WASTE MANAGEMENT PLAN

SEECO, Inc.

2350 N. Sam Houston Parkway East

Suite 125

Houston, Texas 77032-3132

281-618-4700

Prepared by:

Pollution Management, Inc.

3512 South Shackleford

Little Rock, Arkansas 72205-6933

501-221-7122

September, 2011

SWEC-6397
TABLE OF CONTENTS

1.0 INTRODUCTION .................................................................................................................. 1

2.0 BYRD FACILITY DESIGN................................................................................................... 1

3.0 WATER SOURCES ............................................................................................................... 2

4.0 STORAGE FACILITIES........................................................................................................ 3

5.0 WATER TRANSPORT.......................................................................................................... 4

6.0 SITE WASTE MANAGEMENT PLAN................................................................................ 4

6.1 SITE WASTE MANAGEMENT PROCEEDURES ...................................................................... 5

6.2 SOLIDS VOLUME CALCULATIONS...................................................................................... 6

6.3 SITE LOCATION ................................................................................................................. 6

LIST OF TABLES:

Table 1: Water Sources and Estimated Volumes

Table 2: Storage Units

LIST OF FIGURES:

Figure 1: Site Vicinity Map

LIST OF DRAWINGS:

Drawing 1: Site Layout - Aerial Photograph

Drawing 2: Flood Insurance Rate Map (FIRM)

LIST OF APPENDICES:

Appendix A: Property Title
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

1

1.0 INTRODUCTION

SEECO, Inc. (SEECO) has submitted a “No Discharge” permit application for the 

construction of a proposed water reuse facility. The proposed water reuse facility will be known 

as the Byrd Water Reuse/Recycling Facility which will be located at 4301 Highway 157 N, north 

of Judsonia, White County, Arkansas, Section 1, T-9-N, R-7-W & Section 5, T-9N, R-6-W, 

approximate latitude 35° 26’ 23” and longitude 91° 41’ 32” (see Vicinity Map - Figure No. 1). 

The Byrd facility will receive sources of water from various shale gas drilling and hydraulic 

fracturing sites. The property to be used for the proposed facility is owned by SEECO, a copy of 

the title to the property can be found in Appendix A. The facility will operate as a temporary 

“No Discharge” storage facility for shallow groundwater, flowback water, and produced water 

resulting from SEECO’s natural gas drilling and well completion activities in the vicinity. The 

water stored at the facility will be transferred offsite for reuse in well development. Drawing

Number 1 presents an aerial photograph of the property and surrounding areas.

The beneficial reuse of these waters will allow SEECO to reduce their dependence on 

freshwater sources to support their shale gas hydraulic fracturing activities. If this water is not 

reused, it would be required to be managed and disposed of at other regulated facilities. This 

Waste Management Plan provides information about the management of the waters and handling 

of the solids collected at the facility.

2.0 BYRD FACILITY DESIGN

The design concept of the Byrd facility is to receive waters from various gas well drilling 

and hydraulic fracturing sources into a receiving basin to reduce the heavy solids, transfer water 

from the receiving basin into the two large synthetic lined storage pond for further solids settling 

and water blending. The Byrd facility will have the ability to transfer water into the two ponds 

depending on the quality of the water received and the quality of the water in the ponds. The 

Byrd facility will have a water loading station to allow water to be removed from the facility for 
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

2

reuse in hydraulic fracturing.

The Byrd facility will be a “No Discharge” facility meaning no water will be discharged 

to the environment from this facility. The water balance for the facility is a zero water balance 

as shown below:

Water + Precipitation – Evaporation – Water Transported Offsite for Reuse = Zero Discharge

The Byrd facility was designed following the requirements of the 2007 edition of the Ten 

States Standards plus additional requirements by Arkansas Department of Environmental Quality 

(ADEQ).

3.0 WATER SOURCES

Natural gas drilling operations in shale formations may encounter shallow groundwater. 

This water is recovered during the drilling operations and will be transported to the Byrd facility.

Shallow groundwater is highly variable in quality and quantity from well site to well site and 

within the Fayetteville Shale formation. Shallow groundwater is suitable to be reused in 

SEECO’s hydraulic fracturing portion of their well development.

Flowback and produced waters are residual waters recovered following the hydraulic 

fracturing of a well. The flowback water represents up to fifteen (15) percent of the total volume 

of water used during the hydraulic fracturing. This water is recovered in a short period following 

the completion of the well. Produced water is essentially the same as flowback water, but it is 

recovered at a slower rate and over a longer period of time as it is released from the formation. 

