TWO STAR ENERGY (PRIVATE) LTD. - nepra.org.pk Application/2017... · TWO STAR ENERGY (PRIVATE) LTD....

TWO STAR ENERGY (PRIVATE) LTD.~

TSEFQHO/PROJ/NEPRA/01 Dated: February 17,2017

The RegistrarNational Electric Power Regulatory AuthorityNEPRA Tower, Attaturk Avenue (East)Sector G-5/ IIslamabad

Subject: Application for a new Generation License of Mis Two Star Energy (.private) Limited

Dear Sir

I, Mr. Muhammad Mudassir Iqbal, Head - Energy Business being the authorized representative of M/S .TwoStar Energy (Private) Limited by virtue of Board Resolution dated 26 December 2016, hereby apply toNational Electric Power Regulatory Authority for grant of Generation license to the MjS Two Star Energy(Private) Limited pursuant to section (3) of the Regulation of Generation, Transmission and Distribution ofElectric Power Act, 1997,

I certify that the documents-in-support attached with this application are prepared and submitted inconformity with the provision of the National Electric Power Regulatory Authority Licensing (Application andModification Procedure) Regulations, 1999, and undertake to abide by the terms and provisions of the above-said regulations. I further undertake and confirm that the information provided in the attached documents-in-support is true and correct to the best of my knowledge and belief.

A Bank Draft No 03170652 in the sum of Rupees PKR 292,896/- (Pak Rupees Two Hundred Ninety TwoThousand Eight Hundred and Ninety Six Only), being the non-refundable license application fee calculated inaccordance with the schedule" II to the National Electric Power Regulatory Authority Licensing (Applicationand Modification Procedure J Regulations, 1999, is also attached herewith. 1<-

We have attached below documents in this regard along with this application:

1. Schedule I2. Specification of additional units3. Schedule II4. Demand draft No. 03170652 of PKR 292,896/- (Pak Rupees Pak Rupees Two Hundred Ninety Two

Thousand Eight Hundred and Ninety Six Only) favoring National Electric Power Regulatory Authoritybeing Application fee for 49.8MW ofTwo Star Energy (Private) Limited

5. Copy of Letter Of Intent6. Letter for Environmental and Social Soundness Assessment ("ES$A") Report to Director General,

EPA, Punjab7. Personal Net worth's of the Directors8. Certificate .of Incorporation and Memorandum and articles of association9. Curriculum vitae of senior management, technical and professional staff, .

"10. Grid. Interconnectiv!ty study report11. Feasibility Report12. Information of Sub-contractors13.14.15.16.17.18.

ProspectusInfrastructureProject commencement and completion. scheduleSafety PlanEmergency PlanTraining and Development Plan

City Towers, 9th Floor, 6-K, Main Boulevard, Gulberg-Il, Lahore-54660 (Pakistan) Tel: (92-42) 35770001-3, 111-130-130" Fax: (92-42) 35770015 E-mail: [email protected]

Two Star Industries (Pvt) Ltd. Kamalia, Distt Toba Tek Singh.

TWO STAR ENERGY (PRIVATE) LTD.

We shall be pleased to provide any further information you may require.

We request an early action in this matter.

Thanking You.For Two Star Energy [Privatej Limited

City Towers, 9th Floor, 6-K, Main Boulevard, Gulberg-Il, Lahore-54660 (Pakistan) Tel: (92.42) 35770001-3, 111-130-130" Fax: (92-42) 35770015 E-mail: [email protected]

",Two Star Industries (Pvt) Ltd. Karnalia, Distt Toba Tek Singh.

TWO STAR ENERGY (PRIVATE) LTD.

CERTIFIED TRUE COpy OF ·RESOLUTION OF THE BOARD OF DIRECTORS PASSED IN THE BOARD Of

DIRECTORS' MEETING HELD ON 26 DECEMBER 2016 AT 11:30 A.M. AT ITS REGISTERED OFFICE CITY

rOWERS, 9th flOOR, 6-K, MAIN BOULEVARD, GULBERG II, LAHORE

"RESOLVED THAT the company ("Two Star Energy (Private}limited") intends to install an approximately. . .

49.8 MW high pressure bagasse based cogeneration power project at Joba-Chichawatni road, Tehsil. .

Kamalia, District Toba Tek Singh, Punjab.

FURTHER RESOLVED THAT Mr. Makhdum Ornar Shehryar (Director), Mr. Mian Muhammad Shakeel

Umer (Director) and Mr. Muhammad Mudassir Iqbal (Head - Energy Business) of the company! be and

are hereby authorized and empowered on behalf of the company to deal with the Alternative Energy

Development Board ("AEDS"), National Electric Power Regulatory Authority ("NEPRA"), Central Power

Purchasing Agency (G) Limited ("CPPA-G") and Faisalabad Electric Supply Company ("FESCO") in

connection with issuance of letter of intent, generation license, tariff and all related matters to sign and

execute all the documents, and do and take all necessary acts, which may be required by AEDB, NEPRA,

CPPA-G and FESCOfrom time to time and to do all other incidental and ancillary acts, things and deeds.

FURTHER RESOLVED THAT a copy of this resolution be provided to the AEDB, NEPRA, CPPA-G and FESCO

with the seal/stamp duly affixed thereon for their information and record".

Mian Muhammad Shakeel UmerDirector

City Towers, 9th Floor, 6-K, Main Boulevard, Gulberg-Il, Lahore"54660 (Pakistan) Tel: (92-42) 35770001-3, 111-130-130Fax: (92-42) 35770015 E-m~il: [email protected]

Two Star Energy (Pvt) Ltd. Karnalia, DisH Toba Tek Singh.

A024430

SECURITIES AND EXCHANGE COMMISSION OF PAKISTANSEep

COMP ANY REGISTRATION OFFICE, LAHORE"

CERTIFICATE OF INCORPORATION

section 16(5) of the Companies Ordinance, 2016 (VI of2016)]

Corporate Universal Identification No. 0104212

TWO, STAR ENERGY (PRIVATE);

is this day incorporated under the Companies Ordinance, 2016 (VI of

16:)and that the company is Limited by Shares.

Given under my hand at Lahore this Fourteenth day of December, Two' . '

• ---. ,.M _ 'w __ ~.-

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Page 1 of2

PARTICULARS OF DIRECTORS AND OFFICERS, INCLUDING THE CHIEF EXECUTIVE, MANAGING AGENT,SECRETARY, CHIEF ACOOUNTANT, AUDITORS AND LEGAL ADVISERS, OR OF ANY CHANGE THEREIN

THE COMPANIES ORDINANCE, 2016

[SECTION 197]

2. Name of Companyc==================~ __[TWO""STAR ENERGY (PVT.) LIMITED

'I, Incorporation Number

[300,0 ~ Name and Branch of Bank

lcredlt Card

3, Fee Paid (Rs,)

4. Receipt No. [E-20'16-527324 .J Dato (DDIMMiYYfYJ

L -- ..i5. Mode of Payment (Indloate) Credit Card ___I

6, Particulars':

6.1. Now Appointment/Election

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Rukanuddln Lahore

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f,..lan.o'.mm.d

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Umer Karachi, SouthKarachi

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SinceRukanuddln Yar Khan, District Pakistan Incorporation.

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(COMPANY LIMITED BY SHARES)

MEMORANDUM

OF

ASSOCIATION

OF

Two Star Energy (Private) Limited

Page 1 of 4

rThe Companies Ordinance, 2016

(Company Limited by Shares)Memorandum of Association of

Two Star Energy (Private) limited

1. The name of the company is Two Star Energy {Private} limited.

2. The registered office of the Company will be situated in the Province of Punjab.

3. (i) The principal line of business of the company shall be to carryon all or any of thebusinesses of generating, purchasing, importing, transforming, converting, distributing,supplying, exporting and dealing in electricity and all other forms of energy andproducts or services associated therewith and of promoting the conservation andefficient use of electricity and to perform all other acts which are necessary or incidentalto the business of electricity generation, transmission, distribution and supply, subjectto permission of concerned authorities; and to locate, establish, construct, equip,operate, use, manage and maintain thermal power plants, coal fired power plants, hydalpower plants, wind mills, power grid station, grid stations, cables, overhead lines, sub-stations, switching stations, tunnels, cable bridges, link boxes, heat pumps, plant andequipment for combined heat and power schemes, offices, computer centres, shopsand necessary devices, showrooms, depots, factories, workshops, plants and to providetransforming, switching, conversion and transmission facilities, subject to permission ofrelevant authorities. .

[li) Except for the businesses mentioned in sub-clause (iii) hereunder, the company shallengage in all the lawful businesses and shall be authorized to take all necessary stepsand actions in connection therewith and ancillary thereto.

(iii) Notwlthstandlng anything contained in the foregoing sub-clauses of this clause nothingcontained herein shall be construed as empowering the Company to undertake orindulge, directly or indirectly in the business of a Banking Company, Non-bankingFinance Company (Mutual Fund, Leasing, Investment Company, Investment Advisor,Real Estate Investment Trust management company, Housing Finance Company,Venture Capital Company, Discounting Services, Microfinance or Microcredit business],Insurance Business, Modaraba management company, Stock Brokerage business, forex,real estate business, managing agency, business of providing the services of securityguards or any other business restricted under any law for the time being in force or asmay be specified by the Commission.

{iv} It is hereby undertaken that the company shall not:

a) engage in any of the business mentioned in sub-clause (iii) above or any unlawfuloperation;

Page 2of4

b) launch multi-level marketing (MLM), Pyramid and Ponzl Schemes, or other relatedactivities/businesses or any lottery business;

c) engage in any of the permissible business unless the requisite approval, permission,consent or licence is obtained from competent authority as may be required underany law for the time belng.ln force.

5.

4. The liability ofthe members Is limited.

Page 3 of 4

We, the several persons whose names and addresses are subscribed below, are desirous of beingformed into a company, in pursuance of this memorandum of association, and we respectively agree totake the number of shares in the capital of the company as set opposite our respective names:

Father's/HusNationality Number of

Name and Surname with any Occupati Residential Address ( shares taken Signaturband Name (

in Full in Full)former on in Full) by each sub- es

Nationality scriber

House # B-6/II, Main

1. Mr. Mian Mohammad Mr. Mohammad Gazri BoulevardShakeel Umer Pakistani Business Phase -4,DHAUmer

CNIC # 42301-5778018-5 Karachi, South

Karachi

Mr.Mianwall Qureshian,

12,500 (TwelvePost Office Rahim Yar

Makhdum Pakistani 8usiness thousand fiveRukanuddln

Khan, District RahimHundred only)

Yar Khan

~Total Number of 50,000 ( Fifty

thousand OnlyShares Taken )

2. Mr. Mohammad Umer PakistaniCNIC # 42301-7625508-1

Mr. KhurramSalim

3. Mr. Makhdum OmarShehryar

CNIC # 42301-9725732-7

Pakistani

Mr.Makhdum

Rukanuddin

4. Mrs. Riffat Zamani

CNIC # 31303-7349097-2

Witness to above signatures:

House It 8-8, Main

Gazrl BoulevardBusiness Phase -4,DHA

Karachi, SouthKarachi

thousand five

Hundred only)

House # 08, Shami

Business Road, Lahore Cantt,

lahore

12,500 (Twelve

thousand fiveHundred only)

Name: National Institutional Facilitation Technologies (Private) limitedAddress: s" Floor, AWT Plaza, I. I. Chungrigar Road, Karachi

Page 4 of 4

J


(COMPANY LIMITED BY SHARES)

Articles of Association

of


IIPage

THE COMPANIES ORD1NANCE, 2016

(Private Company Limited by Shares)

ARTICLES OF ASSOCIATION

OF


PRIVATE COMPANY

1. The Regulations contained in Table 'A' to the First Schedule to the wvr.:o.'j..Il;JII"

Ordinance, 2016 (the "Ordinance") shall be the regulations of ..:....:..:=-=iFl~=

(Private) Limited (the "Company") so far as these are applicablecompany.

2. The Company is a "Private Company" within the meaning of Section 2(1)(49)Ordinance and accordingly:

(1) No invitation shall be made to the public to subscribe for the shares ordebentures of the Company.

(2) The number of the members of the Company (exclusive of persons in theemployment of the Company), shall be limited to fifty, provided that forthe purpose of this provision, where two or more persons hold one or moreshares in the company jointly, they shall be treated as single member; and

(3) The right to transfer shares of the Company is restricted in the manner andto the extent herein appearing.

TRANSFER OF SHARES

3. A member desirous to transfer any of his shares shall first offer such shares for sale orgift to the existing members and in case of their refusal to accept the offer, suchshares may be transferred to any other person, as proposed by the transferor member,with the approval of the Board of Directors.

DIRECTORS

4. The number of directors shall not be less than two or a higher number as fixed underthe provisions of the Ordinance. The following persons shall be the first directors ofthe Company and shall hold the office upto the date of First Annual General Meeting:

1. Mr. Mian Mohammad Shakeel Umer2. .Mr. Mohammad Umer3. Mr. Makhdum Orner Shehryar4. Mrs. Riffat Zamani

21Page

''I!

We, the several persons whose names and addresses are subscribed, are desirous of being formed into acompany, in pursuance of these articles of association, and we respectively agree to take the number ofshares in the capital of the com_panyset opposite our respective names.

Father's/Husb Nationality Number ofName and Surname and Name ( with any Occupati Residential Address ( shares taken by Signatur

in Full former on in Full ) each sub- esin Full) Nationali scriber

1. 1\;1.1'. Mian Mohammad House # B-6/II, Main

Shakeel Umer Mr. Mohammad Gazri BoulevardUmer Pakistani Business Phase -4,DHA

CNIC if. 42301-5778018-5 Karachi, SouthKarachi

2. Mr. Mohammad UrnerBusiness

House # B-8, MainGazri BoulevardPhase -4,DHAKarachi, SouthKarachi

CNIC # 42301-7625508-1Mr. Khurram

Salim Pakistani

3.. Mr. Makhdum OmarShehryar

CNTC # 42301-9725732-7Business

House # 08, ShamiRoad, Lahore Cantt,Lahore

Mr.Makhdum :

RukanuddinPakistani

4. Mrs. Riffat ZamaniBusiness

Mianwali Qureshian,Post Office RahimYar Khan, DistrictRahim Yar Khan

CN1C # 31303-7349097-2

Mr.Makhdum

RukanuddinPakistani

Total Number ofShares Taken

Witness to above signatures:

Name: National Institutional Facilitation Technologies (Private) LimitedAddress: s" Floor, AWT Plaza, I. I. Chungrigar Road, Karachi

12,500(Twelvethousand fiveHundred only)

12,500(Twelvethousand fiveHundred only)

12,500(Twelvethousand JiveHundred only)

50,000 (Fiftythousand Only)

31Pagc

Generation LicenseTWO STAR ENERGY (PRIVATE) LIMITED

City towers, 9th floor6-k, main boulevard

Gulberg ll, Lahore

Schedule-l

The Location, Size (capacity in MW), Type of Technology, Interconnection Arrangements, Technical

Limits, Technical/Functional Specifications and other details specific to the Generation Facilities of the

Licensee are described in this Schedule.

Page 1 of 9 Schedule-I

Generation licenseTwo Star Energy (PRIVATE) LIMITED

CITY TOWERS, 9th FLOOR6-K, MAIN BOULEVARD

GULBERG II, LAHORE


Generation LicenseTwo Star Energy (PRIVATE) LIMITED


GULBERG II, LAHORE

Plant LocationPlant Location

• The proposed project is located on Toba - Chichawatni road, Tehsil Kamalia of District TobaTek Singh Road.

• The project is located 2451<M from Lahore and 45 KM off from tahore-Multan road.• Geographical/GPS Coordinates of the location are 30.758709N, n.579567E.

Page 3 of 9 Schedule-l

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Ge.neratiQn ucenseTwo Star Energy (PRIVATE) LIMITED

CITY TOWERS, 91h FLOOR6-K, MAIN BOULEVARD

GULBERG II. LAHORE

Plant Details

General Information

1 Name of Applicant Two Star Energy (Private) limited2 Registered/Business Office City Towers, 9th Floor 6-K, Main Boulevard, Gulberg II, Lahore

3Plant location

Toba - Chichawatni road, Tehsil Kamalia of District TobaTek Singh, Punjab

4 Type of Generation Facility Bagasse Fired Thermal Power Station

Plant Configuration

1 Plant Size Installed Capacity49.8 MW

(Gross ISO)2 Type of Technology Steam Turbine

3 Number of Units/Size (MW)Unit 01 Unit 0224.9 MW 24.9 MW

4 Unit Make & Model HTC, SKODA, SIEMENS etc. HTC, SKODA, SIEMENS etc."

5Commissioning/Commercial

September, 2~18 September, 2018Operation DateExpected life of the Units of ,.

6 Facility from Commercial 30 years 30 yearsOperation/Commissioning Date

7Expected Remaining useful life of

30 years 30 yearsthe Units of the Facility




GULBERG II, LAHORE

Fuel/Raw Material Details

1 Primary Fuel Bagasse2 Alternate Fuel Furnace Oil (FO)3 Fuel Source (Imported/Indigenous) Primary Fuel Alternate Fuel

Indigenous Imported/Indigenous4 Fuel Supplier Primary Fuel Alternate Fuel

TSEPL Shell Pakistan Ltd/PSO5 Supply Arrangement Primary Fuel Alternate Fuel

Through Conveyor Belts / Through 011 TankersLoading Trucks / Tractor /Trolleys etc.

6 Sugarcane Crushing Capacity 14000 Tons/Day7' Bagasse Generation Capacity 4550 Tons/Day8 Bagasse Storage Capacity 150,000 Tons Bagasse9 No. Of Storage Tanks Bagasse FO

Bulk Storage 210 Storage Capacity of Each Tank (Tons) Bagasse FO

Bulk Storage Tank-I I Tank-2500 1125

11 Gross Storage {Tons} Bagasse FO'Bulk Storage 625

Emission Values

1 SOx Bagasse FO0% To be provided later

2 NOx Bagasse FO2'" 5 % To be provided later

3 CO2 Bagasse FO12 % ~ 13 % To be provided later

4 CO Bagasse FO2%"'3% To be provided later

5 PMlO Bagasse FONil To be provided later "I



GUL.BERG II, LAHORE

Cooling System

Cooling Water Source/CycleCondensate water of Ground Water Turbine installed atplant site / Closed Loop

::.....

Plant Characteristics

Unit 11 Generation Voltage 11 KV2 Frequency 50 Hz3 Power Factor 0.8 Lagging - 0.9 Leading4 Automatic Generation

YesControl(AGC)5 Ramping Rate 4 KW /Sec6 Time required to synchronizing 5 Hrs. for cold start /30 seconds for synchronizing to Grid

to Grid and Loading the Complexto full load.

Unit 21 Generation Voltage 11 KV2 Frequency 50 Hz3 Power Factor 0.8 Lagging - 0.9 Leading4 Automatic Generation

YesControl(AGC)

5 Ramping Rate 4 KW / Sec6 Time required to synchronizing .' 5 Hrs. for cold start / 30 seconds for synchronizing to Grid

to Grid and Loading the Complexto full load.




Gulberg II, Lahore

SCHEDULE II

The Installed/ISO Capacity (MW), De-Rated Capacity at Mean Site Conditions (MW), Auxiliary

Consumption (MW) and the Net Capacity at Mean Site Conditions (MW) of the Generation Facilities of

Licensee is given in this Schedule.

Page 1 of 2 of Schedule II

Generation LicenseTwo Star Energy (PRIVATE.) LIMITED

CITY TOWERS, 9t1• FLOOR6-1<, MAIN BOULEVARD

GULBERG II, LAHORE

SCHEDULE-II

Proposed net installed capacity (MW) and expected annual energy output (MW)

SR. NO Season • Off-Season

1 Installed Capacity Gross 49.80MW 49.80MW

2 Expected energy output 49.80MW 49.80MW

3 Auxiliary Consumption 4.80MW 4.0MW

4 Sale to TSIPL 12.0MW O.SMW

5 Sale to grid 33.0MW 4S.3MW

I Note IAll the above figures are indicative as provided by the license. The Net Capacity available to FESCOfordispatch will be determined through procedure(s) contained in the Bi-Iateral Agreement{s), Grid code orany other applicable document{s). r

Page 2 of 2 of Schedule II



Gulberg II, Lahore

Prospectus

BRIEF INTRODUCTION OF THE APPLICANT

Two Star Energy (Private) Limited (JITSEPL"),a limited company is setting up a new power project of 49.8MW bagasse fired cogeneration power plant with latest high pressure technology of minimum 60 barsunder the Framework for Power Cogeneration 2013 for Bagasse / Biomass to include bagasse/biomassunder the ambit of the Renewable Energy Policy, 2006. The vision behind establishing TSEPL is to createa strong, well-capitalized power generation company which will design, develop and operate a powerproject operating at highest international standards in an economic and environmental friendly mannerwithin shortest possible time.

TSEPL is an associated concern of Two Star Industries (Private) Limited which is a limited companylocated at Tehsil Kamalia of district Toba Tek which owns and operates 14,000 TeO sugar mill with12MW low pressure bagasse based power house which it uses to meets its internal requirements.

SALIENT FEATURES OF THE FACILITY FOR WHICH LICENSE IS SOUGHT

The Facility shall employ 2 X 24.9 MW Steam Turbo Generator (STG) for power generation which shall bedispatched to the National Grid through existing 132 KV networks. Electricity from this Facility shall beconnected to National Grid [Karnalia grid station) by 132kV double circuit from the proposed Two StarPower Plant through Lynx conductor.

1 Plant locationToba - Chichawatni road, Tehsil Kamalia, District Toba TekSingh, Punjab

2 Plant Capacity 49.8MW (Gross) - 45.8MW (Net)

2 Technology Conventional steam power cycle

3 Installed capacity 49,800 KW

Plant detail4 i. Steam Turbo generators 2 X 24.9 MW Steam Turbo Generator (STG)

ii. Boiler 2X160 TPH, minimum 60kg/cm2, 48S+oC bagasse fired boiler

The company shall opt for the upfront tariff for New Bagasse Based Co-Generation projects determinedby NEPRA in May 2013 under the Framework for Power Cogeneration 2013 for Bagasse / Biomass toinclude bagasse/biomass under the ambit of the Renewable Energy Pollcy, 2006.

~

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A ce~,'q,h I....<:..t.c"'''',.,r"#·

Generat[Qo. LicenseTWO STAR ENERGY (PRIVATE.) LIMITED


Gulberg II, LahorePROPOSED INVESTMENT

The proposed investment is expected to be approximately PKR7,120 Million and shall be made througha mixture of Debt (80%) and Equity (20%). Bank AI Habib Limited has shown interest for Funding for theproject and the Financial Close is expected in July, 2017.

SOCIAL AND ENVIRONMENTAL IMPACT OF THE PROPOSED FACILITY

Bagasse is a by-product produced during the sugar manufacturing process and is an environmentalfriendly biomass fuel and helps reduce emission of Green House Gasses. Governments across the Globeincluding Pakistan and neighboring India have incentivized biomass based generation to reduce theeffects of Global Warming and to promote the use of indigenous energy sources for electricitygeneration.

Bagasse based co-generation like TSEPL provides the following benefits:

• Import substitution by replacing costly furnace oil, saving precious foreign exchange. It isestimated that approximately 2,OOOMW N 3,000MW can be generated by sugar mills located invarious parts of the country.

• Contributing towards reducing the electricity shortfall during the low generation months assugar mills operate in the winter months i.e. non-gas and non-hydel months

• Environment friendly nature of the fuel, helps in reducing Green House Gases and CarbonFootprints

• Bagasse based cogeneration units offered by sugar mills can be set up in around two yearsagainst the normal period of approximately 5 years for an IPP. The fast track implementation ishighly beneficial at a time when the country faces severe energy shortage.

• Reducing distribution costs. Sugar Mills are located in rural areas (away from traditional loadcenters) and are vastly spread and, therefore, are ideal vehicles for cheap distribution of powerto rural areas and non-traditional load centers.

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Gulberg II, Lahore

CV's of key personnel

• Makhdum Omar Shehryar (liMOS"): After graduating from Stern Business School, New YorkUniversity, USA, MOS started his career as a corporate / investment banker and spent over 9years in various senior capacltles in institutions like CITI Bank, UBL and Paine Webber Inc. inNew York. In 2005, MOS joined the sugar Industry by joining Etihad Sugar Mills (12,000 TonsCane per Day) as a founding sponsor and Chief Executive Officer. He was responsible for theequity arrangement, project financing, project ordering, HR management, projectImplementation and successful commencement of operations. MaS was credited withcompleting the project in the budgeted cost and in a record time frame of one year, which is anindustry record. In 2008, MOS resigned as the Chief Executive Officer of Etihad Sugar Mills todevelop RYK Mills Limited as the primary founding sponsor. Additionally, MaS is credited withputting together a management team of industry specialists who have lead to RYK Mills Limitedbecoming one to the leading players in Pakistan's sugar sector. MOS was amongst the first in theindustry to recognize the potential of selling excess electricity generated from its sugaroperations to the National Grid. In line with previous project undertaken by MaS, RYK MillsLimited was setup in a record time frame and its project cost was lower than comparableprojects in terms of technical specifications / installed capacity. In 2016, MOS acquired shares inTwo Star Industries (Pvt.) Limited and now sits on the Board of Directors of Two Star Industries(Pvt.) Limited and Two Star Energy (Private) Limited.

BRIEF PROFILE OF PROJECTTEAM:

• Muhammad Mudassir Iqbal ("MMI") - Head - Energy Business: MMI is a member of theChartered Institute of Management Accountants and brings with him C-suite and board roomexperience; having served on the Board of Directors of ten listed companies. MMI has beenassociated with the power sector since 2005. MMI heads the group Energy Business and leadRYK Mills Limited's 30MW bagasse based project and is currently working on developing RYKEnergy Limited 25MW bagasse based project, the Two Star Energy (Private) LImited's 49.8MWbagasse based project as well as JEL's JAN Solar (Pvt.) Limited's 10MWAc Solar Power Project.MMI Is credited with putting up RYK Mills 30MW project at the lowest cost and the shortesttime period of all bagasse based projects. Prior to joining the Group MMI served as CFO DesconPower Solutions; a company mandated to perform EPC for power plants of up to 50MWcapacity; and was a senior member of the Corporate Finance team at Kat Addu Power CompanyLimited

• Fazal Husain Khan ("FHK"): General Manager, Two Star Industries (Pvt.) Limited: FHK holds aDiploma of Associate Engineer in Mechanical and attended a Boiler Competency Exam Class.FHK has been associated with Two Star Industries from the beginning. FHK has performed theduties as a manager in Sugar industries, erection and commissioning has been done under hissupervision. Furthermore, he has worked on erection of 2 rollers Mills, Erection of 80 TPH Boilerand erection of process house with having an experience of 39 years in various sections related

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to Sugar Industries. FHK has been involved in the installation and O&M of more than 12MW oiland gas fired captive power plants.

• Mazhar Abbas (liMA") - MA holds a Mechanical Engineering degree from the University ofEngineering and Technology Lahore. He brings over 20 years of experience of erection andcommissioning, operations and maintenance on Captive as well as Independent Power Projects.MA currently holds the title of General Manger Power for RYK Mills limited's CogenerationBusiness. MA has held tenures as Plant Manager at Nishat Chunian, Altern Energy, JDW and RYKMills. At JDW he was responsible for the operations and maintenance of the Co-generation plantand played an integral part as a crucial member of the project team. Prior to joining the Group,his last assignment was as Plant Manager from the platform of Descon Power Solutions at RYKMills Limited.

• Aamir Aqil (AA): General Manager, Bhanero Energy limited: AA serves as the General Managerof Bhanero Energy Limited ("BEL") which owns and operates 33.7MW oil fired power plant. BELsupplies power to group entities of UGC.

• Muhammad Shakeel Akhtar (MSA): Deputy General Manager, Umer Group of Companies: MSAholds a BSc in Mechanical Engineering from the University of Engineering and Technology(J/UET"), Lahore and a MSc in Mechanical Engineering from the University of Alberta, Canada.MSA has been associated with the Umer Group of Companies for the last two decades. MSA hasbeen involved in the installation and O&M of more than 60MW oil and gas fired captive powerplants.

Page 2of2

TWO STAR ENERGY (PRIVATE) LIMITED 49.8 MW BAGASSE BASED POWER PROJECT

FEASIBILITY REPORTTWO STAR ENERGY (PRIVATE) LIMITED

49.8 MW BAGASSE BASED POWER PROJECT

TEHSIL KAMALIA, DISTRICT TOBA TEK SINGH

Page 1 of 36


Table of Contents

Project Background 52 Power Market 52.1 Structure of Power Sector in Pakistan 52.2 Electricity Generation 62.3 Demand and Supply of Electricity 72.4 Key Organizations 82.4.1 National Electric Power Regulatory Authority ("NEPRA") 82.4.2 Private Power and Infrastructure Board ("PPIB") 82.4.3 Alternative Energy Development Board ("AEDB") " 92.4.4 Central Power Purchasing Authority Guarantee Limited ("CPPA-G") 92.4.5 Faisalabad Electric Supply Company ("FESCO") 93 Applicable Framework & Policy 94 Cogeneration " 104.1 Bagasse Based Cogeneration 105 The Project. 105.1 Project Site II5.2 Interconnection II6 Plant Design , II6.1 General. II6.2 Technology 127 Project Specifications and Equipment 127.1 Bagasse Fired Boiler 127.2 Steam Turbine and Auxiliaries 147.2.1 Steam Turbine 147.2.2 Gear Box 147.2.3 Couplings 147.2.4 Condensing System 147.3 AC Generator 147.3.1 Generator Protection and Control System: 157.4 Governing System IS7.5 Lubrication and Control System 167.6 Control Oil System ,.167.7 Main Cooling Water Pumps 167.7.1 Main Cooling Water Pumps 167.7.2 Main Cooling Water Pumps 167.7.3 Auxiliary Cooling Water Pumps , 167.7.4 Cooling Tower System 167.8 Raw Water System 177.8.1 Cooling Water Makeup Pump 177.8.2 Raw Water Transfer Pumps 177.9 Compressed Air System 177.10 Bagasse Handling System 177.11 Ash Handling System 177.11.1 Submerged Ash Belt Handling System 177.11.2 Dense Phase Ash Handling System 18

Page 2 of 36


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Water Treatment System l8Firefighting System l8Stand Pipe and Hose System l8Fire Hydrant and Water Monitoring System 19Portable Fire Extinguishers: 19Automatic High Velocity Water Spray Nozzle System: 19Fire Alarm & Detection System 19Effluent Handling System 19Neutralizing Pit 19Neutralized Effluent Re-circulation cum Transfer Pumpsl9Effluent Pit 19Effluent Transfer Pump 19Service Water System 20Electric Overhead Travelling (EOT) Cranes 20Electrical Design 20Electrical Network 20Ambient Conditions for Electrical Equipment.. 21Plant Operating Voltage 21Basic Electrical Design Parameters 2l132kV Switchyard 22Steam Generator 23Isolated Phase Bus Duct. 23llkV Switchboard 246.6kV Panel. 24400 V Switchboard 24Transformers 24AC & DC UPS System 24Control Philosophy & Interfacing 25Energy Management System 25RTDs & Thermistors 25System Earthing' 25Cable Installation 26Cable Trench 26Lighting & Small Power 26Plant Communication System 26Enclosure Ratings : , 27Plant Startup 27Instrumentation and Control (I&C) 27Digital Control System (DCS) 28Fie ld Instrumentation 28Operation and Maintenance (O&M) 29Maintenance of the Plant 30Key Operating Assumptions 30Sugar Mill Operations & fuel Availability 30Plant Generation Parameters 31Project Timeline 31Project Cost 31Project Financing 32


10.6 Project Tariff... 3310.7 Project Revenue 3510.8 Projected Financial Statements 3510.9 Projected Income Statement 3510.10 Projected Balance Sheet... 3510.11 Projected Cash Flows 3611 Financial Summary 36

Page 4 of 36


1 Project Background

Two Star Industries (Private) Limited ("TSIPL") through a Special Purpose Company titledTwo Star Energy (Private) Limited ("TSEPL") intends to set up a 49.8 MW (Gross) high-pressure bagasse based co-generation power plant ("Project") under the provisions of theFramework for Power Cogeneration 2013 ("Framework") and Policy for Development ofRenewable Energy for Power Generation 2006 ("RE Policy" or "Policy"). The Project will belocated in the premises of TSIPL located at Kamalia, District Toba Tek Singh.

The Project will sell power to the national grid through sale of energy to the Central PowerPurchasing Agency Guarantee Limited ("CPPA-G") under a 30-year Energy PurchaseAgreement ("EPA") as well as partially meet the steam and power requirements of TSIPLduring the crushing season. The Project will enable TSIPL to establish a sustainable marketfor its by-product, bagasse, and will also allow the sponsors of TSIPL to take an exposure inthe power sector through incentives offered by the Government of Pakistan under theFramework and RE Policy.

The objective of this feasibility report ("Feasibility") is to assist TSEPL in assessing theviability of the Project under a given set of assumptions.

2 Power Market

2.1 Structure of Power Sector in Pakistan

Historically, the power sector in Pakistan has been owned and operated by government entities,primarily the Water and Power Development Authority ("WAPDA") until the drive tounbundle started in early 1990s. Since then the sector has evolved much with private sectorinvolvement primarily in generation and more recently on the model of a fully verticallyintegrated utility company. The generation, transmission, distribution and retail supply ofelectricity in Pakistan is presently undertaken by anum ber of public and private sector entitiescomprising of one (I) national transmission company; nine (9) regional public sector-owneddistribution companies; four (4) public sector thermal generation companies; one (1) publicsector hydropower generation company and several independent power producers (IPPs).These entities enable supply of power to the entire country except for Karachi. Themetropolitan city of Karachi and some of its surrounding areas are supplied power K-Electric,which is a vertically integrated entity owned by the private sector responsible for thegeneration, transmission and distribution of electricity in its region. The total installed capacityof the entire country in 2015 was 24,823 MW of which 16,814 MW (67.74%) was thermal,7,116 (28.67%) was hydroelectric, 787 MW (3.17%) was nuclear and 106 MW (0.43%) waswind.

Table I: Pakistan Generation Capacity

As on 30th June 2011 2012 2013 2014 2015Thermal 15910 15,969 15941 1~719 16814Hydropower 6,645 6730 6947 7,116 7116Nuclear 787 787 787 787 787Wind 0 I 50 106 106Total 23342 23,487 23725 23728 24823

All Figures In MW

Source.' NEP RA State of Industry report. 2015


More recently the CPPA, previously residing within NTDC, has been converted into a legallyseparate independent body acting as a central counterparty to power purchase transactions.The present form of the power structure in Pakistan is presented below:

Table 1: Pakistan Power Sector Structure

eentrn!"CI~lt.r.llit)IJ P(J\\l'l'

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(CPmc)

2.2 Electricity Generation

Historically, Pakistan has relied on hydropower generation to meet its electricity demands, asthe ratio of hydel to thermal installed generation capacity in the country in 1985 was about67% to 33%. However, with the passage of time, the energy mix has shifted towards thermalpower generation, which now generates approximately 65% of total power produced in thecountry. Electrical energy generated in recent years by fuel type is presented in the table below:

Table 2: Pakistan Energy Generation by Source

As on 30th June 2010-11 2011-12 2012-13 2013-14 2014-15Thermal 65,169 64,478 64,034 68,082 69,988

Yo Share 64.79 65.94 64.91 64.41 64.17

Hydel 31,990 28,643 30,033 32,230 32,979

Yo Share 31.80 28.85 30.44 30.50 30.24Nuclear 3,130 4,872 4,181 4,695 5,349Yo Share 3.11 4.91 4.24 4.44 4.90~mport 295 296 375 419 443Yo Share 0.29 0.30 0.38 0.40 0.41

Wind 0 6 32 263 300

Yo Share 0.00 0.01 0.03 0.25 0.27

Ifotal 100,584 99,295 98,655 105,698 109,059

Allfigures in GWh. Source: NEPRA State a/Industry Report. 2015

Page 6 of 36


Given the acute gas shortage in the country, the thermal generation has relied mostly on expensivefuels such as Furnace Oil and High Speed Diesel. Increased dependence on expensive thermal fuelsources has not only led to high cost of generation but has also resulted in large amounts 0 f foreignreserves to be spent on the import of fuel. The fuel wise thermal generation in the country in therecent years is given in the table below:

Table 3: Pakistan Energy Generation by Source (Thermal Fuel Mix)2010-2011 2011-12 2012-13 2013-14 2014-15

Gas 37,076 30,162 28,190 30,769 31,196% share of thermal generation 56.89 46.06 44.02 45.19 44.57FO + HSD 27,984 35,250 35,804 37,201 38,690% share of thermal generation 42.94 53.83 55.91 54.64 55.28!Coal 109 66 40 112 102

% share of thermal generation 0.17 0.10 0.06 0.16 0.15~otal 65,169 65,478 64,034 68,082 69,988

All Figures in GWh; Source: PSSINTDCIKEL

Due to this skewed energy mix, it has now become imperative upon the power sector in Pakistan tomove towards generation technologies that are sustainable and rely on indigenous resources.

