ind: india infrastructure project financing facility ii ... and social due diligence report . july...

Environment and Social Due Diligence Report July 2012

IND: India Infrastructure Project Financing Facility II –Simhapuri Expressway Ltd. Prepared by India Infrastructure Finance Company Limited This report has been submitted to ADB by the India Infrastructure Finance Company Limited (IIFCL) and is made publicly available in accordance with ADB’s public communications policy (2005). It does not necessarily reflect the views of ADB.

Environment and Social Due Diligence Report Simhapuri Expressway Limited

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INDIA INFRASTRUCTURE FINANCE COMPANY LTD.

Simhapuri Expressway Ltd. (SEL) 6-Laning of Chilakaluripet to Nellore section of National Highway No.5 from Km

1182.802 to Km. 1366.547 (Including 10.125 km long New Ongole bypass) in the State of Andhra Pradesh on DBFOT pattern

June, 2012


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CONTENTS

1. INTRODUCTION ......................................................................................................... 5 2. CONCESSIONAIRE: ................................................................................................... 8 3. INDEPENDENT CONSULTANT: ................................................................................. 9 4. EPC CONTRACTORS:................................................................................................ 9 5. LENDER’S ENGINEER: .............................................................................................. 9 DUE DILIGENCE ON ENVIRONMENTAL SAFEGUARDS: .................................................... 10 6. AVAILABILITY OF EIA/EMP REPORTS: ................................................................. 11 7. ENVIRONMENTAL SENSITIVITY AND DUE DILIGENCE: ....................................... 11 8. CATEGORIZATION OF SUB-PROJECT: ................................................................. 13 9. STATUS OF REGULATORY CLEARANCES: .......................................................... 13 10. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE: ............................ 16 11. ALTERNATIVE ANALYSIS: ...................................................................................... 17 12. ENVIRONMENT AND SAFETY CLAUSES IN CONCESSION AGREEMENT: ......... 18 13. ENVIRONMENT AND SAFETY CLAUSES IN EPC CONTRACT: ............................ 19 14. EMP IMPLEMENTATION BUDGET: ......................................................................... 20 15. ENVIRONMENT MANAGEMENT PLAN (EMP) IMPLEMENTATION: ...................... 20 15.1. CONCESSIONAIRE AND EPC CONTRACTOR’S HSE PLAN: .............................................. 20 15.2. EMP COMPLIANCE STATUS:.................................................................................................. 21 15.3. ENVIRONMENTAL MONITORING: .......................................................................................... 21 15.4. INSTITUTIONAL FRAMEWORK FOR EMP IMPLEMENTATION: .......................................... 21 16. SITE VISIT OBSERVATIONS: .................................................................................. 24 17. CONCLUSIONS AND RECOMMENDATION: ........................................................... 25 DUE DILIGENCE ON SOCIAL SAFEGUARDS ....................................................................... 27 18. SOCIAL SAFEGUARDS DUE DILIGENCE REPORT: .............................................. 28 18.1. METHODOLOGY ADOPTED FOR SOCIAL COMPLIANCE REVIEW: ................................... 28 19. EFFORTS TO MINIMIZE SOCIAL IMPACTS: ........................................................... 28 20. MAGNITUDE OF LAND ACQUISITION IN THE SUBPROJECT: ............................. 28 21. RESETTLEMENT IMPACT IN THE SUB-PROJECT: ............................................... 31 22. INDIGENOUS PEOPLE AFFECTED DUE TO THE PROJECT: ................................ 31 23. COMPENSATION AND ENTITLEMENTS: ................................................................ 31 24. LOCAL EMPLOYMENT GENERATED: .................................................................... 32 25. PUBLIC CONSULTATION/FOCUS GROUP DISCUSSION: ..................................... 32 26. IMPACT ON COMMON PROPERTY RESOURCES (CPR): ..................................... 34 27. GRIEVANCE REDRESSAL MECHANISM: ............................................................... 34 28. CSR ACTIVITY UNDERTAKEN: ............................................................................... 35 29. MONITORING AND EVALUATION THROUGH EXTERNAL AGENCY: ................... 35 30. SITE VISIT OBSERVATION: ..................................................................................... 35 31. CONCLUSIONS AND RECOMMENDATION: ........................................................... 36

