m/s. shirpur power private limited. - welcome to...

Pre-Feasibility Report / Environmental Management Plan For

Shirpur Power Private Limited, Nardana MIDC Area, Village

Nardana, Taluka Sindkheda, District Dhule, Maharashtra

EC Amendment for Alternative mode of transportation of Coal by Road in-addition to

Rail Wagons for 2X150MW Phase I - Coal Based Thermal Power Plant

FOR

By

M/s. Shirpur Power Private Limited. Plot 1, Phase -I, Nardana MIDC, Village Vaghode, Taluka: Sindkheda,

District Dhule, Maharashtra.

Prepared By EIA Consultant

CHOLAMANDALAM MS RISK SERVICES LIMITED An ISO 9001: 2008 Certified Organization

A QCI Accredited EIA Consulting Organization “PARRY” House, 3rd Floor,

No: 2, N.S.C Bose Road, Parry’s, Chennai – 600 001

March 2017

EC Amendment for Alternative mode of Transportation of Coal by Road in addition to Rail Wagon for 2X150MW Phase-I Coal Based Thermal Power Plant by Shirpur Power Private Ltd.

CMSRSL/ PJ-ENVIR-2017317-1190/001 PFR/EMP Document

Cholamandalam MS Risk Services

Table of Content 1. Background of the Project ................................................................................................................. 4

1.1. Introduction .................................................................................................................................... 4

1.2. Environmental Clearances ........................................................................................................ 4

1.3. About the Project .......................................................................................................................... 4

2. Proposal for Coal Transportation by Road until Railway siding is Built ......................... 7

2.1. Need for Alternative Coal Transport Facilities (Road) .................................................. 7

2.2. Proposal for alternative coal transport by road until railway siding work

completion ................................................................................................................................................. 11

3. Overview of the Existing Facilities and Environmental Management Programs

Adopted ............................................................................................................................................................ 17

4. Proposed Additional Environmental Management Plan...................................................... 20

4.1. Road Carrying Capacity ............................................................................................................ 20

4.2. Air Emissions ............................................................................................................................... 29

Annexure -I ..................................................................................................................................................... 34

Annexure -II ................................................................................................................................................... 39

Annexure - III ................................................................................................................................................. 50

Annexure - IV ................................................................................................................................................. 51




List of Tables

Table 1.1 Present Status of the Project .................................................................................................. 6

Table 4.1 Carrying capacity of roads based on lane configuration as per IRC:64-1990. . 27

Table 4.2 PCU equivalency for different vehicle types in rural roads. .................................... 27

Table 4.3 Baseline conditions and cumulative traffic on road (PCUs) .................................... 28

Table 4.4 Average vehicular traffic in a day ...................................................................................... 29

Table 4.5 Emission rate for each vehicle category .......................................................................... 29

List of Figures

Figure 1.1 Google Earth Image Showing the Plant Location ......................................................... 5

Figure 2.1 Google Map showing the existing Railway Siding route at the Plant site ........... 9

Figure 2.2 Coal Handling Facilities ........................................................................................................ 10

Figure 2.3 Alternative Route -1 ............................................................................................................. 13

Figure 2.4 Alternative Route - 2 ............................................................................................................. 14

Figure 2.5 Alternative Route - 3 ............................................................................................................. 15

Figure 2.6 Plant layout showing proposed truck parking bays ................................................. 16

Figure 3.1 Photographs of Various Environmental Management Programs Implemented

in the Facility ................................................................................................................................................. 19

Figure 4.1 Route options considered based on location of vendor .......................................... 20

Figure 4.2 Road connectivity to plant from NH3. ............................................................................ 22

Figure 4.3 Sampling 1 location at the junction of MDR16 and road leading to the facility

............................................................................................................................................................................. 23

Figure 4.4 Sampling 2 location at the junction of MDR16 and road bifurcating to nearby

village. ............................................................................................................................................................... 23

Figure 4.5 Sampling 3, and Sampling 4 locations at the junction of NH3 and MDR16. .... 25

Figure 4.6 Dispersion of pollutant CO, 24 hour average and concentration as µg/m3. .... 31

Figure 4.7 Dispersion of pollutant NOx, 24 hour average and concentration as µg/m3 .. 32

Figure 4.8 Dispersion of pollutant PM, 24 hour average and concentration as µg/m3 .... 33




1. Background of the Project

1.1. Introduction

Shirpur Power Private Limited (SPPL) was established on August 22, 2005 and initially

developed by DLZ Corp, USA. DLZ Corp primarily is involved in implementation of

Infrastructure projects including power projects. Sintex Power Ltd acquired SPPL in

April 2011 and make a special purpose vehicle to set up 300 MW (2x150MW) capacity

of thermal power plant based on imported coal, at Nardana, District Dhule, State

Maharashtra. SIntex Power Ltd is promoted by the promoters of Sintex Industries Ltd.

The promoters are Mr. Amit Patel and Mr. Rahul Patel. The project will cater partially

the requirement of electricity of energy deficient Maharashtra State and the Western

Region.

1.2. Environmental Clearances

This project has already got Environmental Clearances (ECs) from SEIAA, Maharashtra

letter no. SEAC-2010/CR.177/T.C.2 dated 25th November, 2010 and the source of Raw

material coal given was Imported / Indigenous blended suitably. And also, got

Amendment of EC from SEIAA, Maharashtra letter no. SEAC-2013/CR-355/TC-2 dated

16/07/2015 for the additional 30 Ha of land utilisation / inclusion in the plant area and

the source of Raw material coal given was Imported from Indonesia.

Now, it is in the stage of entire Plant is completely erected and ready for commissioning

as per EC conditions. So far, about Rs. 2200/- Crores (till March 2017) has been

incurred for erection and commissioning of the plant. Due to the delay in construction

of railway siding, SPPL is unable to do the final commissioning activities. Therefore,

SPPL intend to obtain EC amendment for “Alternative route for coal transportation by

Road until Rail way Line is developed”.

Total estimated Project Cost is Rs. 2485 Crores.

1.3. About the Project

The proposed project is located at Plot No. 1, Nardana MIDC, Sindkheda, Dhule,

Maharashtra. The Location is indicated in the maps enclosed as Figure 1.1. The

Table 1.1 indicating the present status of the project




Figure 1.1 Google Earth Image Showing the Plant Location




Table 1.1 Present Status of the Project

Sl.No Item Description

1. Statutory Clearances All major Clearances required for the project has been

granted.

2. Land details 115 Hectares land has been allotted by Maharashtra

Industrial Development Corporation on 100 years lease.

3. Water Tapi Irrigation Development Corporation, Government Of

Maharashtra has allotted 10 MCM water from Sulvade

Barrage of Tapi river. It is at a distance of 16 Km from the

project site.

Piping and pumping works already completed.