2.3 Demand and Supply of Electricity

For the past decade or so, Pakistan has been suffering from an acute energy crisis due to rising demandexacerbated by structural flaws within the sector. Some of the major reasons contributing to this crisisinclude:

I. Inefficient transmission and distribution2. Increasing demand3. Inefficient use of energy4. Expensive energy mix and5. Improper pricing.

Installed capacity in the country grew at an average rate of 5.51 % during the period 1990-2015.However, this increase in capacity has been unable to meet the demand of electricity leading to ademand-supply gap, which can go as high as 6,600 MW during peak hours. In 2015, the maximumgeneration capability remained at 16,500 MW, while the maximum peak demand reached 21 ,70 I MW,resulting in a 5,20 I MW gap between supply and demand. Projection by government agencies depictthat this shortfall is not going to end till 2019. The table below shows the actual and projectedsurplus/deficit in demand during system peak hours:

Table 4: Pakistan Historical Supply and Demand of Power

Year Generation Capacity Peak Demand Surplus/Deficit

2011 15,430 21,086 -5,6562012 14,483 21,536 -7,0532013 16,846 21,605 -4,7592014 18,771 23,505 -4,734

2015 19,132 24,757 -5,625

Allfigures in MW; Source: NTDC

Page 7 of 36


Table 5: Pakistan Projected Supply and Demand of PowerYear • Planned Generation Projected peak Demand Surpl us/(Deficit)2016 20,303 25,666 -5,3632017 23,445 27,185 -3,7402018 28,751 28,678 732019 33,545 30,154 3,3912020 35,590 31,625 3,965

Source: NTDC

Shortage of electricity has become the most critical challenge not only causing social disruption butalso hitting the economic growth of the country. According to estimates, energy shortages in the countryhave resulted in approximately 2% reduction in the annual GDP of the country. Therefore, resolving theenergy crisis is amongst the top priorities of the government and steps are being taken to attract newinvestment in the power sector. Moreover, steps are being taken to optimize the generation mix and addrenewable and indigenous energy sources.

2.4 Key Organizations

2.4.1 National Electric Power Regulatory Authority ("NEPRA")

In order to promote fair competition in the industry and to protect the rights of consumers as well asproducers/sellers of electricity, the GOP enacted the Regulation of Generation, Transmission andDistribution of Electric Power Regulation Act, 1997 (,NEPRA Act"). Under this Act, the NEPRAPolicy for Power Generation Projects was established for regulating electric power generation,transmission and distribution in Pakistan. In performing its functions under this Act, NEPRA shall isrequired to, as far as practicable, protect the interests of consumers and companies providing electricpower services in accordance with guidelines laid down by the government. One of NEPRA's mostprominent roles is tariff approval for the Project.

NEPRA's role in the power business, inter alia, is to issue licenses for companies and to regulate theiroperations according to NEPRA rules and regulations. The prospective applicants will be requiredto comply with all NEPRA rules/procedures, inter alia, for grant of license before security agreementsare concluded for any project.

2.4.2 Private Power and Infrastructure Board ("PPIB")

PPIB provides a one-window facility to IPPs for implementation of projects above 50 MW capacityand issues the Letter of Interest ("LOl") and Letter of Support ("LOS") prepares pre- qual ification andbid documents, pre-qualifies the sponsors, evaluates the bids pre-qualified sponsors, assists thesponsors/project companies in seeking necessary consents I permissions from various governmentalagencies, carries out negotiations on the Implementation Agreement, assists the power purchaser, fuelsupplier, government authorities in the negotiations, execution and administration of the PPA, fuel! gasI coal supply agreement and water use license respectively, issues and administers the GOP guaranteebacking up the power purchaser, fuel supplier and follows up on implementation and monitoring ofprojects.

Page 8 of 36


2.4.3 Alternate Energy Development Board ("AEDBIt)AEDB has been designated as one-window facility for processing all alternative and renewable energy projectsin the private sector projects such as wind, biodiesel, bagasse/biomass/waste to energy, small/mini/micro hydroand solar power projects. AEDB also issues bankable IA., EPA, LOI and LOS to alternative energy producers.AEDB shall be the relevant GoP facilitation agency for the issuance of the LOI and LOS as well negotiationof the IA and provision of the GoP guarantee as applicable for the Project.

2.4.4 Central Power Purchasing Authority Guarantee Limited ("CPPA-GIt)CPPA-G, a company created by Government of Pakistan, is a non-profit independent company establishedunder the Companies Ordinance, 1984 and solely responsible for implementing and administering the "SingleBuyer Plus" market mechanism (ultimately leading to competitive market operations). CPPA purchases powerson behalf of Distribution Companies ("DISCOS") from IPPs. The Project shall be entering into negotiationswith CPPA-G for the sale of energy to the national grid and shall enter into an energy purchase agreement inthis regard.

2.4.5 Faisalabad Electric Supply Company ("FESCO")Faisalabad Electric Supply Company Limited (FESCO) is one of the nine electricity distribution companies(DISCOs) established as a result of the unbundling of the vertically integrated power wing of Pakistan Waterand Power Development Authority (WAPDA). The company was established and incorporated on March 21,1998 as a public limited company under Pakistan Companies Ordinance 1984. It was originally organized totake over the properties, assets, obligations and liabilities offormer Faisalabad Area Electricity Board (FAEB)ofWAPDA. FESCO purchases electricity from NTDC under an agreed rate as per NEPRA tariff that includesthe Power Purchase Cost. FESCO distributes and supplies electricity to about 3.28 million customers withinits territory with a population over 27.5 million and around 44,247 Sq. KM area under a Distribution Licensegranted by National Electric Power Regulatory Authority (NEPRA) pursuant to the Regulation of Generation,Transmission and Distribution of Electric Power Act, 1997 (NEPRA Act). Geographical service area ofFESCO comprises Faisalabad, Sargodha, Mianwali, Khushab, Jhang, Bhakker, T.T Singh and Chiniot.FESCO is one of the best electricity distribution company in Pakistan in terms of operational performance, asit has low degree of distribution losses and a high rate of bill collection. It's main service area is Faisalabad,known as Manchester of Pakistan for its extensive textile industries.

3 Applicable Framework & PolicyThe Project is being set up under the Framework for Power Cogeneration 2013 pursuant to the Policy fordevelopment of Renewable Energy for Power Generation 2006 being administered by the AEDB. Under theterms of the Framework and Policy, electricity purchase by the CPPA-G from bagasse-based projects has beenmade mandatory.

The conditions of the Framework/Policy envisage TSIPLITSEPL seeking a Letter of Intent ("LOI") fromAEDB for the Project. In May 2013, NEPRA has announced an upfront tariff ("Upfront Tariff") for high-pressure boiler based bagasse projects being set up under the Framework. The Upfront Tariff has subsequentlybeen extended up to May 2017; the Company shall upon completion of the applicable prerequisites apply toNEPRA for the same.

Upon receipt of the Upfront Tariff approval from NEPRA the Project Company shall seek a Letter of Support("LOS") from AEDB; following which the Company shall enter into negotiations of the EPA and IA withCPPA-G and AEDB respectively, which shall be followed to the financial close of the Project. Under the termsof the Up front Tariff (and LOS) the Company is required to achieve the commercial operations date of theProject within 24 months from date of approval of the Upfront Tariff for the Company. In parallel, theCompany shall also apply to NEPRA for the issuance of the generation license for the Project. The applicationfor the generation license shall be made following the issuance of the LOI and will be issued, amongst others,after submission of an approved grid interconnection study from MEPCO and environmental study from therelevant authority.

TWO STAR ENERGY (PRIVA TE) LIMITED 49.8 MW BAGASSE BASED POWER PROJECT

4 Cogeneration

4.1 Bagasse Based CogenerationCogeneration refers to generation of electricity and useful heat from use of a single fuel at high efficiency.Co-generation is a well-known process in sugar industry as every sugar mill requires steam for sugarmanufacturing while supply of electricity is also necessary to operate machinery. The steam provides thermalenergy which is used in heating and concentrating the juice into syrup.This process of juice concentration to syrup involves the evaporation of a lot of water in the juice and thisremoval of water is done by using low pressure steam, as the heating medium. With the large quantum of lowpressure steam usage, the sugar industry stands as an ideal candidate for Cogeneration. Historically, mostsugar mill boilers and the power houses were designed primarily to meet the process steam and electricityrequirements of the sugar mill. Therefore, the boilers and turbo-generators employed are mostly of lowpressure and low temperature style.There has been, of late, increasing awareness of the advantages of installation of high pressure, high efficiencybagasse based systems. With installation of high pressure boilers, electricity over and above internal use canalso be produced and sold to national grid, if allowed. Exports of electricity can make cogeneration anattractive and cost-efficient means of cutting production costs, reducing pollution and generating additionalrevenues depending on the ratio between the price of electricity secured and production cost of electricitygenerated in the sugar industry.

5 The Project

The 49.8 MW Co-generation Project envisages a 2+2 configuration power plant comprising of two (02) highpressure (110 bar) boilers having a steam capacity 155 tons per hour, with two (02) 24.9 MWcondensing/extraction stearn turbine generators and balance of plant ("Plant"). During the sugarcane crushingseason, TSIPL shall meet part of its energy (both steam and power) requirements from its own legacy LowPressure system. TSEPL shall supply the balance energy (both steam and power) required by TSIPL throughits High Pressure system. In the off-season, leftover bagasse shall be utilized to power the High Pressuresystem for sale of electricity to the Grid. (Note: Only power generated from the HP system may be sold toCPPA-G).

Detailed workings regarding the fuel availability and generation mix are provided in the following sections.

Page 10 of 36

/


5.1 Project Site

The Project Site will be located on Toba-Chichawatni road, Tehsil Kamalia of District Toba Tek SinghRoad (Coordinates: 30.758709°N, n.579567°E).

A map of the Project site is given below:

5.2 Interconnection

Karnalia 132kY grid station of FESCO is at a distance of 7 km from the Project site. A detailed gridinterconnection study has been carried out and approved by FESCO.

6 Plant Design

6.1 General

The Project Facility shall be based on the Rankine cycle as is typical of biomass cogeneration facilities.

The boilers will consist of tall water furnace with platen generators located at the top of the furnace withmulti-stage super heaters, economizers and air heaters,


The steam cycle consists of high pressure feed water heater and deaerator for each unit. The high pressurefeed water heater takes steam from uncontrolled extraction of the steam turbine whereas steam for thedeaerator is obtained through controlled extraction

The Facility has two modes of operation defined by steam needs of TSIPL. During the crushing season,TSIPL needs steam and electricity to crush the sugar cane and produce sugar. Steam for TSIPL will besupplied from the controlled extraction of the steam turbine which is at approximately 3 bar pressure. Theexpected steam demand for TSIPL is 186 tonslhr. The electricity demand during the crushing season is12.0 MW. During the off-season, the electricity demand is 0.5 MW.

6.2 Technology

Combustion technology based on the Rankine Cycle will be utilized in this project which is proven latesttechnology. The bagasse will be combusted in a high pressure boiler and the steam generated will be fedto the steam turbine to generate power. The turbine will be different from the conventional thermal powerplants as the turbine will be provided with a controlled extraction for extracting the process steam requiredfor the sugar mill. To enhance the efficiency of operation, regenerative heaters are used in the feed watercircuit. For the Cogeneration power plant proposed for TSEPL, the Cogeneration cycle is based on theparameters of 2x24.9MW Steam Turbo Generators. The cycle chosen with the above parameters is thelatest used in any of the bagasse fired installations around the world. These above selected parameters makethe cycle more efficient and help in the generation of more units for the same quantum of the fuel.

There are already many Cogeneration plants operating in Pakistan & India with these parameters and theoperating experience of those plants, in synchronization with the sugar mill operation, has been smoothand without any hitch. The Cogeneration scheme for TSEPL proposes 2xl55 TPH capacity boilers and2x24.9MW extraction condensing turbo generators. Considering the off season operation of the plant, theCogeneration power plant boilers will be designed for firing the saved bagasse and a few other compatiblebio-mass fuels.

7 Project Specifications and Equipment

7.1 Bagasse Fired Boiler

The Boiler shall be single drum, natural circulation, radiant furnace with water cooled membraine wall,multi stage super-heater and attemptor, balanced draft, and travelling grate bagasse fired boiler. The boileris capable of a peak generation of 110% of the MCR for a period of half an hour in eight hour shift. Theboiler shall be top supported, outdoor type, with adequate provisions for the thermal expansion of theboilers in all directions.

Design Parameters:

• Bagasse Fired Boiler; 155TPHSteam pressure at the Main Steam stop valve outlet: 110 bar

Steam temperature at the Main steam stop valve outlet at MCR: 540 ± 5 DcMaximum noise level at 1.0 m distance for the boiler: 85 dB(A)Maximum noise level at 1.0 m for boiler drum safety valves: 110 dB(A)

••••


The Bagasse through drum feeders, screw feeders and pneumatic spreaders will be fed into the furnaceand shall have future provisions for coal through screw feeder and pneumatic spreaders push into thefurnace. The travelling grate is selected for efficient combustion system and to avoid heating of grates.The Ash is collected by the continuous movement of travelling grate.

The air towards the fuel shall be controlled by the fuel air control system to guarantee safe and optimumcombustion. Primary Force Draft (FD) fans and Secondary Air frans shall be used to supply air. Air fromFD fans will be heated up in air pre-heater. The pressure in the furnace will be controlled by theInduced Draft (10) fans installed at outlet of boiler. These fans will be provided with VariableFrequency Drive (VFD) in order to optimize the power consumption. ID fans will discharge flue gases.

After complete combustion in furnace the flue gases shall enter the super heater section installed in theupper portion of the fum ace. From the super heaters the flue gases will flow downwards into modularbank. The evaporator section of the boiler will be designed for a large circulation ratio. Even duringquick plant load changes the water circulation will be stable and thus prevent steam blockage in theevaporator sections.

From evaporator section, the flue gas shall enter the bare tube economizer from the top and leave at thebottom to Air flue Gas Preheater. The economizer tubes will be supported in the structure of theeconomizer casing and will be bottom supported. The economizer will be fully drainable.

Thereafter, the Fly Ash Arrestor installed at the outlet of the Air Preheater, From Fly Ash Arrestor mostof the fly ash will be separated from the flue gases.

The condensate from the sugar mill shall be directly fed into the condensate tank from where it willbe pumped to the deaerator via sugar plant exhaust condensate pumps through a level control system.

Demineralized (DM) water will be supplied to the boiler for makeup. The makeup water will bepumped to the overhead surge tank via DM water distribution pumps. The makeup water will be addedin the condenser hot well from the overhead surge tank by gravity through a level control system. Thecondensate from the condenser and makeup water added to the condenser hot well will be pumped tothe deaerator by condensate extraction pumps.

4x42% Boiler Feed Water (BFW) pumps shall be provided. BFW pumps are multistage, centrifugaltype with low voltage [400V] drive motors with Variable Frequency Drives (VFDs). The condensateand make-up water lines will have level control valve to control deaerator level.

The control philosophy, boilers interlock and protection logic shall be implemented in DistributedControl System (DCS) for safe operation of boiler.

TWO STAR ENERGY (PRIVA TE) LIMITED 49.8 MW BAGASSE BASED POWER PROJECT

71. Steam Turbine and Auxiliaries

7.2.1 Steam Turbine

The turbine of the cogeneration power plant will be multistage nozzle governed, horizontal spindle, twobearings, and extraction cum condensing type with two (02) numbers of uncontrolled extractions andone (01) number of control extractions. The exhaust from the turbine will be condensed in the surfacecondenser at 0.1 bar (a) pressure during off-season operation.The low pressure steam at 3 bar (a), 133°C will be supplied to the sugar plant for juice heating in theevaporator station. The medium pressure steam at lObar (a), 190°C will supplied for centrifugal washing.c . 95% condensate of the supplied LP steam will be returned from the sugar mill. There will be nocondensate return of medium pressures steam.

7.2.2 Gear Box

Heavy duty reduction gear box of Double helical type with hardened & ground gears will beinstalled, capable of transmitting maximum power generated by turbine and able to withstand 20% overspeed over a period of minimum five (5) minutes.

The gear box will be designed with a service factor of 1.3 as per AGMA requirements.

7.2.3 Couplings

High speed coupling between the turbine & the gear box will be non-lubricating, steel laminated, flexibletype. The coupling between the gear box and the alternator will be low speed. Both the couplings willhave coupling guards and acoustic covers. Power rating of the couplings shall be in accordance withAGMA 514.

7.2.4 Condensing System

Condensing system shall comprise of the following:

Shell & Tube horizontal type surface condenser with integral hot well, thermal relief valve andatmospheric relief valve.

Steam Ejector system consisting of:

o Twin stage main ejectors (I working + I standby) with two surface type inter and aftercondensers.

o Startup hogging type ejector with silencer.

• Vertical canister type Condensate extraction pumps (CEP's), with a 3><50% capacity with LTmotors and suction valves.

• Rupture disc for condenser protection.

• Expansion bellow with spool piece between turbine exhaust and condenser inlet

• Dry air/vapor line within specified battery limit

7.3 AC GeneratorAC Generator shall comprise of the following:


• Brush-less exciter with PMG

• Air coolers

• AYR cum Excitation panel

Generator electrical output rating shall be as follow:

• 32 MY A rated capacity at 50°C ambient.

ll± IO%KV

50±5%Hz

3 Phase

Power factor (0.8Iagto 0.95 lead)

• ± 0.5%Accuracy Control

7.3.1 Generator Protection and Control System:

Generation protection and control system will consist of the following equipment:

Generator protection (Relay) Panel

• Metering & Synchronizing Panel

MCC Panel

• Lightning arrestor, Surge capacitor and Potential transformer (LA, SC & PT) Panel

• Neutral grounding resistor (NGR) Panel

• DC Distribution

7.4 Governing System

The governor system provided will control the acceleration of the turbo generator and prevent over speedwithout tripping the unit under any operating condition or in the event of maximum load rejection.

The governor system will have the following important functions:

• Speed control

• Over speed control

• Load control

• Inlet steam pressure control

• Extraction pressure control


7.5 Lubrication and Control System

A single forced feed lubrication system will be installed for Turbine, Gearbox & Alternator comprisingof the following major components:

• Lube oil tank

• Oil Vapor extractor

• AC Electric Main Oil Pump (MOP) driven by gearbox low speed shaft

• AC electric Motor driven Auxiliary Oil Pump (AOP)

• DC Motor driven Emergency lube Oil Pump (EOP) with auto cut-in & cut-out facility

• Lube oil coolers (I working + Istandby)

• Lube oil filters (Iworking + Istandby)

• AC motor driven oil mist separator mounted on oil tank

7.6 Control Oil System

Control oil system will comprise of the following:

• AC electric Motor driven Auxiliary Control Oil Pun I p (ACOP) (I working + I standby) tosupply oil to Control system.

• Control Oil filter (COF) (I working + I standby)

7.7 Main Cooling Water Pumps

The cooling water system shall be designed to provide cooling water to the following area of the plant:

Surface Condenser

- Auxiliary cooling water coolers

The cooling water system includes the following major components:

7.7.1 Main Cooling Water Pumps

Three (3) Main Cooling Water Pumps (two working and one standby) each of capacity

approximately 3000 m31 hr shall be provided. Pumps will be horizontal centrifugal type driven byelectric motors.

7.7.2 Auxiliary Cooling Water Pumps

Two (2) Auxiliary Cooling Water Pump (One working and one standby) will be provided. Pumps will behorizontal centrifugal type driven by electric motors.

7.7.3 Cooling Tower System

The Cooling Tower System shall have the following specifications:

- One (I) R.C.C structure mechanically induced draft, counter flow type cooling tower

- Capacity of cooling tower will be approximately 10,000 m3/hr and is combined and commonfor the whole cogeneration power plant.

- There shall be minimum three (3) cells each having a capacity of approximately3,300m3/hr.


• The cooling tower will be designed for a cooling range of 10°C, and an approach of 5°C while operating

under the atmospheric wet bulb temperature of about 29°C.

• Each cell of cooling tower gear box will be equipped with vibration switches, oil temperature andoil level controls.

• The source of cooling water will be Bore Well Water.

• Cooling water supply and return temperature is 33°Cand 41°C respectively.

7.8 Raw Water System

Raw water system consists off the following components:

7.8.1 Cooling Water Makeup Pump

Two (2) Cooling Tower make up Water Pumps for season and off-season operation willbe provided.

7.8.2 Raw Water Transfer PumpsTwo (2) Raw Water Transfer Pumps (one working and one standby) each of capacity30m3/hr will be provided to ensure raw water supply to Water Treatment Plant.

7.9 Compressed Air System

The function of this system is to provide service and instrument air for cogeneration plant operations.Compressed air system provides air to following users:

Instrument Air Users: Instrument air will be required for the operation of pneumatic instrumentslike IIP converters, purge instruments, pneumatic actuation of control valves, dampers etc.

• Service Air Users: Service air will be required for cleaning of filters, strainers and general purpose.

710 Bagasse Handling System

The bagasse handling system comprising of bagasse carriers, chain conveyors & belt conveyors to transportthe required quantity of bagasse from sugar mill to cogeneration shall be provided. Bagasse from the sugarmill shall be fed to the boiler from a front mounted chain conveyor. Excess bagasse shall be returned to thebagasse storage yard. During off-seasonlnon-availability of bagasse from the mill, the cogeneration boilershall use saved bagasse from the storage yard.

711 Ash Handling System

The ash handling system envisaged for the cogeneration boiler shall consist of Submerged Belt ConveyorSystem and Dense Phase Ash Handling System.


7Jl1 Submerged Ash Belt Handling System

Submerged Ash Belt Handling System consists of conveyor belts, drive assembly, all type of pulleys, alltype of idlers, bearing assembly, inlet / outlet chutes, take-up assembly, trough assembly, support frames,cross over, walkway, structural safety switches, water inlet I outlet I drain nozzles etc. The bottom ash at thedischarge of travelling grate shall be conveyed by submerged ash conveyor system.

The ash shall be quenched in the water trough of submerged ash conveyor before conveying. The submergedash conveyor shall discharge the ash directly to a trolley mounted tractor for further disposal.

7.11.2 Dense Phase Ash Handling System

This system will handle fly ash from boiler ash hopper (other than traveling grate & plenum ash hopper) andESP hoppers. Surge hopper (water cooled for boiler ash hopper and non-water cooled for ESP hopper)arrangement shall be provided below the boiler and ESP hopper. Two air compressors with built in PLC controlsystem and Ix 100% air receiver shall be provided near the dense phase equipment. The required conveying airfor dense phase ash system will be supplied by these compressors through air receivers. The ash silo storagecapacity shall be enough to store 12 hours ash generation from both the boiler and ESP system.

7.12 Water Treatment System

The Cogeneration power plant make up water requirements will be met from the bore wells located in thesugar plant. For the make up for the cycle, it is proposed to take the raw water through a Water TreatmentPlant with the following treatment scheme.

2x Multi-grade Filter _,. 2 x Two Stage Reverse Osmosis system -+ 2 x Electro De Ionization system.(2xMGF + 2xRO +2x EDI). There shall be two independent streams. The capacity of water treatment plant is75 m3/hr. DM water is collected in two DM water tanks each having a capacity of 400 m3. Water will bedistributed from DM tanks through pumps to different users i.e., Deaerator. Condenser etc.

7.13 Firefighting System

The function of fire-fighting system is to supply water to the main risk areas of the cogeneration powerplant.The flre protection system is required for early detection, containment and suppression of fires. Acomprehensive fire protection system shall be provided to meet the above objective and all statutory andinsurance requirements of National Fire Protection Association (NEPA).

The fire-fighting system shall consist of the following:

7.13.1 Stand Pipe and Hose System:Stand pipe and hose system shall be provided to cover the building and structures of the cogeneration plant.The system shall be designed as per the NPFA 14.Standpipe shall have a hose of 65mm diameter with connection to a large supply of water. The hoseconnection shall be not less than 0.9m or more than 1.5 m above the floor.

7.13.2 Fire Hydrant and Water Monitoring System

The hydrant system shall be prov ided to cover all areas. The system shall be designed as per NFP A24. The system shall consist of over ground hydrant mains laid in rings, isolation valves,

Page 18 of 36

".


and stand pipes with hydrant valves (outdoor). A Hydrant shall be placed after every 40m.

7.13.3 Portable Fire Extinguishers:

Dry Chemical Powder, C02 and foam type extinguisher system shall be provided Theequipment shall be designed as per NFP A 10.

7.13.4 Automatic High Velocity Water Spray Nozzle System:

Automatic High Velocity Water Spray Nozzle System shall be provided along with delugevalve assembly for outdoor transformers in switchyard, generator & Turbine lube oilsystem area. The system shall be designed as per NFPA IS. The deluge valve assemblyshall be UUFM listed.

7.13.5 FireAlarm & Detection System

Fire detection system for the power plant will provide early detection of fire and raisealarm. A comprehensive fife protection system shall be planned to meet the above objectiveand meet all statutory and insurance requirements of National Fire Protection Association(NFPA). A multitude of systems will be provided to combat various types of fires in differentareas of the plant and all such systems for various areas shall form a part of a centralizedprotection system for the entire plant. Fire alarm system detection system shall be providedin following areas:

• Firm alarm and signaling in all electrical/instrumentation panel rooms in TG building

• Manual call points and Electric Horns in outdoor areas.

7.14 Effluent Handling System

Effluent handling system consists of the following main components:

7.14.1 Neutralizing Pit

Acid/caustic produced (if any) from Water Treatment Plant will be collected in neutralization pit.This effluent will be transferred to effluent pit after neutralization.

7.14.2 Neutralized Effluent Re-circulation cum Transfer Pumps

Two (2) neutralized effluent Re-circulation cum Transfer pumps (One working & onestandby) shall be installed at neutralization pit to transfer effluents from Neutralization pit toeffluent pit in water treatment plant area.

7.14.3 Effluent Pit

Effluent like Boiler blow down, cooling tower blow down, RO reject, MGF backwash, sidestream filter flushing, RO flushing, neutralized effluent from neutralization pit etc., shall becollected in the separate effluent pit near Water Treatment Plant area.

7.14.4 Effluent Transfer Pump

Two (2) Effluent Transfer Pumps (One working and one standby) will be installed onEffluent pit to transfer effluents. The pumps will also be used to re-circulate the effluentwith in Neutralization pit for effective neutralization. The pump capacity shall be minimum35 m3/hr.

7J5 Service Water System

Two (2) service water pumps (One working and one standby) will be installed to provide service waterto plant users. One (I) expansion vessel will be installed to keep service water header pressurized.

7J6 Electric Overhead Travelling (EOT) Cranes

EOT cranes shall be provided in the following buildings:

TWO STAR ENERGY {PRIVATE} LIMITED 49.8 MW BAGASSE BASED POWER PROJECT

TG Hall

An Electrically operated EOT crane shall be provided for the erection and maintenance requirements ofturbo generator and its auxiliaries.

The main hook capacity shall be 60 Tons and suitable for lifting single heaviest component in TurboGenerator. The auxiliary hook lifting capacity shall be of5 Tons. The crane travel will cover the entirelength of the TG building. The crane shall be electrically operated, bridge type and shall be designed andequipped for indoor operations complete with all accessories. The crane bridge shall consist of bridgegirders each carrying a rail on which a wheeled trolley is to run. Operation of crane shall be by pendanttype push button station from ground level.

Workshop and Store

An Electrically operated EOT crane shall also be provided for routine maintenance activities and storematerial handling to be carried out in the building.

The single hook crane capacity shall be 5 Tons. The crane travel will cover the entire length ofmaintenance bay of workshop. Operation of crane shall be by pendant type push button station fromground level.

8 Electrical Design

8.1 Electrical Network

The Plant shall consist of one generator and associated auxiliaries for smooth plant operation. Asynchronous alternator for the proposed co-generation power plant with generation at II kV will beconnected to 132kY system through likY switchboard and step-up Power Transformers.

The connection between generator and IIkY switchboard shall be through Isolated Phase Bus, Duct andbetween II kY switchboard and 111132 kY power transformer shall be through II kY HT XLPE cables.

The generator will operate in parallel with NTDC National grid. A portion of the power generated in theturbo-generator will meet the power requirements of the Cogeneration plant auxiliary loads and the sugarplant loads through step down transformers.

The surplus power, after meeting the power requirement of cogeneration plant auxiliaries and sugar plantauxiliaries, shall be exported to the grid through 11l132kY power transformer. There shall be total of2step-up power transformer

Entire Power evacuation system and associated equipment shall be designed so as to export the entirepower from cogeneration plant (total generation less auxiliary power consumption), when the sugar plantis not in operation.

All the existing sugar plant loads shall be fed through interconnecting transformers.

8.1.1 Ambient Conditions for Electrical Equipment

Ambient conditions and design temperatures for electrical equipment are given in Table 6 below:

Table 6: Ambient Conditions for Electrical EquipmentDeg.C

Maximum Temperature 49.0Minimum Temperature 1.0

Plant Design Temperature 30Indoor Equipment Design 40

Outdoor Equipment Design 50

8.2 Plant Operating Voltage

The plant shall be designed suitable for operating at a frequency of 50Hz, with voltage levels of


various systems of the plant as given in Table 7 below:

Table 7: Plant Operating Voltage

Generation (TG) system IlkV

Power Evacuation system 132 kV

Non-AC VSD/auxiliaries of cogeneration plant 400 V

AC VSD/auxiliaries of cogeneration plant 400 V

DC system of cogeneration plant IIOV

UPS system of cogeneration plant 230 V

8.3 Basic Electrical Design Parameters

Basic electrical design parameters for the plant are given in the table below:

Table 8: Basic Electrical Design Parameters

Power Factor 0.8Generation Voltage (kV) IlkV,3 PhaseParallel operation with Grid Required with 132kV GridGrid Voltage 132kV,3 PhaseSystem Frequency 50±5%System Voltage Variation ± I0% Variation of Rated Voltage

System Fault Level132kV 40kAllkV 50kA400V 50kA

Earthing System132kV Effectively EarthedIlkV Neutral Grounded (Limited to < 50AlUnearthed (Whenever generator is not in

service)400V Effectively Earthed110VDC Unearthed

8.4 132kV Switcbyard

Switchyard shall for interface with NTDC Grid in line with following specifications and NTDC requirements.Detailed specifications of the switchyard are given in the table below:

Table 9: 132kV Switcbyard Specifications

Voltage Level 132kVService Outdoor AIS with SF6 circuit breakers

Number of Bays 2 OHL Bays

Page 21 of 36

\'


2 Transformer BaysI Bus-Coupler Bay

Bus Bar AAC conductor of "Hawthorn"Short Circuit SF6,gang operated 2500Amp 40kA 3 sec

Isolator (Centre break, motor operated with 2000Ampcopper alloy blades)

Protection & Metering As per NTDC RequirementsHighest System Yoltage(kY rms) 145kY

Power Frequency Withstand Capability (kY rms) 275kYBasic Insulation Level (kY Peak) 650kY

Cree_()_~geDistance for InsulatorsJmmlkY) 31Instrument Transformers Hermetically Sealed, dead Tank Design. Range

as per SLDInsulator Brown Glazed with min 6kN cantilever

Strenzth

Towers & Support Structures MS galvanized lattice typeThree elements four-wire configuration,

electronic, digital, with accuracy class ofO.2S;Tariff Metering Equipment 30 minutes intervals for a period of70 days

with intervals programmable from 5 minutesto 30 minutes

Page 22 of 36


8.S Steam Generator

Generator shall be supplied in line with the following specifications:

a e ; earn enera or speer ica Ions

Description Parameters

Rating & Count 2x24.9MW

Type Conventional Steam Turbine Cycle

Number of Pole & Excitation System Four Pole, with Brushless Excitation System

Power Factor 0.8 PF (lagging) to 0.9 (leading) under entireband of +10% Voltage Variation and 5%

Frequency Variation

Insulation Class Class 'F' Insulation and shall be Suitable forOperation within class 'B' Limits

Overload Requirements Over Loading of I 10% for one Hour every 12Hours and 150% for 30 seconds

Short Circuit and Overload Endurance Generator shall withstand short-circuit of anykind at its terminal, while Operating at rated load

and 105% rated voltage for at least 3 seconds

T bl 10 St G t S ifl ti

8.6 Isolated Phase Bus Duct

Generator shall be connected to lIkV panel through Isolated Phase Bus Duct withAluminum conductors. All other electrical distribution connections shall be through MVor LV rated cables as per application and voltage grade. Technical details of the IsolatedPhase Bus Duct are given in the table below:

Table II: Insolated Phase Bus Duct Specifications

Application Steam Generator Connection to I IkV PannelPower Frequency Withstand Voltage 28kV

BIL 75kVpEnclosure Minimum thick of3mm

Maximum through fault current either from 132kVGrid or from the Generator including contribution

Sizing Basis from total plant loads through AuxiliaryTransformers with 20% margin on higher side or

50kA, whichever is higher


8.7 llkV Switchboard

Switchboard rated l lk V IP4X 3200Amp 50kA for 3 sec shall be provided for feedingtransformers and connection to steam generator.

8.8 6.6kVPanel

One (1)2500A 6.6kV VCB stand-alone panels and HT 6.6kV XLPE Aluminum cables ofadequate size shall be provided for interface of co-gen plant with existing sugar mill powerhouse.

8.9 400 V Switch board

All the cogeneration plant auxiliary loads shall be segregated into two groups, each consisting ofAC Variable Speed Drive (AC VSD) driven loads and non-AC VSD driven loads.

All AC VSD loads pertaining to cogeneration plant shall be connected to two (2) AC VSDtransformers. Common systems like cooling water [main & auxiliary cooling water pumps andcooling tower fans] shall be distributed uniformly on both VSD transformers.

The co-generation plant non-AC VSD loads shall be fed at 400V with two (2) Ii/OAl5kVtransform ers.

8.10 Transformers

Technical specifications of the different transformers to be installed in the Project are given in the tablebelow:

a e : speer ications 0 rans ormers


Generator Transformer (GfT)/ Power 31.5140 MVA 1l1l32kV YNdllTransformer

VSD transformers (Three winding 4MVA II/OAI5/0.415kV, DznOynl1transformer) for co-generation plant

Distribution Transformer for co-generation 2.0MVA, II/OAI5kV, DynllPlant Auxiliaries

Interconnection Transformer at Sugar 101l3MVA, 11/6.9kV, Dynll

Lighting Transformer Cast Resin Encapsulated 200kV A,OAkV/O.4kV, 50Hz, Dynll, ONAN, ThreePhase, Two Windings

Neutral Grounding Transformer Yd Windings, 50A for 10 sec & 500A for3sec, llkV, ONAN

T bl 12 S rn fT Ii

8.11 AC & DC UPS System

AC and DC UPS system will be supplied for loads that require un-interrupted power. Following UPSshall be supplied for this purpose:


T bl 13 AC & DC S ifa e : UPS ~peci lcation


IIOVDC 2x I00% Dual Redundant UPS with Dedicated Battery Bank

(SMF Type: Sealed Maintenance Free)

230VAC UPS 2x100% Dual Redundant UPS with Dedicated Battery Bank


Lighting 230VAC UPS Ix I00% UPS with Single Battery Bank


8.12 Control Philosophy & Interfacing

Critical and important electrical loads shall be interfaced with SCADA system [built in plantDCS] for local and remote operation in-line with plant operational & safety requirements.

8.13 Energy Management System

The incoming and outgoing feeders of 132kV Switchyard Bays, Main MV [Pcq Panel andAC- VSD panel outgoing feeders shall be provided with PQIWTVM with communication portsuitable for MODBUS-RTU protocol. One daisy chained link shall be provided for eachswitchboard which will communicate soft data to Plant DCS. All these meters shall behooked up to a dedicated Energy Management System for data logging built in plant DCS.

Communication ports of MOD BUS - RTU shall be planned in all TVMs and PQMs providedin the PCCs, AC VSD panels and control panels of the TG, Generator Transformer andswitchyard control and relay panels. All the ports shall be hooked up to Energy ManagementSystem (Part of DCS) for data logging as well as monitoring purposes. The mimicrepresentation of the complete electrical distribution shall be provided in EnergyManagement System (part of DCS) from 132k V level to major/main LT panels.

