are subject to all applicable penalties, sanctions and disciplinary actions as set forth in applicable laws, rules and regulations, including, but not limited to, State Bid Laws, Alabama Ethics Rules and the Baldwin County Handbook.

APPENDIX A

Article 3 Section 41-16-50 Contracts for which competitive bidding required; manner of awarding contracts generally; award of contracts to resident bidders, negotiation of contracts; joint contracts.

Article 3 Section 41-16-51 Contracts for which competitive bidding not required generally; governing bodies or instrumentalities of counties, municipalities and certain state and local institutions to establish and maintain purchasing facilities and procedures for competitive bidding in operation and management of institutions, facilities, etc., under supervision and control thereof; contracts entered into in violation of article void, penalty.

Article 3 Section 41-16-52 Expenditures for repair of lease of heavy duty off-highway construction equipment may be made without regard to provisions of article.

Article 3 Section 41-16-53 Letting of contracts without public advertisement authorized in case of emergencies affecting public health, safety, etc...

Article 3 Section 41-16-54 Advertisement for and solicitation of bids; bids to be sealed; opening of bids; bids, etc., to be retained and to be open to public inspection; when purchases or contracts may be made in open market; contracts not to be split to avoid requirements of article; certain partial contracts declared void.

Page 10 of 11

Article 3 Section 41-16-55 Effect of agreements or collusion among bidders in restraint of competition; knowing participation in collusive agreement.

Article 3 Section 41-16-56 Effect of advance disclosure of terms of bid

Article 3 Section 41-16-57 Awarding of contracts generally; preference to be given to Alabama commodities, firms, etc., in contracts for purchase of personal property or contractual services; rejection of bids; records as to awarding of contract to be open to public inspection; maximum duration of contracts for purchase of personal property or contractual services.

Article 3 Section 41-16-58 Bond for faithful performance of contract may be required.

Article 3 Section 41-16-59 Assignment of contracts.

Article 3 Section 41-16-60 Conflicts of interest of members or officers of governing bodies or instrumentalities of counties, municipalities and certain state and local institutions generally; making of purchases or awarding of contracts in violation of article.

Article 3 Section 41-16-61 Institution of actions to enjoin execution of contracts entered into in violation of article.

Article 3 Section 41-16-62 Provisions of article not applicable to certain municipal contracts.

Article 3 Section 41-16-63 Provisions of article cumulative.

FORMS/ATTACHMENTS/EXHIBITS 1. Baldwin County Supply Requisition

RELATED POLICIES POLICY #8.12: Processing Voucher Payments

Page 11 of 11

BALDWIN COUNTY SUPPLY REQUISITION "EXHIBIT 1"

DEPARTMENT INFORMATION VENDOR INFORMATION DATE NAME DEPT STATE BIDg ADDRESS SHIP TO COUNTY BID *1 PHONE QUOTE g NAME

UNE # COST CENTER QTY WM PRODUCT NUMBER AND DESCRIPTION UNIT PRICE EXTENDED PRICE

1 2 3 4 5 6 7 8 9 10 11

, 12 • 13 14 15 16 17 18 19 20 REQUISITION TOTAL REQUESTED BY: APPROVED BY: EMPLOYEE NUMBER: PURCHASE ORDER g