4. Power Evacuation

MSETCL has given the permission to connect the

transmission line at it’s 220 KV Amalner Sub-station, 35 Km

from project site. 220 KV Line is already charged.

5. Fuel (coal) Linkages Project is based on Imported coal for which MOU is signed

with Ms Jwala Two Energy Resources (S) Pte.Ltd based at

Lajpath nagar, New Delhi in India.

6. Rail connectivity Rail line is passing near the project site and nearest Railway

station is Nardana which is approx 2.5 Km from Project site.

RTC (Rail Transport Clearance) is granted by Indian

Railways.

Due to the delay in construction of railway siding for coal

transport the current proposal is intended to obtain EC

amendment for coal transportation by Road until Rail way

Line is Developed.

7. Port Connectivity

It is proposed to engage authorized imported coal Supplier

/transporting vendors to supply imported coal by road

either from applicable coal terminal/ port (Dahej /

Hazira/JNPT port) or from their transit storage facilities.

8. Plant Readiness Construction works were already completed and the plant

is ready for commissioning.




2. Proposal for Coal Transportation by Road until Railway siding is Built

2.1. Need for Alternative Coal Transport Facilities (Road)

As indicated in the previous sections, the 2x150MW power plant at Nardana MIDC area,

Village Nardana, Taluka Sindkheda District Dhule, Maharashtra is fully developed and

waiting for coal receipts at the site for commencing the trail production. The existing

facility is granted permission for supply of coal by Railway wagons and accordingly a

railway siding was built at the plant site. More than 90% of the construction activities of

the railway siding connecting from the main grid line to the plant were completed. The

Indian Railways are in the process of doubling in the rail corridor between Surat and

Jalgaon. SPPL is developing railway siding system from Nardana Railway Station to

power plant. The railway siding work is in progress, however, there are issues with

completion of railway line connectivity with the plant site, due to the small portion of

land acquisition. On licensing basis, SPPL approached Western Railway for permission

to re-route the railway track into their land, for which SPPL has got license.

Accordingly, SPPL has entered the agreement dated 5th May, 2016 with the Western

Railway for interlinking, Signaling and Telecommunication, OHE. Accordingly, a sum of

Rs. 8.37 Crores have already been deposited with Western Railway for Civil, Signaling

and Telecommunication work. Upon completion of Civil, Signaling and

Telecommunication work, Over Head Electrification (OHE) works will be commenced

subject to the deposition of Rs. 11.09 Crores thus amounting to Rs.19.46 Crores for

railway transportation alone. Figure 2.1 showing the existing railway siding route at

the plant site. Facilities such as coal unloading, coal stacker area, coal transfer conveyer

belts and coal bunker etc are fully developed and Figure 2.2 depicts the photographs of

coal handling facilities.

Considering the possible delay in completing the railway siding and also keeping in

view of the need for bridging the supply and demand gap of the electrical energy in the

region, the existing power plant shall take up the trail production operations and shall

be synchronized with the grid at the earliest. Under such circumstances, there is a need




to receive the coal through alternative mode such as road. Unlike large super thermal

power plants, the coal daily coal demand in the 2x150MW power plant existing will be

about 4000 TPD depending on the coal quality. Due to paucity of Indian coal in the

market, imported coal will be utilized for power generation as per the EC granted in

2015. Considering about 22 T capacity truck, about 20 trucks per hour of coal shall be

received at the site considering about 10 hours of unloading operations, especially

during the day time.




Figure 2.1 Google Map showing the existing Railway Siding route at the Plant site




Figure 2.2 Coal Handling Facilities

View of coal conveyor with transfer point View of Coal Stacker and Reclaimer

View of Coal conveyor with transfer point View of wagon tippler




2.2. Proposal for alternative coal transport by road until railway siding work

completion

Keeping in view of the above aspects, SPPL proposes alternative coal transport by road

to avoid the delays due to the construction of railway siding for coal transport because

entire construction works of the plant was already completed and the plant is ready for

Commercial Operation Date (COD). In this regard, SPPL is intended to obtain

amendment to the existing EC for facilitating coal transportation by Road until Rail way

Line is fully developed.

In view of the above, SPPL is proposed to engage authorized imported coal

supply/transporting vendors to supply imported coal by road either from applicable

coal terminal/ port (Dahej / Hazira/JNPT port) or from their transit storage facilities.

The road transport option will be utilized until the railway siding is fully developed and

operation. An MoU is signed with M/s. Jwala Two Energy Resources (S) Pte.Ltd based at

Lajpath nagar, New Delhi in India. Copy of the MoU is given as an Annexure -1. Map

showing typical alternative routes for coal transport by road is shown in Figure 2.3 to

Figure 2.5.

It is estimated that about 180 truckloads of coal will be received every day at site to

meet the coal demand in the plant. Considering 10 hours of coal unloading operations

(during the day time), the traffic volume on the plant approach road will be in the order

of 18 trucks per hour and the total return truck fleet volume will be 36 truck trips per

hour (onward and return trucks). In order to avoid traffic congestions at the site, it has

been proposed to develop a dedicated truck bay within the plant area to park at least 50

trucks at any given point of time. An additional investment of about Rs. 7 Lakhs will be

incurred for the construction of truck bays at the plant site. Plant layout showing the

proposed truck parking bays is shown in Figure 2.6. Coal received by road trucks will

be emptied either manually or hydraulic system at the existing coal stacker area. As

indicated earlier, necessary water sprinklers and dust suppressions are already

provided at the existing coal stacker area.

In view of the above, for facilitating the ease of the traffic with the additional of truck

movement on the existing village roads which are connecting to the SH and plant site,




SPPL has already broadened and strengthened the 800 meters village road connecting

State Highway to the power plant. In this connection, SPPL has already shared the 50%

of expenses amounting to Rs. 97 lakhs with Public Works Department (PWD) in

strengthening the State Highway from NH3 to village road.




Figure 2.3 Alternative Route -1




Figure 2.4 Alternative Route - 2




Figure 2.5 Alternative Route - 3




Figure 2.6 Plant layout showing proposed truck parking bays




3. Overview of the Existing Facilities and Environmental Management

Programs Adopted

The management of SPPL is committed and implemented robust environmental

management programs in the existing facility during the design and construction phase

of the plant. All the stipulated conditions in the environmental clearance issued by

Maharashtra SEIAA and Maharashtra State Pollution Control Board are implemented.

Figure 3.1 depicts the Photographs of Various Environmental Management Programs

Implemented in the Facility. Six monthly compliance report is submitted to MoEF&CC

regional office and copy of the latest compliance report is enclosed as Annexure—2 to

this report.