8.14 RTDs & Thermistors

Thermistors shall be installed on motors rated between 30 to 75kW. RTD shall be madeavailable for motors more than 90kW. All RTDs shall be hooked up with relays in motorRelays in respective MCC.

8.15 System Earthing

The grounding installation work shall be as per recommendation of IEEE. All panelstransformer, LA VT, NGR and motors shall be provided with double earthing. Lightingprotection for tall structure shall be in line with lEC standards.

132kV system is solidly grounded through 132kV side of transformers neutrals at NTDCside as well as neutral of generator transformer on 132kV side at co-generation plant.

TG system shall be grounded through neutral Grounding Resistor (NGR) panel to limit theearth fault current to 50A to suit the system requirement, through the II kV neutral point ofTG. The IlkV system shall be provided with II kV Earthing Transformer and NeutralGrounding Resistor (NGR) panel to limit the earth fault current to 50A. This NGR of EarthingTransformer shall be switched ON whenever the power is imported from the grid with TG


circuit breaker in open condition. The 6.6kV system at the secondary side of InterconnectionTransformer shall be provided with NGR grounding to limit earth fault current of 100A.

LV system 400V system shall be solidly grounded through transformer neutral. Neutral busbarsshall be made available in400V PCCs, and all MCCs.

400V VSD transformer grounding system shall be as for 6 Pulse AC VSD drives - Solidlygrounded.

400V system used for illumination system and small power distribution system shall be solidlygrounded.

UPS System shall be of insulated neutral type (ungrounded). DC System shall be ofungrounded type.

8.16 Cable Installation

Cables shall be installed in concrete cable trenches [installed on trays], on cable racksand direct buried as required.

8.17 Cable Trench

Concrete Cable Trenches shall be fitted with ventilation fans, air inlets, normal lighting,emergency lighting, utility sockets, fire alarm detectors, manual call points, and annunciationsirens. All wiring shall be inGI conduits.

Trench shall have access inlets provided with ladders, slopped on two sides having waterexcavation pits and two pumps.

8.18 Lighting&SmallPower

Plant lighting loads shall be fed through two (2) Nos. of 400/400V, Dyn II connected dry typelighting transformer of minimum rating of200kV A.

Emergency Lighting Distribution Board (ELDB) shall be fed through inverter of minimum 20kv Arating,

Thenum ber of sockets [where maintenance & operation is required] shall be prov ided inthe indoorarea in such a way that approachable distance of any socket is not more than IOMWdistance. Minimum four (4) nos. of24V lighting kit shall be provided for the plant.

63A power and welding socket shall be provided in all indoor as well as outdoor areawherever maintenance ofmechanical equipment is required. Each socket shall comprise of MCBwith ELCB and power /welding socket.

8.19 Plant Communication System

Plant communication shall be provided with following facility:

• Telephone system• Public Address System

• Walkie-talkies.

8.20 Enclosure Ratings

Enclosure IP ratings for different applications shall be as below:


Table 14: Enclosure Ratings

HV Switchgear IP4XLV Switchgears IP4X

Switchgears located outdoors IP55

8.21 Plant Startup

The co-generation plant shall be started with one (01) number of 400V Black start DG sets.These DG sets shall be connected to DG panel, which shall be planned with the incoming DGset feeder and five outgoing feeders.

Plant startup can also be managed either from Grid supply or existing plant sugar mill feeder.In either case power shall be available at the main IlkV MY Panel. Through respective stepdown distribution transformers power shall be fed to desired STG auxiliaries and common co-generation plant loads.

The DG set shall be with radiator cooled type. Proposed rating of DG set shall be 1250kVAat Prime duty.

8.22 Instrumentation and Control (I&C) Systems

I&C System will ensure control and monitoring of operations of both the Technologicaland Electrical part of Cogen Power Plant including balance of plant (auxiliary operations)and l32kV switchyard. Control room and its auxiliary equipment will be located in anoutbuilding (CCR) adjacent to the Turbine Hall. I&C System will be designed as a complexsystem capable to control the whole Cogen unit both in standard conditions and transientoperation conditions (start-up, shutdown, etc.). Specific autonomous functions of protectionsand control for steam turbine will be performed by their dedicated control system,nevertheless this dedicated control system will be an integral part of the whole I&C Systemfrom the viewpoint of operation, monitoring and control.

I&C System, as a whole, will ensure control and monitoring of the following equipment:

• Boiler and its Auxiliaries• Fuel Handling System• Steam turbine with accessories• Balance 0 f plant• Electric equipment of Switchyard

8.23 Digital Control System (DCS)

The controlling and monitoring of operation of main power unit, loading andsynchronizing, balance of the plant will be provided from the common control room throughthe operator panels of the process, electrical part including power outlet equipment,frequency control and switchyard etc. The working place of the system operator will beplaced at the control room. The working place of shift engineer will be located in separateroom with the window to control room. The DCS will be based on fully redundant processand network bus. The power plant will be fully automated with a target of high operationreliability as well as high operation safety. Control system will fulfill required standardfunctions for securing optimal, economical, safe and ecological operation for installed


equipment in nominal and transient operation conditions. System will cover controlfunction from basic level control up to fully automated control offunction groups and units,control of system output and optimization of block operation. Specific autonomous functionsof the plant safety system and selected regulation and control functions will be realized byspecial subsystems in a hierarchical model. From a viewpoint of control, these items willcreate an integrated part of the DCS control system.

Hardware and software will enable realization of loop control, binary control, datafunctions, monitoring, remote control and emergency manual control. Communicationwithin the system will be handled by bus routing connected to the standard bus system RS485, Ethernet etc.

8.24 Field Instrumentation

Instrument power circuits will employ an isolation transformer and will be individuallyprotected from fault with the help of MC8ts and fuses. Power supply to the individualinstrument will be disconnect-able with the help of switch and will be protected with thehelp of fuse.

All instruments and equipment will be suitable for use in a hot, humid and tropicalindustrial climate. All instruments and enclosures in field will be dust proof, weather proofof type NEMA 4 and secured against the ingress of fumes, dampness, insects and vermin.All external surfaces will be suitably treated to provide anti-corrosion protection.

The complete instrument system will be designed for safe operation, by using normally closedcontacts which open on fault conditions.

The Operating Value of field instrument will fall between 40% and 60% span for Linear and60% to 80% span for square root.

Transmitter valve manifold block assemblies will be type 316 stainless sted unless processconditions require higher-grade material. Internal wetted parts will be type 316 stainlesssteel unless process conditions require use of other materiaL

Process switches e.g. pressure switch and level switch will be of micro switch type.

All field-mounted instruments will be equipped with sufficient isolation device such as a blockand bleed valves assembly, and vent and drain valves so as to permit safe maintenance, removal,testing and calibration of instruments during plant operation

9 Operations and Maintenance (O&M)

The O&M shall led by a competent Plant Manager who shall be charged with management of the technicalfunctions. A mixture of permanent and contractual staff augmented by specialized third party staff forfunctions, such as performance monitoring of equipment, environmental monitoring, fuel yard operation,ash handling and major maintenance shall be deputized at the plant. To the extent practical, the operationof the Facility will be automated through a distributed control system.

The Facility operation is planned to be divided into three shifts with a fourth shift in reserve. Eachoperating shi ft will include a shift charge engineer, one control room operator, one operator, one boileroperator two field operators and a chemist. All the operations staff will report through the shift chargeengineers who report to the Operations Manager reporting to Plant Manager

The maintenance of the Facility will be divided into three work areas -instrurnentation, electrical, andmechanical. Each work area will be managed by a manager who reports directly to the Plant Manager.Maintenance staff reporting to the managers will be provided on each shift. The total maintenancestaff is as follows:

The maintenance staff will perform the routine maintenance on the Facility. During the off-season


periods when the Facility is not operating, the maintenance staff will support any major maintenancework that needs to be performed.

In addition to the operation and maintenance departments, there will be a separate performancedepartment and a fire and safety department. The staffing for these two departments is as follows:

Table 15: O&M Staffing

Mechanical Maintenance Electrical Maintenance Instrumentation & ControlManager-Mechanical I Manager- Electrical I Manager-I&C IMechanical Engineer I Electrical Engineer I I&C Engineer I

Mechanical Supervisor I Electrical Supervisor I I&C Supervisor i IMechanicallFitter 8 Electric ian 5 I&C Technician 5

The performance/efficiency Engineer will be responsible for monitoring the operation of the Facilityand identifying any operational issues that affect the performance of the Facility.

Additional responsibilities include maintaining the plant design records and drawings.

Hence the total operation and maintenance staffing. including the Plant Manager, is 64. This excludes thecontract operation and maintenance staff.


9.1 Maintenance of the Plant

Routine maintenance of the Project will be performed on a shift basis. Most of the routine maintenanceactivities are expected to be preventative maintenance work and troubleshooting during the time theFacility is operating. There will be some time during the off-season where the Facility will not be operatingdue to unavailability of bagasse or other appropriate biomass fuels. During these non-operating periods,which shall last up to one month during a given year, the maintenance staff can perform more extensiverepairs.

The major maintenance cycle for the key components will be a function of the number of operating hoursaccumulated. Given the expected downtime during the off-season, it is logical to expect boiler inspections,cleaning and repairs to be performed each year. The annual boiler work would include measurement of tubethickness in certain areas of the boiler, weld repairs where there is localized tube metal loss, tubereplacements where the metal loss is more extensive, refractory repairs, grate bar replacements, gratechain adjustments, ash system repairs, etc. Extensive repairs would not be required for the first ten years ofoperation, particularly if the fuel burned is primarily bagasse and the operating period is less than 180 days ayear.

Major maintenance on the steam turbine and generator is to be performed on a five to seven year basis fora base loaded plant. A thorough inspection of the steam turbine and generator is expected prior to theexpiration of the supplier warranties. After that, given the expected operating regime of 180 days per year,the first major inspection of the steam turbine and generator would not be anticipated for ten years unlessthere are indications of some mechanical or electrical failure.

10 Key Operating Assumptions

The following sections provide a summary of the general, project cost, operating and financingassumptions related to the Project as well as TSIPL. The feasibility has been prepared following adetailed discussion of these assumptions with Project sponsors. The proceeding sections discussthe following assumptions:

• Sugar Mill Operations & Fuel Availability

• Plant Generation• General & Timeline• Project Cost

• Financing Assumptions• Project Tariff & Revenue

• Operating Cost Assumptions (including fuel)

10.1 Sugar Mill Operations & Fuel Availability

The tariff structure of the Project is based on the availability of the project to generate power,which in turn depends on the availability of fuel i.e. bagasse to ensure such generation. In such ascenario adequate availability of bagasse for' generation is the most important factor for thefeasibility of the Project.As stated above, during the assumed 120-day crushing period, power generation will be based onbagasse provided by TSIPL. During non-crushing days, the un-utilized bagasse from the crushingperiod at TSIPL will be utilized for power generation. TSIPL management plans to bringefficiencies in the current sugar mill which will reduce the steam requirement of the plant by thetime the project comes online to make more bagasse available for TSEPL. Based on a 120-dayseason and 94% capacity utilization, the mill shall be able to generate 490,000 MT of bagasseduring the crushing period and as a consequence the plant shall be capable of operating at a 92%capacity factor for 195 days in a year or an effective 179 days.


10.2 Plant Generation Parameters

The two (02) 24.9MW steam turbine generators shall be provided steam by the HP boiler. During thecrushing period, the' HP boiler and steam turbine shall meet the steam and power requirements ofTSIPL to the extent these are not met by the LP boiler. To meet the steam requirements of the TSIPLprocess, the current LP boiler along with a 6 MW (net) backpressure turbo generator shall be operationalduring the crushing period. The steam generation through the LP system shall only be available duringthe season and will be dedicated to the sugar mill. Key generation parameters during are as follows:

Table 17: Plant Generation

Crushing Period Non-Crushing PeriodInstalled Capacity (Gross) 49.8MW 49.8MWExpected energy output 49.8MW 49.8MWCaptive utilization 12.0MW O.SMWAuxiliary Consumption 4.8MW 4.0MWSpillover available for sale to 33.0MW 4S.3MWgrid

10.3 Project Timeline

A 17-rnonth construction time has been assumed for the Project. Financial Close is targeted in end July2017 with a target project commercial operations date ("COD") of end-September 2018. This would enablethe project to smooth any teething issues that may arise before the crushing period commences-in mid toend November 2018.

As per the standard energy purchase agreement ("EPA") the Project life and EPA term has been assumedas 30 years from COD.

10.4 Project Cost

Table 18: Estimated Project Cost

Estimated Project Cost USD million PKR millionEPC Cost 53.96 5,936Non-EPC Cost 1.31 144Project Development Cost 2.46 271Insurance During Construction 0.55 60Financing Fee & Charges 1.92 211Interest During Construction (IDC) 4.53 498Total 64.73 7,120EPC Cost per MW (USD million) 1.08Project Cost per MW (USD million) 1.30

• EPC Cost is estimated to be USD 1.08 perkW. The Company is in the process of finalizing theequipment for the Project.

• Non-EPC costs include costs related too Land, colony, workshop and non-reimbursable fuel during testing.

~ Page 32 of 36

lJ;


• Project Development costs include costs related to technical studies, owners' engineer, constructionmanager as well as legal and other advisors; fees related to NEPRA, AEDB, SECP; and Companyoverheads during the construction period.

• Construction Insurance has been budgeted at 1.0% of EPC cost, which is in line with precedenttransactions.

• Financing Fees & Charges have been estimated in line with precedent transactions and have beenbudgeted in the range of3 .5% of total debt.

• Interest during Construction has been calculated over a 17-month construction period, a 80:20debt to equity ratio and a lending rate of 3-month KIBOR plus 3%. The payment profile shall befirmed at the time of award of the EPC contracts(s).

10.5 Project Financing

In line with debt financing parameters with precedent transactions, a debt to equity assumption 80 to 20 hasbeen applied to the financial projections. Under the base case financial projections debt is assumed to berepaid 10 years after COD with debt being amortized over the period through fixed annuity basedinstallments.

Key parameters of the Project funding are provided in Table 19 below:

Table :19: Project Funding

Project Cost PKR 7,120 millionDebt PKR 5,696 millionEquity PKR 1,424 millionLending Rate 3 month KIBOR + 3%

Repayment Period 10 yearsRepayment Frequency Half yearlyAnnual Installment PKR 876 million


10.5 Project Tariff

NEPRA had announced a 30-year Upfront Tariff for high pressure boiler based bagasse,power projectsin May 2013 which was valid for a period of2 years. Subsequently, the Upfront Tariff was extendedup to May 2018 and in the mean while an adjusted Upfront Tariff ("Adjusted UpfrontTarifr')was announced based on indexations applicable at May 2015. As per discussions with NEPRA, theAdjusted Upfront Tariffshall be applicable for the Project.

The Adjusted Upfront Tariff is calculated on notional capacity of I MW with appropriate indexing ofdifferent tariff determining components. This tariff structure is generic in nature and is applicable forvarious sizes of new bagasse based co-generation power plants of60 bar or higher pressure boilers. Thecritical assumptions upon which the tariffis based appear in the table below:

a e : ey ssumpnons or IJUS e iprron an

Description BasisAuxiliary Consumption 8.5%

Plant Factor 45%EPC cost per MW USD 0.796Project cost per MW USD 0.9795Construction Period 20 monthsExchange Rat~(PKR!USD) 101.6Benchmark Efficiency 24.5%

Baggase Price Linked to CIF Karachi Coal PriceMinimum USD 100.67_QerMT

Bagasse CV 6,905 btu

Total O&M cost 3,25% ofEPC

Variable O&M local 15% of total O&M

Variable O&M foreign 45% of total O&M

Fixed O&M local 40% of total O&M

Insurance 1% ofEPC

Working Capital 45 days fuel (3 month KIBOR+2%)

Debt 80%

Return on Equity 17%

Return on Equity during Construction 17%

Loan Repayment Period 10 years

Repayment Frequency Quarterly

Debt Cost 3 month KIBOR + 3%

T bl 20 K A f fi AdO t d U r t T Off

TWO STAR ENERGY (PRIVATE) LIMITED 49,8 MW BAGASSE BASED POWER PROJECT

Respective tariff components along with relevant indexations areprovided in Table 21 below:

The tariff is payab Ie on a take or pay basis based on the declared availability of the Plant by the Company,Key features of the tariff applicability are as follows:

I, For all energy dispatched to the grid, a tariff based on the sum of indexed values of all the abovementioned components shall be payable,

2. During the crushing period, if the Plant is not dispatched following a declaration of energy a tariffbased on the sum of indexed values of all the above mentioned components shall .still be payablebased on the declared energy,

3, During the non-crushing period, if the Plant is not dispatched following a declaration of energy atariff based on the sum of indexed values of all the above mentioned components (excluding thefuel and variable components) shall be payable based on the declared energy,

4, All upside and downside risk with respect to the annual generation lies with the Company. In casethe Company is able to achieve a plant factor above 45% the fuJI indexed tariff shall be payable,

Table 21: Adjusted Upfront Tariff

Description Reference Tariff PKRper KWh

Indexation

Year 1-10 Year 11·30Fuel Cost 5,9825 5.9825 Fuel PriceVariable O&M local 0.1198 0.1198 Local CPIVariable O&M foreign 0.3393 0.3393 PKRlUS$, US enFixed O&M 0.3194 0.3194 Local CPIInsurance 0.2204 0.2204 -Working Capital 0.1673 0.1673 KiborReturn on Equity [,0345 1.0345 PKRJUS$Debt Servicing Component 3.6658 KiborTotal Tariff 11.849 r 8.1833Levelized Tariff 10.5727

Note: The tariff is adjusted quarterly for change in B-month KIBOR variation Thefinancial Projections have been prepared onthe basis of the recen3-monthKlBOR rate of6. 44% with the tariff and related cost adjusted accordingly.


10.7 Project Revenue

As stated above, the Project shall be selling power to the national grid as well as partially meetingthe power and steam requirements ofTSIPL. In such a case, the Project shall be expecting three (3)revenue streams as follows:

• Sale of energy to the National Grid i.e. CPPA-G• Sale of energy to TSIPL• Sale of steam to TSIP L

10.8 Projected Financial Statements

Projected financial statements and key financial ratios based on the base case assumptions discussedin Section 10 are provided in the following sections. Financial Statements presented below arelimited to the IO-year debt period.

10.9 Projected Income Statement

Million PKR 1 2 3 4 5 6 7 8 9 10Total Revenue 1,916 1,916 1,916 1,916 1,916 1,916 1,916 1,916 1,916 1,916Bagasse Cost 756 756 756 756 756 756 756 756 756 756Total O&M cost 105 105 105 105 105 105 105 105 105 105Insurance cost 56 56 56 56 56 56 56 56 56 56Depreciation 237 237 237 237 237 237 237 237 237 237EBIT 761 761 761 761 761 761 761 761 761 761Working Capital Cost 38 38 38 38 38 38 38 38 38 38Interest on LT Loan 504 470 433 392 348 299 246 188 125 56Net Income 219 253 290 331 376 424 477 535 599 668

10.10 Projected Balance Sheet

Million PKR 1 2 3 4 5 6 7 8 9 10Fixed Assets 6,883 6,646 6,408 6,171 5,934 5,696 5,459 5,221 4,984 4,747

Current portion LT 405 443 484 528 577 630 688 751 820 -debtCurrent Liabilities 405 443 484 528 577 630 688 751 820 -

Long-term Debt 4,919 4,477 3,993 3,465 2,888 2,259 1,571 820 0 0Total Liabilities 5,325 4,919 4,477 3,993 3,465 2,888 2,259 1,571 820 0Paid-up Capital 1,424 1,424 1,424 1,424 1,424 1,424 1,424 1,424 1,424 1,424

Retained Earnings 134 302 508 754 1,044 1,384 1,776 2,226 2,740 3,323

Total Equity 1,558 1,726 1,932 2,178 2,469 2,808 3,200 3,651 4,164 4,747


10.11 Projected Cash Flows

Million PKR 1 2 3 4 5 6 7 8 9 10Earning after tax 219 253 290 331 376 424 477 535 599 668Add: Depreciation 237 237 237 237 237 237 237 237 237 237

Cashflows from 456 490 528 568 613 662 715 773 836 905operationsRepayment of LT

371 405 443 484 528 577 630 688 751 820debtNet Cash flows 85 85 85 85 85 85 85 85 85 85

11 Financial Summary

1 2 3 4 5 6 7 8 9 10

Revenue 1,916 1,916 1,916 1,916 1,916 1,916 1,916 1,916 1,916 1,916

EBITDA 999 999 999 999 999 999 999 999 999 999

Net Income 219 253 290 331 376 424 477 535 599 668

Dividends 85 85 85 85 85 85 85 85 85 85Annual Interest 504 470 433 392 348 299 246 188 125 56Debt Servicing 876 876 876 876 876 876 876 876 876 876Debt to Equity 3.42 2.85 2.32 1.83 1.40 1.03 0.71 0.43 0.20 0.00

Interest Cover 1.98 2.12 2.31 2.55 2.87 3.34 4.06 5.3I 8.00 17.91

DSCR 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14

INTERCONNECTION STUDY

For

49.8 MW CO-GENERATION POWER PROJECTBY TWO STAR ENERGY (PRIVATE) LIMITED

Draft Report(January 2017)

Power Planners International

UK Office: Pakistan Office:3-Sylvester Road, 64-F/l, Wapda Town,Sudbury Town, Middlesex, Lahore 54770, PakistanHAO 3AQ, UK Phone: +92-42-35182£35;Phone & Fax:+44-(O)208-9223219 Fax: + 92-42-351831~6

Email: info@pow~.;~~:iij~~nt.comwww.power~&:nnersin~~m

{~'t'l. cj i\';:~ .. t''V\(,...:~--~~

Executive Summary.:. The Draft Report of 49.8 MW Two Star Energy (Private) Limited, referred to as

Two St ar PP, is submitted he rewith. The installed cap acity 0 f the pI ant would

comprise of two unit of 24.9 MW which would deliver maximum net power of

45.3 MW to the grid .

•!. It would like to go for high pressure cogeneration in the sugar mill with the aim of

exporting power nearly 33 MW to the national grid during the crushing season,

from November toM arch. During the Non-crushing season Two St ar PP will

supply 45.3 MW power to the national grid, the operational period will depend on

the availability of bagasse .

•:. The latest generation, transmission plan and load forecast of NT DC has been used

for the study, attached in Appendix - A .

•:. The study objective, a pprcach and methodology have been described and the

plant's data received from the Client is validated .

•:. The nearest grid facility is the 132 leV substations ofKamalia. It lies at about 7 km

from the site of Two Star PP .

•:. Due tot he location of Two St ar PP , th e mo st feasible in terconnection scheme

would be 7 km 132 leV double circuit to Kamalia grid station from the proposed

Two St ar PP on Lynx conductor. The up -corning ch apters discuss in detail th e

location and interconnection of the Two Star PP. A few approximate sketches are

shown in Appendix-B .

•:. The proposed scheme will require two breaker bays of 132 kV at Two Star PP to

connect with the 132 kV circuits each from Kamalia GIS .

•:. In vi ew of planned COD, oft he Two St ar PP in September 2018, t he above

proposed interconnection scheme ha s been assessed for steady state conditions

through detailed load flow studies, short circuit analysis and stability criterion for

January 2019 for maximum thermal power dispatches in the grid during winter

which is the crushing season .

•:. Steady state analysis by load flows, short circuit and stability criterion reveals that

proposed scheme is adequate to export 45.3 MW output of the plant under normal

and contingency conditions.

""i}..1I!i. rill

;;,;; POWER PLANNERS INTERNATIONAL PAGE 2 OF 29

+:+ Since the plant operates during summer as well, the high-water season, its detail

analysis has also been carried out for September 2019.

+:+ In an extended term scenario, September 202] has been studied to evaluate the

performance oft he proposed interconnection scheme. The system conditions of

normal and N -1 contingency ha ve been examined for a 11scenarios to me et th e

reliability criteria. Along with it, short circuit and dynamic stability analysis have

been carried out for a complete check of the system.

+:. Load F low analysis in dicates th at power d istribution is in local grids therefore

losses are reduced and voltage are improved. Beside this it also has an advantage

that demand from NTDC to FESCO will decrease as local generation is available.

+:+ The short circuit level of the Two Star Power Project] 32 kV is 10.69 leAand 9.34

kA fa r 3 -phase a nd 1 -phase faults r espectiveJy for t he year 2 021. Therefore

industry standard switchgear of the short circuit rating of 40 leA would be fine to

be in stalled at 132 kV switchyard 0 f Two Star Power Project taking care 0 f any

future generation additions and system reinforcements in its electrical vicinity and

also fulfill the NEPRA Grid Code requirements specified for 132 kV switchgears.

There are no violations of exceeding the rating of the equipment in the vicinity of

Two Star PP due to contribution of fault current from it.

+!+ The dynamic stability analysis of proposed s cherne of interconnection h as be en

carried out. The stability has been tested for the worst cases, i.e. three phase fault

right on the 132 kV bus bar of Two Star PP substation followed by the final trip of

132/11 kV transformer emanating from th is substation has been performed for

fault clearing of 5 cycles (100 ms), as understood to be the normal fault clearing

time of 132 kV protection system. Also the extreme worst case ofstuck breaker

(breaker failure) has been studied where the fault cI earing time i s as sumed 9

cycles i.e. 180 111 S for single phase fault. The stability a f system for far end faults

of 3-phase occurring at Kamalia 132 kV bus bar and also stuck breaker faults of 1-

phase occurring at Kamalia 132 kV bus bar has been checked.

iJfI1 1111l!. 18

,.,~ POWER PLANNERS INTERNATIONAL PAGE 3 OF 29

ContentsINTERCONNECTION STUDY J

Power Planners International 11. Introduction 6

1.1 Background , 6J .2 Objectives 6I.3 Planning Criteria 7

2. Assumptions ofData .." ..,..,"', , , , 82.1 Two StarPP Data " 82.2 Network data 8

3. Study Approach and Methodology 93.1 Understanding of the Problem , 93.2 Approach to the problem , , 9

4. Development of Scheme of Interconnection 1J4.1 The Existing and Ongoing Network 114.2 The Scheme ofInterconnection of Two Star PP 11

5. Detailed Load Flow Studies 125.1 Peak Load Case January 2019 ,""', ..,..,", .., , 12

5.1.1 Without Two Star Power Plant 125.1.2 With Two Star Power Plant 12

5.2 Peak Load Case 2019: Summer Scenario 135.3 Peak Load Case 2021: Extended Term Scenario 145.4 Conclusion of Load Flow Analysis 15

6. Short Circuit Analysis 166.1 Methodology and Assumptions 166.2 Fault Current Calculations without Two Star PP Year 2019 166.3 Fault Current Calculations with Two Star PP Year 2019 176.4 Fault Current Calculations with Two Star PP Year 2021 186.5 Conclusion of Short Circuit Analysis 20

7. Dynamic Stability Analysis 217.1 Assumptions & Methodology 21

7.1.1 Dynamic Models 217.1.2 System Conditions 217.1.3 Presentation ofResults 217.1.4 Worst Fault Cases , , " 22

7.2 Dynamic Stability Simulations' Results with Two Star PP interconnected _January 2019 22

7.2.1 Fault at 132 kV Two Star PP 227.2.2 Fault at 132kV Two Star PP (Stuck Breaker) 237.2.3 Fault at Kamalia 132 kV 247.2.4 Fault at Kamalia 132 kV (Stuck Breaker) 26

7.3 Conclusion of Dynamic Stability Analysis 278. Conclusions ,., 28

iJl1li ..• IllI

",;:'"POWER PLANNERS INTERNATIONAL PAGE 4 OF 29

Appendices

Appendix -A: Generation, Transmission Plan and Load Forecast for Chapter - 4

Appendix -B: Map & Sketches for Chapter - 4

Appendix -C: Plotted Results of Load Flow for Chapter - 5

Appendix -D: Plotted Results of Short Circuit for Chapter - 6

Appendix -E: Plotted Results of Stability Analysis for Chapter -7

Appendix -F: Generator, Transformer and Dynamic Data

(C;III ,.111. III

,.,-: POWER PLANNERS INTERNATIONAL PAGE 5 OF 29

1. INTRODUCTION

1.1 BackgroundTwo Star Energy (Private) Limited is a Cogeneration power plant near K amalia in

District T oba Tek S ingb embedded i 11 t he di stribution network of FE seo. The

electricity generated from this project would be supplied to the grid system ofFESCO

through 132 kV grids available in the vi cinity of this project. A general idea 0 fthe

location of plant and grid stations in its vicinity can be viewed in sketch-I attached in

Appendix ~B.

Two Star PP aims to install 49.8 MW units and go for high pressure cogeneration in

the sugar mill with the aim of exporting 33 MW power to the grid during the crushing

season and 45.3 MW after it, depending on the availability of bagasse. The project is

expected to start commercial operation by September 2018. The electricity generated

from this project would be suppIied to the grid system 0 f FEseo through 132 kV

grids, as that of Karnalia, available in the vicinity of this project. The location of Two

Star PP can be seen in sketch-2 attached in Appendix - B.

1.2 ObjectivesThe overall objective of the Study is to evolve an interconnection scheme between

Two Star Power Project and FESCO network, for stable and reliable evacuation of

49.8 MW of electrical power generated from this pi ant, fulfilling N -1 reliability

criteria. The specific objectives of this report are:

• To develop scheme of interconnections at 132 kV for which right of way

(ROW) and space at the terminal substations would be available.

• To determine the performance 0 f interconnection scheme during steady

state conditions of system, nor mal and N -1 contingency. through load-

flow analysis.

• To check if the contribution of fault current from the plant unit increases

the fault levels at the adjoining substations at 132 kV voltage levels to be

within the rating of equipment of these substations, and also determine

((;•.. ."'~ POWER PLANNERS INTERNATIONAL PAGE 6 OF 29

the short circuit ratings of the proposed equipment of the substation at

Two Star PP.

• To check if the interconnection withstands dynamic stability criteria of

post fault recovery with good damping.

1.3 Planning CriteriaThe pI arming criteria required to be fulfilled by t he pr oposed interconnection is as

follows:

Steady State:

Voltage ± 5 %, Normal Operating Condition

± 10 %, Contingency Conditions

50 Hz Nominal

49.8 Hz to 50.2 Hz variation in steady state

49.4 - 50.5Hz, MinIMax Contingency Freq. Band

0.8 Lagging; 0.9 Leading

Frequency

Power Factor

Short Circuit:

132 IcV Substation Equipment Rating 3] .5 kA or 40 kA

Dynamic/Transien t:

The system should revert ba ck t 0 nor mal condition a fter dying out of transients

without losing synchronism with good damping

a) Permanent three-phase fault on any primary transmission element; including:

transmission circuit, substation bus section, transformer or circuit breaker. It is

assumed that such a fault shall b e c1 eared b y t he as sociated circuit breakeraction in 5 cycles.

b) Failure 0 f a ci rcuit breaker to cl ear a fault ("Stuck Breaker" condition) in 9cycles after fault initiation,

#or;,. ..1!l ..

;;,~ POWER PLANNERS INTERNATIONAL PAGE 7 OF 29

2. ASSUMPTIONS OF DATA

The number of new generating u nits at Two St ar PP wi Il be two. As per the data

provided by the client following data has been modeled:

2.1 Two Star PP Data

Installed capacity of power plant = 2 x 24.9 = 49.8 MW

Net Capacity of power plant =49.8MW

Power factor = 0.80 lagging, 0.95 leading

Lump sum MVA capacity = 2 x 31.25 MVA = 62.5 MVA

Inertia Constant = 2.6420 MW-secIMVA

Generating Voltage = 11 kV

Transformer Rating =50MVA

2.2 Network dataThe 132 k V ne twork in t he a rea ne ar Two S tar Power Project are ass hown in

Sketches in Appendix-B. The latest Generation Expansion Plan and Load Forecast of

NTDC has been used as shown in Appendix-A. The network ofFESCO in the vicinity

of Two St ar PP was verified during a visit held on 21st December 2016 by P PI

engineers.

(i).. lito

'" If!

i"~ POWER PLANNERS INTERNATIONAL PAGE 8 OF 29

3. STUDY APPI{OACH AND METHODOLOGY

3.1 Understanding of the ProblemTwo Star Energy (Private) Limited would Iike to go for hi gh pressure cogeneration

with the aim of exporting a maximum of 45.3 MW supply to the grid during the Off-

Season and 33 MW in Crushing Season. The site of proposed project is located at a

distance of about 7 krn from the 132 IcVKamaJia GIS. The proposed Power Project is

going to be embedded in the transmission network of FESCO through this ne arest

available 132 IcVnetwork.

The adequacy of FESCO network of 132 IcV ill and around the proposed site of Two

Star PP has been investigated in this study for absorbing and transmitting this power

fulfilling the reliability criteria.

3.2 Approach to the problemThe following approach has been applied to the problem:

• Month of January 201 9 has been s elected for the study because it represents

the maximum thermal dispatch conditions during the crushing season after the

COD, September 2018, of Two Star PP. Thus, lines in the vicinity ofthis plant

will be 10 aded to th e maximum extent, allowing us to ju dge th e complete

impact of the plant on the transmission system in its vicinity.

• The month of September 201 9, has al so been completely an alyzed for the

system, considering maximum hydel dispatches.

• Load flow and short circuit studies have also been performed for September

2021 to see the performance of the proposed plant in extended term scenario.

• Interconnection scheme without any physical constraints, like right of way 01'

availability of space in the terminal substations, have been identified.

• Perform technical system studies for peak load conditions to confirm technical

feasibility of the interconnections. The scheme will be subjected to standard

analysis like load flow, short circuit, and transient stability study to check the

strength of t he 111 achines a nd t he pr oposed i nterconnection scheme under

disturbed conditions.

~~.. Ell

"" lIP

;-;,,(POWER PLANNERS INTERNATIONAL PAGE 9 OF 29

• Determine t he relevant equipment f or t he pr oposed technically feasible

scheme.

• Recommend the technically most feasible scheme of interconnection.

(i.,.ll\\ 1!JI

,.,~ POWER PLANNERS INTERNATIONAL PAGE 10 OF 29,

4. DEVELOPMENT OF SCHEME OF

INTERCONNECTION

4.1 The Existing and Ongoing Network

The existing 132 kv network available around Two Star PP. The network around the

proposed location of Two Star PP is shown in Sketch-I in Appendix-B.

Two Star PP is in District Toba Tek Singh embedded in the distribution network of

FESCO. Network i s be ing f ed from the sources substation of ToT. Singh-New

220/132 kV and KassowaI 220/132 tv.

These are multiple feeding points in the vicinity which provides reliability and voltage

support tot he system 0 All these substations PI'ovide a strong 220 leV and 500 kV

network around the proposed plant. A strong system helps in stable operation of a

power plant.

4.2 The Scheme of Interconnection of Two Star PP

Keeping in view of the above mentioned 132 kV network available in the vicinity of

the site of the Two StarPP, the most feasible interconnection scheme would be 132

kV double circuit to Kamalia grid station from t he pr oposed Two St ar PP . The

distance would be 7 km long us ing Lynx Conductor ass hown i n Sketch-2 i n

Appendix-B. The network of Two Star PP has been modeled at 132 kV and 11 kV.

(C;/JJI ..1& J!l!I

'0';:'" POWER PLANNERS INTERNATIONAL PAGE 11 OF29

5. DETAILED LOAD FLOW STUDIES

The base cases have been developed for the peak conditions of January 2019 using the

network data of NTDC and FESCO available with PPJ. The peak loads of the year

2019 fa I' FESCO h ave been modeled as p er t he latest P MS Demand forecast as

provided by NTDC. Detailed load flow studies ha ve been carried 0 ut for J anuary

2019, September 2019 and future case September 2021.

5.1 Peak Load Case January 2019The peak load case in January 2019 has be en studied in detail for the conditions 0 f

without and with Two Star PP.

5.1.1 Without Two Star Power Plant

The results of load flow analysis without Two Star PP have been plotted under normal

conditions in Exhibit 0.0 inA ppendix-C. The power flows 0 n t he circuits ar e seen

well within the rated capacities and the voltages on t he bus bars are also within the

permissible operating range of ± 5 % off the nominal. We find no capacity constraints

on 132 k'V circuits under normal conditions i.e. without any outages of circuits.