APPENDICES:

APPENDIX-I: EIA-EMP REPORT

APPENDIX-II: RELEVANT CLEARANCES AND PERMITS

APPENDIX-III: PUBLIC HEARING NOTICES

APPENDIX-IV: COPY OF CONCESSION AGREEMENT

APPENDIX-V: COPY OF EPC CONTRACT

APPENDIX-VI: IMPLEMENTATBLE ENVIRONMENTAL MANAGEMENT PLAN FOR SIMHAPURI PROJECT


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APPENDIX-VII: HSE POLICY FOR SIMHAPURI EXPRESSWAY PROJECT

APPENDIX-VIII-APEX OHSE MANUAL FOR SIMHAPURI EXPRESSWAY PROJECT

APPENDIX-IX: DETAILS OF SAFETY WEEK REPORT

APPENDIX-X-EMERGENCY RESPONSE PLAN FOR SIMHAPURI EXPRESSWAY PROJECT

APPENDIX-XI: MONTHLY COPY OF ACCIDENT INCIDENT REPORTS

APPENDIX-XII-ORGANIZATION CHART OF CONCESSIONAIRE, PMC & EPC

APPENDIX-XIII: SIA-RAP REPORT

APPENDIX-XIV A: COPY OF THE LAND HANDOVER LETTER PROVIDED TO THE CONCESSIONAIRE BY NHAI

APPENDIX-XIV B: COPY OF JOINT VERIFICATION OF LAND HANDED OVER TO CONCESSIONAIRE

APPENDIX-XV: COPY OF LETTER ISSUES BY THE CONCESSIONAIRE REQUESTING A JOINT INSPECTION

APPENDIX-XVI: LIST OF AFFECTED RELIGIOUS PROPERTIES

APPENDIX-XVII: COPY OF THE ACTION TAKEN AGAINST THE PUBLIC GRIEVANCES

PHOTOPLATE:

PHOTOPLATE I: SITE VISIT PHOTOGRAPHS FOR ENVIRONMENTAL SAFEGUARD

PHOTOPLATE II: SITE VISIT PHOTOGRAPHS FOR SOCIAL SAFEGUARD


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Sub Project: 6-Laning of Chilakaluripet to Nellore section of National Highway No.5 from Km 1182.802 to Km. 1366.547 (Including 10.125 km long New Ongole bypass) in the State of Andhra Pradesh on DBFOT

pattern

Due diligence Report on Environment and Social Safeguards


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1.

1. National Highway Authority of India has awarded the subproject to Simhapuri Expressway Ltd. (SEL), a Special Purpose Vehicle (SPV) company promoted by KMC Construction Ltd. (51%), BSCPL Infrastructure Ltd. (48%) and BIPL Infra Projects Ltd. (1%) for its road stretch project on NH5 which was selected to carry out for 6-Laning of Chilakaluripet to Nellore section of National Highway NH-5 from Km 1182+802 to Km. 1366+547 (Including 10.125 km long New Ongole bypass) in the State of Andhra Pradesh under NHDP phase V as BOT (Toll) project on DBFOT pattern.

2. The sub project includes widening and up-gradation of the section of NH-5 from Km 1182+802 (at Tatapudi village of Chilakaluripet Mandal in Guntur District) to Km 1366+547 (at Kovour villange of Kovur Mandal in SPSR Nellore District) from existing 4 lane to 6-lane configuration, covering a distance of 183.745 Km (old) and a new six lane Ongole bypass having a length of 10.125 Km. Its length along new ongole bypass is about 183.620km.The Chainage wise details of the project road is depicted in bellow Table-1.