The existing facility has completed constructed activities and commission activities will

be commenced soon after receipt of coal at the site. The existing facility has

implemented the following pollution control systems and environmental management

programs as per the EC granted to the facility:

1. Electrostatic Precipitators were installed to control the emissions from the boilers.

2. Tall stack of height 150m was installed for effective dispersion of the pollutants into

the atmosphere

3. Online stack monitoring systems were installed on the flue gas lines as per the CPCB

guidelines

4. Dust suppression systems were installed at the railway wagon coal unloading

stations

5. Water sprinklers were provided at the coal stacker reclaimer area for controlling the

dust emissions

6. Dust suppression systems were installed on all coal bunkers

7. Dry fly ash handling systems and storage silos were provided for achieving fly ash

utilization during the operational phase of the plant

8. Adequately designed wastewater collection, treatment and reuse facilities are

installed in the plant.




9. About 33% of land was earmarked for the development of greenbelt and about 7000

saplings were planned since the construction activities commenced at the site. Refer

Appendix-1

10. Three number of storm water recharge pits were constructed at the site.




Figure 3.1 Photographs of Various Environmental Management Programs Implemented in the Facility

ESPs for the Boiler ESP with Chimneys Fly Ash Silos

Water Sprinkler system Wastewater Treatment Plant Greenbelt and Plantation




4. Proposed Additional Environmental Management Plan

It is estimated that on an average 180 trucks per day of coal is required to meet the

plants operating conditions. This coal is to be transported from the vendors to the

facility namely via the national highway, state highways, and major district roads. The

possible impacts due to this additional trucks is increase of traffic congestion, additional

air pollution through vehicle exhaust and, PM from carried cargo. In order to assess the

impacts on the local roads and air quality, road carrying capacity and air dispersion

modeling was carried out.

4.1. Road Carrying Capacity

About three alternative routes were taken into consideration depending upon the

location of the vendor; such as Adani Dahej Port, Hazira Port, Mumbai Port. Figure 4.1

below highlights the routes taken into consideration in red colour.

Figure 4.1 Route options considered based on location of vendor

Irrespective of the chosen vendor, in order for the coal to reach the site, the trucks have

to come to a common junction by Dhule, Maharastra. From which the trucks continue on

the National Highway (NH3) till they reach the junction of MDR16, which is taken till the

connecting road of the power plant. Figure 4.2 below shows the connectivity between

the plant and NH3.




In order to assess the carrying capacity of these roads, a detailed traffic count was

performed from March 25, 2017 6:00 AM till March 28, 2017 6:00 AM. The traffic count

was collected at four locations. The first sampling location is at the junction of MDR16,

and road leading to the facility as shown in Figure 4.3. At this sampling location, the

traffic going in and out of the facility and nearby village was noted. The second sampling

location is at another junction of MDR16 and road leading to nearby village; the location

for which is shown in Figure 4.4. The third sampling location is at the junction of NH3

and MDR16 towards the eastern side of the junction. From this sampling location the

traffic coming to and from the plant side (through MDR16) was noted, along with the

traffic headed to Dhule via NH3. The fourth sampling team was posted diagonally across

the third sampling location of the same junction. The fourth sampling team counted

traffic going and coming from Sinkeda (via MDR16), and also the traffic headed to

Nardana via NH3. The locations of these sampling teams are given in Figure 4.5. At each

of these locations the following vehicle categories were monitored; Bullock Cart, 2

Wheeler, Tractors, Auto Rickshaws, LMV (car, jeep), MMV (busses, mini busses), and

HMV (multi axle trucks).




Figure 4.2 Road connectivity to plant from NH3.




Figure 4.3 Sampling 1 location at the junction of MDR16 and road leading to the facility

Road Leading to facility from Sampling point 1.

Major District Road 16 at Sampling point 1




Figure 4.4 Sampling 2 location at the junction of MDR16 and road bifurcating to nearby village.

Road Leading to facility from Sampling point 2.




Figure 4.5 Sampling 3, and Sampling 4 locations at the junction of NH3 and MDR16.

.

Sampling Point 3

leading to Plant

Sampling Point 4




The traffic count collected for NH3, MDR16, and road leading to facility are given in the

Annexure – IV.

The NH3 is a 4 lane road, whereas the MDR16 and road leading to the facility is a 2 lane

road. Based on the IRC:64 – 1990 the carrying capacity for roads based on lane

configuration is shown in Table 4.1. The Personal Car Unit equivalency considered in

given in Table 4.2.




Table 4.1 Carrying capacity of roads based on lane configuration as per IRC:64-1990.

Lane Configuration Capacity (PCUs per Hour)

2 lane 2500

4 lane 4300

6 lane 6400

Table 4.2 PCU equivalency for different vehicle types in rural roads.

Vehicle Type PCU

Motor Cycle or Scooter (2-Wheeled) 0.5

Passenger Car, Pick-up van, Auto rickshaw 1

Agricultural Tractor, Light Commercial Vehicle 1.5

Truck or Bus 3

Truck-trailer, Agricultural Tractor-trailer 4.5

Bicycle 0.5

Cycle Rickshaw (Pedel) 2

Hand Cart 3

Horse-drawn Vehicle 4

Bullock Cart 8

Now to the observed vehicle count, an additional 360 HMV were added per day, in order

to account for the 180 trucks carrying coal to the facility and empty trucks returning

back. After adding those additional HMV, the different vehicle categories were

converted to respective PCUs, and each roads handling capacity at a give hour was

verified. Annexure - IV show that the PCU load per hour (including additional 180

HMV) is well within the carrying capacity of each road. The Table 4.3 indicating the

maximum and minimum PCUs/hr based on traffic study and total cumulative traffic on

the road (PCUs). Hence the current road infrastructure will be able to handle the

additional traffic.




Table 4.3 Baseline conditions and cumulative traffic on road (PCUs)

Road

Baseline Estimated PCUs/hr based on traffic study

Additional Number of

Trucks due to coal transport by

Road

Additional Traffic On the Road

(Equivalent PCUs)

Total Cumulative Traffic on the Road (PCUs) – post project

scenario (Max)

Carrying Capacity IRC Standards

Min Max

National Highway (NH3)

743 3814 18 54 3908 4300

State Highway (MDR 16)

67 171 18 54 225 2500

Two lane road connecting Dhule to plant site

67 178 18 54 232 2500




4.2. Air Emissions

The additional air impacts expected by bringing the coal via trucks is vehicular exhaust,

dust blown from cargo, and during unloading process. It is expected that they trucks

carrying coal will be covered, and hence no coal dust will be generated during

transportation. So to study the air impacts the vehicular emissions (CO, NOx, and PM),

and truck unloading (PM) emissions were modeled using ISCST3. The air dispersion

model was carried out within 10 km from the facility fence line.

Vehicular Emissions

In order to estimate the vehicular emissions, the average (per day) vehicular traffic in

each road was taken as shown in Table 4.4.