N-I contingency analysis has been carried out and the plotted results are attached in

Appendix - C as follows:

Exhibit 0.1

Exhibit 0.2

Exhibit 0.3

Exhibit 0.4

Exhibit 0.5

Chicha Watni to Kamalia 132kV Single Circuit Out

Kamalia to Mureed-Wala 132kV Single Circuit Out

T.T Singh New to Mureed-Wala 132kV Single Circuit Out

T.T Singh New to T.T Singh 132kV Single Circuit Out

Kassowal to Chicha Watni 132kV Single Circuit Out

5.1.2 With Two Star Power Plant

The scenario 0 f Two St ar PP after t he COD 0 f t he plant when it starts exporting

33MW during crushing season to the FESCO network has been studied. The results of

load flows with Two Star PP under normal conditions have been plotted in Exhibit 1.0

in Appendix-C.

L.iJ.. ...1ll .,

;-;,~ POWER PLANNERS INTERNATIONAL PAGE 12 OF 29

The p ower flows ant he ci rcu its are seen well with in the rated capacities an d the

voltages on the bus bars are also within the permissible operating range of ± 5 % off

the nom inal, We find no capacity constraints on 132 kV circuits under nor mal

conditions i.e. without any outages of circuits.

N-l contingency analysis has been carried 0ut and the P lotted results are attached in


Exhibit 1.1

Exhibit 1.2

Exhibit 1.3

Exhibit 1.4

Exhibit 1.5

Exhibit 1.6

Exhibit 1.7

Two Star-PP 132/11 KV Single Transformer Out

Two Star-PP to Kamalia 132kV Single Circuit Out


Kamalia to Mureed-Wala 132kV Single Circuit Out




We find that power flows on the circuits are seen well within the rated capacities and

the voltages on the bus bars are also within the permissible operating range of ± 10 %

off the nom inal for contingency conditions' criteria. We find no capacity constraints

on 132 kV circuits under normal and contingency conditions.

5.2 Peal" Load Case 2019: Summer ScenarioThe scenario of Two Star PP during the summer season, for the month of September

with rna ximum h ydel dispatches, has been studied. The results of load flows with

Two Star PP under normal conditions have been plotted in Exhibit 2.0 in Appendix-C.

The p ower flows 0 n the ci rcuits are seen well within the rated capacities an d the


the nom inal. We find no capacity constraints on 132 leV circuits under nor mal

conditions i.e. without any outages of circuits.

N-l contingency analysis has been carried out and the plotted results are attached in


Exhibit-2.1 Two Star-PP 132/11 KV Single Transformer Out

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;;1::" POWER PLANNERS INTERNATIONAL PAGE 13 OF 29

Exhibit 2.2

Exhibit 2.3

Exhibit 2.4

Exhibit 2.5

Exhibit 2.6

Exhibit 2.7

Two Star-Pl? to Kamalia 132kV Single Circuit Out


Mureed-Wala to Kamalia 132kV Single Circuit Out




We find that power flows on the circuits are seen well within the rated capacities and

the voltages on the bus bars are also within the permissible operating range of ± 10 %

off the 110m ina! for contingency conditions' criteria. We find no capacity constraints

on 132 kV circuits under normal and contingency conditions.

5.3 Peal{ Load Case 2021: Extended Term ScenarioWe have also studied the future scenario of September 2021 to assess the impact of

the plant in the extended term of its installation as per NTDC requirement.

Exhibit 3.0 shows the normal case of2021 of the region with Two Star PP. The total

45.3 MW of electrical power will be supplied to the national grid from Two Star PP.

The p ower flows 011 the ci rcuits are seen well within the rated capacities an d the


the nominal.

We find no capacity constraints on 132 kV circuits unde r nor mal conditions i .e.

without any outages of circuits.

N-l contingency analysis has been carried out and the plotted results are attached in


Exhibit-3.1

Exhibit 3.2

Exhibit 3.3

Exhibit 3.4

Exhibit 3.5

Exhibit 3.6

Exhibit 3.7

Two Star-PP 132/11 KV Single Transformer Out

Two Star-Pf to Kamalia 132kV Single Circuit Out

Kamalia to Chicha Watni 132kV Single Circuit Out

Mureed-Wala to Karnalia 132kV Single Circuit Out




;f3ii~}",;; POWER PLANNERS INTERNATIONAL PAGE 14 OF 29

The power flows on t he circuits are s een well within th e rated capacities and th e

voltages on the bus bars are also within the permissible operating range of ± ]0 % off

the nominal for contingency conditions' criteria.

We find t hat there are no capacity constraints j n the pr oposed connectivity scheme

even in the up-coming years i.e. 2021.

5.4 Conclusion of Load Flow AnalysisFrom t he analysis di scussed above, we conclude t hat the proposed interconnection

scheme is adequate to evacuate the maximum 45.3 MW spillover power of Two Star

pp under normal and contingency conditions.

It was found that in 2019 all the contingency cases the surrounding circuits remain

within the rated capacity. Also the bus bar voltages were well within the permissible

limits in all the contingency events.

The scenario of September 2019 and 2021 was also evaluated and found to be stable

under normal and contingency cases.

Load Flow analysis indicates that power distribution is in local grids therefore losses

are r educed and vol tage are improved. Beside t his, it aI so h as an advantage that

demand from NTDC to FESCO will decrease as local generation is available.

~.....m. .,

l"~ POWER PLANNERS INTERNATIONAL PAGE 15 OF 29

6. SHORT CIRCUIT ANALYSIS

6.1 Methodology and AssumptionsThe methodology 0 f IEC 909 ha s be en applied ina II short circuit analyses in this

report for which provision is available in the PSS/E software used for these studies.

The m aximum fault cu rrents have been calculated with the following assumptions

under IEC 909:

• Set tap ratios to unity

• Set line charging to zero

• Set shunts to zero in positive sequence

• Desired voltage magnitude at bus bars set equal to 1.10 p.n i.e. 10 % higher

than nom inal, which is the maximum permissible voltage under contingency

condition.

For evaluation of maximum short circuit levels we have assumed contribution in the

fault currents from all the installed generation capacity of hyde I, thermal and nuclear

plants in the system in the years 2019 and 2021 i.e. all the generating units have been

assumed on-bar in fault calculation's simulations.

The a ssumptions a bout t he generator a nd t he transformers data ar e t he s arne as

mentioned in Chapter.Z of this report.

6.2 Fault Current Calculations without Two Star PP Year2019

In order to assess the short circuit strength of the network of 132 kV without Two Star

PP for FESCO in the vicinity of the site of the Plant near Kamalia, fault currents have

been calculated for balanced three-phase and unbalanced single-phase short circuit

conditions in the year 2 019. These levels w ill give us th e id ea 0 fth e fault Ievels

without Two Star PP and Iater on how much the contribution of fault current from

Two Star PP may add to the existing levels. The results are attached in Appendix - D.

The short circuit levels have been calculated and plotted on the bus bars of 132 kV of

substations lying in the electrical vicinity of our area of interest and are shown plotted

in the Exhibit 4.0 attached j n Appendix-D. Both 3 -phase and I -phase fault currents

""~., ... If

i:,::- POWER PLANNERS INTERNATIONAL PAGE 16 OF 29

are indicated in the Exhibit 4.0 which are given in polar coordinates i.e. the magnitude

and the angle ofthe current. The total fault currents are shown below the bus bar.

The tabular output of the short circuit calculations is also attached in Appendix-D for

the 132 IcV and II leV bus bars of our interest. The total maximum fault currents for

3-phase and I -phase short circuit at th ese s ubstations are summarized in Table 6.1.

We see that the maximum fault currents do not exceed the short circuit ratings of the

equipment a t these 13 2 leV substations which nor mally are 31.5 k A for 01 del'

substations and 40 kA for new substations.

Table-6.1Maximum Short Circuit Levels without Two Star PP

3-Phase fault current,Substation L-Phase fault current, kA

kA

Kamalia 132kV 11.12 7.32

Kamalia llkV 17.17 17.90

Mureedwala 132kV 13.73 9.40

Mureedwala llkV 17.50 18.13

Chicha Watni 132kV 17.07 11.79

Chicha Watni llkV 17.93 18.44

C. Rajana 132kV 6.90 4.49

Mamun Kanjan 132kV 6.39 4.15

Manjla Bagh 132kV 4.60 2.95

T.T Singh-N 132kV 25.96 22.35

T.T Singh 132kV 8.14 5.81

Kassowal132kV 18.52 13.57

6.3 Fault Current Calculations with Two Star PP Year2019

Fault currents ha ve be en calculated for t he electrical interconnection a f pr oposed

scheme. Fault types applied are three phase and single-phase at the 132 IcV bus bar of

Two St ar PP itself a nd ot her bus bars of the 132 kV and 11 IcV substations i11 the

electrical vicinity of Two Star PP. The graphic results are shown in Exhibit 4.1.

(i...WI ..

,.,~ POWER PLANNERS INTERNATIONAL PAGE 17 OF 29

The tabulated results ofs hart circuit analysis s hawing a II t he fault current

contributions with short circuit impedances on 132 kV bus bars of the network in the

electrical vicinity of Two Star PP and the 132 kV bus bars of Two Star PP itself are

placed in Appendix-D. Brief summary of fault currents at significant bus bars of our

interest are tabulated in Table 6.2

Table-6.2Maximum Short Circuit Levels with Two Star PP

3-Phase fault current,L-Phase fault current, kASubstation

I{A_

Two Star PP 132kV 10.44 9.10

Two Star PP llkV 53.39 36.08

Kamalia 132kV 12.19 10.06




Chicha Watni 132kV 17.68 12.98

Chicha Watni llkV 17.93 18.42

C. Rajana 132kV 6.96 4.60



T.T Singb-N 132kV 26.19 22.64

T.T Singh 132kV 8.15 5.81


6.4 Fault Current Calculations with Two Star PP Year2021

Fault currents have been evaluated for the peak case of 2021 in order to observe the

maximum fault current on Two Star PP and the bus bars in its vicinity considering the

future additions in the system. Fault types applied are three phase and single-phase at

132 kV bus bars of Two Star PP itselfandotherbus bars of the 132kV and llkV

substations in th e electrical vicinity 0 f Two St ar pp, The graphic results showing

maximum 3-phase and I-phase fault levels are indicated in Exhibit 4.2. Both 3-phase

and 1 -phase fault currents are indicated in the Exhibit 4.2 which are given in pol at"

iJ......."'~ POWER PLANNERS INTERNATIONAL PAGE 18 OF 29

coordinates i.c. the magnitude and the angle of the current. The total fault currents are

shown below the bus bar.

The tabulated results of short circuit analysis showing all the fault current contributions

with short circuit impedances on J 32 kV bus bars of the network in the electrical vicinity

of Two Star PP are placed in Appendix-D. Briefsummary of fault currents at significant

bus bars of our interest are tabulated in Table 6.3

Table-6.3Maximum Short Circuit Levels with Two Star PP

Substation3-Phase fault current,

L-Phase fault current, kAkA

Two Star PP 132kV 10.69 9.34

Two Star PP nuv 54.61 36.83

Kamalia 132kV 12.52 10.38




Chich a Watni 132kV 18.59 14.34

Chich a Watni llkV 18.05 18.53

C. Rajana 132kV 7.08 4.66



T.T Singh-N 132kV 27.93 23.90

T.T Singh 132kV 12.95 9.33


IJ

u

Comparison of Tables 6.1, 6.2 and 6.3 shows an increase ins hort ci rcuit levels fo r

three-phase and single-phase faults due to connection of Two Star PP 011 the 132 leV

bus ba I"S in its vi cinity; and a rise on Kamalia 132 kV bus ba rs because 0 f direct

connection with Two Star PP. We find that even after some increase, these fault levels

are much be low t he rated short circuit va lues of the equipment installed on these

substations .

.§'am,~ ..

I"~ POWER PLANNERS INTERNATIONAL PAGE 19 OF 29

For Two Star PP 132 k.V standard size switchgear of short circuit rating of 40 kA has

already been proposed. It would provide large margin for any future increase in short

circuit Ievels due to future generation a dditions and ne twork reinforcements in this

area.

6.S Conclusion of Short Circuit AnalysisThe s hart circuit analysis results show that f or t he proposed . scheme 0 f

interconnection of Two Star PP with Kamalia 132 leV Substation, we don't find any

problem of violations of short circuit ratings of the already installed equipment on the

132 kV equipment of substations in the vicinity of Two Star PP due to fault current

contributions from this power house under three-phase faults as well as single phase

faults.

The short circuit level ofth e Two Star PP 132 kV is 10.69 leA and 9.34 kA for 3-

phase and I-phase faults respectively in the year 2021. Therefore industry standard

switchgear of the short circuit rating of 40 kA would serve the purpose as per NTDC

requirement taking care of any future generation additions and system reinforcements

in its electrical vicinity.

if~\e'}.,..!POWER PLANNERS INTERNATIONAL PAGE 20 OF 29

7. DYNAMIC STABILITY ANALYSIS

7.1 Assumptions & Methodology

7.1.1 Dynamic Models

The assumptions about the generator and its parameters are the same as mentioned in

Chapter.2 of this report.

We have employed the generic dynamic models available in the PSS/E 1110del library

for dynamic modeling of the generator, exciter and the governor as follows;

Generator

Excitation System

Speed Governing System

Inertia Constant

GENROU

IEEET1

TGOVl

H = 2.6420 MW-secIMVA

7.1.2 System Conditions

Month of January 2019 has been selected for the study because it represents the peak

load season a fter the COD of Two S tar Power Project and thus t he loading on t he

lines in the vicinity of Two Star PP will be maximum allowing us to judge the full

impact of the plant.

The proposed Two Star PP has been modeled in the dynamic simulation as per data

provided by client.

All the power plants of WAPDAlNTDC from Tarbela to Hub have been dynamically

represented in the simulation model.

7.1.3 Presentation of Results

The plotted results of the simulations runs are placed in Appendix-E. Each simulation

is run for its first one second for the steady state conditions of the system prior to fault

or disturbance. This is to establish the pre fault/disturbance conditions of the network

under study were smooth and steady. Post fault recovery has been monitored for nine

seconds. Usually all the transients due to non-linearity die out within 2-3 seconds after

disturbance is cleared in the system.

ij... ...1IIlI. IJI

J"~ POWER PLANNERS INTERNATIONAL PAGE 21 OF 29

7.1.4 Worst Fault Cases

Three phase faults ar e considered as the worst disturbance in the system. We have

considered 3-phase fault in the closest vicinity of Two Star PP i.e. right at the 132 kV

bus bar of Two Star PP substation, cleared in 5 cycles, as normal clearing time for] 32

kV i.e. I.00 ms, followed by a permanent t rip of a 132/11 kV single transformer

emanating from th is substation. Also to fulfil the Grid Code criteria case 0 f stuck

breaker ( breaker failure) single phase fault has also be en studied where the fault

clearing time is assumed 9 cycles i.e. 180 ms.

7.2 Dynamic Stability Simulations' Results with Two StarPP interconnected - January 2019

7.2.1 Fault at 132 kV'I\vo Star PP

We applied three-phase fault on Two Star PP 132 kV bus bar, cleared fault in 5 cycles

(l00 ms) followed by trip of a 132/11 kV one transformer of Two Star PP substations.

We monitored di fferent qua ntities f or one second pr e-fault an d 11 inc cycles after

clearance of fault (post-fault) conditions and plotted the results attached in Appendix

- E and discussed as follows:

Fig. 1.1 Bus Voltages

The bus vol tages of 132 kV bus ba rs of Two S tar P P, Kamalia, Chicha W atni,

Mureedwala, C. R ajana and T.T. Singh-New are plotted. The results show qui ck

recovery of the voltages after clearing of fault.

Fig. 1.2 Frequency

We see the system frequency recovers back to normal quickly after fault clearance,

Fig. 1.3 MW /MVAR Output of Generators of Two Star PP

The MW IMVAR output of Two Star PP gets back to the pre-fault output quickly after

fast damping of the oscillations in its output.

(f)'" .III ..

,.,": POWER PLANNERS INTERNATIONAL PAGE 22 OF 29

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circuit between Two Star PP and Kamalia. This causes significant loading on the Two

Star PP to Karnalia 132 leV second circuit. We plotted the flows ofMW and MVAR

on this intact circuit and see that the power flows on this circuit attains to steady state

level with power swings damping down fast.

Fig. 4.6 Rotor Angles

The rotor angles of the generators of Two Star PP, Kashmir-Pi', Hunza-Pi', Liberty-

PP and Chashmah 132 leV are plotted relative to machines at Guddu New 500 kV .

The results show that the rotor angle of Two Star PP gets back after the first swing

and damps down quickly. Similarly the rotor angles of other machines swing little

after the fault and damp fast after clearing of fault. The system is strongly stable and

very strong in damping the post fault oscillations.

7.3 Conclusion of Dynamic Stability AnalysisThe results of dynamic stability carried out for] anuary 2019 show that the system is

very strong and stable for the proposed scheme for the severest possible faults of 132

IcV systems near to and far of Two Star PP under all events of disturbances. Therefore

there is no problem of dynamic stability for interconnection of Two Star PP; it fulfills

all the criteria of dynamic stability.

(i• •• •I'I~ POWER PLANNERS INTERNATIONAL PAGE 27 OF 29

8. CONCLUSIONS

.:. The study objective, a pprcach and methodology have been described and the

plant's data received from the Client is validated .

•:. The nearest grid facility is the 132 kV substations of Kamali a. It lies at about 7 km

from the site of Two Star PP .

•:. Due tot he location of Two St ar PP , the most feasible interconnection scheme

would be 7 km 132 leV double circuit to Kamalia grid station from the proposed

Two Star P P 011 Lynx conductor. T he up -coming chapters di scuss in de tail the

location and interconnection of the Two Star PP. A few approximate sketches are

shown in Appendix-B.

.:. The proposed scheme will require two breaker bays of 132 kV at Two Star PP to

connect with the 132 kV circuits each from Kamalia GIS .

•:. In vi ew of pl anned COD, of t he Two St ar PP in September 2018 , t he above

proposed interconnection scheme ha s been assessed for steady state conditions

through detailed load flow studies, short circuit analysis and stability criterion for

January 201 9 for maximum th ermal power dispatches in th e grid during winter

which is the crushing season .

•:. Steady state analysis by load flows, short circuit and stability criterion reveals that

proposed scheme is adequate to export 45.3 MW output of the plant under normal

and' contingency conditions .

•:. Since the plant operates during summer as well, the high-water season, its detail

analysis has also been carried out for September 2019 .

•:. In an extended term scenario, September 2021 has been studied to evaluate the

performance 0 f t he proposed interconnection s cherne. The system conditions of

normal and N -1 contingency ha ve been examined for a 11scenarios to me et th e

reliability criteria. Along with it, short circuit and dynamic stability analysis have

been carried out for a complete check of the system .

•:. Load F low analysis in dicates th at power distribution is in local grids therefore

losses are reduced and voltage are improved. Beside this it also has an advantage

that demand [1'0111 NTDC to FESCO will decrease as local generation is avai lable.

((;..IU ,.,

"'~ POWER PLANNERS INTERNATIONAL PAGE 28 OF 29

.:. The short circuit level of the Two Star Power Project 132 leV is 10.691cA and 9.34

kA fa r 3 -phase a nd J -phase faults r espectively for t he year 2 02]. Therefore

industry standard switchgear of the short circuit rating of 40 kA would be fine to

be installed at 132 leV switchyard of Two Star Power Project taking care of any

future generation additions and system reinforcements in its electrical vicinity and

also fulfill the NEPRA Grid Code requirements specified for 132 kV switchgears.

There are no vi olations of exceeding the rating of the equipment in the vi cinity of

Two Star PP due to contribution of fault current from it.

+!+ The dynamic stability analysis of proposed scheme of interconnection h as be en

carried out. The stability has been tested for the worst cases, i.e. three phase fault

right on the 132 kV bus bar of Two Star PP substation followed by the final trip of

132/11 kV transformer emanating from this substation ha s be en pe rforrned for

fault clearing of 5 cycles (100 ms), as understood to be the normal fault clearing

time of 132 IcV protection system. Also the extreme worst case of stuck breaker

(breaker failure) h as been studied where t he fault cl earing time i s as sumed 9

cycles i.e. 180 m s for single phase fault. The stability of system for far end faults

aD-phase occurring at Kamalia 132 kV bus bar and also stuck breaker faults of 1-

phase occurring at Kamalia 132 kV bus bar has been checked.

(f;., D1!l ..

,.,':i POWER PLANNERS INTERNATIONAL PAGE 29 OF 29

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TWO STAR ENERGY (PVT.) LIMITED

Installation of 49.8 MW Co-Generation Power PlantAt Toba-Chichawatni Road, Tehsil Kamalia,

District Toba Tek Singh.

INITIAL ENVIRONIVIENT EXAMINATION(lEE) REPORT

JANUARY 2016

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f ~ ii TWO STAR ENERGY (PVT.) LIMITED[

I i Installation of 49.8 MW Co-Generation Power Plant

i At Toba-Chichawatni Road, Tehsil Kamalia,

iDistrict Toba Tek Singh.

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ijINITIAL ENVIRONMENT EXAMINATIOhJ

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i JANUARY 2016i·i . ·,,·n:, \-,V.S INTEGRATED ENVIRONMENT CONSULTANTS

iJ ~.:) 2" Floor, Office # 11, Anwar Tower, 99-Shadman. Lahore, Pakistan~I.'~ E-mail: [email protected] Tel: + 92 042 3596 0091

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Two Star Energy (Pvt.) Limited (TSEPL)Initial Environmental Examination (lEE)Report

TABLE OF CONTENTS

Page

EXECUTIVE SUMMARY

1 INTRODUCTION 11.1 IMPORTANCE & BACKGROUND OF PROJECT 11.2 OBJECTIVES OF THE PROJECT 11.3 PURPOSE OF REPORT 21.4 IDENTIFICATION OF PROJECT PROPONENT 21.5 CONSULTANTS PREPARING ENVIRONMENTAL REPORT 21.6 NEED OF THE EIA STUDy 21.7 OBJECTIVE OF THE REPORT 31.8 EXTENT OF THE STUDY " , , 31.9 METHODOLOGY ", ", " " .. , ,.." ,', .." , ,' " .. 41.10 SCOPE OF THE STUDY ,., 61.11 PERSONS PERFORMING THE STUDY (TEAM MEMBERS) 61.12 PROJECT CLASSIFICATION 81.13 BRIEF DESCRIPTION OF NATURE, SIZE AND LOCATION OF PROJECT 8

1.13.1 Location , " , , 81.13.2 Nature & Size of the Project ' .., , , , 8

1.14 THE REPORT STRUCTURE , , , , 8

2 NATIONAL ENVIRONMENTAL POLICY, LEGAL AND ADMINISTRATIVEFRAMEWORK 112.1 GENERAL , , , , , 112.2 NATIONAL POLICY FRAMEWORK 11

2.2.1 National Conservation Strategy , , ,.." " " , , 112.2.2 National Environment Policy 2005 112.2,3 The National Forest Policy 2001 of Pakistan 12

2.3 PUNJAB ENVIRONMENTAL PROTECTION ACT (PEPA), 2012 ANDADMINISTRATIVE FRAMEWORK , , " , 132.3.1 General , 13

2.4 PAKISTAN ENVIRONMENTAL PROTECTION AGENCY REGULATIONS,2000 FOR REVIEW OF INITIAL ENVIRONMENTAL EXAMINATION(IEE)/ENVIRONMENTAL IMPACT ASSESSMENT (EIA) 14

2.5 PAKISTAN ENVIRONMENTAL IMPACT ASSESSMENT PROCEDURES 142.6 GUIDELINES FOR PUBLIC CONSULTATION 152.7 PUNJAB ENVIRONMENTAL QUALITY STANDARDS (PEQS)-2016, 15

2.7.1 Punjab Environmental Quality Standards for Ambient Air- 2016 152.7.2 Punjab Standards for Drinking Water Quality - August, 2016 , 172.7.3 Punjab Environmental Quality Standards for Noise - August, 2016 .. 18

2.8 NATIONAL RESETTLEMENT POLICY AND ORDINANCE 192.9 OTHER ENVIRONMENT RELATED STATUTES ,,' 20

2.9.1 The Land Acquisition Act (LM), 1894 " 202.9.2 Pakistan Explosives Act, 1884 202.9.3 The Forest Act, 1927 , , , " , , ,', ,', 202.9.4 Pakistan Penal Code, 1860 " " " 202.9.5 Provincial Wildlife Act, 1974 " .." 20

2.10 INTERNATIONAL AND NATIONAL NON-GOVERNMENTALORGANIZATIONS , , " " ,., , , 20

2,11 PROVINCIAL LOCAL GOVERNMENT ORDINANCES, 2001 212.12 PUNJAB INDUSTRIAL RELATIONS BILL 2010 21

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Two Star Energy (Pvt.) Limited (TSEPL)Initial Environmental Examination (lEE) Report

2.13 INDUSTRIAL RELATIONS ORDINANCE 2011 PROMULGATION 212.14 NATIONAL ELECTRIC POWER REGULATORY AUTHORITY ACT 1997 212.15 LAND USE 22

3 DESCRIPTION OF THE PROJECT 233.1 GENERAL 233.2 TYPE AND CATEGORY OF THE PROJECT 233.3 OBJECTIVE OF THE PROJECT. 233.4 LAND USE ON THE SITE 243.5 VEGETATION FEATURES OF THE SITE 243.6 COST AND MAGNITUDE OF OPERATION 253.7 SCHEDULE OF IMPLEMENTATION 253.8 DESCRIPTION OF THE PROJECT (PROCESS FLOW CHART/STEPS) 253.9 CONSTRUCTION ASPECTS & OPERATIONAL ARRANGEMENTS 26

3.9.1 Construction Materials 263.9.2 Construction Camps 273.9.3 Work Force and Work Machinery 27

3.10 GOVERNMENT APPROVALS AND LEASES REQUIRED BY PROJECT 283.11 COGENERATION PROPOSAL.. 283.12 LAND & BUILDING REQUIREMENTS 293.13 PLANT AND MACHINERY 29

3.13.1 Boiler 293.13.2 Turbine Generator , 293.13.3 Bagasse Handling System: 303.13.4 Ash Handling System 303.13.5 Water Treatment System 303.13.6 Cooling Tower 303.13.7 EOT Crane 313.13.8 Compressed Air System 313.13.9 Thermallnsulation 313.13.10 Personal Protection 313.13.11 Ventilation and Air Conditioning System 31

4 DESCRIPTION OF ENVIRONMENT 324.1 INTRODUCTION 32

4.1.1 Desk Studies 324.1.2 Site Visits 32

4.2 PHYSICAL ENVIRONMENT 324.2.1 Topography 324.2.2 Soils 354.2.3 Seismology , 374.2.4 Meteorology and Climatology 38

4.3 BASELINE ENVIRONMENTAL DATA. 404.3.1 Noise Levels 404.3.2 Air Quality 41

4.4 ECOLOGICAL RESOURCES/BIODIVERSITY 424.4.1 Fauna 424.4.2 Flora 44

4.5 AGRICULTURAL : 444.6 EXISTING SOCIO- ECONOMIC CONDITIONS 44

4.6.1 Demographic information 444.6.2 Socioeconomic and health indicators 45

4.7 QUALITY OF LIFE VALUES 474.7.1 Health of the Project Area 474.7.2 Employment Sources in the Project Study Area 47

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4.7.3 Basic Facilities Available In the Study Area 474.7.4 Educationallnstitute 474.7.5 Cultural and Aesthetic Values 47

5 ENVIRONMENTAL IMPACTS DUE TO PROJECT & MITIGATION MEASURES 495.1 METHODOLOGY FOR ANTICIPATING ENVIRONMENTAL IMPACTS 495.2 ENVIRONMENTAL IMPACTS ASSESSMENT DURING CONSTRUCTION

PHASE 495.2.1 Soil Erosion , 495.2.2 Air Quality 515.2.3 Groundwater 535.2.4 Solid Waste 535.2.5 Noise Impact 545.2.6 Fire Risk 555.2.7 Ecological Impacts 56

5.2.7.1 Terrestrial Systems : , , 565.2,7.2 Fauna and Flora 56

5.2.8 Impacts on Human Population 575.2.9 Traffic Impact 575.2.10 Socio-economic Impacts 575.2.11 Public Services and Facilities 585.2.12 Cultural Resource Impacts 585.2.13 Waste Water 58

5.3 ENVIRONMENTAL IMPACT ASSESSMENT DURING OPERATION PHASE 595..3.1 Air Quality Impacts 595.3.2 Ecological Impacts 61

5.3.2.1 Impacts on Fauna and Flora of.. 615.3.2.2 Landscaping 62

5.3.3 Solid Waste Management 635.3.4 Noise & Vibration Impacts 635.3.5 Societal Impacts during Operations 64

5.3.5.1 Neighborhood and Communities 645.3.5.2 Relocation Impact 645.3.5.3 Economic Impact 64

5.4 POSITIVE SOCIO-ECONOMIC IMPACTS ON THE OVERALL PROJECTAREA 65

6 COMPARATIVE EVALUATION OF SITE ALTERNATIVES 666.1 PROJECT SITE OPTION 66

6.1.1 Proposed Site 1 716.1.2 Proposed Site 2 716.1.3 Proposed Site 3 71

6.2 ANALYSIS OF COGENERATION 726.3 ANALYSIS OF FUEL 726:4 ANALYSIS OF RENEWABLE ENERGY 72

7 ENVIRONMENTAL MANAGEMENT PLAN (EMP) 737.1 OBJECTIVES OF ENVIRONMENTAL MANAGEMENT PLAN 737.2 SCOPE OF ENVIRONMENTAL MANAGEMENT PLAN 73

7.2.1 Construction Phase 737.2.2 Operation and Mitigation Phase 73

7.3 ENVIRONMENTAL MONITORING PROGRAM 1137.4 ENVIRONMENT MANAGEMENT COST 1167.5 TRAINING NEEDS 1177.6 MONITORING & EVALUATION (INSTITUTIONAL ARRANGEMENT) 117

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7.7 SOCIAL MANAGEMENT PLAN 1177.7.1 Recommendations and Mitigation Measures 117

8 PROJECT SOCIAL SOUNDNESS 1208.1 OBJECTIVES OF STAKEHOLDERS CONSULTATION 1208.2 PUNJAB ENVIRONMENTAL PROTECTION ACT 2012 (AMENDED ACT). 1208.3 CONSULTATION PROCESS 122

8.3.1 Points Discussed , 1238.4 STAKEHOLDER CONSULTATION TECHNIQUE 123

8.4.1 Government Representatives ,', " , 1258.4.2 Stakeholder Concerns and Recommendations 125

8.5 PROCEDURE FOR REDRESS OF GRIEVANCES 1268.6 PROPOSED MECHANISM FOR GRIEVANCE REDRESS 127

8.6.1 PCU - Function and Structure 1278.6.2 GRC - Function and Structure 1278.6.3 Grievance Focal Points , 1288.6.4 Procedure of Filing and Resolving Grievances 1288.6.5 Operating Principles for PCU 129B.6.6 Stages of Grievances 1308.6.7 Awareness 130

8.7 COMMUNITY CONCERNS 1308.8 LOCAL GOVERNMENT REPRESENTATIVES 131

9 EMERGENCY RESPONSE PLAN & EVACUATION/EXIT PLAN 1329.1 EMERGENCY PREPAREDNESS AND RESPONSE 1329.2 EMERGENCY EVACUATION PLAN 133

9.2.1 Evacuation of Persons with Disabilities 1379.2.2 Evacuation in Case of Adverse Weather Condition 1389.2.3 Fire Response Program 138

9.3 FIRE I EMERGENCY SYSTEM INSPECTION, TESTING ANDMAINTENANCE PLAN 141

10 CONCLUSION AND RECOMMENDATIONS 147

TERMS OF REFERENCES

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LIST OF TABLES

Table - 1.1:Table - 1.2:Table - 2.1:Table - 2.2:Table - 2.3:Table - 3.1:Table - 3.2:Table - 4.1:Table - 4.2:Table - 4.3:Table - 4.4:Table - 4.5:Table - 4.6:Table - 4.7:Table - 5.1:Table - 5.2:Table - 5.3:Table - 5.4:Table - 7.1:

Table - 7.2:Table - 7.3:

Environmental and Social Assessment ProcessMembers Completed lEE ProcessPunjab Environmental Quality Standards - NoisePunjab Standards for Drinking Water QualityPunjab Environmental Quality Standards - NoiseList of Construction StaffList of Construction Machinery to be used for ConstructionClimate Weather Data of Toba Tek SinghNoise Levels Monitored DataAmbient Air Monitored DataList of BirdsList of Different Classes of AnimalsDemographic InformationDetail of Socioeconomic and health indicatorsEvaluation of ImpactsPunjab Environmental Quality Standards - NoiseEstimated Effluent GenerationDesign Parameters of ESPEnvironmental Management Plan for 49.8 MW Bagasse Based Cogen PowerProjectRecommended Activities of Environmental MonitoringEnvironmental Management Cost

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Two Star Energy (Pvt.) Limited (TSEPL)

IInitial Environmental Examination (lEE) Report

L LIST OF FIGURESI i Figure - 1.1: location Map of the Project

i Figure - 3.1: View of SiteFigure - 3.2: Process Flow Sheet Diagram of the ProjectFigure - 4.1: location of Project Tehsil

I Figure - 4.2: Soil Map of PunjabFigure - 4.3: Land Capability Map of Punjab

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Figure - 4.4: Seismic Map of PakistanFigure - 4.5a: Climate Graph of Toba Tek SinghFigure - 4.5b: Temperature Graph of Toba Tek Singh

~Figure - 4.6: Agricultural Land Use MapFigure - 4.7: Map of District with Health Facilities

I iFigure - 5.1: Layout Diagram of Electro Static PrecipitatorFigure - 6.1 : Location of Proposed Site 1Figure - 6.2: Location of Proposed Site 2

l~ i Figure - 6.3: Location of Proposed Site 3Figure - 6.4: Location of Proposed Site 1, 2 and 3Figure - 7.1: Organogram for Implementation of EMP

i Figure - 8.1: View of Public Consultation

~ LIST OF ABBREVIATION

i BMP Best Management Practices

CCR Central Control Room

i DM Dematerialize Water

dB Decibel

1 ~EA Environmental Approval

EHS Environment, Health and Safety

~EIA Environment Impact Assessment

EMP Environmental Management Plan

I EMtP Environmental Monitoring Plan

EMMP Environmental Management & Monitoring Plan

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EOT Electrical Operated Overhead Traveling

EPA Environment Protection Agency

IESP Electrostatic precipitator

ERT Emergency Response Team

GFP Grievance Focal Points

r ~ GRC Grievance Redress Committee

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Two Star Energy (Pvt.) Limited (TSEPL)

~

Initial Environmental Examination (lEE) Report.

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L i HVAC Heating, ventilation and air conditioning

IUCN International Union for Conservation of Nature and Natural Resources

I i lEE Initial Environmental Examination

lAA Land Acquisition Act, .

! I TSIL Two Star Industries Limited

mg Milligram

I MW MegaWatt

NAAQS National Ambient Air Quality Standards(

iNCS National Conservation Strategy

I NTU Nephelometric Turbidity Units

r NGOs Non-Governmental Organizations

i NOC No Objection Certificate

P&D Planning and Developmentr: iI PCU Public Complaints UnitI

PEPA Punjab Environment Protection Act

j PEQS Punjab Environmental Quality standards

PM Project Management

i pm Particulate Matter

PVC Polyvinyl chloride

Ii RCC Reinforce Concrete Cement.

RE Resident Engineer

i RNR Renewable Natural Resources

RO Reverse Osmosis

i DPDPI Sustainable Development Policy Institute

1 TCD Tons Crushing per Dayl

Tehsil MuniCipal Administration

iTMA

I·· TPH Tons Per Hour! TSEPL Two Star Energy (Pvt.) Limited

i i UET University of Engineering and Technology

UNCED United Nations Conference on the Environment and Development

I WHO World health organization

WWF World Wide Fund

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EXECUTIVE SUMMARY

Two Star Industries (Pvt.) Limited has acquired the rights and assets of and accordinglyown and operates the assets of Kamalia Sugar Mills Limited (KSML). TSIL is one of thelarger sugar mills in the country with crushing capacity of 14,000 TCD (Tons Cane Crushingper Day). TSIL already owns and operate a 12MW bagasse base power plant to meet itscaptive requirements. TS1L has formed a Specic:1IPurpose Vehicle Company (SPV) with thename of Two Star Energy (Pvt.) Limited e'TSEPL") for the project.

MIS Two Star Energy (Pvt.) Limited (TSEPL) intends to install an approximately49.8MW high pressure bagasse based cogeneration power project at Toba-Chichawatniroad, Tehsll Kamalia, District Toba Tek Singh.