These waters may be suitable for reuse in the hydraulic fracturing operation or can be blended 

with shallow groundwater or freshwater to be reused. The Byrd facility will provide SEECO 

with the ability to store and blend large volumes of different types of waters to supply the 

hydraulic fracturing operations.
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

3

Flowback and produced water are likely to contain solids when delivered to the Byrd 

facility. The solids will primarily be the sand used in the hydraulic fracturing operations. 

SEECO is currently pursuing new technologies to increase the recovery of the sand at the well 

sites. It is expected that the solids volume contained in the flowback and produced water will 

reduce over time. With the two (2) produced water/frac water ponds at the Byrd facility in 

service, it is anticipated that approximately 1,400,000 barrels of water will be transferred through 

the facility annually. Table I indicates the approximate volumes of water from the various water 

sources that could be transferred through the Byrd facility annually.

4.0 STORAGE FACILITIES

The storage ponds at the Byrd facility will consist of two (2) earth embankment ponds 

lined with a 40 mil High Density Polyethylene (HDPE) geosynthetic liner and geocomposite

under drain system. The design drawings and technical specifications are submitted with the 

permit application. Table II presents the water storage units expected to be constructed at the 

Byrd facility.

The Byrd facility has an existing freshwater pond located immediately south of the water 

reuse ponds. Freshwater from this pond may be transferred into the water reuse ponds and/or 

blended with the flowback and produced waters.

TABLE I

WATER SOURCES AND ESTIMATED VOLUMES

Byrd Water Reuse/Recycling Facility

SEECO, Inc.

Judsonia, Arkansas

Water Source Estimated Annual Volume per Storage Pond (bbls)

Shallow Groundwater 245,000

Flowback Water 280,000

Produced Water 875,000
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

4

* One (1) barrel (bbl) = 42 gallons

5.0 WATER TRANSPORT

All water for storage at the Byrd facility will initially be transported from the well sites to 

the facility by truck. Water to be used for the hydraulic fracturing operations will initially be 

transported from the facility to well sites by truck as well. In the future, pipelines from the Byrd 

facility may be constructed that would allow water to be pumped to and from the facility to

various well pads.

6.0 SITE WASTE MANAGEMENT PLAN

There will be two types of waste on the Byrd facility, water from drilling and fracturing 

operations and solids that settle out of the water. The water will be reused offsite for hydraulic 

fracturing, so management of the settable solids will require some procedures. The sections 

below describe the water and solids management procedures.

TABLE II

STORAGE UNITS

Byrd Water Reuse/Recycling Facility

SEECO, Inc.

Judsonia, Arkansas

Storage Unit Storage Pond Volume (bbls) * Overflow Controls

Settling Basin 1 2,900 Freeboard and Connection to Storage 

Ponds Settling Basin 2 2,900

Storage Pond 1 250,000

Freeboard and Operational Controls

Storage Pond 2 250,000

Existing Freshwater Pond 277,000 Spillway to Existing Creek
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

5

6.1 SITE WASTE MANAGEMENT PROCEEDURES

Water will be managed at the Byrd facility by monitoring the settling basin and 

storage pond water levels. The settling basins and storage ponds have established 

maximum water surface elevations that will be maintained. The maximum water surface 

elevations allow for a freeboard of three (3) feet above the maximum water surface 

elevation. If the settling basins or storage ponds have reached the maximum water 

surface elevation, no additional water will be received at the Byrd facility until the water 

surface elevation is reduced.

The two (2) settling basins at the Byrd facility will require active management of 

waste as part of normal operations. Each basin will be constructed to store up to 

approximately 13,500 cubic feet of solids. The system will be operated so that water is 

directed to one settling basin until the solids reach the maximum storage level. Based on 

current solids estimates, it is expected to take one (1) to two (2) years to reach the 

estimated volume. If SEECO is able to achieve its goal of recovering more of the sand 

used in the fracturing process at the well sites, this time frame could be extended.

When one of the basins reaches its maximum storage capacity, water will be 

directed to the second basin. Solids in the first basin will be dewatered, removed from 

the basin, and transported to a permitted landfill for disposal. After the solids are 

removed from the basin, the liner system will be inspected. Based on the inspection, the 

liner may be repaired or replaced as necessary.