Table-1: Chainage details of the Project Road

Sl.No

Section Chainage Length (Km) Type From To

1 Nellore-Kavali As Built Chainage 178+200 222+000 43.8 New Chainage 1366+547 1322+750

2 Kavali-Ongole As Built Chainage 222+000 291+000 72.0 New Chainage 1322+750 1250+691

3 Ongole-Chilakaluripet

As Built Chainage 291+000 358+000 67.8 New Chainage 1250+691 1182.802

Total Length (Km) 183.6 3. The Project road starts from Km. 1182.802 near Chilakaluripet and ends at Km.

1366.547, near Nellore, covering a total length of 183.62 Km. The entire project road passes through three districts namely Guntur ( totaling to 1.08 Km), Prakasam (totaling to 124.02 Km) and Nellore (totaling to 58.65 Km) Districts in the state of Andhra Pradesh.The project stretch in general passes through plain terrain. The land use along the project road is predominantly dominated by agriculture land followed by Built-up, Industrial/Commercial, barren and Forest land. At few locations it crosses State Highways and other link roads to the nearby villages. The road section also crosses river Penna a subsidiary of river Krishna after Kavali bypass near Nellore. A total of 61 villages spread over three districts namely Guntur, Prakasam and Nellore are located on either side of the project road.

4. The existing Right of Way (ROW) varies from 40 m to 60 m in width in the stretch and has provision for expansion of 4 lanes to 6 lanes. The proposed RoW is 66m in rural and


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open areas, 50m in urban areas and 80m in new Ongole bypass. The project highway location in the state of Andhra Pradesh is presented in the Figure-1

Figure-1: Project Highway Location from Km.1182.802 (Chilkaluripet) to Km 1366.547 (Kovour)


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5. The proposed widening and strengthening work would mainly involve: ((i) widening of existing four lane road to six lane divided carriageways; (iii) Pavement strengthening and provision of drains, service roads, sidewalks, pedestrian crossing, underpasses, bus bays and truck lay byes, rest areas, toll plazas, street lighting, land scaping and tree plantation and other infrastructure like traffic aid posts, medical aid posts and vehicle rescue posts and telecom system etc.

6. The brief particulars of the subproject are as follows in Table-2:

Table-2: Salient features of the project road (Km.1182.802 (Chilkaluripet) to Km.1366.547 (Kovour))

Type Details Remarks

Concessionaire Simhapuri Expressway Ltd. (SEL)

Location of Project

From Tatapudi village of Chilakaluripet Mandal in Guntur District (Km1182+802) to Kovur Village of Kovur Mandal in SPSR Nellore District (Km1366+547) a section of NH-5 including proposed Ongole bypass from village Mukthinuthalapadu (km 1241+450) to village Pelluru (Km1251+700) of Ongole Mandal of NH-5

Length of the project

Guntur District = 1.079 Km Prakasam District = 123.894 Km (includes Ongole Bypass 10.125km) Nellore District = 58.647

183.620

Administrative Location 3 Districts- Guntur, Praksam and Nellore

Service Road Additional Service Road at 115 Locations Guntur District = Nil Prakasam District=74(27.446 Km) Nellore District= 41 (14.884Km)

84.66 Km on either side

By pass Prakasam District- New Ongole bypass on eastern side of Ongole town

10.125km

ROW 60m in rural areas and 50m in urban areas

Major Bridges 12 Nos

a) 1-New construction at Ch. 4+850 at Ongole bypass

b) 11-Rehabilitation/Repair/Widen

-

Minor Bridges 56 Nos

a) 2- New construction at Ongole bypass including service roads

b) 54- Rehabilitation/Repair/Widen

-

ROB 5Nos.

a) 2-New construction at Ongole Bypass ch. 3+450 & 8+970

-


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Type Details Remarks

b) 3- Rehabilitation/Repair/Widening at Ch. 1306+300 , Ch. 1342+300, Ch. 1366+600 (Railway Chainages)

Grade Separated Intersections

4Nos a) Ch. 1218.000 (at Medarmetla) b) Ch. 1240.045 (at Trovagunta Chirala

crossing) c) Ch. 0+700 (Ongole bypass starting) d) Ch. 9+760 (Ongole bypass ending)