Table 4.4 Average vehicular traffic in a day

Roads Average Vehicular Count per day

Bullock Cart 2 Wheeler Tractors Rickshaw LMV MMV HMV

NH3 2 1716 119 223 2449 3609 3585

MDR16 6 793 44 96 103 49 363

MDR16 to Plant 20 835 40 57 105 29 377

The emission factors for each of these vehicle categories were taken from “Emission

Factor development for Indian Vehicles” prepared by Automotive Research Association

Of India (ARAI), Pune and CPCB. Since there was no separate emission factor for

tractors, the emission factor for LMV was used. Table 4.8 below gives the emission rate

for each vehicle category.

Table 4.5 Emission rate for each vehicle category

Vehicle Type Emission Rate (g/km) in a day

CO NOx PM

2 Wheeler 1.48 0.54 0

Tractors 3.97 6.77 1.075

Rickshaw 4.47 0.61 0.011

LMV 0.25 0.67 0.096

MMV 3.97 6.77 1.075

HMV 6 9.3 1.24




Coal Handling Emissions

The vehicular emissions and coal handling emissions were modeled in ISCST3, with

meteorological data typically representing winter season (aken from Climatological

Normals 1971 – 2000 prepared by IMD). The isopleths for the pollutants (CO, NOx, and

PM) dispersed were plotted and show in Figure 4.6, Figure 4.7, and Figure 4.8. The

maximum ground level concentration observed for CO was 0.002 mg/m3, for NOx was

3.28 µg/m3, for PM was 0.44 µg/m3. These modelled concentration do not exceed the

NAAQs standards

.




Figure 4.6 Dispersion of pollutant CO, 24 hour average and concentration as µg/m3.




Figure 4.7 Dispersion of pollutant NOx, 24 hour average and concentration as µg/m3




Figure 4.8 Dispersion of pollutant PM, 24 hour average and concentration as µg/m3




Annexure -I

MOU of coal vendor




Annexure -II

Compliance of Consent to Establishment (CTE) issued by PCB

Sr.

No.

Conditions Compliance Status

1 The Consent to Establish is granted for a period up to – Commissioning of

the project or 5 years whichever is earlier

Noted

2

The Consent is valid for the manufacture of :-

Sr. No Product Maximum Quantity

1 Electricity Generation

(Coal based Thermal

Power Plant)

2 x 150 MW

Noted

3 Conditions Under Water (Prevention and Control of Pollution) ACT, 1974:

I The quantity of trade effluent from the factory shall not exceed 475.0 m3

/day.

Noted & will be

complied

Ii The quantity of sewage effluent from the factory shall not exceed 8.0 m3

/day.

Noted & will be

complied

Iii

Trade Effluent Treatment: The applicant shall provide comprehensive

treatment system consisting of primary/secondary and/or tertiary

treatment as is warranted with reference to influent quality and operate

and maintain the same continuously so as to achieve the quality of the

treated effluent to the following standards:

The industrial effluent arising from various sections of Power Plant shall be

given such treatment either collective or individually as the site condition

permits that the final quality of effluent shall have following character

standards:

Already constructed

ETP of capacity 500

cubic meters per

day.

The schematic

diagram of

wastewater

treatment plant is

attached as

annexure. A

Condenser Cooling Water:

1 pH Between 6.5 to 8.5

2 Temperature Not to exceed 5 Degree C.

Higher than the intake water

temperature.

3 Free available Chlorine Not to exceed 0.5 mg/l




B

Boiler Blow down:

1 Suspended Solids Not to exceed 100 mg/l.

2 Oil & Grease Not to exceed 20 mg/l.

3 Copper (Total) Not to exceed 1 mg/l.

4 Iron (Total) Not to exceed 1 mg/l.

C

Cooling Tower Blow down:

1 Free available Chlorine Not to exceed 0.5 mg/l.

2 Zinc Not to exceed 1 mg/l.

3 Chromium (Total) Not to exceed 0.2 mg/l.

4 Phosphate Not to exceed 5 mg/l.

D

D.M. Plant Effluent:

1 pH Between 5.5 to 9

2 BOD 3 days 27 Deg. C. Not to exceed 30 mg/l

3 COD Not to exceed 250 mg/l

4 Suspended Solids Not to exceed 100 mg/l.

5 Oil & Grease Not to exceed 10 mg/l

6 TDS Not to exceed 2100 mg/l.

Iv

Trade Effluent Disposal: The total treated effluent shall be recycled/reused

for ash handling and dust suppression etc and industry shall achieve zero

discharge.

Noted & will be

complied

V

Sewage Effluent Treatment: The applicant shall provide comprehensive

treatment system as is warranted with reference to influent quality and

operate and maintain the same continuously so as to achieve the quality

of treated effluent to the following standards.

(1) Suspended Solids Not to exceed 100 mg/l

(2) BOD 3 days 27 C Not to exceed 100 mg/l

Noted & will be

complied

Vi

Sewage Effluent Disposal: The treated domestic effluent shall be

recycled/ reused for ash handling and dust suppression etc.

Noted & will be

complied




Vii

Non -Hazardous Solid Wastes:

Sr.

No

Types of

waste

Quantity Treatment Disposal

1 Fly Ash 588 MT/day …. Shall be send to Cement

Manufacturer. Dispose

as per Govt. of India

Guidelines Notification

vide no SO 763(E)dated

14.9.1999.

2 Bottom Ash 147 MT/day

Two cement

companies are

coming near Power

Plant, in long term

ash will be supplied

to these cement

companies. However,

in initial phase ash will

be utilize in low lying

area filling, brick

making etc.

Viii

Other conditions:

a) The industry should monitor effluent quality regularly. (since plant

operation is not started so there is effluent generation)

Noted & will be

complied

b) Green Belt a forestation shall be done up to 33% on available open

space land.

SPPL has already

planted around 7000

saplings inside the

plant.

c) The firm shall provide continuous flow meter for the measurement of

the flow of the effluent at the inlet and outlet.

Continuous flow

meter is already

installed in ETP.

d) Industry shall adopt clean technology like ozonization for cooling water

treatment.

Not applicable

e) Industry shall provide dry fly ash handling & collection system and utilize

the fly ash as per the fly ash notification of the Govt. of India.

Two cement

companies are

coming near Power

Plant, in long term

ash will be supplied

to these cement

companies. However,

in initial phase ash will

be utilize in low lying

area filling, brick

making etc.




f) Transportation of coal & fly ash shall be by closed system, Conveyor

system exclusively.

Due to the delay in

construction of

railway siding for coal

transport the current

proposal is intended

to obtain EC

amendment for coal

transportation by

Road until Rail way

Line is Developed.

g) Fly ash shall be 100% utilized within six years as per fly ash Notification. Noted.

h) The storage of coal/other raw material shall be in closed shed only. Noted & will be

complied

4

The applicant shall comply with the provisions of the Water (Prevention

Control of Pollution) Cess Act, 1977 (to be referred as Cess Act) and Rules

there under:

The daily water consumption for the following categories is as under:

(i) Domestic 10 CMD.