The Byrd facility may add a water conditioning system to further remove solids 

(suspended and/or dissolved) to enhance the water quality for reuse/recycling. The water 

conditioning system will take water from the settling basins and/or ponds and condition 

the water for return to the storage ponds. The solids removed from the conditioning 

system will be transported off-site for disposal in a landfill.
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

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6.2 SOLIDS VOLUME CALCULATIONS

The current data available indicates that the average solids content of a 120-barrel 

(5,000) gallon tanker truck of flowback or produced water is 0.5 to 0.8 cubic feet per 

load. Shallow groundwater generally contains fewer solids than flowback and produced 

water, however, for the purposes of the design of the facility, the solids content was 

assumed to be similar. Each pond is expected to receive approximately 700,000 barrels 

per year when constructed. Based on current SEECO technologies, the expected solids 

volume per year will be 4,200 to 6,600 cubic feet or 156 to 250 wet cubic yards per 

storage pond. Not all of the solids will settle out of the water so the expected solids 

volumes should be conservative.

Based on 6,600 cubic feet of solids settling out of the water per year and an 

estimated life of 20 years, the calculated volume of settable solids will be approximately 

132,000 cubic feet. Using the bottom area of Pond 1, the thickness of the solids layer 

will be approximately 1.7 feet thick assuming the solids settle evenly over the bottom. 

Based on this solids layer the storage ponds will not be removed for the life of the ponds 

unless water quality becomes an issue. If solids from the ponds are needed to be 

removed, the solids will be disposed of at a permitted landfill facility.

If installed, the water conditioning system should remove approximately the same 

amount of solids from the water as the settling basins. Therefore, approximately 6,600 

cubic feet of solids are estimated to be removed from the water per year. The solids will 

be disposed of at a permitted landfill facility.

6.3 SITE LOCATION

The facility is located at latitude 35°26’23”N, longitude 91°41’32”W. Figure 

Number 1 shows a site location map taken from the Steprock USGS quadrangle. The 

Holcomb Branch of the Red River is the nearest named stream in the vicinity of the 
Waste Management Plan Pollution Management, Inc.

SEECO September, 2011

Byrd Water Reuse/Recycling Facility

Judsonia, Arkansas

7

facility. Drawing Number 1 shows an aerial photograph of the existing property and 

surrounding areas. Drawing Number 2 shows the Flood Insurance Rate Map (FIRM) for 

White County, Arkansas, dated June 7, 1977. Based on the data in the FIRM, the facility 

property is not located within the 100-year floodplain. The property consists primarily of 

pasture and a freshwater pond located on the center portion of the property. The facility 

will be constructed on the northern half of the property. The surrounding properties 

consist of open pasture and residential areas.
FIGURES

DRAWINGS


APPENDIX A

Property Title





SEECO, INC.

BYRD WATER REUSE/RECYCLING FACILITY

JUDSONIA, ARKANSAS

FACILITY CLOSURE PLAN

SEECO, Inc.

2350 N. Sam Houston Parkway East

Suite 125

Houston, Texas 77032-3132

281-618-4700

Prepared by:

Pollution Management, Inc.

3512 South Shackleford

Little Rock, Arkansas 72205-6933

501-221-7122

September, 2011

SWEC-6397
TABLE OF CONTENTS

1.0 SITE INFORMATION ........................................................................................................ 1

2.0 CLOSURE PLAN................................................................................................................ 2

2.1 Byrd Facility Closure and Notification Requirements..................................................... 2

2.1.1 Estimated Closure Cost............................................................................................. 2

2.1.2 Recordkeeping and Reporting Requirements ........................................................... 3

2.1.3 Financial Assurance .................................................................................................. 3

2.2 Closure Procedures........................................................................................................... 3

2.3 Closure Schedule.............................................................................................................. 5

LIST OF FIGURES

Figure Number 1: Topographic Map

LIST OF DRAWINGS

Drawing Number 1: Site Layout – Aerial Photo

LIST OF APPENDICIES

Appendix A: Engineer’s Opinion of Closure Costs
Facility Closure Plan Pollution Management, Inc.

Byrd Water Reuse/Recycling Facility September, 2011

Judsonia, Arkansas

1

1.0 SITE INFORMATION

The SEECO, Inc. (SEECO) Byrd Water Reuse/Recycling Facility is located at 4301

Highway 157 N, north of Judsonia, White County, Arkansas, Section 1, T-9-N, R-7-W and 

Section 5, T-9-N, R-6-W approximate latitude 35° 26’ 33” and longitude 91° 41’ 32”, see 

Vicinity Map, Figure 1.