Vehicular Underpass

24 Nos a) 1-at Ongole bypass b) 23 Nos along the existing road and

-

Pedestrian/ Cattle Underpass 21 -

Rest Areas 06 LHS& RHS Bus- Byes and Bus Shelter 126 LHS/RHS

Culverts 173 -

Toll Plaza 03

(i)Ch. 1200 (Bollapally) (ii)Ch. 1264 (Tangutur)

(iii)Ch. 1326 (Masnuru)

Source: Monthly Progress Report, December 2011

7. The debt component of the proposed project is being financed by a syndication of loan with lead Bank/Lenders Agent as State Bank of India. SEL has signed a Common Rupee Loan Agreement with a consortium of three banks, the consortium comprises of State Bank of India, IDFC and India Infrastructure Finance Company Limited (IIFCL). On 16th July 2010, IIFCL’s board has sanctioned a loan amount to Rs. 300 Cr. to SEL..

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8. National Highway Authority of India (NHIA) has appointed M/s. Simhapuri Expressway Limited (SEL) as the concessionaire for widening and up-gradation of the section of NH-5 from Km 1182+802 to Km 1366+547 for this sub-project. The Concession Agreement (CA) was signed on 15th July 2010 between NHAI and M/s. Simhapuri Express Limited.


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3. 9. NHAI has appointed M/S Intercontinental Technocrats Pvt. Ltd. as the independent

consultant for the project.

4. 10. M/s KMC Constructions Limited and M/s. BSCPL Infrastructures Limited has been

assigned the Engineer Procurement and Construction part of the project.

5. 11. M/s Frishmann Prabhu (India) Pvt. Ltd. has been appointed as Lender’s Engineer for the

project


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6.

12. National Highway Authority of India (NHAI) through its consultant M/s EGIS BCEOM International in association with EGIS India Consulting Engineers Pvt. Ltd. has prepared the Environmental Assessment and Environment Management Plan. A copy of the EIA/EMP report is given in Appendix-I.

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13. The environmental sensitivity of the Chilakaluripet-Nellore section of NH-5 (starting from Tatapudi Village at km 1182+802 and ending at Kovour at km1366+547),from existing 4- lane to 6-lane configuration including a new 6-lane bypass at Ongole with a length of 10.125 km. covering a distance of 183.7 km, has been assessed by reviewing the Environmental Assessment and Management Plan, prepared for the project. The Chilakaluripet-Nellore road corridor is a part of Kolkata-Chennai leg of Golden Quadrilateral corridor. This section of NH-5 from Chilakaluripet to Nellore in the State of Andhra Pradesh is proposed to be taken up for six laning under NHDP Phase-V. The project is proposed to be implemented under Public Private Partnership (PPP) mode and executed as Design, Build, Finance and Operate (DBFO) contracts. The entire project is located in the state of Andhra Pradesh. The project stretch passes through three districts of Andhra Pradesh namely Guntur (Km 1182+802 to Km 1183+881), Prakasam (1183+881 to Km 1307+900) and Nellore (Km 1307+900 to Km 1366+547). The proposed new Ongole Bypass is located in Prakasam District and takes off from Km 1241+450 on NH-5 and terminates at Km 1251+700 on NH-5 after passing on the eastern side of the existing highway covering a total distance of 10.125 Km.

14. The sub-project was visited by the Environmental and Social safeguard specialists of IIFCL during 18th -20th of June, 2012 for field verification of Environmental safeguards as reported in the EIA/EMP reports and consultation with the concessionaire. The site visit photographs are given in Photoplate-I. The environmental sensitivity assessment is given below:

Landuse along the project road is predominantly agricultural and barren. No

major industry is located along the project road.

