## 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

- 6397TABLE OF CONTENTS

1.0 INTRODUCTION

................................ ................................ ................................ .................. 1

2.0 BYRD FACILITY DESIGN

................................ ................................ ................................ ... 1

3.0 WATE R SOURCES

................................ ................................ ................................ ............... 2

4.0 STORAGE FACILITIES

................................ ................................ ................................ ........ 3

5.0 WATER TRANSPORT

................................ ................................ ................................ .......... 4

6.0 SITE WASTE MANAGEMENT PLAN

................................ ................................ ................ 4

6.1 S ITE W ASTE M ANAGEMENT P ROCEEDURES

................................ ................................ ...... 5

6.2 S OLIDS V OLUME C ALCULATIONS

................................ ................................ ...................... 6

6. 3 S ITE L OCATION

................................ ................................ ................................ ................. 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 TitleWaste 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 l ocated at 4301 Highway 157 N, north

of Jud sonia

, White County, Arkansas , Section 1 , T

- 9

- N, R

- 7

- W & Section 5, T

- 9N, R

- 6

- W
, approximate lat itude 35° 26 ’ 23 ” and longitude 9 1 ° 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 fac ility 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 re use 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 handli ng
of the sol ids 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 t he two large synthetic line d sto rage 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 facili ty will have a water loading station to allow water to be removed from the facility forWaste 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 wate r 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

N atural gas drilling operations in shale formations may encounter shallow groundwater.

This water is recovered d uring 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 reus ed 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 a s 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 bl end 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 fractu ring 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 wat er/frac water ponds at the Byrd facility in service, it is anticipated that approximately 1

, 4 00,000 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 t wo ( 2 ) earth embankment ponds lined with a 40 mil High Density Polyethylene ( H DPE) 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 24 5 ,000

Flowback Water 28 0,000

Produced Water 875 ,000Waste 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 th e 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 2 5 0 ,000 Freeboard and Operational Controls Storage Pond 2 25 0

, 0 00

Existing Freshwater Pond 277,000 Spillway to Existing CreekWaste Management Plan Pollution Management, Inc. SEECO September, 2011 Byrd Water Reuse/Recycling Facility Judsonia, Arkansas

5 6

. 1 S ITE W ASTE M ANAGEMENT P ROCEEDURES

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

elevatio ns 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

surfa ce 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 o perated 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 go al 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.

Th e 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

t he 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

6 6

.2 S OLIDS V OLUME C ALCULATIONS

The current data available indicates that the average solids content of a 1 20

- 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 solid s content was assumed to be similar. Each pond is expected to receive approximately 7 00,000 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 cu bic 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 lan dfill facility.

6

.3 S ITE L OCATION

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 i n the vicinity of theWaste 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 t he 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 pro perty. The surrounding properties consist of open pasture and residential areas.

## FIGURES

## DRAWINGS

## APPENDIX A

Property Title

## SEECO, INC.

B YRD 

## W ATER 

## R EUSE 

## /R ECYCLING 

## F ACILITY


## J UDSONIA 

## , A RKANSAS



## 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

- 6397TABLE OF CONTENTS

1.0 SITE INFORMATION

................................ ................................ ................................ ........ 1

2.0 CLOSURE PLAN

................................ ................................ ................................ ................ 2

2.1 Byrd Facilit y 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 CostsFacility Closure Plan Pollution Management, Inc. Byrd W ater 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 s ite 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 wil l be as shown on Drawing Number 1

. The Byrd facility will consist of two (2) 2 5 0,000 barrel (Pond s 1 and 2 ) produced water pond s. The P ond s will receive water from gas well drilling and hydraulic fracturing sources. The Byrd facility will have the ability to t r a n s f e r w a t e r 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 Cl osure P lan 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 cl ose 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 properlyFacility Closure Plan Pollution Management, Inc. Byrd W ater Reuse/Recycling Facility September, 2011 Judsonia, Arkansas

2 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 assuran ce 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 ma ximum 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 cl osure 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 W ater Reuse/Recycling Facility September, 2011 Judsonia, Arkansas

3 5. Miscellaneous site work and repairs

.

The cost estimate and financial assurance documents will be updated annually by September 15 th based on the proposed operation and capacity of the Byrd facility through October 1 st of the following year. The Engineer’s Opinion of Closure Costs is prese nted 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 contin uous 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 po nds 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 W ater Reuse/Recycling Facility September, 2011 Judsonia, Arkansas

4 **•** 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 P ond s 1 and 2 ;

**•** Remo ve and dispose of residual solids in the storage P ond s 1 and 2 ;

**•** Clean P ond s 1 and 2 liner s , 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 contro l 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 slo pes will be closed with a maximum slope of 3 feet

horizontal to one f oot 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 withFacility Closure Plan Pollution Management, Inc. Byrd W ater Reuse/Recycling Facility September, 2011 Judsonia, Arkansas

5 this plan and final closure cer tification 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 1 0

**•** Remove and dispose of wash water 5

**•** Install overflow discharge structures and drainage improvements 10 *

**•** Re

- vegetate disturbed areas 8

**•** Miscellaneous site work 1 0 Estimated Total Time to Complete Closure 168
* These tasks will run concurrent with other tasksFacility Closure Plan Pollution Management, Inc. Byrd W ater 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 o r less days depending on disposal methods at that time. The estimated time for water disposal is based o n deep well injection methods at approved injection well sites

.

## FIGURES

## DRAWINGS

## APPENDIX A

Engineer’s Opinion of Closure CostsSWEC-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 placeSWEC-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

RevegetateFrom: 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.