The Byrd facility is designed as a “No Discharge” temporary storage facility for storage 

of shallow groundwater, flow back water and produced water resulting from SEECO’s natural 

gas drilling and well completion activities. The Byrd facility will receive water from various 

natural gas well drilling sources, temporarily store the water, blend the water and then transport 

the water off site for reuse in hydraulic fracturing.

The Byrd facility is permitted for two (2) earth embankment ponds and two (2) 

sedimentation basins lined with 40 mil HDPE geosynthetic liners to contain and store the water. 

The general layout of the pond system will be as shown on Drawing Number 1. The Byrd 

facility will consist of two (2) 250,000 barrel (Ponds 1 and 2) produced water ponds. The Ponds

will receive water from gas well drilling and hydraulic fracturing sources. The Byrd facility will 

have the ability to transfer water into either of the two ponds based on the quality of the water 

received and the quality of the water in the ponds. The Byrd facility will occupy approximately 

25 acres of the SEECO property at Sunnydale, Arkansas.

This Closure Plan addresses the requirements for an in-place closure of the two (2) 

storage ponds at the Byrd facility with the ponds to remain as fresh water ponds upon closure. 

The closure plan is a basis for determining an estimate of the cost to close the facility in-place.

The Closure Plan addresses the requirements set forth by Arkansas Department of 

Environmental Quality (ADEQ) in “Waste Storage Pond Closure Guidelines” for the closure of a 

waste storage pond.

The closure cost estimate provides an estimate of the items and cost of items to properly 
Facility Closure Plan Pollution Management, Inc.

Byrd Water Reuse/Recycling Facility September, 2011

Judsonia, Arkansas

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close the facility. The cost estimate is used to establish the financial assurance limits in 

accordance with Arkansas Code §8-4-203 (Act 369). Act 369 includes the requirements for 

financial assurance associated with the closure of facilities that store fluids generated during 

exploration, production, fracturing and operation of natural gas operations. The Closure Plan 

addresses the steps planned to close the various components of the Byrd facility.

2.0 CLOSURE PLAN

2.1 Byrd Facility Closure and Notification Requirements

The subsections below describe the requirements established by ADEQ to 

properly close the Byrd facility.

SEECO will notify ADEQ at least 60 days prior to any planned closure activities 

at the Byrd facility.

2.1.1 Estimated Closure Cost

ADEQ requires the estimated closure cost to be calculated assuming that 

ADEQ must retain a third party contractor to perform the closure activities and 

the storage ponds volume are at their maximum capacity at the time of closure. 

This should represent a worst case scenario for the closure cost. The total 

estimated closure cost is not only for the ponds, but the facilities and structures 

associated with the storage facility. The estimated closure cost includes the 

following items:

1. Closure of the ponds – in place;

2. Closure of the settling basins;

3. Closure of the unloading stations and appurtenant piping;

4. Closure of the loading stations and appurtenant piping;
Facility Closure Plan Pollution Management, Inc.

Byrd Water Reuse/Recycling Facility September, 2011

Judsonia, Arkansas

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5. Miscellaneous site work and repairs.

The cost estimate and financial assurance documents will be updated 

annually by September 15th based on the proposed operation and capacity of the 

Byrd facility through October 1st of the following year. The Engineer’s Opinion 

of Closure Costs is presented in Appendix A.

2.1.2 Recordkeeping and Reporting Requirements

A copy of the approved Byrd Facility Closure Plan will be maintained at 

the facility. SEECO will maintain records of the Byrd facility until ADEQ 

authorizes destruction of the records. SEECO will maintain a record of changes 

or revisions to the facility. SEECO will provide initial and updated closure cost 

estimates to ADEQ Water Division annually.

2.1.3 Financial Assurance

SEECO will submit a financial assurance document in the amount of the 

estimated closure cost to ADEQ prior to the issuance of the permit. The closure 

cost estimate is calculated based on the closure of two (2) ponds. The financial 

assurance document will meet the requirements of Act 369. SEECO will 

maintain continuous coverage for the closure of the Byrd facility until the facility 

is released from the financial assurance requirements by ADEQ.

2.2 Closure Procedures

The closure of the Byrd facility will be accomplished by converting the temporary 

waste storage ponds into fresh water ponds. The HDPE liner will remain in place and the 

ponds will be allowed to fill with stormwater after the liner is decontaminated. The 

general scope of work associated with the closure of the facility is as follows:
Facility Closure Plan Pollution Management, Inc.