(ii) Industrial Process generating ... } 360 CMD

Bio-degradable waste water

(iii) Industrial Process generating ... } CMD

Non-biodegradable waste water

(iv) Cooling water, Boiler, OM Plant, ... } 31380 CMD

(v) Gardening 140 CMD

The applicant shall regularly submit to the Board the returns of water

consumption in the prescribed form and pay the Cess as specified under

Section 3 of the said Act which is also available on MPCB website at

http://mpcb.gov.in/images/cessform1.pdf

Noted. During the

operation of the

plant, SPPL has

commitment to

submit the water

consumption details

to MPCB board, in

consultation with PCB

officials.

5 CONDITIONS UNDER AIR (Prevention & Control of Pollution) ACT, 1981:

I

The applicant shall install a comprehensive control system consisting of

control equipments as is warranted with reference to generation of

Emission and operate and maintain the same continuously so as to

achieve the level of pollutants to the following standards:

(i) SPM/TPM Not to exceed 50 mg/Nm3

(ii) S02 Not to exceed 37.7 T/day

Noted & will be

complied, when

plant will be in

operation.

Ii The applicant shall observe the following fuel patter :- Noted & will be

http://mpcb.gov.in/images/cessform1.pdf




Sr. No. Type of Fuel Quantity

(i) Indonesian/India Coal 3670 ton/day

(ii) Furnace Oil 4000 KL/Annum

complied, when

plant will be in

operation.

Iii

The applicant shall erect the chimney(s) of the following specifications :-

Sr. No. Chimney attached to Height in Mtrs.

i) Shell 1 150

ii) Shell 2 150

As per the

specifications

indicated, SPPL has

constructed

stacks/chmney(s).

Iv Control Equipment:

1

Electrostatic Precipitator of sufficient capacity provided to each Boiler

and any other sources of particulate matter shall be operate and

maintain so as to ensure that TPM emission do not exceed 50 mg/Nm3

ESP with efficiency

99% has been

provided for each

boiler.

2 Dust collection system and automatic water sprinkler system provided to

Coal Handling Plant shall be operate and maintain continuously.

Already provided

3 Dust collector of sufficient capacity provided to coal crusher and any

other sources of SPM shall be operates and maintain continuously.

Noted & will be

complied

4

There shall not be any fugitive emission from coal storage yard. The existing coal

stock yard is

provided with

adequate number

of water sprinklers

for dust

suppression. Water

sprinklers will be

used for controlling

the fugitive dust, if

any while

unloading the coal

on the stacker

area. Treated

wastewater will be

utilized for dust

suppression

operations. Coal

from the stacker




area will be

transferred into

coal bunkers

through covered

belt conveyers.

Suitable ventilation

and dust

suppression system

has been installed

on transfer towers.

Dust collection

system has been

installed on Coal

Bunkers.

5

The industry shall make necessary provisions for installing FGD with 90 %

efficiency in its design and layout ad sufficient floor space so that it can

be installed in future, as & when directed by Board.

Noted.

Conditions for DG Sets: -

1

Noise from DG Sets shall be controlled by providing acoustic enclosure or

by treating the room acoustically.

Noted. Provided

proper acoustic

enclosures

2

Applicant should provide acoustic enclosure for control of noise. The

acoustic enclosure/acoustic treatment of the room shall be designed for

minimum 25 dB (A) insertion loss or for meeting the ambient noise

standards, whichever is on higher side. A suitable exhaust muffler with

insertion loss of 25 dB(A) shall also be provided. The measurement of

insertion loss shall be done at different points at 0.5 meters from acoustic

enclosure/room and then average.

Noted & will be

complied, when

plant will be in

operation.

3

The Applicant should make efforts to bring down noise level due to DG

Set, outside the premises, with ambient noise level requirements by proper

setting and control measures.

Noted & will be

complied, when

plant will be in

operation.

4

Installation of DG Set must be strictly in compliance with

recommendations of DG set manufacturer;

Noted and

implemented the

condition.

5 A proper routine and preventive maintenance procedure for DG Set shall Noted & will be




be set and followed in consultation with the DG manufacturers, which

would help to prevent noise levels of DG Sets from deteriorating with use.

complied, when

plant will be in

operation.

6

The DG set shall be operated only in case of power failure. The applicant

shall make arrangement for regular electrical power.

Noted & will be

complied, when

plant will be in

operation.

7

The Applicant shall not cause any nuisance in the surrounding area due

to operation of DG sets.

Noted & will be

complied, when

plant will be in

operation.

8 In case of problems, the D.G. set shall not be operated until it is set back

to satisfactory position.

Noted & will be

complied,

V

The applicant shall provide ports in the chimney/(s) and facilities such as

ladder, platform etc. for monitoring the air emissions and the same shall

be open for inspection to/and for use of the Board's Staff. The chimney(s)

vents attached to various sources of emission shall be designated by

numbers such as S-1, S-2, etc. and these shall be painted/displayed to

facilitate identification.

Noted & provided as

per specifications.

Vi

The industry shall take adequate measures for control of noise levels from

its own sources within the premises so as to maintain ambient air quality

standard in respect of noise to less than 75 dB(A) during day time and 70

dB(A) during night time. Day time is reckoned in between 6 a.m. and 10

p.m. and night time is reckoned between 10 p.m. and 6 a.m.

Noted & will be

complied, when

plant will be in

operation.

Vii Other Conditions:

1

The Coal handling system shall be covered with proper hooding and

ventilation arrangements connected to dust suppress agent so as not to

allow any fugitive emissions. The coal shall strictly be stored in closed

shed.

Noted & provided all

such measures for

coal handling system.

2

A separate environment monitoring cell with suitable qualified staff should

be set up for implementation of the stipulated environmental safeguards.

A dedicated

environment team

will be formulated

and ISO 14000

methods will be

implemented during

plant in operation.




3 The industry shall not cause any nuisance in surrounding area. Noted & will be

complied.

4

The industry shall monitor stack emissions & ambient air quality regularly. Noted & will be

complied, when

plant will be in

operation.

5

The applicant shall install online continuous monitoring system for stack

emission analysis & same shall be directly connected to MPCB website

http://mpcb.gov.in as well as to the respective Regional Office.

Noted & will be

complied

6

The applicant shall install three continuous automatic ambient air and

micrometeorological monitoring station at location indicated by State

Board to be set up and operate at its own cost measure SO" NO, and

particulate matter. These CAAQMS shall also have necessary provision of

networking to the Air Quality Monitoring network of MPCB.

Noted & will be

complied

7

If due to any technological improvements or otherwise this Board is of

opinion that all or any of the conditions referred above require variation

(including the change of any control equipment either in whole or in

part), this Board shall after giving the applicant an opportunity of being

heard very all or any of such conditions and thereupon the applicant

shall be bound to comply with the conditions so varied.

Noted & will be

complied

6 CONDITIONS UNDER HW (M, H &TM) RULES, 2008:

I

The applicant shall handle hazardous wastes as specified below:

Sr.