The project road mainly passes through flat terrain with gently rolling having mean elevation varying between 10 m to 40 m. However some interspersed small hillocks can also be observed around the project stretch;

The project road crosses rivers, nallas, local streams and canals. The major rivers which project crosses are Mudigundi, Musi, Paleru, Maneru and Pyderu. All these rivers and streams are rainfed;

The area along the project corridor is dotted with a number of the ponds / tanks and reservoirs all along the project stretch which are mainly used for


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irrigation purpose and some of the ponds and reservoirs are used for fishery. Some of the Ponds fall within the proposed ROW may need to be partially filled for road formation;

There is no any National Park, Wildlife Sanctuary, Tiger Reserves, notified ecologically sensitive area, or any other significant area of ecological interest situated within 15 Km radius except for reserved forest areas hence no impact on such features anticipated due to the project;

The baseline studies showed that there are no known rare, threatened or endangered flora and fauna species within the project area;

The baseline study in EIA Report showed that at six locations, reserved forest patches are located along the project stretch. These Reserve Forests are falling in Prakasam District (Mocherla RF, Mocheral Chalamchatla RF, Chevuru RF) and in Nellore District( Rudrakota RF, Bitragunta RF, & Kothapalli RF). It has been proposed to accommodate the widening within the available ROW in the stretch where the Reserved Forests are located in order to avoid acquisition of reserved forest land into non-forestry purpose. As informed by project developer, if required, Retaining walls will be provided on either side to maintain required formation width for six laning. The forest department has done eucalyptus plantation in these forest patches. There is no natural habitat of wildlife in these forest areas. Hence no impact on these forest areas and wildlife is envisaged.

As informed by project developer, 123204 nos. of tree cutting is involved as

part of the project. Compensatory plantation and landscaping will be carried out in the ratio of 1:3 as per NHAI plantation strategy and in accordance with Guidelines on Landscaping and Tree Plantation specified under IRC:SP:21-2009. The cost provision for felling, and plantation of new saplings has been made;

There are no protected archaeological properties or monuments along the project road alignment;

There are some cultural properties as well as other Government properties/facilities within the RoW that are likely to be affected due to widening and upgradation of project road which will be properly relocated;

There will be 12 major bridges, 56 minor bridges, 5 ROBs, 173 Culverts, 24 no. of Vehicular underpasses, 21 no. of Pedestrian/cattle underpasses, 6 no. rest areas, 126 no. of Bus-bays and bus shelters, 4 no. of Grade Separated Interactions along the entire length of the project road. Out of which, some structures will be newly constructed and some structures will be rehabilitated/repaired/widened;

Public consultations have been conducted during the environmental studies to disseminate the project information and to record the views/aspirations of


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the local people along this NH section. Public Hearings were conducted in all the three concerned districts, i.e. Guntur, Prakasam and Nellore. The Public Hearing were conducted at the Office of Revenue Divisional Officer Kavali of Nellore District on 21st June, 2011, on 25th June, 2011 at Tahsildar Office, Ongole of Prakasam District and on 4th August, 2011 at Mandal Parishad Pradmika Paatasala, Tatapudi village, Chilakaluripet Mandal in Guntur District;

Elaborate environmental management and monitoring programme has been suggested for this NH section;

As per EC Letter, a cost provision of INR 14 Crores has been proposed for Environment protection works during construction and operation phase for this project.

8.

15. The sub-project, being highway widening project, can be classified as category B based upon

ADB’s EA requirements as per their Safeguard Policy Statement (2009). This classification is based on the review of the EA report and other available documents with respect to the environmental sensitivity due to project activities.

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16. It is required that the sub-project meets the requirements of appropriate Indian legislations by considering appropriate obligations and guidelines of Regulatory Authorities. The sub project should have necessary national and local environmental clearances as well as permits and approvals for project implementation and suitable environmental management plan has been applied. The statutory clearances required as part of the proposed widening and strengthening of NH-5 section between Chilakaluripet-Nellore was assessed and current status of availability of such clearances are given in Table 3.

Table 3: Status of Regulatory Clearances Obtained

Sl. No.

Clearances Required

Statutory Authority

Current Status of Clearance

1 Environmental Clearance

Ministry of Environment and Forests, New Delhi

MoEF has granted Environmental Clearance to this project on 14th November, 2011, Letter no. F. No. 10-58/2010-IA-III.