The power & steam system is well balanced and sizable quantity of bagasse is savedand stored due to Energy Efficiency measure adopted by the company. A part frommodernization exercise, the management has now decided to take up the installation ofhighly efficient, high pressure cycle cogeneration plant in the sugar mill. This will help inoptimum utilization of Bagasse & generation of surplus power. Based on 14,000 TCDcrushing capacity & process steam demand of 40 % on cane, the optimum Co-genproject capacity has been estimated at 49.8-MW.

'.Keeping in view the regulatory requirements of the Punjab Environment Protection Act2012 (amended act), Section 12, and this Initial Environmental Examination Report hasbeen prepared to get the environmental approval from the Environment ProtectionAgency (EPA), Government of the Punjab.

I. Title and location of project

Two Star Industries (Pvt.) Limited is planning to set up 49.8 MW co generationbagasse based power plant in Tehsil Kamalia of District Toba Tek Singh.

II. Name of the Proponent

MIS Two Stars Energy (Pvt.) Ltd

Office: 9th Floor, City Towers, 6-K, Main Boulevard, Gulberg II, Lahore

III. Name of organization preparing the report

Integrated Environment Consultants

Office: Office # 11, 2nd Floor, Anwar Tower, 99-Shadman Chowk,Lahore, Pakistan.

Phone: (042)-35960091

Email: [email protected]

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IV. A Brief Outline of the Proposal

The project envisages the installation of 49.8-MW bagasse based cogenerationpower project at Tehsil Kamalia of District Toba Tek Singh. In accordance withthe Pakistan Environmental Protection Agency Review of Initial EnvironmentalExamination and Environmental Impact Assessment Regulations, 2000, SRO #339 (1)/2000, the project falls in Schedule -I, Part-A 'Energy' Serial 2 'Thermalpower generation less 200 MW; therefore, requires the Initial EnvironmentalExamination (lEE) study for sustainable development and to submit in provincialEnvironmental Protection Agency (EPA), for issuance of Environmental Approval(EA).

v. Major Impacts and their mitigations

Table given below shows the project impacts; related with construction andoperational phase of the Project.

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VI. Proposed Monitoring

The monitoring program is designed to ensure that the requirements of theenvironmental approval awarded by the EPA are met. Monitoring Program (MP)provides important information that allows for more effective. planning and anadaptive response based on the assessment of the effectiveness of mitigationmeasures. The monitoring of various parameters will help to determine theextent to which project construction/operation activities will cause environmentaldisturbance.

Sr. MonitoringMonitoring Mechanism Responsibility

No. Parameters

1. Water Quality Discrete grab sampling and Proponent! EPA

laboratory testing of water

samples.

2. Dust Emissions Ambient Particulate Matter Proponent! EPA

Monitoring System.

3. Noise Levels Noise meter Proponent! EPA

4. Stack emission Emissions monitoring Proponent! EPA

system.

Monitoring of ambient air

quality.

5. Inconvenience to Consultations with Proponentl EPA

community community to get feedback

about inconvenience due to

the construction activities to

perform their daily routine

chores.

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VII. Environmental Management Cost

The cost for environmental management and monitoring will be the part ofcontract of Contractor and Consultants respectively. However, a lump sumamount of Rs, 2.5 million will be allocated by the project proponent as cost forenvironmental training and monitoring for a period of two years duringconstruction and operation of the project.

VIII. Stakeholder Consultations

Public DiSCUssionswere held with the inhabitant of the surrounding area. Theyare quite positive to the project and see the project as growing business andaccomplishing towards the positive development in the area at local and incountry as whole. The people observe strong positive impacts regardingemployment, business and structural development due to this project. lEEfindings depict that people perceive overall positive social and economic impactsby the project. Their attitude towards the project installation is highly optimistic.Majority of the people are convinced for development in the area and theycorrelate this progress with the pace of their social mobility.

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SECTION-1INTRODUCTION

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1 INTRODUCTION

Two Star Industries (Pvt.) Limited has acquired the rights and assets of andaccordingly own and operates the assets of Kamalia Sugar Mills Limited (KSML).TSIL is one of the larger sugar mills In the country with crushing capacity of14,000 TCD (Tons Cane Crushing per Day). TSIL already owns and operate a12MW bagasse base power plant to meet its captive requirements. TSIL hasformed a Special Purpose Vehicle Company (SPV) with the name of Two StarEnergy (Pvt.) Limited ("TSEPL") for the project.

MIS Two Star Energy (Pvt.) limited (TSEPL) intends to install an approximately49.8MW high pressure bagasse based cogeneration power project at Toba-Chichawatni road, Tehsil Kamalia, District Toba Tek Singh,

The power & steam system is well balanced and sizable quantity of bagasse issaved and stored due to Energy Efficiency measure adopted by the company. Apart from modernization exercise, the management has now decided to take upthe installation of highly efftclent, high pressure cycle cogeneration plant in thesugar mill. This will help in optimum utilization of Bagasse & generation of surpluspower. Based on 14,000 TCD crushing capacity & process steam demand of 40% on cane, the optimum Co-gen project capacity has been estimated at 49,8-MW.

Keeping in view the regulatory requirements of the Punjab Environment ProtectionAct 2012 (amended act), Section 12, and this Initial Environmental ExaminationReport has been prepared to get the environmental approval from theEnvironment Protection Agency (EPA), Government of the Punjab,

1.1 IMPORTANCE & BACKGROUND OF PROJECT

The on-going power supply shortage in the country besides the high fuel costsand low quality oil are causing a significant 1055 of production resulting in negativeeconomic impact. The use of Bagasse as source of energy production is on highpriority of government. Thus, use of Bagasse may provide cost component energyunits. Therefore, as a responsible corporate citizen company, the managementhas focused on energy efficiency using best available resource, The proponent'senvironment friendly initiatives has already recognized by many local andinternational organizations, Therefore, Two Star Energy (Pvt.) Limited is planningto set up 49,8 MW co-generation bagasse based power plant in Tehsil Kamalia ofDistrict Toba Tek Singh,

1.2 OBJECTIVES OF THE PROJECT

The main object of the proposed project is to generate cleaner, economical andreliable energy from indigenous fuel which will not only provide a better source ofenergy but also cause a compensatory role in reducing the shortage of energydemand.

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1.4

1.5

1.6

1.3 PURPOSEOF REPORT

Initial Environmental Examination (lEE) report is being submitted to theEnvironmental Protection Agency (EPA), Government of the Punjab, Lahore incompliance with the legal requirement for Punjab Environment Protection Act-2012 (amended act), Section-f Z for obtaining the Environmental Approval(EA)/No Objection Certificate (NOe) before commencement of the project work atthe proposed project site. The other relevant regulations and guidelinesconsidered while preparing this lEE report include:

1. Policy and procedures for filing, review and approval of environmentalassessments.

2. Guidelines for the preparation and review of environmental reports.

3. Guidelines for public participation.

4. Guidelines for sensitive and critical areas.

5. Detailed sectoral guidelines.

Different environmental aspects like social, physical, biological and other relatedfeatures of the project both during construction and its regular occupancy arehighlighted in this lEE report. Measures necessary to be adopted to mitigatenegative environmental impacts on any part of the environment around are alsodescribed. All the important information is also provided as described underpresent format used to help decision makers, EPA Punjab in the present case,before issuing the desired Environmental Approval (EA).

IDENTIFICATION OF PROJECT PROPONENT

MIS. Two Stars Energy (Pvt.) LtdOffice: 9th Floor, City Towers, 6~K, Main Boulevard, Gulberg II, Lahore

CONSULTANTS PREPARING ENVIRONMENTAL REPORT

Integrated Environment ConsultantsOffice: Office # 11, 2nd Floor, Anwar Tower, 99-Shadman Chowk,

Lahore, Pakistan.(042)-35960091Phone:

Email: [email protected]

NEED OF THE EIA STUDY

Government of Pakistan in the year 2000 has adopted the regulations for theReview of Initial Environmental Examination (lEE) and Environmental ImpactAssessment (EIA), under these review regulations, the Environmenta,l ProtectionAgency (EPA) stipulated relevant procedures for the proponents to be compliancewith environmental quality requirements for the preparation of environmentalassessment studies (either lEE or EIA). These environmental studies are planning

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instruments that aim to contribute to design phases of the development as well asfunctions as management tools to minimize potential negative impacts andmaximize benefits during construction and operational phases of a project. To beeffective in this role the lEE or EIA needs to form an integral part of the projectdesign process. In this way the environmental implications of various designalternatives can be evaluated and the cost benefits of different trade-offsassessed. The result is the potentially negative impacts can often be avoided andalmost always reduced, without compromising the real cost of the project.Conversely, positive environmental outcomes associated with the project can beenhanced.

1.7 OBJECTIVE OF THE REPORT

Objectives to conduct this lEE are as following:

i. A legal binding in accordance to Punjab Environmental Protection Act-2012 (amended Act).

ii. To identify the potential environmental issues pertaining to the proposedsite.

iii. To evaluate the ability of the site in view of social acceptance andenvironmental soundness.

To provide the maximum information to the proponent and otherstakeholders about the existing environmental conditions and theimplications of the proposed project.

Collection of available data, reports, drawings and other relevantinformation about area of proposed project.

Review of applicable existing environmental legislation and PunjabEnvironmental Quality standards (PEQS).

Propose mitigation measures to eliminate or to reduce the negativeimpacts to an acceptable level.

Development of well resourced environmental management andmonitoring plans to identify mitigation strategies targeted towardsavoidance, minimization and rehabilitation of the impacts.

iv.

v.

vi.

vii.

viii.

1.8 EXTENT OF THE STUDY

In compliance with PEPA~2012 (amended act) requirements, an lEE report hasbeen prepared by MIS Integrated Environment Consultants, Lahore. Thisdocument covers all environmental impacts, due to installation of the 49.8 MW co-gen power project, in and around the project area comprising the physical,ecological and socio-economic aspects together with identification of the potentialpositive and negative impacts. Any developmental activities outside the projectarea, the transmission lines for dispatch of electricity and establishment of the

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other factories outside the project vicinity have not been covered under this lEEstudy.

1.9 METHODOLOGY

The methodology adopted to carry out the lEE study of the proposed project wasas follow:

a) Orientation

b) Planning of Data Collection

c) Data Collection

d) Site Reconnaissance

e) Analysis of Maps

f) Literature Review

g) Desk Top Research

h) Stakeholders Consultations

i) Field Studies

j) Laboratory Analysis

k) Evaluation of Impacts and their analysis

I) Categorization of impacts based on their potential environmentalsignificance and prescription of preventive I mitigation measures

In addition to the evaluation and review of the available records, data and thefacts for the previous project, detailed discussions were held with the concernedmembers of the project management as well as other project stakeholders. Notesand proposals for measures to be taken to mitigate and compensate for anydetrimental environmental impacts are contained in the EnvironmentalManagement Plan (EMP) as well as a Monitoring Plan, including all parametersthat need to be measured, and the frequency of monitoring actions.

A comprehensive qualitative and quantitative methodology was adopted toconduct this study inter-alia in due compliance with the lEE requirements. Thestudy included collection of both primary and secondary data regarding"environmental status and other relevant factors. This lEE report has beenaccomplished after carrying out thorough visit to the proposed site and detailedinvestigation to identify the following Environmental areas of concern:

1) To achieve the desired environmental compliance standards; as per thenational environmental regulatory requirements; as applicable to theproject.

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2) Plans and activities to prevent/mitigate any potential impacts and the gapsthat could probably remain after implementation.

3} Any other points/steps to be taken which could be beneficial to mitigateenvironmental adverse impacts that may accrue both during constructionand regular operation of the project.

A view of methodology for environmental assessment is given in Table - 1.1:

Table -1.1: Environmental and Social Assessment Process

Phase

Screening and

Scoping

Impact

Assessment

ResponsibilityActivities Status

Reconnaissance and carried out during Project

initial site visit and the present lEE Management (PM)

consultations, Consultants

identification of

environmental and social

issues & applicable

safeguard environment

policy, categorization and

working out an action

plan.

Identification of potential during the present PM Consultants

environmental and social lEE

impacts through site

visits, stakeholders

consultations, review of

drawings, alternatives etc

Impact

categorization

PM ConsultantsThe significant potential during the present

impacts were tabulated lEE

and mitigation/preventive

measures were

prescribed

EMP

Preparation

carried out PM ConsultantsStakeholderslWomen

consultation during/prepared as

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Phase Activities Status Responsibility

EMP part of the present

EIA

Final EMP Final version of EMP included in the PM Consultants

produced present EIA

1.10 SCOPE OF THE STUDY

The purpose of this lEE study is identification of key environmental and socialissues which will likely arise during construction and operation of the power plantalong with the assessment of the significant negative Impacts and mitigationmeasures to be adopted for their minimization.

The ultimate goal of this lEE report, among others, is also to produce anEnvironmental Management Plan (EMP) and Environmental Monitoring Plan(EMtP) for the construction and operation stages of the proposed project.Compliance of EMP together with the provisions for mitigation measures for thesignificant negative impacts will ensure the implementation of this project in anenvironmentally sustainable manner both at construction as well as operationstages of the project.

The lEE report ensures compliance to all national and local regulations enforcedin Pakistan, especially Punjab for such report. While taking into consideration thecorporate standards, it was further sought to ensure that the project underreference of this lEE report, is to be developed in a manner that is sociallyresponsible and reflects sound environmental management practices.

This lEE report also discusses the legal and administrative framework withinwhich the lEE has been prepared. A brief project description is included in the lEEreport together with a description of the baseline environmental conditions and theactual environmental situation at the proposed site for the project. The technicalsection of the report and the environmental baseline situation form the basis forthe detailed impact assessment during construction and operation phases of theproject. Based on the findings of this report, an environmental managementsystem has been devised, outlining necessary mitigation and compensationmeasures together with monitoring practices.

1.11 PERSONS PERFORMING THE STUDY (TEAM MEMBERS)

The proponent has assigned the task of preparing EIA report to MIS IntegratedEnvironment Consultants, lahore. The EIA study of the proposed project hasbeen conducted according to Environmental Assessment Procedures, 1997,Review of lEE and EIA Regulation 2000 as prescribed by the Federal

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Environmental Protection Agency (Pak EPA), Government of Pakistan. The EIAguidelines for Bagasse fired power plant published through National ImpactAssessment Program was also considered during this EIA process.

The study team of MIS Integrated Environment Consultants which completedthe lEE report consists of experts as mentioned in Table - 1.2.

Table - 1.2: Members Completed lEE Process

Name Qualification Status in Project

Mr. Ahtasham Raza M.Phil (Env. Sciences) Project InchargeGC University, Lahore

Ph.D Scholar,

(Env. Sciences) University of the

Punjab, Pakistan

Mr. M. A. Nouman M.Sc Environmental Sciences. Team LeaderM.Phil Environmental Sciences

University of the Punjab, Lahore

Mr. Asher Azad M.Sc Chemistry Monitoring InchargeGC University, Lahore

Mr. Zaheer Bhati M.Sc Chemistry Monitoring inchargeGC University, Lahore

Mr. Mubroor Hassan M.Sc Chemistry Monitoring EngineerM.Phil Environmental Sciences

Mr. Hamaza Ahmad B.Sc. Civil Engineering (UET) Geo Technical EngineerM.Sc. Env. Engineering (UET)

Mr. M.A. Sheraz M.A Sociology SociologistUniversity of the Punjab, Lahore

Ms. Adeeba Batool M.Phii (Env. Sciences) EnvironmentalistGC University, Lahore

Mr. Bilal TahirBSc Environmental Engineering

Environmentalist(UET Taxila)

Mr. Adnan Sharif Bs Environmental Sciences Environmentalist

·Only the main roles of the team members are given. However, their role was not restricted to these. rather it alsoIncludes many other studies in their respective fields in the context of this lEE studies.

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1.12 PROJECTCLASSIFICATION

The project envisages the installation of 49.8-MW bagasse based cogenerationpower project at Tehsil Kamalia of District Toba Tek Singh. In accordance with thePakistan Environmental Protection Agency Review of Initial EnvironmentalExamination and Environmental Impact Assessment Regulations, 2000, SRO #339 (1)/2000, the project falls in Schedule -I, Part-A 'Energy' Serial 2 'Thermalpower generation less 200 MW; therefore, requires the Initial EnvironmentalExamination (IEE) study for sustainable development and to submit in provincialEnvironmental Protection Agency (EPA), for issuance of Environmental Approval(EA).

1.13 BRIEF DESCRIPTIONOF NATURE, SIZE AND LOCATION OFPROJECT

1.13.1 Location

The proposed project is located within the boundary limits of the Two StarIndustries Pvt. Limited located at Toba-Chichawatni road, Tehsll Kamalia ofDistrict Toba Tek Singh (Figure~1). The site is situated about 45-Km off from mainLahore-Multan road and 245 KM from Lahore. Location of project is shown inFigure -1.1.

1.13.2 Nature & Size of the Project

The project envisages on the installation of 49.B-MW, bagasse shall be fired in 2high pressure boiler to produce the steam. The steam shall be used for generatingelectricity with 2 x 24.9 MW Steam Turbo generators. Sufficient additional vacantspace is available to install necessary plant & machinery required for 49.8-MWCo-gen plant. Layout of various sections for all the plant & machinery has beenworked out in order to utilize the land very economically, without sacrificing theease of operation & maintenance.

1.14 THE REPORT STRUCTURE

This lEE document is structured as follow:

Section -1:

Introduction: Containing general information about the project and process ofcarrying out the study.

Section - 2:

National Environmental Policy, Legal And Administrative Framework:Describes the national policy, laws and regulations governing this lEE.

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Section - 3:

The Project Description: Describes an overall detail of the works to be donepertaining to the proposed project.

Section - 4:

The Description of the Environment: Gives information on Physical, Biologicaland Social conditions collected through survey of the Project Area.

Section - 5:

Environmental Impacts Due To Project & Mitigation Measures: Identifiesvarious environmental impacts and their preventive actions. This makes the basisof the Environment Management Plan.

Section - 6:

Analysis of Alternatives: The technology and project site alternatives arediscussed in the chapter

Section -7:

Environment Management Plan (EMP): Contains comprehensive prescriptionsregarding environmental impacts and their mitigation measures. This also includesinstitutional arrangements and Environmental Management & Monitoring Plan.

Section - 8:

Stakeholders Consultations: Explains the process of public consultation anddisclosure of the project in related stakeholder. It makes this document a legalpublic document.

Chapter - 9:

Emergency Response Plan & Evacuation/Exit Plan: Explains about thearrangements to avoid any natural or anthropogenic emergency.

Chapter - 10:

Conclusion and Recommendation: Concludes the lEE report with somepractical recommendation.

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SECTION- 2NATIONAL ENVIRONMENTAL POLICY,

LEGAL AND ADMINISTRATIVEFRAMEWORK

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2 NATIONAL ENVIRONMENTAL POLICY, LEGAL ANDADMINISTRATIVE FRAMEWORK

2.1 GENERAL

This section deals with the policy and legal framework which apply for protection,conservation, restoration, rehabilitation and also related to sustainabledevelopment in context of project implementation and its operation, The Project isexpected to comply with all the legislations related to the environmental aspectsas regards of Pakistan.

2.2 NATIONAL POLICY FRAMEWORK

Following elements of national policy framework are considered the most relevantto this project:

2.2.1 National Conservation Strategy

The Pakistan National Conservation Strategy (NCS), which was approved by thefederal cabinet in March 1992, is the principal policy document on environmentalissues in the country (EUAD/IUCN, 1992).

The NCS outlines the country's primary approach towards encouragingsustainable development, conserving natural resources, and improving efficiencyin the use and management of resources.

The NCS has 68 specific programs in 14 core areas in which policy intervention isconsidered crucial for the preservation of Pakistan's natural and physicalenvironment. The core areas that are relevant in the context of the proposedproject are:

• Pollution prevention and abatement,

Restoration of rangelands,•• Increasing energy efficiency,

Conserving biodiversity,

Supporting forestry and plantations, and

••• The preservation of the cultural heritage,

2.2.2 National Environment Policy 2005

The national environmental policy 2005 aims to protect conserve and restore theenvironment in order to improve quality of the life of citizens through sustainabledevelopment and resource conservation.

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Two Star Energy (Pvt.) limited (TSEPL)Initial Environmental Examination (lEE) Report

The main objectives of the policy are;

• Conservation, restoration and efficient management of the naturalresources.

Integration of the environmental considerations in policy making andplanning process.

Capacity building of government agencies and other stakeholders at alllevels for the better environmental management.

• Meeting international obligations effectively in line with the national

•

•

aspirations.

• Creation of a demand for environment through mass awareness andcommunity mobilization.

2.2.3 The National Forest Policy 2001 of Pakistan

This policy covers the Renewable Natural Resources (RNR) of Pakistan i.e.Forests, Watersheds, Rangelands, Wildlife, Biodiversity and their habitats. Thepolicy seeks to launch a process for eliminating the fundamental causes of thedepletion of RNR through the active participation of all the concerned agenciesand stakeholders, to realize the sustainable development of the resources. It is anumbrella policy providing guidelines to the Federal Government, ProvincialGovernments and territories for the management of their RNR. In consonancewith it, the Provincial and District Governments may devise their own policies inaccordance with their circumstances.

The goal of this policy is to foster the sustainable development of RNR ofPakistan, for the maintenance and rehabilitation of its environment and theenhancement of the sustainable livelihoods of its rural masses especially women,children and other deprived groups.

The elements of the policy are as follow:

• Population planning in critical eco-systems.

Providing substitutes to firewood in the wooded mountains.•• Reducing the impact of socio-economic causes.

• Reducing poverty, poverty of opportunity, and powerlessness,

Reducing political interference in the Forestry and Wildlife Departments.

Renovating and invigorating the institutions of RNR.

Supporting Local Governments in the sustainable development of theirRNR.

•••

• Policies for fragile natural Eco-systems.

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• Riverain forests.

• Irrigated Plantations.

• Preservation of relict and unique forests.

• Wildlife.

• Rangelands and desert eco-systems.

• Planting of trees and fodders on farmlands.

2.3 PUNJAB ENVIRONMENTAL PROTECTION ACT (PEPA), 2012 ANDADMINISTRATIVE FRAMEWORK

2.3.1 General

PEPA 2012 (amended act) is a fairly comprehensive legislation and provideslegislative framework for protection, conservation, rehabilitation and improvementof the environment. It contains concrete action plans and programs for theprevention of pollution and promotes sustainable development.

The salient features of the law are:

• No proponent of a project shall commence construction or operationunless he has filed with the Government Agency designated by ProvincialEnvironmental Protection Agency (EPA) an EIA, and has obtained a NoObjection Certificate (NOC)/Environmental Approval (EA).

Establishment and Formation of the Punjab Environmental Protection•Council.

• Powers and Functions of the Provincial Environmental Protection Agency.

Prohibition of certain discharges or emissions.•• Punjab Environmental Quality Standards (PEQS) for wastewater, air

emissions and noise.

• This act also empowers Provincial EPA to issue notices and to enforcethem for the protection of the environment and resource conservation.

For the effective implementation of the provisions of PEPA 2012, EPA headed bya Director General has been constituted.

The capability of regulatory institutions for environmental management largelyachieves the success of environmental assessment for ensuring that developmentprojects are environmentally sound and sustainable. For decision-making andpolicy formulation in the environmental and conservation issues, the institutionalframework is described in following paragraphs.

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2.4 PAKISTAN ENVIRONMENTAL PROTECTION AGENCY REGULATIONS,2000 FOR REVIEW OF INITIAL ENVIRONMENTAL EXAM INA nON(rEE)IENVrRONMENTAL IMPACT ASSESSMENT (EIA)

Under Section 12 (and subsequent amendment) of the 2012 amended Act, aproject falling under any category specified in Schedule I or II requires theproponent to file an lEE or EIA, as the case may be, with the provincial agency.Within ten working days of the lEE or EIA having been submitted, the provincialagency will confirm that the documents submitted are complete for the purpose ofreview. During this time, should the provincial agency requires the proponent tosubmit any additional information; the lEE or EIA will be returned to the proponentfor revision, clearly listing those aspects that need further discussion.Subsequently, the provincial agency shall make every effort to complete an lEEreview within 45 days and an EIA review within 90 days of filing of the completeinformation of report.

After the successful review, the EPA will issue the NOC/EA according to the rulesand regulations as prescribed in Regulation 2000. During the project execution theproponents are required to comply with the recommendations of the IEE/EIA andalso the conditions of the NOC/EA set forth by the relevant EPA, in present case,EPA, Lahore, Punjab. During the construction or post EIA monitoring andreporting is mandatory according to clause 19 of Regulation-2000. TheseRegulations requires proponent of all projects to submit environmental monitoringreports during and on completion of construction, and regular operation of theproject. Any additional requirements of the report as desired by the EPA are alsonecessary for the proponent, however, the format and contents of such reportsare not specified in the law.

2.5 PAKISTAN ENVIRONMENTAL IMPACT ASSESSMENT PROCEDURES

These guidelines are descriptive documents describing the format and content ofIEE/EIA reports to be submitted to Provincial EPA for obtaining NOe. Followingare the major areas, which are covered by these guidelines:

• The Environmental Assessment report formation (seoping, type andcategory of project, description of project, alternatives, site selection,baseline data).

• Assessing impacts (identification, analysis and significance).

• Mitigation and impact management and preparing an environmentalmanagement plan.

• Reporting (format, main features, shortcomings, other forms ofpresentatio n).

Review and decision making (role, steps, remedial options, checks andbalances).

•

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2.6

2.7

2.7.1

• Monitoring and auditing (systematic follow up, effective data management).

Project Management (inter-disciplinary teams, programming andbudgeting).

•

GUIDELINES FOR PUBLIC CONSULT AllON

The Federal EPA provides these guidelines to deal with possible approaches topublic consultation and techniques for designing an effective program ofconsultation that reaches out to all major stakeholders and ensures theincorporation of their concerns in any impact assessment study.

These guidelines cover:

• Consultation, involvement and participation of stakeholders

• Effective public consultation (planning, stages of EIA/IEE whereconsultation is appropriate)

• Facilitation involvement (including the poor, women and Non-Governmental Organizations (NGOs)

PUNJAB ENVIRONMENTAL QUALITY STANDARDS (PEQS)-2016,

The following standards are specified therein:

~ Maximum allowable concentrations of pollutants (32 parameters) inmunicipal and liquid industrial effluents discharged to inland waters,sewage treatment facilities, and the sea (three separate sets of numbers).

Maximum allowable concentrations of pollutants (16 parameters) ingaseous emissions from the industrial sources.

Punjab Environmental Quality Standards for Ambient Air-2016

The Ministry of Environment, Government of Punjab vide its Notification,Islamabad, the 5th August, 2016 under SO(G)/EPD/7 -26/2013 establishedstandards which provide the maximum allowable limits, in the ambient air, ofSulphur Dioxide (S02), Oxides of Nitrogen as (NOx) and as (NO), SuspendedParticulate Matter-(SPM), Respirable Particulate Matter - PM10, RespirableParticulate Matter-PM2.5, Lead and Carbon Monoxide (CO).

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Table· 2.1: Punjab Environmental Quality Standards Ambient Air

Time-Weighted Concentration in Method ofPollutants

Average Ambient Air Measurement

Sulfur Dioxide Annual Average* 80 I-lg/mJ Ultraviolet

(S02) 24 hours** 120 IJg/mJ Fluorescence

Oxides of Annual Average" 40 IJg/m3 Gas Phase

Nitrogen as (NO) 24 hours** 40 IJg/m~ Chemiluminescenc

e

Oxides of Annual Average" 40 IJg/mJ Gas Phase

Nitrogen as (N02) 24 hours** 80 I-lg/m3 Chemiluminescenc

e

Ozone (03) 1 hour 130 IJg/m3 Non dispersive UV

absorption

Suspended Annual Average" 360 IJg/mJ High Volume

Particulate Matter 24 hours** 500 I-lg/m3 Sampling, (Average

(SPM) flow rate not less.than t.trnvmlnute)

Respirable Annual Average" 120,.,g/m3 (3Ray absorption

Particulate 24 hours** 150 IJg/m3

Matter.

PM10

Respirable Annual Average* 15 fJg/m3 (3Ray absorption

Particulate 24 hours'" 35 IJg/m3

Matter. 15 IJg/m3

PM2.5

Lead (Pb) Annual Average" 1.0 I-lg/m3 ASS Method after

24 hours" 1.5 J.lg/m3 sampling using

EPM 2000 or

equivalent Filter

paper

Carbon Monoxide 8 hour 5 I-lg/mJ Non Dispersive(CO) Infra Red (NDIR)

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2.7.2 Punjab Standards for Drinking Water Quality - Aug ust, 2016

The Ministry of Environment, Government of Punjab vide its Notification,Islamabad, the 5th August, 2016 under SO(G)/EPD/7 -26/2013 establishedstandards for Drinking Water Quality. The major quality parameters fixed dependupon Bacterial, Physical and Chemical ones.

Table - 2.2: Punjab Standards for Drinking Water Quality

Properties/Parameters Standard Values for Pakistan

All water intended for drinking (E.Coli or Must not be detectable in any 100 ml

Thermo tolerant Coliform bacteria) samples

Treated water entering the distributionMust not be detectable in any 100 ml

system (E.Coli or thermotolerant Coliformsamples

and total Coliform bacteria)

Must not be detectable in any 100 ml

Treated water in the distribution systemsamples In case of large supplies,

where sufficient samples are(E.Coli or thermo tolerant coliform and

total Coliform bacteria)examined, must not be present in 95%

of the samples taken throughout any

12- month period.

Physical

Color < 15 NTU

Taste Non objectionable/Acceptable

Odor Non objectionable/Accept able

Turbidity < 5 NTU

Total hardness as CaC03 < 500 mgtl

TOS < 1000

pH 6.5 - 8.5

Chemical

Essential Inorganic mg/Litre

Aluminum (AI) sO.2

Antimony (Sb) SO.005 (P)

Arsenic (As) SO.05(P)

Barium (8a) 0.7

Boron (B) 0.3

Cadmium (Cd) 0.01

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Properties/Parameters Standard Values for Pakistan

Chloride (CI) <250

Chromium (Cr) sO.OS

Copper (Cu) 2

Toxic Inorganic mg/Litre

Cyanide (Cn) sO.05

Fluoride (F)* s1.5

lead (Pb) SO.05

Manganese (Mn) SO.5

Mercury (Hg) sO.OOi

Nickel (Ni) SO.02

Nitrate (N03)* s50

Nitrite (N02)* sa (P)

Selenium (Se) 0.01 (P)

0.2-0.5 at consumer end; 0.5-1.5 atResidual chlorine

source

Zinc (Zn) 5.0

Organic

PSQCA No. 4639-2004, Page No. 4

Pesticides mg/l Table NO.3 Serial No. 20- 58 may be

consulted.

Phenolic compound (as phenols) mgll WHO standards: sO.002

Polynuclear Aromatic hydrocarbon(as WHO standards: SO.01v(by GC/MS

PAH) gil method)

Radioactive

Alpha Emitters bq/L or pCi 0.1

Beta Emitters 1

2.7.3 Punjab Environmental Quality Standards for Noise - August, 2016

The Ministry of Environment, Government of Punjab vide its Notification,Islamabad, the 5th August, 2016 under SO(G)/EPD/7 -26/2013 establishedstandards for Noise. These standards are based on Category/zone i.e. Residentialarea, Commercial area, Industrial area and Silence zone. The limiting values forday and night have also been fixed for all categories/zones.

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Table - 2.3: Punjab Environmental Quality Standards - Noise

Effective from 1st July 2013Category of Area/Zone

Day time Night time

Residential area 55 45

Commercial area 65 55

Industrial area 75 65

Silence zone 50 45Limit in dB (A) Leq'Notes:

1. Day time hours: 6:00 a.m. to 10:00 p.m.2. Night time hours: 10:00 p.m. to 6:00 a.m.3. Silence zone::Zones that Is declared as such by the competent authority. An area comprising not less

than 100 m around the hospitals, educational institutions, and courts.4. Mixed categories of areas may be declared as one of the four above-listed categories by the

competent authority .• dB(A) Leq: Time weighted average of the level of sound in decibels on Scale A which is relatable to humanhearing.

2.8 NATIONAL RESETTLEMENT POLICY AND ORDINANCE

As referred above, at present the only legislation relating to land acquisition andcompensation is the Land Acquisition Act (LAA) of 1894. Experience with large-scale infrastructure development projects implemented by institutions such asWAPDA has demonstrated the need for a cohesive national policy forresettlement. Following a national consultative process, a national resettlementpolicy and a related ordinance were drafted known as Draft Resettlement Policy,2002 which still has to be approved by the government.

The salient applicable features of the Draft Resettlement Policy are given below:

• The Pak-EPA will be responsible for both environment-related as well asresettlement-related matters.

• The responsibilities for implementation at a provincial level are to bedelegated to the concerned provincial EPAs with overall control of theprovincial Planning and Development (P&D) Departments.

All categories of 'loss' arising from development projects that entailresettlement, need to be addressed: these include not only loss of land,built-up property, other infrastructure, and crops and trees, but also loss ofincome, job opportunities, and access to natural resources, etc.

Vulnerable groups whose issues need to be addressed in particularinclude: women, children, destitute persons, tribal communities, squatters,those with usurper rights, and landless groups.

There should be a special emphasis on consultation with affected groupswhen preparing a Resettlement Action Plan.

•

•

•

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2.9 OTHER ENVIRONMENTRELATEDSTATUTES

2.9.1

2.9.2

2.9.3

2.9.4

2.9.5

2.10

This section outlines the other statutes apart from Pakistan EnvironmentalProtection Act, 1997, which are relevant to the project.

The Land Acquisition Act (LAA), 1894

At this point, the only legislation relating to land acquisition and compensation isthe LAA of 1894. The LAA is, however, limited to a cash compensation policy forthe acquisition of land and built-up property, and damage to other assets, such ascrops, trees, and infrastructure. The LAA does not consider the rehabilitation andresettlement of disrupted populations and the restoration of their livelihoods.

Pakistan Explosives Act, 1884

Under the Explosives Act, the project contractors are bound by regulations onhandling, transportation and using explosives during quarrying, blasting, and otherpurposes.

The Forest Act, 1927

The Forest Act empowers provincial governments to prohibit the clearing of forestfor cultivation, grazing, hunting, removing forest produce; quarrying and felling,lopping and toping of trees, branches in reserved or protected areas.

Pakistan Penal Code, 1860

The Pakistan Penal Code deals with offences where public or private propertyand/or human lives are affected due to the intentional or accidental misconduct ofan individual or body of people. In the context of environment, the Penal Codeempowers the local authorities to control noise, noxious emissions and disposal ofeffluents. The PEQS enforced by the EPAs supersede the application of thislegislation on industries and municipalities.

Provincial Wildlife Act, 1974

In addition to empowering the provincial wildlife departments to establish gamereserves, parks, and wildlife sanctuaries, this Act regulates the hunting anddisturbance of wildlife.

INTERNATIONAL AND NATIONAL NON-GOVERNMENTALORGANIZATIONS

International and national Non-Government Organizations (NGOs), such as theInternational Union for Conservation of Nature and Natural Resources (IUCN) andthe World Wide Fund for Nature (WWF) , have been active in Pakistan for sometime. Both of these NGOs have worked closely with the governments at thefederal as well as provincial levels and have positively contributed to the cause ofenvironment. They have played significant role with regard to the formulation of

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2.11

2.12

2.13

2.14

environmental and conservation policies. And last but not the least, another themost prominent NGO namely "Sustainable Development Policy Institute (SDPI)"has also played very significant role in upholding the cause of environmentalprotection in Pakistan. Environmental NGOs have been particularly active in theadvocacy for promoting sustainable development approaches. Most of thegovernment's environmental and conservation policies, even at the provincial andfederal levels, have been formulated in consultation with these leading NGOs,who have also been involved in drafting new legislation on conservation.

PROVINCIAL LOCAL GOVERNMENT ORDINANCES, 2001

These ordinances, issued following the devolution process, establish regulationsfor land use, the conservation of natural vegetation, air, water, and land pollution,the disposal of solid waste and wastewater effluents, as well as matters related topublic health and safety.

PUNJAB INDUSTRIAL RELATIONS BILL 2010

In December 2010 Punjab Assembly passed new legislation that will govern theformation of trade unions, relations between industries and their workers, and theprocess for the settlement of labour disputes.

INDUSTRIAL RELATIONS ORDINANCE 2011 PROMULGATION

The Government has promulgated Industrial Relations Ordinance 2011. TheOrdinance has been approved by the President on the Advice of the PrimeMinister. The Government has promulgated Industrial Relations Ordinance, 2011in view of the current legal vacuum created due to deletion of the concurrentLegislative List through the 18th Constitutional Amendment. The IndustrialRelations has also been transferred to the Provinces which have promulgatedprovincial laws to regulate industrial relations. However, there is no law in place todeal with Industrial Relations in the Islamabad Capital Territory or in respect ofnational level trade federations and for resolutions of trans-provincial industrialissues. The Parliament has yet to promulgate the Ordinance as law.