No

Item No. of

Process

generating

HW as per

Schedule-I

Type of

waste

Quantity Disposal

1 5.1 Spent/Used

oil

120

barrels/day

By sale to CPCB/MPCB

authorized

reprocessor/recycle

Return back to

respective

manufacturer/ supplier

for disposal

2 5.2 Spent

Grease

3

barrels/day

3 …. Used

Batteries

10 Nos/day

SPPL has planned to

sent hazardous waste

to the authorized

vendors.

Membership of

CHWTSDF is attached

Annexuere-III

Ii The authorization is hereby granted to operate a facility for collection,

storage, transport and disposal of hazardous waste.

Membership of

CHWTSDF is attached




Annexure-III

7

Whenever due to any accident or other unforeseen act or even, such

emissions occur or is apprehended to occur in excess of standards laid

down, such information shall be forthwith reported to Board, concerned

Police Station, office of Directorate of Health Services, Department of

Explosives, Inspectorate of factories and Local Body. In case of failure of

pollution control equipments, the Production process connected to it shall

be stopped.

Noted & will be

complied

8 General conditions:

I

The applicant shall bring minimum 33% of the available open land under

green coverage/ plantation. The applicant shall submit a yearly

statement by 30'h September every year on available open plot area, no.

of trees surviving as on 31 st March of the year and no. of trees planted by

September end.

Noted .

Already 7000 sapling

has been planted, till

date.

Ii

The applicant shall provide for an alternate electric power source

sufficient to operate all pollution control facilities installed by he applicant

and operate the same in case of power failure to maintain compliance

with the terms and conditions of the consent. In the absence of same, the

applicant shall stop, reduce or otherwise, control production to abide by

terms & conditions of this consent regarding pollution levels.

All pollution control

equipments are

connected to DG

power of capacity

750 KVA (2 Nos.)

Iii

Separate drainage system shall be provided for collection of trade and

sewage effluents. Terminal manholes shall be provided at the end of

collection system with arrangement for measuring the flow. No effluent

shall be admitted in the pipes/sewers down- stream of the terminal

manholes. No effluent shall find its way other than in designed and

provided collection system. Neither storm water nor discharge from other

premises shall be allowed to mix with the effluents from the factory.

Dedicated pipelines

are already laid and

effluents does not get

mixed.

Iv

The applicant shall provide facility for collection of environmental samples

and samples of trade and sewage effluents, air emissions and hazardous

wastes to the Board staff at the terminal or designated points and shall

pay to the Board for the services rendered in this behalf. An inspection

book shall be opened and made available to the Board's officers during

their visit to the applicant.

Noted & it is under

practice.

V

The industry shall ensure that fugitive emissions from the activity are

controlled so as to maintain clean and safe environment in and around

the factory premises.

In the design

adequate safety

measures are already




taken into the

consideration and it

will be implemented

during plant is in

operation.

Vi

The applicant shall not change or alter quantity, quality, the rate of

discharge, temperature or the mode of the effluent/emissions or

hazardous wastes or control equipments provided for without previous

written permission of the Board.

Noted.

9 This is issued pursuant to the decision of Consent Appraisal Committee

meeting of the Board held on 15th December, 2011.

Noted

10

Applicant shall ensure to implement mitigation measures mentioned in

Environment Management Plan.

In the design

adequate safety

measures are already

taken into the

consideration and it

will be implemented

during plant is in

operation.

11

The applicant shall comply with the condition stipulated in the

Environmental Clearance granted by Environment Department, GoM

vide letter No. SEAC- 2010/CR.177/T.C.2 dated 25/11/2010.

Noted & will be

complied

12

The applicant shall implement mechanical close type transportation

system for coal & mineral metal transporting trucks w.e.f. 1.4.2012 and

submit the action plan for the same within one month period.

Noted & will be

complied

13 The applicant shall obtain Consent to Operate from Maharashtra

Pollution Control Board before starting actual commercial production.

Noted

14

Total capital investment of the project is Rs. 1500/-Crore. Total capital

investment of the

project is Rs. 2063/-

Crore.