2 Forest Clearance

State Forest Dept. and Ministry of

Not Applicable Pockets of Reserve Forests at 6 locations along the project corridor have been recorded. These Reserve Forests are: Guntur District: Nil Prakasam District: Mocherla RF, Mocheral


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Environment and Forests, New Delhi

Chalamchatla RF, Chevuru RF Nellore District: Rudrakota RF, Bitragunta RF, & Kothapalli RF As informed by Concessionaire, It is decided to construct 6-lanes within the existing ROW to avoid diversion of forest land into non-forestry purpose.

3 Tree felling Permissions for Roadside Trees under WALTA Act,2004

State Forest Department, Govt. of Andhra Pradesh

Tree cutting permissions have also been obtained from state Forest Department for entire stretch of Roadside trees along the project highway. (1) Permission from DFO, Giddalur, Prakasam District, Order No.Rc.No.1140/2010/S4,dated 18-03-2011, (2) Permission from DFO, Nellore District, Order Rc.No.2008/2010-F13,dated 10-05-2011

4 Consent for Establishment

Andhra Pradesh State Pollution Control Board, Zonal Office, Vijaywada

Consents has been received from Andhra Pradesh State Pollution Control Board for construction work of the highway under section 25 of the water (prevention and control of pollution) Act, 1974, and under section 21 of Air (Prevention & Control of Pollution) Act, 1981 These consents are taken for establishment of plant sites at Camp Site-I: Bodduvanipalem (V), Korisapadu (M), Prakasam District (Consent order no. P-96/PCB/ZO-VJA/CFE/2011-2077, date of issue: 17-03-2011),

(i) Different Sizes of stone chips & stone dust- 5000 TPD

Camp Site-I: Bodduvanipalem (V), Korisapadu (M), Prakasam District (Consent order no. P-97/PCB/ZO-VJA/CFE/2011-2076, date of issue: 17-03-2011),

(ii) Hot Mix Bitumen or Asphalt-1600 TPD (iii) Wet Mix Aggregate-1200 TPD (iv) Batching Aggregate-600 TPD

Camp Site-II: K. Bitragunta (V), Jarugumalli (M), Prakasam District (Consent order no. P-98/PCB/ZO-VJA/CFE/2011-2078, date of issue: 17-03-2011),

(i) Hot Mix Bitumen or Asphalt-1600 TPD (ii) Wet Mix Aggregate-1200 TPD (iii) Batching Aggregate-600 TPD

Camp Site-III: Kothapalli Kowrugunta (V), Dagadarthi (M), SPSR Nellore District (Consent order no. N-171/PCB/ZO-VJA/CFE/2011-2084, date of issue: 17-03-2011),


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(i) Different Sizes of stone chips & stone

dust- 1200 TPD (ii) Hot Mix Aggregate-800 TPD (iii) Wet Mix Aggregate-1000 TPD (iv) Batching Aggregate-150 TPD

5 Consent for

Operation Andhra Pradesh State Pollution Control Board, Zonal Office, Vijaywada

Consents for Operation has been received from Andhra Pradesh State Pollution Control Board for construction work of the highway under section 25 of the water (prevention and control of pollution) Act, 1974, and under section 21 of Air (Prevention & Control of Pollution) Act, 1981 These consents are taken for establishment of plant sites at Camp Site-I: Bodduvanipalem (V), Korisapadu (M), Prakasam District (Consent order no. P-80/PCB/ZO-VJA/CFO/W&A/2011-2667, date of issue: 24-03-2012),

(i) Different Sizes of stone chips & stone dust- 5000 TPD

Camp Site-I: Bodduvanipalem (V), Korisapadu (M), Prakasam District (Consent order no. P-82/PCB/ZO-VJA/CFO/W&A/2012-2659, date of issue: 24-03-2012),

(v) Hot Mix Bitumen or Asphalt-1600 TPD (vi) Wet Mix Aggregate-1200 TPD (vii) Batching Aggregate-600 TPD

Camp Site-II: K. Bitragunta (V), Jarugumalli (M), Prakasam District (Consent order no. P-81/PCB/ZO-VJA/CFO/W&A/2012-2660, date of issue: 24-03-2012),

(iv) Hot Mix Bitumen or Asphalt-1600 TPD (v) Wet Mix Aggregate-1200 TPD (vi) Batching Aggregate-600 TPD

6 Quarry Approval

Dept. of Mines & Geology, Govt. of Andhra Pradesh

Quarry Permits/Licenses have been obtained for carrying out road metal Quarrying from Dept. of Mines & Geology, Govt. of Andhra Pradesh. (1) Permission proceedings. No.