NATIONAL ELECTRIC POWER REGULATORY AUTHORITY ACT 1997

The NEPRA Act was approved by Parliament and signed into law in December1997. It seeks to create an autonomous, independent regulatory authority, whichwill be solely responsible for the power sector. It will be responsible for theoversight of the power sector and will exercise control through its power to licensepower generation, transmission and distribution. It will regulate tariffs for all theseactivities. It will perform its functions through transparent processes to beenshrined in rules that are being framed in a transparent manner throughappropriate rules.

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2.15 LAND USE

The project site is situated in the area where agriculture activities are present andin surroundings the industrial activitles are lacking. The land is agricultural innature productive; some land is non-productive due to absence of fresh water andpresence of highly saline soil.

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SECTION-3DESCRIPTION OF THE PROJECT

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3 DESCRIPTION OF THE PROJECT

3.1 GENERAL

This section deals with project components, which are the part of installation of49.8-MW bagasse based cogeneration power plant and its related constructionactivities for execution of this project. It also describes the category of the project,availability of construction materials, type of vegetation in the project area,construction time and cost of the project, construction and operation equipmentsetc. The information presented in this section is based on project site survey,preliminary design report, and the information provided by the client.

3.2 TYPE AND CATEGORY OF THE PROJECT

Acute shortage of energy in the country besides the high fuel costs and use of lowquality oil is causing a significant loss of production resulting in negative economicimpact. Thus, use of bagasse from local source may provide cost efficient energy.The use of bagasse as source of energy production is on high priority ofgovernment to overcome this energy shortage. Therefore, TSEPL is planning toset up 49.8 MW co-generation power plant. The purpose of the project is toprovide the reliable bagasse energy with affordable cost. In accordance with thePakistan Environmental Protection Agency Review of Initial EnvironmentalExamination and Environmental Impact Assessment Regulations, 2000, SRO #339 (1)/2000, the project falls in Schedule -I, Part-A 'Energy' Serial 2 Thermalpower generation less 200 MW; therefore, requires the Initial EnvironmentalExamination (lEE) study for sustainable development and to submit in provincialEnvironmental Protection Agency (EPA), for issuance of Environmental Approval(EA).

3.3 OBJECTIVE OF THE PROJECT

The main objective of the proposed project is to generate cleaner, economical andreliable energy from available fuel which will not only provide a better alternatesource of energy but also provide a relief to overcome acute shortage of energyand save millions of dollars which is being wasted to import expensive oil beingused as fuel for producing electricity. By using a cleaner technology and fuel it willalso reduce environmental hazards caused by burning of fossil fuel for producingelectricity.

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Figure - 3.1: View of Site

3.4 LAND USE ON THE SITE

Currently, the proposed land for installation of power project is open land wherethe raw material bagasse generated from the sugar milling process is stored,

3.5 VEGETATION FEATURES OF THE SITE

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The project site and its vicinity have some sort of shrubs with no significantimportance. The land is barren and non-cultivated except some part of land whichis far away from the proposed project site,

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3.6 COST AND MAGNITUDE OF OPERATION

The project cost as initiaJly estimated will be Rs. 6,000.0 million. This costestimate has been prepared in November 2016. The quantities have been workedout from the design drawings. The rates for cost estimates are based onconstruction work, contractor cost, cost of land, and cost of the raw materials,environmental cost and with about 10% escalation for the year 2016.

3.7 SCHEDULE OF IMPLEMENTATION

It is planned that the following schedule of project implementation will be adheredto. This is subject to the conditions that everything goes according to planning andno serious bottlenecks are encountered.

The implementation stages of the project activity include:

1st Stage

The stage - 1 comprises the onsite contouring studies and soil investigations.

2nd Stage

The stage - 2 comprises the following task:

i- Laying of foundations excavation and commencement of erection work,

ii- Start of civil, electrical and mechanical work.

iii- Development of basic infrastructure.

iv- Fitting of instrumentation.

3rd Stage

The stage - 3 comprises the following task:

v- Plant Equipment erection completion.

vi- Completion of the basic infrastructures water supply system, electricitysupply etc.

4th Stage

The stage - 3 comprises the Tests & Commissioning.

5th Stage

The Last stage will be commencement of reg ular production (December 2019).

3.8 DESCRIPTION OF THE PROJECT (PROCESS FLOW CHART/STEPS)

Project is installation of 49.8 MW bagasse fired powerplant. A flow sheet diagramof the proposed project is given in Figure - 3.2.

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3.9

3.9.1

.----------.-------------.--.---------.-.-- -~- .

AQUor Fee;st~ High ..rnsure

Steam

RO!lIrIl Cond&ns<'Il&

Steam Turbo·G.,*~(I",

Low Pre1l5UreS'eamTank

Eloclrlcltv

Figure - 3.2: Process Flow Sheet Diagram of the Project

CONSTRUCTION ASPECTS & OPERATIONAL ARRANGEMENTS

Construction Materials

Comparatively reasonable quantities of buildings and other facility constructionmaterials will be required for construction of the proposed facility. The materialsmainly required are listed below:

• Coarse and fine aggregate for concrete works

• Sandy gravel for backfilling, embankment raising, etc.

• Cement

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• Steel

• Bitumen

• Electric Equipments

• Lights

• Other materials etc.

3.9.2 Construction Camps

The establishment of the construction camp will be done within the plant facility.Location of the camp will be selected in a way that there will not be anydisturbance to the nearest community and it is also close to the site of work orwithin the project site. Camp will be properly fenced and guarded. This site campwill be constructed mainly for construction staff and to accommodate Contractor'smachinery. The area of the camp will be kept sufficiently large to accommodateparking areas for machinery, construction materials and workshops.

3.9.3 Work Force and Work Machinery

The details of the construction staff has been shown below in Table - 3.1. Thelabour will work in one shift of eight (8) hours. The construction machinery whichwill be utilized for construction is shown in Table - 3.2.

Table - 3.1: List of Construction Staff

Sr.Category of Staff Tentative Number

No.

1 Engineer 5

2 Construction Manager 1

3 Planning Engineer 3

4 Material Engineer 3

5 Site Engineer 2

6 Supervisor 5

7 Foreman 15

8 Skilled Worker 30

9 Semi Skilled Worker 50

10 Machinery Operator 16

11 Admin. 2

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3.10

3.11

Table - 3.2: List of Construction Machinery to be used for Construction

Sr.Type of Machinery Quantity

No.

1 Excavator 1

2 Dumper & Loader 1

3 Tractor & Trolley 4

4 Water Bowser 1

5 Lift/Crane 1

6 Generator 1

7 Concrete Pump 3

8 Water Pump 3

9 Welding Plant 5

10 Concrete Mixing Plant 1

At operation stage, the project proponent will be involved for operation andmaintenance of the proposed facility.

GOVERNMENT APPROVALS AND LEASES REQUIRED BY PROJECT

The approvals have been applied for. The environmental approval according tothe Section 12 of Punjab Environmental Protection Act-2012 is tile mandatoryrequirement of the project. All the other approvals pertaining to the project areunder process from various departments,

COGENERATION PROPOSAL

A new Efficient, high pressure Co-generation plant is proposed to be added, whichwill provide the low pressure steam for the Process & generate Surplus Power,

The proposed Co-gen Plant will consist of 2x160 TPH, minimum 60Kg/cm2,

485+oC Bagasse fired Boiler, 11KV, 50-Hz Extraction cum Condensing TurbineGenerator sets,

The bagasse generated from sugar mill will be sufficient to meet requirements ofboth the Boilers and some quantity will be saved during season, The co-gen plantwill be operated in condensing mode during the Off-season using the savedbagasse.

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3.12 LAND & BUILDING REQUIREMENTS

Sufficient additional vacant space is available to install necessary plant &machinery required for 49.8 MW Co-gen plants. Layout of the various sections forall the plants & machinery have been worked out in order to utilize the land veryeconomically, without sacrificing the ease of operation & maintenance. The Civilworks in Cogen plant will mainly include the main building for the Turbine-generator house, Control Room and Machinery & Equipment Foundations, theBoiler, Turbo-generator set, Switch yard, Cooling Tower basin, Chimney & AshSilo, etc.

Non-factory buildings, like time office, security office, administrative office, guesthouse and the residential quarters already exist & will be used without anyadditions / alterations.

3.13 PLANT AND MACHINERY

3.13.1 Boiler

Sufficient Bagasse Storage & Handling Space is available near the proposedBoiler area. Supply & Return Bagasse Feeding Conveyers, etc, are proposed tobe suitably modified for feeding Bagasse to the new Boiler during Season & Off -Season operations. The Boiler operations will be fully automatic.

The Boiler Plant will be complete with fuel storage, fuel conveying & firingsystems, ash handling and storage system, HP & LP chemical dosing systems,Electro Static Precipitator, 10, FD & SA fans, Boiler Feed Tank, De-aerator, BFWpumps, etc. with necessary controls and safety devices. Boiler control panel willbe housed in the boiler House to facilitate operational convince. Facilities will alsobe provided for storage, Handling & Feeding of Alternate Fuels for the proposedBoiler, so as to achieve continuous plant operation during the period of lowCane/Bagasse availability & also during the Off-season.

3.13.2 Turbine Generator

The proposed TG set will be capable of meeting the balance Process Steam &Power requirements of the Sugar Mill & Cogen Plant Auxiliaries.

Part of the steam will be condensed in the condenser and recycled back to theboiler. Bleed steam is used for heating the broiler feed water in the Heaters andEjector to create vacuum in condenser. Extracted steam will be used in theprocess house for making sugar as well as in the de-aerator for feed waterheating .

The TG set will be provided with Electronic Speed Governor, 11KV switchgearwith VeB, control panels, synchronizing facility, safety devices, earthing network &grid interfacing facility, etc,

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3.13.3 Bagasse Handling System:

Bagasse generated from the Sugar Mill is fed to the existing boilers through aconveying system & surplus bagasse is conveyed to the storage area. Theconveyor is proposed to be modified to handle the additional quantity & extended

to feed the new Boiler.

Excess bagasse from the New Boiler will be fed to a conveyor and conveyed to

the Yard in parallel to the existing Conveyer.

I During off seasonl stoppage of Mill, the stored Bagasse will be fed using theexisting Return Conveyor and dropped to a new conveyor proposed for the Boiler.

II 3.13.4 Ash Handling System,

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Ash handling system will comprise;

A. Bed Ash: Submerged Ash conveyor

The bed ash is collected in front of the boiler in a submerged Ash Conveyor

and conveyed to MS Ah Silo of about minimum 8 hrs storage (Keeping futureexpansion) through a Belt Conveyor.

B. Fly Ash: Pneumatic Ash Handling

It is envisaged to provide Dense Phase type Ash Handling System for

handling Fly ash generated from Air pre-heater, Economizer & Electro staticprecipitator (ESP). The system will consist of Surge Hoppers below Air pre-heater, Economizer and ESP hopper, Conveying Pipes and Ash storage Silofor minimum 8 hrs storage capacity (Keeping future expansion).

3.13.5 Water Treatment System

Water treatment plant will comprise of a RO based OM plant.

3.13.6 Cooling Tower

Cooling towers of induced Draft, Counter Flow type shall be provided. The coolingtower will have RCC basin & filled with PVC film. The cooling tower shall be

designed for catering the cooling water requirement for the Cogen plant auxiliariesincluding condenser, oil coolers, air coolers, air compressors, Boiler feed pumps,etc.

III The cooling water system will be provided with chlorination dosing system and

circulating water chemical treatment system to prevent against algae growth andto maintain circulating water quality.

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3.13.7 EOTCrane

One EOT (Electrical Operated Overhead Traveling) Crane will be provided in thepower house for undertaking maintenance of the turbine and Generator. Capacityof the Crane is considered at 30/5 (approximately) Tones, for lifting heaviestcomponent during maintenance. An auxiliary hoist of 5 Tones is also foreseenalong with main hoist.

3.13.8 Compressed Air System

This compressor system will meet with both instrument air as well as the serviceair requirement of the plant. The service air shall be tapped off from the airreceiver, without passing through the air dryer. Compressed air system will consistof Compressors, inter & after Cooler, Refrigeration Type air Drier, Air receiver &Instrument Air Distribution Network. The distribution Network will cover instrumentair requirement for the pneumatic devices in power plant.

3.13.9 Thermal Insulation

All exposed portions of the plant, which operate at temperature of 60QoC andabove during normal operation will be thermally lnsulated. The thermal insulationis carried out to restrict the temperature on the souter surface of the cladding to200°C above ambient. The lnsulatlon is designed based on a wind velocity of3m/sec.

3.13.10 Personal Protection

Piping and equipment within reach that do not require insulation to prevent heatloss, but having a surface temperature exceeding 600°C will be insulated forpersonal protection

3.13.11 Ventilation and Air Conditioning System

Ventilation and Air conditioning facilities will be provided for the various plantpremises to ensure proper working environment both for men & machines and tomaintain necessary environmental conditions for proper storage of plantmachinery, Equipment and Materials. While the Control Room will be providedwith Floor standing / wall mounted Split ACs. Redial Exhaust Fans will beprovided in the TG Hall & Electrical Switchgear Room for proper ventilation

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SECTION - 4DESCRIPTION OF ENVIRONMENT

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4 DESCRIPTION OF ENVIRONMENT

4.1 INTRODUCTION

4.1.1

4.1.2

4.2

4.2.1

This chapter describes the baseline conditions, which cover the existing physical,ecological and socio-econorntc environment of the Study Area. Information onthese aspects has been derived from the desk study of available data, field visitsto the project area as well as information obtained through visits to theGovernment departments and other agencies namely Irrigation Department,Meteorological Department, Forest offices and prevailing environmental laws andenvironmental quality standards etc.

Desk Studies

Building design data was collected from proponent. This data included theavailable documents, drawings, reports, etc related to the proposed project ofcommercial and related utilities. The experts conducted a detailed desk study ofthe above available data before the field visit. Salient features of the project werethoroughly reviewed to assess their environmental implications. The documentswhich were consulted and departments visited are project site, IrrigationDepartment, Meteorological Department, Forest offices and other related officials.

Site Visits

A team of experts visited to the proposed site for collection of baselineenvironmental data for ambient air, noise levels, drinking water and waste watersampling, public consultation, baseline ecological environment data etc.

After the survey of the project area the environmental data regarding physical,ecological and socioeconomic aspects were collected for carrying outenvironmental assessment. Secondary data were also collected from varioussources mainly studies carried out by project proponents and reports of other lineDepartments. A social survey of the proposed area was carried in which peopleliving around the proposed site were interviewed to ascertain their views about thebuilding and utility facilities commissioning and operational activities to perceivethe impacts on the natural and socioeconomic environment around the proposedproject site. This included information on land, surface water, groundwater, air,vegetation, animals and human.

PHYSICAL ENVIRONMENT

Topography

Toba Tek Singh District is a district in the Punjab province of Pakistan. It is locatedbetween 30 33' to 31 2' Degree north latitudes and 72 08' to 72 48' Degreelongitudes. It became a separate district in 1982,

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The city and district is named after a Sikh religious figure Tek Singh. Legend has itthat Mr. Singh a kind-hearted man served water and provided shelter to the wornout and thirsty travelers passing by a small pond ("TOBA" in Punjabi) whicheventually was called Toba Tek Singh, and the surrounding settlement acquiredthe same name. There is also a park here named after the Sardar Tek Singh.

The district consists of an area of 3252 square. It has three TehsilsrrMAs.

• Toba Tek Singh• Gojra• Kamalia.

Kamalia is a city found in Toba Tek Singh District. It is located 30.73 latitude and72.65 longitudes and it is situated at elevation 158 meters above sea level.Kamalia has a population of 112,426 making it the 36th biggest city in Punjab.

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-Rivers

Tehsil Boundaries

Index Map

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Figure - 4.1: location of Project Tehslt

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Two Star Energy (Pvt.) Limited (TSEPl)Inilial Environmental Examination (lEE) Report

4.2.2 Soils

Soils form major part of environment. Their fertility and other specialcharacteristics have great relationship with environment. Climate has greatinfluence on the formation of soil, therefore, study of these factors is of greatimportance. Soil is dynamic layer in which many complex physical, chemical andbiological activities are taking place. Therefore, soil is a dynamic changing body.

Soil scientists restrict the word sailor solum to the surface materials which overthe ages have adopted the distinctive layers or horizon. Soils are made up ofsolids, liquids and gases. The solid part of the soil is made up of both inorganicand organic. While weathering of rocks make inorganic particles, the organicsolids consist of living and decayed plants. In order to classify the entire soils inPakistan, the Soil Survey of Pakistan has divided the entire country into nineecological zones. The soil of area on the whole is very fertile.

The geotechnical investigations carried out at the site for this project haverevealed the presence of the three distinct lithological units. First one is Lean Clay(CL) present in a firm to stiff state up to a depth of 3.0 to 4.0 m below NSL.Second is Silty fine Sand (SM) and poorly graded Sand with Silt (SP-SM) presentin medium dense to very dense state following the top layer and extending up tomaximum investigation depth of 30 m. Third layer is Lean Clay/Sandy Lean Clay(CL) of thickness ranging from 1.0 to 9.0 m is present at depths ranges from 14.0to 23.0 m. The groundwater table was observed at a depth of 25 to 38 m below ofearth.

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SOIl MAPOF

THE PUNJAB11118

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Figure - 4.2: Soil Map of Punjab

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Two Star Energy (Pvt.) Limited (TSEPl)Initial Environmental Examination (lEE) Report

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LAND CAPABILITY MAPOF

THE PUNJAB1918

V'....'.{ I'I~

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Figure ~4.3: Land Capability Map of Punjab

4.2.3 Seismology

Earthquakes are generated due to tectonic processes in the upper part of theearth called lithosphere, which is divided into several rigid parts called "Plates",Due to the movement of these plates, stress build up takes place and results inIr

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the deformation of the crustal mass in the form of folding and faulting. The energyproduced due to movement along the faults is depicted in the form ofearthquakes.

A minor to moderate earthquake originated from the Basement rocks in PunjabPlain could also produce appreciable ground shaking due to thick alluvialdeposits. The Two Star site lies in 2A category as shown in the Figure - 4.4.

III

IIIi SeismIc Zones,

%:, Z()1'\8 1

;r Zone 2A::.

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Figure - 4.4: Seismic Map of Pakistan

According to Seismic Zoning Map of Pakistan included in the Pakistan BuildingCode Seismic Provisions (2007), the project site falls in Zone 2A, therefore projectstructures should be designed in accordance with the requirement of seismicdesigning Zone 2A after giving due consideration to the foundation material.

I;I: 4.2.4 Meteorology and Climatology

Kamalia's climate is a desert one. During the year, there is virtually no rainfall inKamalia. The climate here is classified as BWh by the Koppen-Gelcer system. In

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Kamalia, the average annual temperature is 24,9 "C. Precipitation here averages270 mm.

Precipitation is the lowest in October, with an average of 3 mm. Most precipitationfalls in July, with an average of 76 rnm. At an average temperature of 34,8 "C,June is the hottest month of the year. In January, the average temperature is 12.7"C. It is the lowest average temperature of the whole year.

Table - 4.1: Climate Weather Data of Toba Tek Singh

---_._--_._._------,-------- - "-,,_ ...__ ._ .._,,._-_ ....__ --_.-- ..-- •....

month 7 3 4 ~ 6 ~ 8 ~ 1C u II) i

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''C (min) ~l• 1 8,C 13,3 18,8 n' 28.1_1 'J~ I' 1"':' , 2''! .1:; 18, I. 10. .. (:; U'--_I.J 1..'., __ L J .,

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"1 (min) H.~' ,1(;,·1 !; j. 9 6::· .8 71. M? ·1 Bi .1 8] j 7(: , : H"I. s :i] __j t:) . NI

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"1; "r_: Altitude: 158m Climate: B'.'ih "C: 24.9 mm; 27{) .T~I

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Figure - 4.5a: Climate Graph of Toba Tek Singh

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Figure - 4.5b: Temperature Graph of Toba Tek Singh

BASELINE ENVIRONMENTAL DATA

Noise Levels

The major source of noise at the project Site is the vehicular traffic on the mainroad and crushing plant near to the project site, Mostly, the noise level reaches itspeak during the daytime and afternoon in rush hours. Overall, the noise level atthis Road is presently much less than the other congested roads in city,

Table - 4.2: Noise Levels Monitored Data_._._

LEQIREFERENCE TIME

DATE DB(A) AVERAPOINT HOURS

GE-

15,12,2016 06:00 45 46 46 46 47 45 47 47 45 46,0

15.12,2016 09:00 61 63 63 62 68 70 70 61 66 64,88..__ .

15.12.2016 12:00 70 68 68 68 61 59 59 60 61 63.77Project Site ..

15.12.2016 15:00 62 69 72 62 60 61 60 59 60 62.77

15,12.2016 18:20 64 63 63 62 68 73 74 61 63 65,66

15.12.2016 21:30 45 46 49 49 48 45 41 42 42 45.22-

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LEQ IREFERENCE TIME

DATE DB(A) AVERAPOINT HOURS

GE

15.12.2016 24:00 35 36 36 36 37 35 37 37 35 36.0

15.12.2016 03:00 34 33 31 31 31 32 33 31 32 32.0

15.12.2016 06:00 45 46 46 46 47 45 47 47 45 46.0

• ~hgh NOise levels were associated with moving of Bicycle and Heavy Tractors durinq the monitoring hours.

4.3.2 Air Quality

The project area is thinly populated and mainly surrounded by agriculturaldwelling. The containment in the air could be particulate matter which is naturallyoccurring from the loose surface soil and gets suspended in the air due to humanactivities (traffic and others) and wind flow.

Table - 4.3: Ambient Air Monitored Data

REFERENCE TIME S02 N02 COPM10

DATE(lJg/m3

) (].Ig/m3) (mg/Nm3

)(].Igl

POINT HOURSnr')

15,12.2016 06:00 22.4 23.2 1.2 26.3

15.12.2016 09:00 34.8 29.6 2.3 42.7

15.12.2016 12:00 35.8 36.7 2.6 42.5

15.12.2016 15:00 36.1 37.2 0.1 43.1

Project Site 15.12.2016 18:20 25.7 25.3 1.8 42.8

15.12.2016 21:30 11.1 12.3 2.5 23.8

15.12.2016 24:00 21.0 22.2 2.3 23.7

15.12.2016 03:00 20.9 21.9 1.0 23.1

15.12.2016 06:00 22.6 23.6 1.3 27.3

80 80150

NEQSIJg/m3 Jlg/m3 10 mg/Nm3 jJg/m

3

NEQS - National Environmental Quality Standards for Ambient Air .

• High concentration of air pollutants are associated with burring of the post cultivated land, ruing moving of HeavyTractors during the monitoring hours.

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4.4

4.4.1

ECOLOGICAL RESOURCES/BIODIVERSITY

The project area lies in the commercial and agricultural area having dominanttrends of commercialization. The surrounding area of project site consists ofagricultural land.

Fauna

The major fauna of the project site is list in below table.

Table R 4.4: List of Birds

# Common Name Zoological Name

1 Bank Myna Acridotheresginginianus

2 Blackbird Turdusmerula

3 Black drongo Dicrurusmacrocerus

4 Rock Pigeon Columbia livia

5 Common babbler Turdoides caudate

6 Common Myna Acridotherestristis

7 Garden Warbler Sylvia borin

8 Indian Robin Saxicoloides

9 Whiite-browed wagtail Motacillamadaraspatensis

10 Little green bee-eater Meropsorienta/is

11 Asian Pied Starling Stumus contra

12 Red turtle dove Streptopeliatranquebarica

13 Red-vented bulbul Pycnonotuscafer

14 Ring-necked dove Streptope/iacapico/a

15 Lang-tailed Shrike Laniusschach

16 Great spotted woodpecker Dendrocopos major

17 White-browed wagtail Motacillamaderaspatensis

18 Asian Koel Eudynamysscolopacea

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# Common Name Zoological Name

19 Common hawk-cuckoo Cuculusvarius

20 Coomon Koel Eudynamysscolopacea

21 Pled Cuckoo Clamaforjacobinus

22 Red turtle dove Sfrepfopeliatranquebarica

23 Ring-neck dove Streptopeliarisoria

24 Rose-ring parakeet Psittaculakrameri

25 White-backed vulture Gyps africanus

26 White-breasted kingfisher Halcyon smynensis

Not only the birds, but different other classes of the animal species also play animportant role for the habitat of the area as shown in Table - 4.5.

Table - 4.5: List of Different Classes of Animals

Mammals Reptiles Amphibians Insects

Stray dogs Monitor Lizard Indus valley bullfrog Dragonfly

Feral cats Geckos Common frogs Damselfly

Donkeys - Toads Butterflies

Cows - - Honey bees

Bats - - Earthworms

Goats - - Centipedes

Small Indian - - -mongoose

Indian palm squirrel - - -

Buffalo - - -Mole - - -Horse - - -Sheep - - -Source: INWF

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4.4.2 FloraAmong trees shisham (Delbergia sisso) and kikar (Acacia) are tha mainspecies. other species growing in this area are Eucalyptus, Semul (Bombax ceiba),Bakin/Dharek (Melia Azerdarac), Jaman, Sukhchain(Pongamia glabra), Mulbery(Morus alba), Beri (zlzipus maurities) , Beri and Bakain are commonly found there.

4.5 AGRICULTURAL

4.6

4.6.1

District Toba Tek Singh is one of the best producers of orange "locally known askenno". It contributes towards export standard quality of orange produced in allPakistan. The majority of people living in this district have profession of agricultureand it produce several kind of agricultural and dairy products like meat, eggs,cotton, maize, several pulses, peach, guava, tomato, melon, water melon, mango,tobacco and onion, sugar cane. Toba Tek Singh is very well known for Poultry andTunnel farming too.

Agriculture landuse Map

_ ForestC_~__-" Small trees ot' open eerubl -, ScrUb or desert vegetation

f~~~~:i~:8tc Cotton

4-< Fl." proceBslng

Figure - 4.6: Agricultural Land Use Map

EXISTING SOCIO- ECONOMIC CONDITIONS

Demographic information

Demographic information is given in the following tables;

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Table - 4.6: Demographic Information

Indicators Value Indicators Value

Total population 1.86 million Urban population 350,963

Population of tehsil Gojra 568,693 Rural population 1515701

Population of tehsil TT Singh 710,572 Population density 573(persons per sc.krn)

Population of tehsil Kamalia 587,399 Sex ratio (number of 108males over 100females) at birth

4.6.2 Socioeconomic and health indicators

Table - 4.7: Detail of Socioeconomic and health indicators

Indicators Value

District specific figures MICS 2007-08

Literacy rate 63%

Infant mortality rate (IMR) 64 per 1000 live births

Under 5 mortality rate (USMR) 90 per 1000 live births

Maternal mortality ratio 227 per 100,000 live births

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Figure - 4.7: Map of District with Health Facilities

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4.7 QUALITY OF LIFE VALUES

4.7.1 Health of the Project Area

4.7.2

4.7.3

4.7.4

4.7.5

The health of the project area is very much sound, private and governmentmedical facilities are available in colossal quantity within the project area.

Employment Sources in the Project Study Area

Most of the people have adopted multiple sources of income to sustain their lives.Government and private services, agriculture business and transport are the othersources of income of the people.

Basic Facilities Available In the Study Area

Basic facilities including electricity, water, gas, telephone, roads and transport areavailable to every pocket of the area. Cellular/mobile telephones are available witha large number of the people.

Educational Institute

Toba Tek Singh has several institutions of higher education including

• Agriculture University sub campus T.T. singh

• Jamia Masjid Usmanaia, Assistant Commissioner Office Toba Tek Singh

Islamia Group of colleges Toba Tek Singh

Convent Of Jesus And Mary High School

Govt. College of Commerce

Shakila Ghafar National College T.T.S

••••

Cultural and Aesthetic Values

Because of limited income, most of the common people live marginalized status oflife. Agriculture and work in industries are the main livelihood earning source withlimited land holdings. Old traditional and simple life typical of the Punjab villages isthe prevailing cultural and aesthetic characteristic of life style of majority of thepeople. In spite of all the modernized way of style even now virtually elders areresponsible to make decisions and the decision is valued by the family members.Elderly people command respect and are the deciding factor in most of thedecisions.

Decades old culture and customs in every walks life are dominant. Old peopleprefer to live conservative life style. However, due to awareness and educationthrough TV and print media, the young generation is in the process of transition intheir life style. General attitude to visitors especially is quite welcoming.

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Arranged marriages are mostly in practice. And these are quite successful. Printand electronic media are influencing almost all walks of life of the people of allcategories. There is a lot of awareness about the value of education. Rich or poor,all families are trying hard to get their children educated. Mostly joint familysystem prevails and people reap the fruits of this system. Most of the families arequite coherent. There is a rising trend in the society to change their old traditionalsocioeconomic pattern of life. Print and electronic media are playing great role inbringing tangible change in the old pattern of life.

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SECTION - 5ENVIRONMENTAL IMPACTS DUE TO THE

PROJECT & MITIGATION MEASURES

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5 ENVIRONMENTAL IMPACTS DUE TO PROJECT &MITIGATION MEASURES

5.1 METHODOLOGY FOR ANTICIPATING ENVIRONMENTAL 1MPACTS

Baseline data and conditions form the basis for evaluation of the environmentalimpacts of the proposed bagasse fired cogeneration power project.

A tabulated evaluation procedure has been used for purpose of presentation. Theseverity of the impact is presented on point scale. The evaluation scale, that isused for the lEE Study is given below:

Scale: Extent of Impact......... = High....... = Medium.. = Lowo = No impactTTT

locally favorableregionally favorable.

==

For evaluation rating, the Punjab Environmental Quality Standards (PEQS) andNational Ambient Air Quality Standards (NAAQS)~Pakistan, are used asguidelines. Various parameters of extent of environmental impacts are describedbelow:

Table ~5.1: Evaluation of Impacts

Extent of Environmental Impact Description

High (......... ) National Standards are exceeded.

Medium (A Ao) Between National Standards.

Low (A) National Standards are met.

5.2 ENVIRONMENTAL IMPACTS ASSESSMENT DURING CONSTRUCTIONPHASE

This section discusses the potential impacts anticipated due to the installation of49.8-MW power plant and associated facilities on the natural resources andvarious environmental segments of the site and its vicinity.

5.2.1 Soil Erosion

The proposed project requires minor land clearing, leveling and site preparationfor the installation of the power house its associated facilities. No wetlands are

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present within the project boundaries or up to long distances (15-km) around theproject site. The proposed construction area is not anticipated to impact the entirearea available. General site preparation and construction activities associated withthe overall development of the project site include the following:

• Clearing/grubbing of all un-cleared portions of the construction area andlay-down area;

• Stabilizing, grading, filling, and contouring the area for power plantfacilities;

Construction of permanent storm water management system;•• Performing groundwork as necessary for construction of facility footings,

foundations and underground utilities including electrical, water,wastewater, and other piping systems;

• Power plant facilities construction and

• Earthmoving, grading, re-contouring and landscaping.

Site preparation will consist of clearing and grubbing, followed by grading andleveling. Topsoil that is suitable for reuse will be stockpiled for landscaping and forestablishing vegetation after construction has been completed.

Mitigation Measures

During early site preparation activities, temporary storm water managementstructures and soil erosion and sedimentation control devices (e.g. ditches,retention basins, berms, and siltation fencing) will be used to minimize runoffduring the construction phase.

Site preparation and construction activities will not require any explosives. Roughgrading, excavation, and backfill activities will be performed to prepare the site forunderground utilities, concrete foundations, and surface drainage. Structuralbackfill materials may be imported to the site for constructing concrete foundationsand to raise grade site elevation to achieve proper drainage.

After construction of the bagasse boiler project is complete, any remaining areasthat do not have an impervious surface will be vegetated with native plants,ornamental shrubs, flowers, trees and grass materials. The plant site will bealtered to construct new facilities. Structural and general fill will be added toelevate the site to design elevations. Soils excavated for the major equipmentfoundations may be used as general backfill or structural fill, if appropriate. Fillmay be required to raise portions of the site to grade.

Since the site is in a flat area, the fill should not cause adverse impacts to sitetopographic conditions. Very little, if any, runoff flows onto the proposed site.Therefore, the fill will not impede existing drainage patterns. Added fill, with

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compaction, will shift areas of percolation within the site. Runoff will be managedwith the storm water management system to mimic pre-construction conditions.During construction, erosion at the site will be managed with the erosion controlplan. After construction, pervious areas will be planted predominantly with nativevegetation, trees, grass and flowers to control erosion.

Extent of Impact on Erosion/Sedimentation = ... (Lo\X,)

5.2.2 Air Quality

Expected impacts on air quality during the construction phase of the proposedproject are:

• dust engraftation during construction activities including leveling,excavation for foundations of the boiler and its associated equipment,compaction, backfilling etc, and

• emissions of Sulphur Dioxide (S02) , Nitrogen Oxides (NOx), CarbonMonoxide (CO),and unburnt hydrocarbons, Particulate Matter (PM) andnoise from vehicles and construction machines to be deployed duringconstruction activities.

Dust generation from construction activities is an important concern duringconstruction phase. Dust particles generally larger than 10 um will be thrown up,resulting in visible deposition close to the construction activities.

The quantity of any emissions released during the construction process willgenerally be very low, but will vary on an hourly and daily basis as constructionprogresses. Fugitive dust emissions will be greater during land clearing and sitepreparation phases. Fugitive dust emissions will also be greater during the moreactive construction periods as a result of increased vehicle traffic on the site. Thedust to be generated during construction activities will be mostly inorganiC.quantum dust generation will depend on weather conditions, wind velocity,precipitation rate, and type of construction activities. Expected main sources ofsite of dust emissions during construction are:

• land clearing

• excavation

• earthwork

• ground leveling

• vehicles movement.

Dust and grit are expected to be present in the air during the construction phase indry months. This will end when the major civil works finish. Some dampening ofthe exposed areas, by employing dust control methods, may therefore be

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necessary during periods of dry weather in order to reduce the risk of dustentrainment in the ambient air. Peak dust generation, if construction activitiescoincide, will be during the drier months and this dust will tend to becomedispersed within the ambient air as a result of vehicle movements. It will thereforebe necessary to ensure that loads are duly covered to prevent fine dust blowingfrom open-top trucks and through vehicles tires. In dry periods, it may also benecessary to employ dust control measures. There will be an overall increase intraffic and heavy machinery movement during construction phase for a limitedperiod leading to rise in emission level. These emissions together with exhaustemissions from equipment deployed during the construction phase are likely toresult in marginal increases in the levels of sulphur dioxide (S02), nitrogen oxides(NOx), carbon monoxide (CO), and unburnt hydrocarbons (HCs). Potential minorsources of volatile organic compounds include evaporative losses from onsitepainting, refueling of construction equipment and the application of adhesives andwaterproofing chemicals. The background levels of these pollutants areconsidered to be non-existent based upon the low frequency of traffic useproximal to the site. However, even with the predicted increase in constructionrelated traffic and associated site activities, any increase in these pollutants isconsidered to be insignificant. The project site is very vast and carrying capacity ofair around has not yet been utilized because no worth mentioning industry is infunctioning around. This will be an additional advantage to the project fordlssipatinq the emissions into the air and reducing emissions in such virgin air.

Mitigation Measures:

Fugitive dust emissions from the construction site will be minimized usingappropriate dust suppression control methods. These standard control methodswill include;

• paving or placement of gravel on roads,

• applying dust suppressing agents or water to roads and other exposedsurfaces, or other methods, as needed.

• existing public road upon exiting the site is paved.

spilled and tracked dirt (or other materials) will be removed from theadjacent road in a timely manner.

all construction related fugitive dust emissions will be temporary and willstop once construction is completed. Emissions from open burning will belimited by removing materials whose burning would produce excessivesmoke e.g., green vegetative materials.

regular sprinkling of water with time intervals will reduce the impacts of thedust during construction.

•

•

•

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5.2.3

5.2.4

The proposed mitigation measures will reduce the impacts to an acceptable level,especially as they are limited to the construction phase. The overall constructionperiod is expected to have duration of 18-months.

Extent of Impact on Air Quality = A(low) [with adoption of mitigationmeasures..J

Groundwater

The proposed project site is located within the aquifer that is still un-explored forsurrounding communities, The subsoil water is highly saline and cannot be use fordrinking purpose, Based upon the importance and sensitivity of this aquifer, aswell as a good construction practices, all precautions necessary will be required toreduce the potential for site impacts on ground water to a minimum, While theproposed site preparation and facility construction activities for the ProposedProject are not anticipated to cause any short-term or long-term groundwaterimpacts to the site, Best Management Practices (BMP) will need to be employedduring construction to ensure impacts (if any) are minimal and are properlymitigated.