Appendix- 1: Yearly Statement for greenbelt development

Sr. No. Year No. of

Trees

Survival as on

31st March

1. 2011-12 700 70 – 75%

2. 2012-13 500 70 – 75%

3. 2014-15 450 70 – 75%

4. 2015-16 400 70 – 75%




Annexure - III

Membership of CHWTSDF




Annexure - IV

Carrying Capacity of NH3

Date Hour PCUs Carrying Capacity

Start End Bullock Cart 2 Wheeler Tractors Rickshaw LMV MMV HMV Total PCUs

4 lane – 4300 PCU/hr

25 6 7 0 18 3 8 70 792 526.5 1417 Good

25 7 8 16 46.5 19.5 15 131 855 1291.5 2374 Good

25 8 9 0 28.5 16.5 11 92 321 868.5 1337 Good

25 9 10 16 64.5 15 10 124 459 1062 1750 Good

25 10 11 0 61.5 10.5 13 152 429 1116 1782 Good

25 11 12 0 65.5 12 13 160 438 1170 1858 Good

25 12 13 0 75 18 21 172 495 1237.5 2018 Good

25 13 14 0 51.5 24 25 133 456 1053 1742 Good

25 14 15 0 87.5 18 12 245 885 733.5 1981 Good

25 15 16 0 103.5 30 19 255 915 877.5 2200 Good

25 16 17 0 117.5 9 29 257 780 787.5 1980 Good

25 17 18 0 132.5 19.5 25 230 885 855 2147 Good

25 18 19 16 157.5 19.5 29 302 1050 904.5 2478 Good

25 19 20 0 85 9 9 285 945 1147.5 2480 Good

25 20 21 8 50 9 16 155 690 1147.5 2075 Good

25 21 22 0 46 6 3 242 930 954 2181 Good

25 22 23 0 27.5 6 7 116 429 688.5 1274 Good

25 23 24 16 18 6 2 81 531 720 1374 Good

26 0 1 0 11 4.5 1 80 498 949.5 1544 Good

26 1 2 0 5.5 6 0 66 669 1300.5 2047 Good




26 2 3 0 1.5 0 1 53 612 1048.5 1716 Good

26 3 4 0 2 3 0 74 417 1030.5 1526 Good

26 4 5 0 3 1.5 1 75 585 1008 1673 Good

26 5 6 0 8 3 0 52 348 1206 1617 Good

26 6 7 0 17.5 6 6 62 345 841.5 1278 Good

26 7 8 0 35 4.5 2 85 447 1395 1968 Good

26 8 9 0 72.5 12 14 132 471 1246.5 1948 Good

26 9 10 0 52 6 19 188 420 1134 1819 Good

26 10 11 0 74 30 32 185 549 1165.5 2035 Good

26 11 12 0 50 15 27 131 450 1138.5 1811 Good

26 12 13 0 67.5 22.5 29 157 369 1260 1905 Good

26 13 14 0 53.5 7.5 12 177 555 1192.5 1997 Good

26 14 15 0 82 27 14 238 891 859.5 2111 Good

26 15 16 0 100.5 18 43 234 906 684 1985 Good

26 16 17 0 83.5 7.5 23 236 774 603 1727 Good

26 17 18 0 102.5 6 28 227 870 801 2034 Good

26 18 19 0 140 18 24 240 840 1089 2351 Good

26 19 20 0 113 18 23 249 1053 1377 2833 Good

26 20 21 0 141.5 18 55 423 1314 1863 3814 Good

26 21 22 0 85 15 30 372 1725 1494 3721 Good

26 22 23 0 31.5 1.5 0 132 651 1291.5 2107 Good

26 23 24 0 14 6 1 79 543 1075.5 1718 Good

27 0 1 0 7 1.5 3 62 414 873 1360 Good

27 1 2 0 2.5 4.5 0 48 387 796.5 1238 Good

27 2 3 0 1.5 1.5 1 44 489 1057.5 1594 Good

27 3 4 0 2.5 3 1 50 441 1125 1622 Good




27 4 5 0 4 1.5 1 48 246 1224 1524 Good

27 5 6 0 3 3 8 68 435 1017 1534 Good

27 6 7 8 45 19.5 15 175 942 576 1780 Good

27 7 8 0 55.5 25.5 9 174 855 495 1614 Good

27 8 9 0 62.5 18 9 93 744 409.5 1336 Good

27 9 10 0 128.5 22.5 29 175 1170 468 1993 Good

27 10 11 0 42.5 3 9 50 315 324 743 Good

27 11 12 0 95 4.5 22 160 606 270 1157 Good

27 12 13 0 35 1.5 7 120 420 315 898 Good

27 13 14 0 40 1.5 20 125 450 405 1041 Good

27 14 15 8 55 10.5 22 229 1074 819 2217 Good

27 15 16 0 56.5 18 19 120 390 1156.5 1760 Good

27 16 17 0 64.5 13.5 21 130 432 1251 1912 Good

27 17 18 8 63.5 19.5 22 178 750 1300.5 2341 Good

27 18 19 24 97.5 31.5 24 222 717 1318.5 2434 Good

27 19 20 0 84 36 47 309 903 1746 3125 Good

27 20 21 0 56 18 5 188 804 1584 2655 Good

27 21 22 0 50 4.5 10 151 714 1372.5 2302 Good

27 22 23 0 28 6 13 73 342 1053 1515 Good

27 23 24 0 15 6 2 50 345 1048.5 1466 Good

28 0 1 0 7 0 0 59 411 1120.5 1597 Good

28 1 2 0 1.5 1.5 0 36 276 967.5 1282 Good

28 2 3 0 1 9 0 53 426 1341 1830 Good

28 3 4 0 0.5 4.5 1 60 387 936 1389 Good

28 4 5 0 2 0 0 49 198 1116 1365 Good

28 5 6 0 0.5 1.5 2 36 195 801 1036 Good




Carrying Capacity of MDR16

Date Hour PCUs Carrying Capacity

Start End Bullock Cart 2 Wheeler Tractors Rickshaw LMV MMV HMV Total 2 Lane

25 6 7 8 14.5 0 1 2 6 67.5 99 Good

25 7 8 0 27.5 7.5 7 5 12 67.5 126 Good

25 8 9 0 27.5 3 15 9 21 67.5 143 Good

25 9 10 8 40 6 16 12 6 67.5 155 Good

25 10 11 0 30 4.5 10 3 30 67.5 145 Good

25 11 12 0 32 1.5 4 7 15 67.5 127 Good

25 12 13 0 29 7.5 5 2 21 67.5 132 Good

25 13 14 0 11 4.5 7 6 15 67.5 111 Good

25 14 15 0 29.5 3 10 8 12 72 134 Good

25 15 16 0 25.5 1.5 4 4 6 72 113 Good

25 16 17 0 33.5 4.5 7 9 0 72 126 Good

25 17 18 0 36.5 4.5 8 6 3 67.5 125 Good

25 18 19 16 43.5 3 5 10 9 67.5 154 Good

25 19 20 0 19.5 4.5 6 6 6 67.5 109 Good

25 20 21 0 6 0 1 3 0 67.5 77 Good

25 21 22 0 6 0 0 3 0 67.5 76 Good

25 22 23 0 5 1.5 1 2 0 72 81 Good

25 23 24 0 1 0 0 0 0 67.5 68 Good

26 0 1 0 0 0 0 0 0 67.5 67 Good

26 1 2 0 0 0 0 0 0 67.5 67 Good

26 2 3 0 0.5 0 0 0 0 67.5 68 Good

26 3 4 0 0 0 0 0 0 67.5 67 Good

26 4 5 0 0 0 0 1 3 67.5 71 Good




26 5 6 0 0 0 0 1 0 67.5 68 Good

26 6 7 0 5.5 3 1 1 0 67.5 78 Good