Byrd Water Reuse/Recycling Facility September, 2011

Judsonia, Arkansas

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• Notify ADEQ of plans to close the facility;

• Remove and dispose of solids remaining in the settling basins;

• Remove and dispose of settling basin liner system;

• Grade the settling basin area to drain;

• Remove and dispose of waste water stored in permitted Ponds 1 and 2;

• Remove and dispose of residual solids in the storage Ponds 1 and 2;

• Clean Ponds 1 and 2 liners, loading and unloading structures, piping and 

dispose of all wash waters;

• Remove and dispose of miscellaneous piping, valves and appurtenances 

that are not to be abandoned in-place;

• Construct new clean water overflow release structures on closed ponds;

• Construct required drainage improvements for new overflow release 

structures;

• Re-vegetate disturbed areas.

* Liquid waste will be disposed of by deep well injection or other approved 

method.

** Waste solids and other solid wastes associated with the closure will be 

disposed of in a Class 1 landfill.

Soil-disturbing activities will be managed with best management practices 

(BMP’s) during the closure. Erosion control measures such as straw bales, checks, silt 

fence, rock check dams or erosion control matting will be installed in areas where 

excessive erosion may occur, such as side slopes, drainage channels, discharge points and 

traffic areas. Disturbed areas on slopes will be closed with a maximum slope of 3 feet 

horizontal to one foot vertical and vegetated with a mixture of grass seed. Seeding of 

disturbed areas will follow the AHTD Specification in use at the time of closure for 

seeding.

Closure procedures will be monitored and documented in accordance with good 

engineering practices. Final closure of the site will be complete when all wastes have 

been removed and disposed, permitted components have been closed in accordance with 
Facility Closure Plan Pollution Management, Inc.

Byrd Water Reuse/Recycling Facility September, 2011

Judsonia, Arkansas

5

this plan and final closure certification has been submitted to ADEQ. The closure 

certification will include documentation of disposal of all wastes.

2.3 Closure Schedule

SEECO will notify ADEQ of the closure of the Byrd facility. Closure will begin 

within sixty (60) days following the notification to ADEQ. Table I is an estimated 

schedule (in work days) of the closure of the ponds assuming the storage ponds are a 

maximum capacity at the time of closure. SEECO will attempt to minimize water in the 

ponds at the time of closure, but water capacities will depend on need.

TABLE I

Byrd Water Reuse/Recycling Facility

Closure Schedule

Closure Activity/Tasks Number of Work Days 

to Complete

• Pressure wash unloading station and flush pipes 10

• Dewater settling basins 5

• Remove and dispose of solids in settling basin 10

• Remove and dispose of liners and piping in settling basin 5

• Grade settling basin area to drain 5

• Pressure wash loading stations and flush piping 10

• Remove water from ponds and dispose 80 *

• Pressure wash liner and flush piping 10

• Remove and dispose of wash water 5

• Install overflow discharge structures and drainage 

improvements 10 *

• Re-vegetate disturbed areas 8

• Miscellaneous site work 10

Estimated Total Time to Complete Closure 168

* These tasks will run concurrent with other tasks
Facility Closure Plan Pollution Management, Inc.

Byrd Water Reuse/Recycling Facility September, 2011

Judsonia, Arkansas

6

The closure of the Byrd facility will require approximately 170 working days 

assuming maximum water volume at the time of closure. The majority of time is 

consumed in water disposal. Water disposal at the time of closure may require more or

less days depending on disposal methods at that time. The estimated time for water 

disposal is based on deep well injection methods at approved injection well sites.
FIGURES

DRAWINGS

APPENDIX A

Engineer’s Opinion of Closure Costs
SWEC-6397 Page 1 of 2

SEECO, Inc. - Byrd Water Reuse Facility

Prepared by Wm. Doug Ford

ITEM UNIT QUANTITY UNIT COST EXTENSION SOURCE/COMMENTS

Two (2) Ponds

1 Mobilization LS 1 $7,000.00 $7,000.00

2

LS 1 $10,000.00 $10,000.00 Power wash crew and jet/vac truck to clean pipeline

3 CY 1,240 $18.00 $22,320.00

4 Dispose of settling basin solids/liners (tipping fee) Ton 1,845 $35.00 $64,575.00

5 Remove and haul settling basin liners to landfill LS 2 $3,000.00 $6,000.00

6

LS 1 $5,000.00 $5,000.00

7 Regrade settling basin area to drain holding ponds CY 4,000 $7.00 $28,000.00

8 Dewater and haul to disposal Bbl 500,000 $2.70 $1,350,000.00

9 Bbl 500,000 $2.45 $1,225,000.00

10 LS 1 $40,000.00 $40,000.00

11 Pressure washer liner, dispose of water (deep well) LS 1 $11,000.00 $11,000.00

12

LS 2 $8,000.00 $16,000.00

13

LS 2 $25,000 $50,000.00 Refer to site plan

September 8, 2011

Settling basins - Dewater/dry, remove and haul 

(Class I Landfill)