During construction all contractors, technicians and laborers will be required toimplement best practices to minimize the potential for spills of fuels or chemicals,Maintenance will be performed only in designated areas. In the unlikely event thatspills do occur, they will be managed in accordance with the project'sEnvironmental Management & Monitoring Plan (EMMP), To further minimizepotential environmental impacts, it is recommended that full-time environmentalmonitoring is conducted during construction, particularly during all refuelingoperations to minimize potential concern. The environmental monitoring could beunder the Environmental & Safety Department or a member of the safetydepartment with the authority of "Stopping the Job" in the event thatnoncompliance of environmental regulation is being observed.

Extent of Impact on Ground Water = "'{Low) [with adoption of mitigationmeasures.]

Solid Waste

The major solid wastes to be generated during construction activities are:

• Bricks waste

• Waste from Quality Control

Paper bags

Used oil/lubricants

••

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• Metal/wooden waste

• Medical waste

• Empty drums or containers

• Cotton rags

• Miscellaneous waste: Miscellaneous solid wastes include batteries, tires,tubes, filters, belts, nylon strips, bag fHters, scrap wood, steel scrap, household articles etc., which will be sold in the market through scrap dealers.


• During the site clearance stage, it is anticipated that relatively largequantities of solid waste would be generated from labour camps, top-soiland sub-soil. Part of the excavated material would be used for leveling andgrading and the balance would be stockpiled at designated locations onthe site. Other solid wastes including, cooking waste and general solidwaste are often associated with a relatively large work forces. Cookingwastes and general garbage will be collected at regular intervals and landfilled at an approved disposal site.

Adequate number of solid waste container should be provided at theproject site at various places and shall not in any case dispose of wasteindiscriminately outside of the boundary wall of the project site.

The wastes like organic, inorganic, hazardous, non-hazardous waste etcshould be collated and stored according to the nature of the wastes. Thesewaste should be dispose off through a certified contractor who shalldispose the waste in consultation of Tehsil Municipal Administration (TMA)with environment sustainable manner. However, while disposing any wastematerial, all environmental aspects/impacts of such wastes should becommunicated clearly to the concerned contractor. Record of all suchsales shalf be maintained for later use if and when required.

•

•

Extent of Im~act Due Solid Waste = .. (Low) [with adoption of mitigationmeasures.]

5.2.5 Noise Impact

Construction of the proposed project is expected to take place for about 48-months, with varying degrees of activity occurring during different phases ofconstruction. Construction phases are expected to include excavation, concretepouring, steel erection, mechanical/electrical installation and cleanup. Noise willbe generated by operation of heavy equipment and increased frequency ofvehicular traffic in the area during construction activities. Vibration levels will alsoincrease due to these activities. However, these impacts are short term,intermittent and temporary in nature and are not likely to be telt outside the

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boundary of the proposed project. The exact noise levels are a complex function

of variables such as the actual noise levels emitted from each major noise-emitting equipment, their location and orientation within the construction area, andtheir operation and load.


The adjoining localities are outside the range of impact of noise emissions due toconstruction activities. Overall, the impact of noise generated during constructionon the environment is temporary and mainly confined to daylight hours. It isanticipated that it will be possible to reduce noise impacts during construction toan acceptable minimum by properly examine and tuning of the noise producingmachinery, installation of noise barriers and noise abatement measures. It isrecommended that project noise should meet the PEQS for noise as mentioned inTable - 5.2 of this section,

Table - 5.2: Punjab Environmental Quality Standards - Noise

Effective from 1st July 2013Category of Area/Zone

Day time Night time

Residential area 55 45

Commercial area 65 55

Industrial area 75 65

Silence zone 50 45

Extent of Impact on Noise = ... (Low) [with adoption of mitigation measures.]

5.2.6 Fire Risk

Fire and explosion hazard impacts are not expected during the construction phasedue to the limited quantities of flammable and combustible materials to beimported to the site, The availability and use of portable extinguishing systemswould limit the impacts of small fires, and personnel will be required to receivetraining on the proper use and locations of this equipment.

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During construction, any waste disposal burning will be conducted in a clearedand dedicated area under controlled conditions, on those days when ambient airconditions will not permit embers to drift into the surroundings.

Extent of Impact on Noise = A. (Lq_w}[with ado~tion of mitigation measures.1

5.2.7 Ecological Impacts

5.2.7.1 Terrestrial Systems

During construction activities, only very minor land clearing is required as acomponent of the proposed development activity. Land clearing, as proposed, willbe limited to that required for the needs of the project, and will be conducted insuch a manner that is protective of the environment.

5.2.7.2 Fauna and Flora

No ecological important flora and fauna is present at the site. The constructionarea is not perceived as including sensitive habitat. Under normal dry weatherconditions, a significant amount of dust will be thrown up by excavating activities.Hence, vegetation and animal habitats in the vicinity village near the site androads will be affected by wind-blown dust and its deposition. The contribution tothe natural dust concentration in the air will only be of relevance at the beginningof the construction phase, during the main excavation activities. During thisperiod, dust can be expected to settle on plant leaves and aerial roots, whichcould hinder air exchange and assimilation by the. plants. The temporarilyincreased vehicular traffic coupled with high noise levels due to variousconstruction activities may also have some negative impacts on animals.Especially birds and other acoustically orientated animals living in the vicinity ofthe site and the roads used can be disturbed by noise. Disturbances during theperiod of construction could drive noise sensitive bird species from their habitats,but these are expected to return after construction has finished. No endangeredspecies were found in the construction area. During the visual inspections of thesite no nests or nesting was observed. No birds or wild animals were discerned inthe site vicinity. The influence of dust is unavoidable but mainly restricted to thefirst period of the construction phase. No major impacts by dust and noise on theflora and fauna in the vicinity of the site and the used roads are to be expected.The construction related impacts on fauna and flora may be considered to be low.


• It is suggested that extensive tree plantation should be carry out tomaintain the natural habitat.

Extent of Im~act on Fauna & Flora = A(Low) [with adoption of m!tlgationmeasures.)

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5.2.8 Impacts on Human Population

Construction related noise is not anticipated to be a concern to the nearestreceptor, but to mitigate this potential concern, construction will normally occurduring daylight hours and will run during one shift per day. In addition, anyexcessive noise generated by construction related activities will be short term andshort duration, and will generally not expected to exceed the PEQS. However,there might be a notable increase in road traffic as freight is moving to the site. Nodirect impacts to the communities or neighborhoods are anticipated .

Based upon visual inspection of the site and site vicinity, the proposed powerplant site and roadway are absent of any residences. As a result, no relocationimpacts are anticipated.

Extent of Impact on Human Population = A(low) [with adoption ofmitigation measures.)

5.2.9 Traffic Impact

It may be anticipated that an overall increase in traffic would occur directly as aconsequence of the proposed construction. An increase in traffic will occur to andfrom the project site subsequent to freight arrival. The temporary traffic impactsare not expected to affect significantly the local residents since residentialdevelopment is sparse in the immediate site vicinity. No significant traffic problemsare expected during the construction period, other than minimal delays for startand stop time for the workers commuting to their residences and due tooccasional heavy equipment and materials moving to and from the site.Construction traffic generation should be viewed at the most as a temporaryinconvenience.


The constructor should prepare a traffic management plan in consultation with thelocal population and project proponents.

Extent of Impact on Traffic = A(low) [with adoption of mitigation measures.]

5.2.10 Socio-economic Impacts

Most of construction workers are anticipated to be hired from within the Kamaliacity. In addition, general contractors/vendors, consultants and engineers fromwithin the country will provide technical and specialized services. The constructionimpacts on the local employment opportunities are beneficial, although relativelyshort term. Indirect employment in the local area will also occur primarily in retail,eating and drinking establishments. During construction of the plant an estimatedemployment opportunities (of 500 - 700 workers) will be created both for skilledand unskilled local workers.

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Two Star Energy (Pvt.) Limited (TSEPL)Initial Environmental Examination (rEE) Report

Extent of Socio-Economic Impact = T T (Locally Favorable)

5.2.11 Public Services and Facilities

Construction related impacts to public services and facilities, such as police, fire,and medical services and water, wastewater and solid waste disposal are notexpected to be significant. With minimal relocations to the project area expected,existing facilities and services will be adequate to meet the demands on theseservices. The selected general contractor will be responsible for removing anddisposing of construction related debris, in environmentally safe manner and atsome suitable designated site.

Extent of Public Services and Facilities Impact = A. (Low) [with adoption ofmitigation measures.]

5.2.12 Cultural Resource Impacts

Fugitive dust emissions will be properly controlled so that no impact on visibilitywill occur. Also as discussed, due to attenuation with distance, construction noisewill not affect the quality of life at the nearest habitats. Some minor inconveniencemay occur through increased traffic and equipment creating conflicts on IndusHighway/Road. However, during construction of the power plant, no conflicts areanticipated with cultural resources in the area.

Extent of Cultural Resource Impacts = A. (Low) [with adoption of mitigationmeasures.)

5.2.13 Waste Water

Sewage and waste water will be generated at the construction camps and fromconstruction activities. If generate effluents are not properly treated or disposed offthis may contaminate the surface and any other source of water and land. It isanticipated the following estimated effluents will be generate during theconstruction of the site.

Table - 5.3: Estimated Effluent Generation

SourceEstimated Quantity

Disposal Practice(liter/day)

./ Disposal throughWorkers/Labour Staff

40,00Septic Tanks

(about 500 maximum) ./ Sewage Disposalfacility

Disposal through

Construction Waste 200Sprinkling onunpaved area andseptic tanks ,,----

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5.3

5.3.1


For effluents draining installation of proper sewage disposal facility for theentire site should be considered.

• Proper septic tanks of adequate size should be established.

•

Extent of Impact on Ground Water = A(Low) [with adoption of mitigationmeasures.)

ENVIRONMENTAL IMPACTS ASSESSMENT DURING OPERATIONPHASE

This section discusses the potential impacts from regular operation of theproposed project and associated facilities on the natural resources andenvironment of the site and vicinity. The power plant invariably has potential forenvironmental impacts during the operational phase of the project. During theoperational phase the following impacts are normally the most significance:

• Air quality impacts

Ecological impacts

Impacts associated with the abstraction and discharge of water

Impacts arisinq from solid waste management

Noise and vibration impacts

Soil, groundwater and surface water contamination

Accidents

••••••• Socio economic impacts

Air Quality Impacts

The combustion of Bagasse fired boiler operation inevitably results in emission ofgaseous pollutants to the atmosphere. The pollutants of potential concern aresulfur dioxide (802), nitrogen oxides (NOx), carbon monoxide (CO), carbondioxide (C02) and particulate matter (PM).

In general, the most significant emissions from the combustion in boiler of theproposed project are sulfur dioxide (802), oxides of nitrogen (NOx), carbondioxide (C02) and particulate matter. Carbon monoxide (CO) is much lessproblematic as developments aimed at improving combustion efficiency in theboilers have also addressed these pollutants. Electrostatic preclpltator (ESP) willbe installed to control the emissions of the boiler.

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"., Electrostatic Precipitator (ESP)ESPs are common installations on power plants to remove over 99% of ashparticles from million ft3 per minute of fumes. Electrostatic precipitators workbetter than the alternative, the fabric filter bag house especially when the gasto be treated and its particles are hot or wet.

Advantages

• Low operating cost (except at very high efficiencies)• Very high efficiency, even for smaller particles• Ability to handle very large gas flow rates with low pressure losses• Ability to remove dryas well as wet particles• Temperature flexibility in design

Collrrtinq pl~tr support

~.

'~$>Clr,1111'd flol',

oulirl

Colhlinq pl~Ierapper

Solids

Figure ~5.1: Layout Diagram of Electro Static Precipitator

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)' Design Parameters of Electrostatic Precipitator (ESP)

Table 5.4: Design Parameters of ESP

ParametersDesign

UnitValue

Reservoir Depth (D) 10.00 ftReservoir Pressure(Pbar) 4.350 psiaIPR (qmax) 15,0 stb/dayProduction field gravity (81) 0.865 1 for H2OVolume factor for Production liquid (BL) 1,25 Rb/stbTubing inner diameter (dti) 2,992 In,Well Head Pressure (Pwh) 100 psiaPump Section pressure(PSUCtlon) 200 psiaProduction Rate (qLd) 8,000 Stb/dayBottom hole pressure from IPR (Pwfd) 2.823 psiaProduction rate at pump (qLd) 10.00 bbl/dayMinimum capacity of selected pump 10.00 bbl/day(qLP)Minimum Pump setting depth (Dpump) 2.997 ftInput pump setting depth (Dpump) 9.800 ftPump Section Pressure (Psuc!lon) 2.748 psiaPump discharge pressure (Pdischarge) 3,728 psiaPressure differential (Ap) 980 psiaPumping head (h) 2.263 Ft H2OPumping head per stage (hs) 60,00 Ft/stageHorse power per stage (hp.) 6,00 hpEfficiency (Ep) 0.86

Required number of stages (Ns) 38

5.3.2 Ecological Impacts

5.3.2.1 Impacts on Fauna and Flora of

a) Air Emissions

The effect of air emissions from the stacks upon breeding birds (if any) proximal tothe site will not be clear without careful monitoring. During the preparation of thelEE, no nest or nesting birds were observed on or proximal to the project site.Recommendations for a monitoring program include review of areas immediatelyadjacent and proximal to the site. Since birds are generally mobile, it is anticipatedthat they will relocate beyond the sphere of influence of the plant. The effect ofgaseous and PM emissions on the adjacent areas, after adoption of necessarymitigation measures, is not anticipated to be a concern, because the air quality

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levels are predicted to remain within those approved by PEQS for human health.Consequently, air emissions are not likely to affect local fauna and flora.

b) Noise

Noise from the operation of the proposed project, after adoption of necessarymeasures, will result in its level not exceeding the limits set by the PEQS. Thus,noise from the project activity will not give rise to any serious adverse impacts onthe surrounding fauna and flora.

c) Waste Water

Waste Water and Sewage from all sources will be treated in effluent treatmentplant. It is anticipated that about eight hundred gallon (800 g) per day of domesticsewerage will be generated which will be treated till the PEOS levels before itsfinal discharge, therefore, there is no question of any adverse impacts from wastewater to fauna and flora.

A tentative summary flow sheet (sketch) of the effluent treatment process:

Raw sewage & I Equalization I Temp.I I

waste water Control

L Treated water ready forTreatmentpHdisposal/irrigation within

Adjustmentthe plant

Source of EffluentEstimated Quantity Standard Meeting

(gallon/day) before dispoal

Workers! Labour Staff800 ./ Less than PEQS.

Colony

Extent of Impact on Fauna & Flora = "lLow) [with adoption of mitig_ationmeasures.]

5.3.2.2 Landscaping

At the completion of construction activities, landscaping should include use ofnative plant species.

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5.3.3

5.3.4

After completion of construction phase, the site will be mostly dominated bybuildings, plant & machinery, stacks and Bagasse storage. Within this area of lowvisual impact, the additional visual intrusion due to realization of the project maybe assessed as low.

Extent of Impact of Landscape = A (Low)

Solid Waste Management

The types, sources, and management of solid wastes anticipated to be generatedduring the operation of the proposed project facilities are as follows:

• Plant wastes such as office wastes, packaging materials, ashes, garbage,refuse, redundant electric gadgets, various types of wastes of a largevariety and rubbish/trash will be generated during the operational phase ofthe proposed project in addition to general solid waste. According to natureof solid waste, some of these will be recycled on the site while others willbe sold in the market through an approved contractor while keeping all therecords. The contractor will be fully informed/educated about the nature ofthe wastes. Other plant wastes, such as lead acid batteries will besegregated from other waste streams, collected and stored in suitablecontainers, and will be transported off-site and disposed at an approvedland fill site by an approved waste transporter and contractor.

Special wastes such as hazardous waste, industrial solvents and otherchemical wastes, and used oil, will be generated during the operationalphases of the proposed project. Special wastes could also include itemssuch as waste oils, waste lubricants, paints, maintenance-related wastes,used air and liquid filtration media, and empty or nearly empty chemicalcontainers. Most, if not all, of these materials will be disposed of byincineration through contractor. While others will be sold in the marketthrough a contractor, keeping record of them and informing the contractorof their hazards and rational use.

•

Extent of Impact of Solid Waste = .. (Low) [with adoption of mitigationmeasures proposed.]

Noise & Vibration Impacts

Once operational, additional ambient noises may be of concern. According to theproject feasibility study, ambient noise measurements of the equipment/machinerywill be designed to operate with a total noise level not exceeding 50 to 65 dB (A)in the very near vicinity of the machinery. While at the property boundary, thenoise level is expected to be less than 60 dB (A) as against the limiting value of 65dB (A) by the PEaS for industrial areas. Therefore, in case the built in design ofthe plant achieves these noise levels then no excessive ambient noise impacts

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are anticipated at the receptors especially the human settlements near to the

project site.

Extent of Impact on Noise Level = A(low) [with adoption of mitigation andcontrol measures.)

5.3.5 Societal Impacts during Operations

5.3.5.1 Neighborhood and Communities

Human settlements are present with in the distance of about 3 to 5 kilo meters(KM) from the project boundary line. None of these villages have any healthfacility or adequate drinking water supply. Education facilities are not adequate.Being very near to the project site, any environmental catastrophe or routine typepollutant emissions and their concentration above the limiting values of PEQS-Pakistan can cause adverse impacts on human health or any element of theenvironment around. Therefore, the project needs to be operated seriouslykeeping in view the environmental management plan and sticking to the PEQSemissions standards. Failing which to operate without following strictenvironmental control, there could be adverse effects of human health, wild floraand fauna, ecology and whatever comes in contact with the emissions from theproject.

Extent of Impact = .A (Low after strict compliance with the requiredenvironmental management systems)

5.3.5.2 Relocation Impact

As mentioned earlier, since relocation will not be required during implementationof the project, no impacts are anticipated in the project area of influence duringoperation phase.

Extent of Impact = A (Low)

5.3.5.3 Economic Impact

The establishment of proposed project will provide new jobs at the plant site.. Mostpeople of the area make their living directly or indirectly from agriculture andcottage industry. Short-term economic benefit will be realized by providingjanitorial services, horticultural services, loading/unloading workers, canteen, andsemi-skilled & some skilled activities, as well as by increased use of availablerental property. There are no negative or detrimental potential impacts on thesocio-economic setting of the area arising as a result of the proposed project. Assuch no mitigation measures are required.

Extent of Socio-Economic Imgact = T T (Locally Favorable}

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5.4 POSITIVE SOCIO-ECONOMIC IMPACTS ON THE OVERALL PROJECTAREA

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In ultimate analysis the impacts of project on social and economic activities in theproject area will be mostly positive. The economic analysis shows very higheconomic benefits compared to the cost. Salient economic benefits of the projectare:

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.:. Electric Generation

The power plant is expected to generate 49.8 MW of electricity. Given thatPakistan is facing the acute shortage of the energy this project will help towardsmeeting a portion of the shortfall, thus providing some measures of relief to thepeople of Pakistan. The generation of electricity will not only help the industrialsector and its outputs but will also help to raise the standards of living as it willreduce load shedding.

Furthermore, the proposed power plant is based on imported or some extent localBagasse which will prove to be less costly than the thermal power plants based onfurnace oil.

.:. Economic Boost

Increased economic activity with improved transport will ensure easy marketing ofagriculture and livestock produce. With improved economy, there will be furtherimprovement in services in the area and opportunities for employment, education,healthcare, especially for women and children, will improve.

.:. Employment Generation

Employment during construction phase will take up and train a large number ofunemployed youth. They will receive a life time benefit through skill training,capacity building and poverty alleviation. A large number of semi and unskilledworkers in the project area will be hired .

•:. Health Awareness

LlI,I..r

Greater awareness about Health care including HIV/AIDS and infectious diseasesamongst the labor and the close by community will be created.

.:. Improvement in Livelihood

At micro-level the hustle and bustle and increase in economic activities may bringthe cost of living down by making essential commodities available at cheaperrates. This combined with higher incidence of employments will bring the povertyline and crime rate much lower.

Extent of Socio-Economic Impact = T T (Locallv Favorable)

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SECTION-6COMPARATIVE EVALUATION OF

ALTERNA TIVE SITE

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6 COMPARATIVE EVALUATION OF SITE ALTERNATIVES

This chapter presents a systematic comparison of feasible project alternatives, interms of both the project (i.e., technology, design, operation, etc.) and siteselection. The assessment of alternatives and site selection includesenvironmental and social factors.

6.1 PROJECT SITE OPTION.

Site selection requires careful, well thought out and wise decision. Any over sightmay lead to major failure. The proposed project is located adjacent to Two StarIndustries (Pvt.) ltd located at Toba-Chichawatni road, Tehsil Kamalia of DistrictToba Tek Singh. The site is situated about 45-Km off from main Lahore-Multanroad and 245 KM from Lahore. TSEPL has proposed the three different sites forthe power plant. Locations of sites are shown in the Fig - 6.1, 6.2 and 6.3.

~ Proposed Site 1

Proposed Site 1 is located near the molasses pound and far away from theBagasse source point.

Proposed Site 2

This site is located near the Bagasse source point.

Proposed Site 3

This site is located near the housing colony at ground and far away fromBagasse source point,

Page 66

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6.1.1 Proposed Site 1

» Pros of Site

• Availability of land for proposed project.

• Availability of adequate water for process

• No displacement of people required.

» Cons of Site

• Cutting of Trees involve

• Away from the raw material such as Bagasse

• Away from the main road

• Near the Dense Infrastructure

The above Pros and Cons of proposed site 1 revealed that trees cutting and largedistance between bagasse source point and proposed site is present. This willcause the increase in project operational cost and disturb the environment.

6.1.2 Proposed Site 2

» Pros of Site

• No requirement for cutting of trees

• Near the facility of raw material such as Bagasse

• Near the main road

• No displacement of people required.

• Availability of adequate water for process;

II

» Cons of Site

• Land acquisition required for proposed project

Keeping in view the availability of land near the bagasse source point and noremoval of trees at site 2 made the preferred site for bagasse power plant.

I 6.1.3 Proposed Site 3

» Pros of SiteII

• Availability of land for proposed project.

• Availability of adequate water for process

• Near the main road

Page 71

~J Two Star Energy (Pvt.) Limited (TSEPL)Initial Environmental Examination (lEE) Report

- -

~ Cons of Site, • Cutting of Trees involve

• Away from the raw material such as Bagasse

• Near the Colony area

• Displacement of peoples

The above Pros and Cons of proposed site 3 revealed that cutting of trees andcolony area is present. If the proposed site (3) is selected, this will cause theincrease in project operational cost and disturb the environment.

6.2 ANALYSIS OF COGENERATION

i

ICogeneration has been adopted as standard means of energy generation sincelong by the sugar industry. With the use of efficient processing and energymanagement systems, energy from bagasse, over and above the sugar factoryneeds, is available and can be exported conveniently in the form of electric power,Application of sugar cogeneration will replace a part of fossil-based electricitygeneration leading to a more sustainable mix in power generation, Cogenerationwith power export will assist in reducing greenhouse gases (GHGs) emissions.

II~~II

6.3 ANALYSIS OF FUEL

I.JI

Fossil energy resources consist primarily of natural gas and furnace oil. Domesticoil supply is considered negligible and natural gas resources are becoming scarcein Punjab. Moreover, domestic coal is very high in sulphur and ash content, whichwill lead to severe environmental hazards. The project's proposal for usingbagasse, is the best option for environmental and economic reasons, In theabsence of any cheaper fuel, bagasse utilization is of prime importance,

6.4 ANALYSIS OF RENEWABLE ENERGY

II

Renewable resources such as wind power, micro hydro, and solar photovoltaicare not feasible options at the current time, but are subject to future consideration,particularly with respect to the price of fuel. With availability of bagasse for the alloperation days, the option of using other renewable energy sources will be highlycost ineffective. Moreover, high wind speed is only apparent for short periods oftime in the project site area and hydro potential does not exist.

II

Page 72

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SECTION-7ENVIRONMENTAL MANAGEMENT PLAN

III (EMP)

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7 ENVIRONMENTALMANAGEMENTPLAN (EMP)

This EMP describes the mitigation and management measures to address theenvironmental issues during construction, its regular operation phases of theproposed project.

7.1 OBJECTIVES OF ENVIRONMENTAL MANAGEMENT PLAN

7.2

7.2.1

7.2.2

The objectives of the EMP are as follow:

a) To outline functions and responsibilities of responsible persons.

b) To state standards and guidelines, which are required to be achieved interm of environmental legislation.

c) To outline mitigation measures and environmental specifications which arerequired to be implementation for all phase of the project in order tominimize the extent of environmental impacts and to manageenvironmental impact associated with the proposed project.

d) To prevent long term or permanent environmental degradation.

e) To identify training requirement at various levels.

SCOPE OF ENVIRONMENTAL MANAGEMENT PLAN

The EMP provides mitigation and management measures for the following phasesof the project:

Construction Phase

This section of EMP provides management principles for the construction phaseof the project. Environmental actions, procedures and responsibilities as requiredwithin the construction phase are specified. These specifications will form part ofthe contract documentation and therefore, the contractor will be required tocomply with the specifications to the satisfaction of the project Manager andEnvironmental Control Officer, in terms of the construction contract.

Operation and Mitigation Phase

This section of EMP provides management principles for the operation andmaintenance phase of the project. Environmental actions, procedure andresponsibilities are required from proponent within the operation and maintenancephase are satisfied.

Page 73

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tResident Engineer (RE)

'--

Contractor

Environmental

/ Supervision Consultant <, Project Proponent TwoContractor's (ESC) Star Energy (Pvt.)

Environmentalist Limitedt

IndependentEnvironment Monitor

Figure - 7.1: Organogram for Implementation of EMP

ENVIRONMENTAL MONITORING PROGRAM

It will be in the fitness of the things to operate this project under the EnvironmentalManagement Plan (EMP). The EMP will ensure that even all type of pollutantsfrom project is within the prescribed limiting values of the PEQS. Thus, theenvironment and human health around the project will be safeguarded.

Regular monitoring of all the significant environmental issues is essential to checkthe compliance status of EMP.

The main objective of the monitoring will be;

• To verify the results of the environmental study with respects to theproposed project.

• To estimate the trends of concentrated values of the issues, which havebeen identified as critical and then planning the mitigating measures.

• To assess the efficiency of pollution control mechanism.

• To ensure that any additional parameters, other than those identified in theJ EE report, do not turn critical after the commiSSioning of proposed project.

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Table - 7.2: Recommended Activities of Environmental Monitoring

Parameter/Receptor

Water Quality

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Location

• Ground Water

• Surface Water

Monitoring andReportingFrequency

Dust Emissions

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MonitoringMechanism

Discrete grab· Sampling and

sampling and laboratory

laboratory testing should be

testing of water done on monthly

samples. basis during the

construction and

annually during

the operational

stage.

• Discharges from

the construction

sites should be

tested for

temperature, pH

and turbidity.

'" Treated effluent

discharges from

the worker's

camp to be

tested for pH,

TSS and 8005.

roads during Particulate

construction Matter

• Sam piing and

laboratory

testing should be

period.

"Tracks along the Ambient

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done on monthly

basis during the

construction and

through

Quarterly basis

during the

operational

stage.

Monitoring.

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Parameter/Receptor LocationMonitoringMechanism

of

• Monthly

monitoring of air

pollution

parameters

including PM1D•

NOx, SOx, CO,

Hydrocarbons

during the

construction

period, and

through the

online monitoring

system of PM1Q,

NOx, CO, during

the operation

stage.

Monitoring andReportingFrequency

Noise Levels • Camp sites,

• Selected locations

along the project

access.

Noise meter • Monthly during

the construction

and operational

stage.

Stack emission Silencers of heavy Emissions

machinery, trucks monitoring

and other vehicles. system.

Monitoring

ambient

quality.

air

Ecological Environment

In all Project Area

during the

construction stage

and operation

stage.

Cutting of trees Periodic visits at • Weekly. --

dunng

site to ensure routine

that only those monitoring and

trees should be reported on

cut, which are monthly basis

demarcated for during the

cutting. construction

period, and

once in a year

monitoring and

reporting during

the operation

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MonitoringMonitoring and

Parameter/Receptor Location ReportingMechanism

Frequencyperiod.

socto-culturel Environment

Inconvenience to All around the Consultations • Monthly

community Project Area with community monitoring and

to get feedback reporting during

about the construction

inconvenience period.

due to the

construction

activities toperform their

daily routine

chores.

7.4 ENVIRONMENT MANAGEMENT COST

The total cost for the environmental management is estimated as 2.5 million PakRupees. The estimations are as followings:

Table - 7.3: Environmental Management Cost

Environmental Component Quantity Amount (PKR)

i. Tree Plantation (local species) 1500 700,000.0

ii. Health and Safety Measures L.S. 500,000.0and Provision of PPEs

iii. Air and Water Quality & Noise L.S. 800,000.0Monitoring

iv. Environmental Trainings L.S 500,000.0

Total Environmental Management and 2,500,000.0

Monitoring Cost

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Two Star Energy (Pvt.) limited (TSEPL)Initi~!_Environmental Examination (lEE) Report

7.5

7.6

7.7

7.7.1

TRAINING NEEDS

I" ord~r~o~ffM~iv~'yo~~r~t~th~ ~MP~IIth~ ~taff to b~ ~ngag~din tnis activityshould be trained extensively. All the environment management staff to beengaged for operating plant, monitoring and testing should be duly trained.Laboratory chemist should be trained in all operations of laboratory testing of theeffluents and other relevant materials/samples. He should be trained in applyinganalytical methods/techniques of testing, data processing, interpretation andreporting. He should know the local laws, rules and regulations as applicable tothe testing of effluents.

The designated HSE Officer will be charged with an ongoing program ofenvironmental training. This will include:

• General promotion of environmental awareness;

• Specific training for staff working in sensitive areas;

• Updating staff on changes to environmental standards; and

• Reporting to staff on the station's environmental performance.

The person to monitor gaseous emissions, PM and noise levels should beextensively trained to handle his job capably. Training program should includeuse of monitoring instruments, data generation, processing, interpretation,recording and presentation.

MONITORING & EVALUATION (INSTITUTIONAL ARRANGEMENT)

Project Director will be responsible for Monitoring and Evaluation, butEnvironment consultant (of the proponent) will responsible to monitor EMPimplementation in the field and reporting to the Project Director. The ProjectDirector will integrate monitoring reports in the main monthly reports of the project.The Environment Specialist of Supervision Consultant will carry out a finalevaluation at the end of the Project. In addition, for external monitoring, proponentis to engage an independent agency (an NGO, an academic institute or anindividual consultant) to conduct 3rd party validation of EMP implementation.District Office of the EPA will monitor the overall activity at the site.

SOCIAL MANAGEMENT PLAN

Recommendations and Mitigation Measures

Based on the initial benchmark study the recommendations are made:

• The management of the Project can capitalize on the positive attitude ofthe people of area towards proposed Project by offering them maximumemployment opportunities at the construction stage and stage ofoperational phase of the power plant.

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Two Star Energy (Pvt.) Limited (TSEPq'it ( Initial Environmental Examination (lEE) Report~tI:.;

III

•

Insufficient and inadequate socio-economic structure of the community ofthe area also provides ample opportunities to project manasement to win

sympathies of local people in their favor, by introducing meaningful andmanageable plan of community development.

Aggressive and comprehensive plantation plan can also lessen fear oflocal people towards environmental issues.

Plant management can explore direct or indirect chances of femaleemployment opportunities. Such efforts can be fruitful to minimize negativesocial impacts.

Sustainable development approach through conservation of naturalresources would be the best strategy to compensate negative socio-environmental impacts.

•

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I • Plant management should offer technical training opportunities to the localyouth, if possible, to remove relative sense of deprivation.

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-8 PROJECT SOCIAL SOUNDNESS

Stakeholder consultation is a means of involving all primary and secondarystakeholders in the project's decision-making process in order to address theirconcerns, improve project design, and give the project legitimacy. Stakeholderconsultation, if conducted in a participatory and objective manner, is a means ofenhancing project sustainability. Community input (both of knowledge and values)on socioeconomic and environmental issues can greatly enhance the quality ofdecision-making. Stakeholder consultation was therefore conducted in the projectarea not only to satisfy the legal requirements of the lEE process in Punjabprovince but also to improve and erihance the social and environmental design ofthe project.

8.1 OBJECTIVES OF STAKEHOLDERS CONSULTATION

The process of public participation and consultation was endorsed in the UnitedNations Conference on the Environment and Development (UNCED) in 1992through one of the key documents of the conference named as Agenda 21.

Agenda 21 is a comprehensive strategy for global action on sustainabledevelopment and deals with issues regarding human interaction with theenvironment. It emphasizes the role of public partlcipation in environmentaldecision-making for the achievement of sustainable development.

A study was carried out with the broad objective to evaluate the impact of theproject on the local population through public consultation process. The specificimpact assessment aims were:

• Promote better understanding of the project, its objective, and its likelyimpact

• Identify and address concerns of all interested and affected parties ofproject area.

Provide a means to identify and resolve issues before plans are finalizedand potentially costly delays development commences, thus avoidingpublic anger and resentment.

Encourage transparency and inculcate trust among various stakeholders topromote cooperation and partnership with the communities and localleadership.

•

•

8.2 PUNJAB ENVIRONMENTAL PROTECTION ACT 2012 (AMENDED ACT)

Public consultation is mandated under Punjab's environmental law. The ProvincialAgency, under Regulation 6 of the IEE-EIA Regulations 2000, has issued a set ofguidelines of general applicability and sectoral guidelines indicating specific

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assessment requirements. This includes Guidelines for Public Consultation, 1997(the 'Guidelines'), that are summarized below:

a) Objectives of Public Involvement

To inform stakeholders about the proposed project, to provide an opportunityfor those otherwise unrepresented to present their views and values,providing better transparency and accountability in decision making, creatinga sense of ownership with the stakeholders.

b) Stakeholders

People who may be directly or indirectly affected by the proposed project willclearly be the focus of public involvement. Those who are directly affectedmay be project beneficiaries, those likely to be adversely affected, or otherstakeholders. The identification of those indirectly affected is more difficult,and to some extent it will be a subjective judgment. For this reason it is goodpractice to have a very wide definition of who should be involved and toinclude any person or group who thinks that they have an interest. Sometimesit may be necessary to consult with a representative from a particular interestgroup. In such cases the choice of representative should be left to the groupitself. Consultation should include not only those likely to be affected,positively or negatively, by the outcome of proposed project, but should alsoinclude those who can affect the outcome of a proposal.

c) Mechanism

Provide sufficient relevant information in a form that is easily understood bynon-experts (without being simplistic or insulting), allow sufficient time forstakeholders to read, discuss, consider the information and its implicationsand to present their views, responses should be provided to issues andproblems raised or comments made by stakeholders, selection of venues andtimings of events should encourage maximum attendance.

d) Timing and Frequency

Planning for the public consultation program needs to begin at a very earlystage; ideally it should commence at the screening stage of the proposal andcontinue throughout the lEE process. In particular for present project theconsultation was carried for six consecutive days.

e) Consultation Tools

Some specific consultation tools that can be used for conductingconsultations include; focus group meetings, needs assessment, semi-structured interviews; community meetings and workshops. In particular forthis a perform a was developed to get the related information.

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f) Important Considerations

The development of a public involvement program would typically involveconsideration of the following issues;

• objectives of the proposal and the study;

• identification of stakeholders;

• identification of appropriate techniques to consult with the stakeholders

• identification of approaches to ensure feedback to involved stakeholders;and

• mechanisms to ensure stakeholders consideration are taken into account.

8.3 CONSULTATION PROCESS

Primary stakeholders were consulted during informal and formal meetings held inthe project area. The consultation process was carried out in the Punjabi and Urdulanguages. During these meetings a simple, non-technical, description of theproject was given, with an overview of the project's likely human andenvironmental impact. This was followed by an open discussion allowingparticipants to voice their concerns and opinions. In addition to providingcommunities with information on the proposed project, their feedback wasdocumented during the primary stakeholder consultation. The issues andsuggestions raised were recorded in field notes for analysis, and interpretation.

By reaching out to a wider segment of the population and using variouscommunication tools such as participatory needs assessment, communityconsultation meetings, focus group discussions, in-depth interviews, andparticipatory rural appraisal; present lEE involved. the community in activedecision-making. This process will continue even after this lEE has beensubmitted, as well as during future EIAs in which similar tools will be used tocreate consensus among stakeholders on specific environmental and socialissues.