26 7 8 0 19.5 3 4 4 0 67.5 98 Good

26 8 9 0 25.5 13.5 4 3 6 67.5 119 Good

26 9 10 0 33.5 4.5 11 12 9 76.5 146 Good

26 10 11 0 31 3 7 9 3 67.5 120 Good

26 11 12 0 32.5 1.5 3 7 0 67.5 111 Good

26 12 13 0 18.5 9 4 5 3 67.5 107 Good

26 13 14 0 16 3 5 7 18 72 121 Good

26 14 15 0 10.5 7.5 7 1 9 67.5 102 Good

26 15 16 0 23 1.5 11 12 0 67.5 115 Good

26 16 17 0 18.5 0 3 13 0 72 106 Good

26 17 18 8 18.5 4.5 12 7 0 67.5 117 Good

26 18 19 16 18.5 0 4 4 6 67.5 116 Good

26 19 20 0 20.5 6 4 2 18 67.5 118 Good

26 20 21 0 13.5 0 0 0 0 67.5 81 Good

26 21 22 0 14.5 0 0 0 0 67.5 82 Good

26 22 23 0 6 1.5 2 4 3 67.5 84 Good

26 23 24 0 3 3 0 4 0 67.5 77 Good

27 0 1 0 1.5 1.5 1 2 0 67.5 73 Good

27 1 2 0 0.5 0 0 0 0 67.5 68 Good

27 2 3 0 0.5 0 0 0 0 67.5 68 Good

27 3 4 0 0 1.5 0 0 0 67.5 69 Good

27 4 5 0 0 0 0 0 0 67.5 67 Good

27 5 6 0 2 1.5 4 1 6 67.5 82 Good

27 6 7 0 6 0 1 5 15 67.5 94 Good




27 7 8 0 30 3 3 8 12 67.5 123 Good

27 8 9 16 38 7.5 8 7 27 67.5 171 Good

27 9 10 16 49 6 6 9 15 67.5 168 Good

27 10 11 8 45.5 4.5 7 6 33 67.5 171 Good

27 11 12 16 39 1.5 6 7 12 67.5 149 Good

27 12 13 0 29.5 1.5 13 2 21 67.5 134 Good

27 13 14 0 7.5 7.5 15 0 15 67.5 112 Good

27 14 15 0 18.5 4.5 2 14 9 67.5 115 Good

27 15 16 0 18 7.5 11 7 3 67.5 114 Good

27 16 17 0 25 4.5 3 3 9 67.5 112 Good

27 17 18 0 30.5 4.5 9 6 6 67.5 123 Good

27 18 19 16 37.5 1.5 2 3 3 67.5 130 Good

27 19 20 0 30 10.5 4 8 3 67.5 123 Good

27 20 21 0 18.5 3 0 5 6 67.5 100 Good

27 21 22 0 5.5 0 0 16 6 67.5 95 Good

27 22 23 0 3.5 0 2 2 0 67.5 75 Good

27 23 24 0 3.5 3 0 1 0 67.5 75 Good

28 0 1 0 0.5 0 0 0 0 67.5 68 Good

28 1 2 0 1 0 0 0 0 67.5 68 Good

28 2 3 0 0 0 0 0 0 67.5 67 Good

28 3 4 0 0.5 0 0 0 0 67.5 68 Good

28 4 5 0 0 1.5 0 2 0 67.5 71 Good

28 5 6 8 1.5 0 1 1 3 67.5 82 Good




Carrying Capacity of road connecting MDR16 to facility and nearby village

Hour PCUs Carrying Capacity

Date Start End Bullock Cart 2 Wheeler Tractors Rickshaw LMV MMV HMV Total 2 Lane

25 6 7 0 14.5 0 2 1 6 67.5 91 Good

25 7 8 0 27 6 2 8 0 67.5 110 Good

25 8 9 0 34 7.5 6 8 12 72 139 Good

25 9 10 0 26.5 7.5 5 8 6 67.5 120 Good

25 10 11 0 41.5 9 8 8 6 76.5 149 Good

25 11 12 0 26.5 4.5 2 7 9 72 121 Good

25 12 13 0 27 1.5 6 8 0 72 114 Good

25 13 14 0 21 3 4 8 6 72 114 Good

25 14 15 0 27 3 5 10 9 85.5 139 Good

25 15 16 0 26 6 8 7 6 76.5 129 Good

25 16 17 0 29.5 1.5 5 7 3 72 118 Good

25 17 18 0 32.5 3 7 9 0 72 123 Good

25 18 19 0 30.5 3 4 4 9 72 122 Good

25 19 20 0 19 1.5 4 5 0 67.5 97 Good

25 20 21 0 14 0 5 2 3 72 96 Good

25 21 22 0 4 0 0 1 0 67.5 72 Good

25 22 23 0 0 0 0 0 0 67.5 67 Good

25 23 24 0 0 0 0 0 0 67.5 67 Good

26 0 1 0 0 0 0 0 0 67.5 67 Good

26 1 2 0 0 0 0 0 0 67.5 67 Good

26 2 3 0 0 0 0 0 0 67.5 67 Good

26 3 4 0 0 0 0 0 0 67.5 67 Good

26 4 5 0 0 0 0 0 0 67.5 67 Good




26 5 6 0 0 0 0 0 0 67.5 67 Good

26 6 7 0 12.5 0 4 5 0 67.5 89 Good

26 7 8 16 20 4.5 1 4 0 67.5 113 Good

26 8 9 16 36 7.5 0 4 0 67.5 131 Good

26 9 10 32 49 7.5 9 11 12 72 192 Good

26 10 11 24 45.5 3 2 8 6 72 160 Good

26 11 12 16 40 4.5 4 4 3 72 143 Good

26 12 13 8 27.5 9 2 9 6 67.5 129 Good

26 13 14 0 23.5 6 3 5 12 94.5 144 Good

26 14 15 0 18.5 1.5 1 3 3 72 99 Good

26 15 16 16 26 1.5 5 10 3 67.5 129 Good

26 16 17 32 30.5 6 7 14 9 72 170 Good

26 17 18 8 30.5 16.5 7 6 0 67.5 135 Good

26 18 19 48 36.5 1.5 3 5 12 72 178 Good

26 19 20 16 29 3 8 6 6 76.5 144 Good

26 20 21 0 16.5 0 0 0 0 67.5 84 Good

26 21 22 0 8 0 0 0 6 76.5 90 Good

26 22 23 0 0 0 0 0 0 67.5 67 Good

26 23 24 0 0 0 0 0 0 67.5 67 Good

27 0 1 0 0 0 0 0 0 67.5 67 Good

27 1 2 0 0 0 0 0 0 67.5 67 Good

27 2 3 0 0 0 0 0 0 67.5 67 Good

27 3 4 0 0 0 0 0 0 67.5 67 Good

27 4 5 0 0 0 0 0 0 67.5 67 Good

27 5 6 0 0 0 0 0 0 67.5 67 Good

27 6 7 0 22.5 1.5 4 3 15 67.5 113 Good




27 7 8 8 20.5 3 1 3 3 72 110 Good

27 8 9 40 30.5 10.5 0 9 3 67.5 160 Good

27 9 10 0 30 6 5 16 9 72 138 Good

27 10 11 0 35.5 3 3 7 12 76.5 137 Good

27 11 12 8 20 1.5 1 12 6 72 120 Good

27 12 13 8 29.5 1.5 2 9 12 76.5 138 Good

27 13 14 8 25.5 1.5 2 6 9 72 124 Good

27 14 15 0 26 1.5 2 11 3 72 115 Good

27 15 16 0 17.5 1.5 3 5 3 76.5 106 Good

27 16 17 0 22 7.5 1 4 6 81 121 Good

27 17 18 0 25 6 7 6 21 67.5 132 Good

27 18 19 8 45.5 3 4 14 6 76.5 157 Good

27 19 20 0 33.5 1.5 4 11 3 67.5 120 Good

27 20 21 16 14.5 0 2 4 0 81 117 Good

27 21 22 24 4 1.5 0 1 0 67.5 98 Good

27 22 23 0 0 0 0 0 0 67.5 67 Good

27 23 24 0 0 0 0 0 0 67.5 67 Good

28 0 1 0 0 0 0 0 0 67.5 67 Good

28 1 2 8 0 0 0 0 0 67.5 75 Good

28 2 3 16 0 0 0 0 0 67.5 83 Good

28 3 4 24 0 0 0 0 0 67.5 91 Good

28 4 5 32 0 0 0 0 0 67.5 99 Good

28 5 6 40 0 0 0 0 0 67.5 107 Good

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