Blend with lime kiln dust and haul to landfill; 73 truck loads @ $300.00 per load = 

$18.00/cy

Unloading station - power wash, flush piping to 

basins, and abandon in place

Remove and dispose of piping and valves - 

(settling basins)

620 cy soilds/basin @ 110 pcf mixed with LKD to solidify

Remove liner, haul & dispose

Excavate/remove/backfill; haul to landfill - pipe and debris

Grade embankments and grade area to drain

Remove sediment from ponds and dispose

ENGINEER'S OPINION OF CLOSURE COSTS

Estimate 1000 tons of sediment & LKD disposal and hauling @ $40.00 per ton

5 days for crew @ $2,200/dy; assume 1200 bbl water

Assume $90/hr/truck, 3hr/truck/100bbl per truck ; does not account for rainfall 

accumulation

3rd Party Disposal (water treatment) 

Loading stations - pressure wash and flush 

pipelines, and abandon in place

Pipelines/drains - remove & dispose/abandon in 

place
SWEC-6397 Page 2 of 2

ITEM UNIT QUANTITY UNIT COST EXTENSION SOURCE/COMMENTS

14 LS 2 $10,000 $20,000.00

15 Acre 4 $3,000 $12,000.00 Seed, fertilize, mulch disturbed areas

16 Demobilization LS 1 $5,000 $5,000.00

$2,871,895.00

$287,189.50

SUBTOTAL $3,159,084.50

TOTAL $3,159,084.50

CONTINGENCY & FEES (~10%)

CONSTRUCTION SUBTOTAL

Install discharge pipe/construct stabilized channel Assume 18" overflow discharge pipe and tail channel stabilization and new 

channel

Revegetate
From: Hogan, Stephen

To: Deardoff, Amy

Subject: FW: Southwestern Energy Byrd Water Reuse/Recycle Facility-No Discharge

Date: Thursday, December 15, 2011 9:58:16 AM

Attachments: FACILITY CLOSURE PLAN - September 2011.pdf

Waste Management Plan - September 2011.pdf

Amy,

Please add this to Zylab and the Web. We are still waiting for their letter from ADH.

Thanks,

Stephen Hogan

(501) 682-0651

From: Doug Ford [mailto:DFord@pmico.com] 

Sent: Wednesday, December 14, 2011 4:02 PM

To: Hogan, Stephen

Subject: FW: Southwestern Energy Byrd Water Reuse/Recycle Facitlity-No Discharge

Stephen:

Attached are the stamped plans that you require for the referenced permit. Please let me know if

you do not find the letter from the ADEQ.

Respectfully,

William Doug Ford, P.E.

Pollution Management, Inc.

3512 South Shackleford

Little Rock, AR 72205

Office: 501-221-7122

Fax: 501-221-7775

Cell: 501-837-5610

This message is intended for use by the person to whom it is expressly addressed and may

contain information that is confidential and legally privileged. If you are the intended recipient,

you are hereby notified that any use, reliance on, reference to, review, disclosure or copying of

this message and the information it contains for any purpose is prohibited. Opinions,

conclusions and other information in this message that do not relate to the official business of

Pollution Management, Inc. shall be understood as neither given nor endorsed by PMI.

From: Terri Hunt 

Sent: Wednesday, December 14, 2011 1:15 PM

To: Doug Ford

Subject:
Terri Lynn Hunt

Technical Writer

POLLUTION MANAGEMENT, INC.

3512 S. Shackleford Road

Little Rock, AR  72205

Office:  501-221-7122

Direct:  501-687-1708

Fax:  501-221-7775

Email: thunt@pmico.com

This message is intended for use by the person to whom it is expressly addressed and may

contain information that is confidential and legally privileged. If you are the intended

recipient, you are hereby notified that any use, reliance on, reference to, review, disclosure

or copying of this message and the information it contains for any purpose is prohibited.

Opinions, conclusions and other information in this message that do not relate to the official

business of Pollution Management, Inc. shall be understood as neither given nor endorsed

by PMI.