In the Secondary stakeholder consultations were more formal as they involvedgovernment representatives and local welfare organizations, NGO's consultedduring face-to-face meetings and through telephonic conversations. They werebriefed on the lEE process, the project design, and the potential negative andpositive impact of the project on the area's environment and communities. It wasimportant not to raise community expectations unnecessarily or unrealisticallyduring the stakeholder consultation meetings in order to avoid undue conflict withcommunity's leaders or local administrators. The issues recorded in theconsultation process were examined, validated, and addressed in the lEE report.

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8.3.1 PointsDiscussed

Following points were discussed during the public consultations:

• Project components, its activities and impacts.

• Needs, priorities and reactions of the affected population regarding theproposed Project.

• Grievances redress procedures.

• Entitlement checklist development for the affectees of the Project.

Evaluation criteria of the buildings.

Basis for determining the rates of the land, houses, and otherinfrastructures.

••

'. Compensation framework for the Project affectees.

Compensation criteria to be followed for the payment to the affectees.•• Role of the affectees in implementation of the project.

8.4 STAKEHOLDER CONSULTATION TECHNIQUE

In recognition of the diversity of views within any community, it is very important toobtain a clear understanding of the different stakeholders and to analyze theircapacity and willingness to be involved in some or all of the project and itsplanning process. It is important to be aware of how different power relations candistort participation. It is also important to examine how community skills,resources, and 'local knowledge' can be applied to improve project design andimplementation. All of this can be achieved by careful use of the various tools ofStakeholder Consultation, Therefore, the following participatory techniques wereemployed during stakeholder consultations:

• Informal meetings with communities.

• Focus Groups with participants in communities.

In the consultation process for lEE, following key stakeholders were consulted:

• Local communities,

Men•• Women and

• Community's elders attended meetings.

Meetings with stakeholders consisted of community consultation meetings, focusgroup discussions, and in-depth interviews with men and limited focus-groupdiscussions with women.

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Figure - 8.1: View of Public Consultation

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8.4.1 Government Representatives

The consultations were carried out with the local government officials and officialsof the following departments:

• Forestry

• Fisheries

• Irrigation

Wild Life•

The officials of Wildlife and Forest department perceived that the employmentopportunities and business development would be the positive impacts on thecommunity and people during the construction phase of the proposed project.Among the perceived negative impacts during construction phase of the projectinclude especially road blockage, dust emissions, noise and nuisance due toheavy traffic. All officials of project study area were in favor of the project. Theyexpect many positive, conducive and constructive impacts on socio-economic lifeof local community regarding jobs, business opportunity and social structuredevelopment. They were in opinion that project would improve area developmentthrough development of existing infrastructure etc. The project will also raise theirlevel of awareness, initiate cultural diffusion, activate social mobility and bringsocial change regarding various aspects of their life.

The officials from Fisheries and Irrigation departments appreciated the proposedactivity. They also expressed that the jobs and business opportunities for the localcommunity will be increased due to project activities and that the infrastructure willdeveloped that automatically lead to the development of the project area. Theyalso expressed the concern that most of the unskilled and skill jobs should beprovided for the local communities.

8.4.2 Stakeholder Concerns and Recommendations

The findings of the Community consultations are given as followed. All these havebeen addressed in various sections of the lEE and the mitigation plans have beenincorporated into the EMP.

The summary of the various stakeholder consultations is given below.

• The people foresee positive impacts like employment opportunities,business, development of the area etc.

Study findings depict that the people of the study area perceive overallpositive impacts as a result of power plant siting. Therefore, their attitudetowards the project establishment is quite positive.

•

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• As far as the Environmental Assessment is concerned, positive socialimpacts are dominant over hardly conceived any negative social Impactsobserved during the study.

• The people have high expectations and hope from the project activity andits management.

• They correlate their positive attitude towards the project with many socio-economic opportunities and benefits.

• The people believe that the project in the area will open up vastemployment opportunities which in turn follow a chain of indirect socio-economic benefits.

• They also perceive accelerated economic activity due to the businessopportunities likely to emerge in the area. Directly or indirectly, hundreds ofthe local people will get employment and business from the project e.g,shopkeepers, traders, suppliers, contractors, transporters, technicians, etc.

People foresee many socio-cultural and psychological positive impacts ontheir lives and the community.

They feel that the project and its related activities wlU provide a strongbase for social change.

They reckon that invasion of the people and technology in the area willimprove the quality of life of the people. It will also improve the level ofgeneral awareness of the people about different aspects of life.

•

•

•

From the above facts one can conclude that many positive economic and socialimpacts will appear in the quality of the lives of the people of the Study Area dueto proposed power project. These positive impacts include improvement in femalestatus, employment and business opportunities, infrastructure development,reducing rural urban migration, generating income resources and improvingquality of life.

8.5 PROCEDURE FOR REDRESS OF GRIEVANCES

Suggested procedures to be adopted for the redressal of the grievances are givenbelow:

II Project affectee will submit his/her application to the Field ImplementationUnit for consideration. Within 15 days of the receipt of the complaint, actionwill be taken up for redressal of the grievance. Wherever policy matters areinvolved, the case will be referred to the appropriate authority or committeeappointed by the Project to decide the matter.

In case some response on the complaint is not received within 15 days ofthe receipt of the complaint, the complainant may also send a reminder towithin 15 days notice to take legal remedial measures.

•

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• In case the matter has been decided but the complainant is not satisfied,he/she may go to the court of law.

• In case of such eventualities, all affected persons should be exemptedfrom legal and administrative fees made/paid/incurred pursuant to thegrievance redressal procedures.

• All complaints received in writing or written when received verbally will beproperly recorded and documented.

8.6 PROPOSED MECHANISM FOR GRIEVANCE REDRESS

Under the Project the following will be established or appointed to ensure timelyand effective handling of grievances:

• A Public Complaints Unit (PCU), which will be responsible to receive, log,and resolve complaints; and,

• A Grievance Redress Committee (GRC), responsible to oversee thefunctioning of the PCU as well as the final non-judicial authority onresolving grievances that cannot be resolved by PCU;

• Grievance Focal Points (GFPs) having educated people from eachcommunity that can be approached by the community members for theirgrievances against the Project. The GFPs will be provided training by theProject in facilitating grievance redress.

Details of the proposed mechanism are given below.

8.6,1 PCU - Function and Structure

PCU will be set up as part of the environment, health and safety department of theProject. A senior official with experience in community and public liaison will leadthe unit. Two assistants, one male and one female will be responsible forcoordinating correspondence and preparing documentation work and will assistthe senior official. The senior official will be responsible to review alldocumentation. The PCU will be responsible to receive, log, and resolvegrievances. Given that the female community members have restricted mobilityoutside of their homes, the female PCU staff will be required to undertake visits tothe local communities. The frequency of visits will depend on the nature andmagnitude of activity in an area and the frequency of grievances.

8.6.2 GRC - Function and Structure

The GRC will function as an independent body that will regulate PCU and thegrievance redress process. It will comprise of:

• Officials of environment, health and safety of the proposed Project.

Senior engineer that is responsible to oversee the contractors .•

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8.6.3

8.6.4

• Two literate representatives from the communities residing near the projectsite;

• A representative of the local government. In case the local governmentelections take place, this could be the Naib-Nazim or Nazim (the districtgovernor). If not, this would be the District Coordinating Officer (DCO) oran appointed representative;

• Senior member from the local civil society with experience in communityrelations;

• A female member from the local civil society.

• The GRC will meet once every three months to review the performance ofthe PCU; the frequency can be changed depending on the nature andfrequency of grievances received. The performance will be gauged interms of the effectiveness and the timeliness with which grievances weremanaged. In case there are any unresolved or pending issues, the GRCwill deliberate on mechanisms to resolve those and come up with solutionsacceptable to everyone.

Grievance Focal Points

The GFPs will be literate people from each community that will facilitate theircommunity members in reporting grievances from the Project. The GFPs will beprovided training by the Project in facilitating grievance redress. Each communitywill have a male and female GFP appointed for this purpose.

Procedure of Filing and Resolving Grievances

Grievances will be logged and resolved in the following steps:

Step 1: Receive and Acknowledge Complaint

Once the PCU receives a complaint, which could be the complainant giving it inperson, via letter or email, through phone call, or through a GFP, anacknowledgement of receipt of the complaint has to be sent within two workingdays to the complainant. The complainant will be issued a unique complainttracking number for their and PCU's record.

Step 2: Investigation

PCU will work to understand the cause of the grievance for which the PCU mayneed to contact the complainant again and obtain details. The PCU will berequired to complete preliminary investigations within five working days ofreceiving the complaint and send a response to the complainant documenting theresults of their investigations and what the PCU plans to do ahead.

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8.6.5

Step 3: Resolution through PCU

Once the PCU have investigated a grievance, it will share with the complainantthe proposed course of action to resolve the complaint, should PCU believe any tobe necessary. If the complainant considers the grievance to be satisfactorilyresolved, the PCU will log the complaint as resolved in their records. In case thegrievance remains unresolved it will be reassessed and GRC will have furtherdialogue with the complainant to discuss if there are any further steps, which maybe taken to reach a mutually agreed resolution to the problem.

For minor grievances, Steps 1, 2 and 3 or Steps 2 and 3 can be merged.

Step 4: Resolution through GRC

In case the PCU is unable to resolve the issue, the matter will be referred to GRC.An complaints that could not be resolved within four weeks will by default bereferred to GRC_ However, the complainant or the PCU can convene the GRC atany point in time, depending on the nature and urgency of the issue.

Operating Principles for PCU

The PCU will operate on the principles of transparency, approachability andaccountability. To achieve these, the PCU will be required to:

• Be equipped to handle grievances in the local languages;

Be equipped to work through all possible modes of communication, suchas, emails, surface mail and face-to-face meetings at project site orrequiring visits;

Employ female staff, preferably from the nearby communities, to overseecomplaints and issues of the female community members,

Maintain a log of all grievances, with record of the date and time of thecomplaint logged and stakeholder information, such as, name, designationand contact details;

Provide opportunity to the stakeholder to revert with their comments on theproposed plan of action;

Keep the stakeholder informed of the progress in grievance resolution;

Obtain stakeholder consent on the mechanism proposed to redress thegrievance and document consent; and,

Maintain confidentiality of the stakeholder, if requested so.

•

•

•

•

••

•

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Two Star Energy (Pvt.) LImited (TSEPL)Initial Environmental Examination (lEE) Report

8.6.6 Stages of Grievances

Once a grievance is logged with the peu, it could acquire the following stages:

Stage 1: it is resolved bythe peu or if not peu, by the GRC;

Stage 2: If the stakeholders are still not satisfied, they can go through localjudicial proceedings.

8.6.7 Awareness

The stakeholders will be informed of the establishment of the peu, GRC andGFPs through a short and intensive awareness campaign. Under the awarenesscampaign, the proponent will share:

• Objective, function and the responsibilities of the peu, GRe and GFPs;

Means of accessing the PCU and the rnechanics of registering a grievanceat the PCU,

GRC and GFPs;

Operating principles of the peu, GRC and GFPs; and,

Contact details.

•

•••• Additional awareness campaigns may be organized, if necessary

8.7 COMMUNITY CONCERNS

Project Approval

The community consultations demonstrated that goodwill towards the projectproponents indeed exists; approval for project activities by the communities wasevident. The consultations were considered a good gesture and appreciated,especially by the men and women. This project will provide employments to thelocal as well as non local poor community in its construction as well as inoperational stages.

Resettlement! Relocation

The owner of the private land demanded the followings;

• Lucrative Land against land

• Fair Compensation against acquiring land

Compensation of Land before the commencement of the work•

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Local Employment

Communities in the project area emphasized that local poor community should begiven priority when employing people for various project-related works andactivities according to their skills.

Interaction with Local Community

Non-Local work force coming in the project area that will not be aware of the localcustoms and norms, may result in conflicts with the local community, keeping inmind the sensitive law and order situation and culture of the area.

Impact on Livelihood

The communities also expressed some fear that project construction would disturbtheir living because of noise and vibration of constructional woks and due tovehicular movement. Another concern of local community is the road blockageand traffic problem in the surrounding areas of proposed project sites duringconstruction.

8.8 LOCAL GOVERNMENT REPRESENTATIVES

The consultations were considered a good gesture and appreciated. They alsoexpressed the jobs and business opportunities for the local community will beincreased due to project activities. They also expressed the concern that most ofthe unskilled and skill jobs should be reserved for the local communities.

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SECTION ..9

EMERGENCY RESPONSE PLAN &EVACUATION PLAN

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9 EMERGENCY RESPONSE PLAN & EVACUATION/EXIT PLAN

9.1 EMERGENCY PREPAREDNESS AND RESPONSE

a. Policy:

It is the policy of project proponent to establish an Emergency ResponseProgram and guidelines for the protection of plant people, equipmentdamage, environment and community.

b. Purpose:

The objective of the Emergency Preparedness and Response System is to:

1. Recognize and plan for appropriate responses to an emergency so thatthe safety risks associated with the emergency may be prevented ormitigated.

2. Train and prepare individuals working inside the installation so that theycan respond effectively in the following:

i) Potential Risk Assessment

ii) Fire detection and Alarm System

iii) System for Intervention and Actions to control any incident

iv) Emergency Evacuation Procedure I Drills in order to meet theemergency situations, like Bomb Threatening Message or Terror Act IThreat etc Emergency Response Plan at a Glance:

c. Incident Categories:

Definition & EffectCategory Title

1 Minor Incident

Incident, which may involves

injury or damage to plant

controllable by personnel on

the spot

Incident, which may involves

injury, damage or seriousSerious Incident damage to plant beyond

resources of personnel on the

spot and controllable by

2

Causing Incident

1. Small Fire,

2. Small Hydrocarbon Spill,

3. Process Leakage,

4. Small leakage of Hazardous

Chemicals,

5. Minor Gas release (Toxic or

Flammable)

1. Fire,

2. Small explosion with minor

knock on effects,

3. Serious Spill containable,

4. Gas Release but controllable.

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Category Title Definition & Effect Causing Incident

Emergency Response Team

Incident involving injury, death 1. Major Fire,or major damage to plant or 2. Major Explosion,environment beyond 3. Major Spill,3 Major Incidentresources of Site Emergency 4. Major Gas ReleaseResponse Team and external 5. Major or multiple injuries orAid required. illness.

Escalating incident involving

large-scale injury, death or1. Toxic Gas Cloud,

damage, beyond the2. Flammable Gas Cloud,

4 Disaster resources of External and3. Disastrous Fires and Explosion

Internal Emergency Services

and threatening civilian

population.

9.2 EMERGENCY EVACUATION PLAN

a. Objective:

The purpose of this procedure is to facilitate and to organize individual'sactions during workplace emergencies and get working people of power plantout of danger quickly and efficiently. A disorderly evacuation underemergency condition can lead to confusion, injury and property damage.

b. Possible Situations:

A wide variety of emergencies both man-made and natural may require aworkplace to be evacuated. These emergencies include but are not limited tofires, bomb threats, toxic material releases etc.

c. Responsibilities:

1. Observer or First on Scene

• Activate alarm from local panel to inform CCR if it is not activated orInform CCR by radio, telephone 1110r 222, by paging system, thencall. If cannot do all above, shout loudly to alert the colleagues.

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• Try to understand the type of emergency and communicate to CCR asdetailed as possible.

• Location, extent and type of Fire I Accident / Incident

• If it is safe to fix the problem, try to fix it without putting anyone at Risk.

• When relieved by emergency response team, proceed to assemblyarea.

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2. On Duty CRE

• Respond to the alarm I call.

• Arrange available emergency response team

• Arrange fire tender to the scene

• Arrange to sound emergency siren

• Inform Doctor and arrange ambulance

• Inform emergency team leader and fire chief.

• Inform Safety and Security Team Leaders.

• Inform to the security gates and Reception, and will request to stopthe entrance of contractors/visitors. Also brief the security for Firetender and ambulance and for plant entry sheets.

• Start Ground activities.

Note: eRE will coordinate the ground activities tiJl emergency teamleader comes. If due to operational activities or manpower shortage itis difficult for CRE to go out, he will nominate any area engineer tocoordinate the ground activities.

I3. Emergency Response Team

• Proceed to scene of incident.

II

• Select a leader and act under the instructions of leader till Fire chiefarrival.

• Communicate on Radio.

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• Give necessary assistance e.g. Evacuation, first aid etc.

• Report to Emergency Team Leader when incident is under control.

4. Fire Chief

• Communicate using the radio.

• Appoint himself as External Aid Service Coordinator! Mutual AidCoordinator.

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• Assist with the follow up services as required,

• Do liaison with Incident Controller! Emergency Main Controller andprovide any specific advice or technical expertise as may be required,

• Ensure 24 hrs coverage of the control center during an ExtendedEmergency,

5. Emergency Team Leader

• Proceed to scene of incident.

• Communicate by using radio,

• Emergency Team Leader or his designee wilt announce the categoryof the incident if it is 1 or higher.

• Appoint himself as Incident Controller.

• Inform other team leaders and Plant Manager.

• Guide Fire Chief for positioning Emergency Services I Fire Fighting.

• Nominate a person for head count.

• Coordinate Emergency response team.

• Help in Search and Rescue.

• Do identification of casualties.

• When Incident scene is in secure position, announce EMERGENCYOVER or "ALL CLEAR",

• Plant if previously shutdown due to emergency shall be started as perstandard procedure recommended by OEM.

• Assist with investigation.

6. Plant Manager

• Proceed to emergency control center (CCR or nominated controlcenter).

• Communicate by using radio.

• Declare himself as Emergency Main Controller.

• Alert mutual aid partners,

• Check call out response,

• Support the on scene response.

• Brief the security services.

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• Maintain regular contacts with all the team involved in controlling theincident.

• Liaise with local authorities.

• After examining the emergency, he will declare the shift peopleevacuation.

• When incident is secure, announce "ALL CLEAR".

• Commence investigation of the incident.

7. Doctor

• Respond to callout.

• Carry out specified task and report to assembly area.

8. All Site Personnel (Except shift people)

• Make safe exit and report to assembly area

• Assist as required.

• If required, after head count, will be evacuated to safe place.

Note: People before leaving will make sure their work area is in safecondition and equipment they were using is in safe position.

9. All people are responsible for the contractor people working in their areato guide them to the assembly area.

The person receiving visitors to the site win be responsible for thevisitor's health and safety.

10. All shift personnel will report in CCR for head count. They will remain onduty to continue operation of plant or shut down activities as requiredunless main emergency controller (Plant Manager) asks them toevacuate.

11. All Contractors: Contractor workers will be made aware of EmergencyResponse Plan prior to commencing the work, Prior to leave the site theywill ensure that their work area is in safe position. On emergency call theywill report in assembly area.

12. Roll Call at Assembly: To ensure that all personnel are accounted forand searches mounted for any missing persons, a head count after anyevacuation, must be carried out.

13. Responsibility of Plant Security System:

• Security Team Leader shall pass necessary information to SecuritySupervisor.

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• Security Supervisor or his designee will collect the plant entry sheetsin case of emergency and submit at assembly area.

• Small gate near admin building can be opened in case of emergency.For this purpose key should be kept on reception.

• Security Guards should not block the people, in case of emergencyexit from the plant.

• Security Guards should not block the entrance of fire tender and/orambulance and its crew and the persons permitted by the IncidentController having RED BADGE.

• Information should be given to security gates about the emergencysituation and ALL Clear announcement.

9.2.1

• Security Guards should not leave the gate without the permission ofSecurity Team Leader or his designee.

14. Annual Drill: An annual drill will be conducted to test the emergencyprogram and its record will be kept with Emergency Response Team for atleast one year.

Evacuation of Persons with Disabilities

After an evacuation call the disable people must be evacuated immediately andplant ERT team is responsible for whole coordination. The following guidelinesshould be considered when assisting people with disabilities during an evacuation.ERT team must be familiar with following guidelines;

• FIRST, communicate the nature of the emergency to the person.

• SECOND, ask the person how he would like to be assisted.

• THIRD, evacuate mobility aids with the person, if possible (i.e., crutches,wheelchairs).

• VISUAL IMPAIRMENTS: Describe the nature of the emergency and offerto guide him to the nearest emergency exit. Have the person take yourelbow and escort him, advising of any obstacles such as stairs, narrowpassageways or overhanging objects. When you have reached safety,orient the person to where he is and ask if further assistance is needed.

• HEARING IMPAIRMENTS: Some buildings are not equipped with flashinglight alarms, and persons with impaired hearing may not perceive that anemergency exists. Communicate with the person by writing a note orthrough simple hand gestures.

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9.2.2

9.2.3

• PERSONS USING WHEELCHAIRS: Ask the person what method ofassistance he prefers. Some people have minimal ability to move, andlifting them may be dangerous. Some people who use wheelchairs haverespiratory complications and should be immediately escorted out ofbuildings that contain irritating smoke or fumes. If the person wants to bemoved in his wheelchair, keep the following considerations in mind:

1. Ask if he wants to move forward or backward down stairs.

2. Wheelchairs have many movable or weak parts so while moving thewheel chairs, a proper care must be taken. Some people have noupper trunk or neck strength.

3. For a person using wheelchair may be moved through Ambulance inemergency or in case of plant evacuation.

Evacuation in Case of Adverse Weather Condition

A. In the event of an adverse weather emergency or flood emergency onplant, the plant manager or CEO, or their designee, will initiate theappropriate announcements concerning the emergency flood warning orhurricane warning and the instructions for preparation and/or evacuationwhen and if necessary.

B. In the event of a major weather emergency or disaster, the Safety teamleader will coordinate with the local or state authorities and plant people.

C_ Any personnel who discovers an emergency weather condition orproblems like flood due to severe weather or facilities damage, shouldfollow these procedures:

1. Stay out of the area. Do not enter until electrical power has beenturned off.

2. There is an extreme danger of electrical shock if the water hascontacted any electrical devices. Post people at all entrances to theflooded area to prevent entry by unauthorized personnel.

3. ERT team personnel will be responsible for pumping water out of thearea.

4. Identify a temporary shelter to house water-soaked materials.

Fire Response Program

a. Purpose:

To provide for safety against potential fires and minimize the risks ofdamage or injury to personnel or equipment in the event of a fire at projectfacility.

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b. Classifications of Fire:

FIRE CLASSIFICATION

FireDescription

Classification

Solid combustible materials that are not metals like, Paper, wood,A cloth, etc. where quenching by water or insulating by dry chemical is

effective. (Class-A fires generally leave an Ash)

Any non-metal in a liquid state, on fire. This classification alsoB includes flammable gases like, gasoline, oil, grease , acetone etc

(Class-B fires generally involve materials that Boil or Bubble)

CLive electrical equipment where the non-conductivity of extinguishant is vital.

Material used in laboratories like, potassium, sodium, aluminum,D magnesium. It takes special extinguishing agents (Metal-X, foam) to

fight such a fire.

c. Responsibilities

The responsibilities of observer or First on Scene, CRE, ERT, Fire Chief,Emergency Team Leader, Plant Manager, Doctor. The responsibilities ofother areas are as follows,

1. Observer or First on Scene

See section 8,1(a) for Observer or First on Scene responsibilities.Other responsibilities are,

In case of Minor Fire:

Minor fire is one that can be extinguished with portable extinguisher.

• Inform CCR.

• Extinguish the fire by using suitable extinguisher.

In-case of Major Fire:

Major fire is one that cannot be extinguished with portableextinguishers alone.

• Inform CCR.

• Check Automatic fire system operated or not. if not operate it.

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2. On Duty BOP Engineer

• In case of fire he must arrange make up water for filtered waterbasin.

• Check the fire pumps performance.

3. In case of HFO or HSD Tanks Fire

• Foam Area Alarm will receive in CCR.

• CRE will inform Area Engineer, Area Engineer will confirm the Heatdetection Alarm for Fuel Tank and Smoke physically. Then intimateto CRE about Fire. With the consent of CRE, Area Engineer will pullthe Pull Station either inside the foam shed fire panel or from nearthe tank. Area Engineer will then confirm the water/Foam flowtowards the effected Fuel Tank,

• Start water sprinkling through ground monitor, fire tender or fromfire hoses, if required,

Note: Each fire breakout must be reported as per Incident / AccidentReporting Procedure before the end of shift.

4. HVAC:

Operation of the fire alarm in the buildings having HVAC systemautomatically shuts down the HVAC and ventilation fans, in order toclear the smoke when the main fire outbreak is extinguished, theventilation fans may be started. The switches of these fans MUST NOTARE OPERATED except on the instructions of the Incident Controlleror CRE,

Fire in Community:

Following sequence of events will be observed during any emergency,

• Inform CCR.

• A small fire can be extinguished with the dry chemical Fireextinguisher available in houses,

• Fire response team will handle the situation with Fire tender ifrequired,

• Fire tender make up can be done from nearest Fire hydrants.

• Orderly evacuation of the building.

• Head count at designated assembly point.

• Search and Rescue,

• Identification of casualties,

• Medical Care for injured.

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• Security of building, prevent unauthorized entrance.

Note: The community fire water system has five (5) hydrantsstrategically located. These hydrants have approximately 30-PSI waterpressure.

9.3 FIRE I EMERGENCY SYSTEM INSPECTION, TESTING ANDMAINTENANCE PLAN

a. Purpose:

This document establishes the minimum requirements for tile periodicinspection, testing, and maintenance of fire protection systems

b. Scope:

The purpose of this document is to ensure healthiness and to providerequirements that ensure a reasonable degree of protection for life andproperty from fire through minimum inspection, testing, and maintenancemethods for fire protection systems.

c. Fire System Testing and Preventive Maintenance Plan:

Item Activity Responsible Frequency

Sprinklers 1. Inspection for corrosion,

paint, physical damage Maintenance Annually

2. Replace faulty one.

1. Nozzle discharge

pattern and direction.

2. Automatic & Manual

system test.ERT, Operation Annually

3. Record the response

Time.

Alarm Devices Inspection for physicalI&E Annually

damage and calibration.

1. Testing the water flow

alarms I&E, ERT,Quarterly

2. Pressure switches Operation

signals

1. Calibration 5 yearly orGauges I&E

when required

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Strainers,Inspection & Cleaning Maintenance Annually

Filters

Monitor Lubrication Maintenance Annually

NozzlesTest ERT, Operation Monthly

Fire Hoses Test ERT, Operation Monthly

Hydrants Test ERT, Operation Annually

Lubrication Maintenance Annually

Fire Pump Auto Cut In Test for 30

minutes.Operation Weekly

Preventive Maintenance Maintenance

Foam System 1. Foam Sample Annually

2. Foam Concentration

TestingAnnually

ERT, Operation3. System Testing Quarterly

4. Manual Actuation

devices TestAnnually

Deluge Valves Annually but

Full Flow Test ERT, Operation not exceed

from 3 years.

Preventive Maintenance Maintenance Annually

Foam

Chambers at Cleaning Maintenance Annually

Fuel oil Tanks

Lubrication of outside screwValves Maintenance Annually

and Yoke.

Check Valves Internal Inspection Maintenance 5 yearly

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Heat & SmokePreventive Maintenance I&E Annually

detectors

ci, leakPM and Testing I&E Annually

detectors

CO2 cylinders ERT, Annually

for CCRWeight & Inspection

Operations

Fire Protection Readings as per standard

System Log sheet (attached)Operation Quarterly

Pull Stations Preventive Maintenance I&E Annually

d. Fire I Emergency System Audits and Follow up:


Fire Extinguishers Inspection & Follow up Safety Committee Monthly

Fire Cabinets Inspection & Follow up Safety Committee Monthly

EmergencyInspection Safety Committee Monthly

Shower/ Eye wash

Exit Light Inspection Safety Committee Monthly

SCBA Inspection & Follow up ERT Monthly

Plant Paging Audit, Inspection & FollowERT Monthly

System up.

Fire Alarm PanelsAudit and Follow up for

ERT Monthlyany standing Alarm

Fire Tender Check List & Maintaining ERT Weekly

Fire House Stock Monthly orfor Fire Checlc List and Maintaining ERT

when required.Extinguishers and

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'tern Activity Responsible Frequency

SCBA

Exit Light Audit Inspection Safety Committee Monthly

CI2 CylinderInspection ERT Monthly

Repair kit

9.4 CHEMICAL SPILL I RELEASE RESPONSE PROGRAM

a) Purpose:

" Although every effort is made at site to prevent spills of potentiallyhazardous chemicals or fuels in the workplace, accidents resulting fromthe release of chemicals can occur. This procedure is provided to mitigatethe effects of spills of potentially hazardous chemicals in workplace.

b) Minor Spill:

• A spill of solid or liquid materials which involves the release of a type orquantity of a chemical which does not pose an immediate risk to healthand does not involve chemical contamination to the body

c) Major Spill I Release:

• A spill of solid or liquid materials which involves:

• Release of a type or quantity of a chemical that poses an immediate riskto health

• An uncontrolled fire or explosion

d) Major Spill Release:

• Heavy Chlorine Leak

• A major Oil leak where there is a contamination of the drains or outbreakof fire or explosion.

• A Hazardous Chemical Leak that is thought to be a hazard to personnel.

e) Response Program:

1. In case of Minor Oil Leakage or Hazardous Material:

• Inform CCR.

• Locate the source of the spill, and stop the spill.

• Close secondary containment drain valve.

• Remove ignition sources and unplug nearby electrical equipment.

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• Establish exhaust ventilation. Vent vapours to outside of building.

• Choose appropriate PPE (goggles, face shields, gloves, clothing, etc).

• Make arrangement to collect or dispose off the spilled hazardoussubstance safely and properly as per procedure contained in section-16 "Hazardous Substances Handling Procedure".

• In case of Major Fire, follow "Fire Response Program" along with"Emergency Evacuation Plan"

2. In case of Major Oil leakage or Hazardous Material:

• Inform CCR

• CRE will inform to other plant people and worker in shift

• Isolate the area

• Close secondary containment drain valve

• Remove ignition sources and unplug nearby electrical equipment

• Establish Exhaust vapour source, if possible

• Choose appropriate PPE

• Make arrangement to collect or dispose off the spilled hazardoussubstance safely and properly as per procedure contained in section-16 "Hazardous Substances Handling Procedure".

3. Spills involving Injured People:

If a spill involves personal injury, follow the procedures appropriate to thetype of spill above and, concurrently;

• Move the victim from the immediate area of the spill (if this can bedone without further injury to the victim or emergency responsepeople).

• Locate the nearest emergency eyewash or safety shower.

• Remove any contaminated clothing from the victim and flush all areasof the body contacted by chemicals with high volumes of water for atleast 15 minutes.

4. In case of Chlorine Gas release

A leak on a Chlorine cylinder would require a kit designed for this purpose.The team will have to be trained in its use and practice occasionally to beproficient with this equipment. If the cylinder has a liquid leak the leak canbe rolled up to minimize the cloud escaping. Depending on windconditions, a shelter In place may have to be called for the community untilthe cylinder has depressurised.

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The team should wear the SPPE if an attempt is made to apply thecylinder kit. If the decision to lessen the cloud with water fog sprays, thespray must be put on the gas cloud, NOT on the cylinder or directly on theleak.

Following sequence of event will be observed during any emergency,

• Inform CCR.

• CRE will inform to Emergency Response Team, other plant peopleand Lal Pir people in shift.

• In case of leakage in Chlorine cylinder room, open fire watersprinklers.

• Fire response team will fix the problem by using CI2 leak fixing kitavailable in CI2 rooms of both units.

• Incident Controller will announce if evacuation is required. (FollowEmergency Evacuation Plan)

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SECTION -10CONCLUSION AND RECOMMENDATIONS

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10 CONCLUSION AND RECOMMENDATIONS

The project embarks upon the installation of 49,8 MW cogeneration Bagassebased power project. On the basis of this lEE Report it is concluded that:

1- There are no sensitive elements/segments of environment around theproject site,

2- The project has inbuilt efficient, state of the art and reliable mechanisms tocontrol all type of pollutants like PM, gaseous emissions and noise incompliance levels well within the PEQS limits of the Pakistan,

3- The project shall not increase the load on the ground water table as theexisting water resources will be utilized for the new project activity,

4- EMP and EMtP as recommended in this lEE Report are to be put in placeduring the entire operation of the project.

5- Quarterly monitoring of all out environmental pollution sources by a thirdparty also certifies that the project will run in accordance with legalrequirements,

6- The regular environmental monitoring for the existing plant ensures theenvironmental soundness of the project.

7- The use of bagasse as main fuel for the operation of the power plant willdisplace fossil-fuel based electricity generation,

8- EMP and EMtP, as recommended in this lEE Report, are to be implementedduring construction and operation phases, This will manage all type ofpollutants.

9- The proposed power plant will improve the economic status of the regionand also contribute significantly to the overall economic growth of thecountry, when due to acute shortage of electric power long drawn out loadsheddings are salient feature across the entire country. This state of affairsis resulting in huge economic loss to the national exchequer in the form oftaxes and duties and drastic decrease in Industrial Productivity resulting incut of the foreign exchange earnings, joblessness especially among theworkers and related socia-economic issues,

Under the light of detailed discussions in lEE Study about likely impacts of theproposed project intervention, it can be safely concluded that the proposed Projectwould not cause any Significant adverse impacts for which detailed lEE isrequired, On the basis of the facts summarized as above, the project merits forissuing No Objection Certificate/Environmental Approval by the EnvironmentalProtection Agency, Government of Punjab Lahore.

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TERMS OF REFERENCES

Listed below are some of the documents, reports and other references consultedduring the preparation of this report:

a, Information and data provided by project proponents;

b. Project Pre-feasibility Study Report;

c. Technical Design Data related to the project.

d. Information gathered through discussions with the project related persons of theproject proponent;

e. Discussion with concerned government officials;

f. Information collected from the Technical documents of various suppliers ofmach inery/equ ipment.

g. Guidelines for Self- Monitoring and Reporting by the Industry (SMART)," FinalReport, March 1998, approved by Pakistan Environmental Protection Council(PEPC), August 1999;

h. National Environment Quality Standards for Municipal and Liquid IndustrialEffluents, Statutory Notification (S.RO,), Government of Pakistan, Ministry ofEnvironment, Local Government and Rural Development, S.R.O.549 (1)/2000,Islamabad, the 8th August 2000;

i. National Environment Quality Standards for Ambient Air November 2010;

j. National Environment Quality Standards Noise Levels November 2010;

k. National Environment Quality Standards for Drinking Water November 2010:

I. Pakistan Environmental Protection Act, 1997;

m. The Punjab Environmental Protection (Amendment) Act 2012 covers aspectsrelated to:

• the protection, conservation, rehabilitation and improvement of theenvironment and the prevention, control of pollution and promotion ofsustainable development;

• establishing complete regulatory and monitoring bodies, policies, rules,regulations and national environmental quality standards; and

• to ensure enforcement, the act establishes regulating bodies i.e, PunjabEnvironmental Protection Council (PEPC) and responsible bodies i.e. PunjabEnvironmental Protection Agency (Punjab EPA) at Provincial level.

a. Land Use Policies and Environmental Legal Framework including;

b. Environment related Laws in Pakistan and the Province of Punjab;

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c. The Pakistan National Conservation Strategy, Environment and Urban Affairs'Division (presently- Ministry of Environment, Urban Affairs and Wild Life),Government of Pakistan, Islamabad;

d. Standard Methods for the Examination of Water and Wastewater, 19th Edition,1995, Prepared and published jointly by: American Public Health Association,American Water Works Association, Water Environment Federation; Publicationoffice: American Public Health Association, 1015 Fifteenth Street, NWWashington, DC 2005;

e. Government of Pakistan, Pakistan Environmental Protection Agency, Policy andProcedures for Filing, Review and Approval of Environmental Assessment, 2000;

f. The Canal and Drainage Act, 1873;

g. Environmental Assessment Requirements and Environmental Review Proceduresof the Asian Development Bank, 1993;

h. Google Earth, Maps,

i. Guidelines for Public Consultations - These guidelines cover:

• Consultation, involvement and participation of Stakeholders

• Techniques for public consultation (principles, levels of involvements, tools,building trust)

It Effective public consultation (planning, stages of EIA where consultation isappropriate)

• Consensus building and dispute resolution.

j. Factories Act, 1934;

k. Applicable International Environmental and Occupational Safety and Health Lawsand Regulations;

l. Applicable International Environmental and Occupational Safety and Health Lawsand Regulations;

m. Pollution Prevention and Abatement Handbook, The World Bank, 1998;

n. International Finance Corporation's Policy on Energy and Social Sustainability,January 1, 2012;

0, National Resettlement Policy (Draft), Government of Pakistan, March 2002.

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