9315/Ql2010,dated16-05-2011 for the location of Bodduvanipalem (v), Korisapadu (M), Prakasam District

(2) Permission proceedings. No. 2635/Ql2011,dated 09-05-2011 for the location of Velupodu (v), Dagadarthi (M), S.P.S.R. Nellore District

7 Borrow Area

Permissions Village Panchayat and Land Owners

No Objection Certificate from Village Panchayat and Consent from Private Land Owners has been taken for Borrow Areas used for the project.


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Sample Copy of consent and list of Borrow Areas has been attached.

8 Grant of Explosive License for possession of Explosives and use of explosives in Quarrying Operations

Joint Chief Controller of Explosives, Egmore, Chennai

No Objection Certificate has been received vide permission no. D.Dis.C5/107/2011, dated: 07-04-2011 from Joint Chief Controller of Explosive’s Office, Egmore, Chennai for possessing and use of Explosives in Mining lease site under Explosives Act and Rules, 2008.

9 Factory Inspector’s Permission for setting up Construction Plants

Factories Department, Govt. of Andhra Pradesh, Hyderabad

Plant site plans have been approved by Director of Factories and necessary measures have been suggested to undertake at plant sites under the requirement of Factories Act, 1948.License to work as a Factory has been obtained for plant site in Nellore District vide Permission Letter No. D.Dis/DI/NLR/1080/11,dated 15-03-2011 from Inspector of Factories.

10 Labour License

Office of Assistant Labour Commissioner (Central),Hyderabad , Andhra Pradesh

The establishment has been registered under the provisions of the Building & other Construction Workers( Regulation of Employment Conditions of Services Act,1996 and rules made there under vide Permission No. 57/90/2011-ALC-VJA, dated: 24.6.2011 labour license has been obtained for the project under the Contract Labour (Regulation and Abolition) Act, 1970 vide Permission No. 46/119/2011-ALC-VJA, dated : 24.6.2011

17. Copies of all relevant clearance, approvals and permits are given in Appendix-II.

10.

18. Public participation and community consultation has been taken up as an integral part of social and environmental assessment process of the project. The discussions process established for the project has employed a range of formal and informal consultative tools including in depth interviews with key informants, on-site consultation and meetings. The consultations were carried out at 15 places with an objective to create awareness about the project among the people and district administration and to understand the public perception and different environmental and social issues within the project stretch. Village level consultations were held at Marturu, Gollapalli, Maddipadu, Maddurupadu and Gauravaram apart from local level consultation in 15 places all along the project stretch.

19. The main points of discussion were concentrated on environmental awareness, afforestation, health, safety, shifting of structures, etc. Majority of the population are in favour of the project.


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However, the major concern expressed by them were safety associated with the operation of the existing four lane project, acquisition of properties and issue of compensation, protection of water bodies located in close vicinity of the project road, protection of trees and plants which are beyond the formation width, but very close to the project road, protection of cultural properties. Most of the people in the settlement area demanded provision for pedestrian/ cattle crossings as well as underpasses for movement of local traffic including tractors, trolleys carrying agriculture produces. They are also of the opinion to involve local labours in construction.

20. Formal Public Hearings as part of Environment Clearance Process were conducted at the Office of Revenue Divisional Officer Kavali of Nellore District on 21st, June, 2011, on 25th June 2011 at Tahsildar Office, Ongole of Prakasam District and on 4th August, 2011 at Mandal Parihad Pradmik Patasal, Tatapudi village, Chilakaluripet Mandal in Guntur District. Copies of newspaper advertisements and minutes of public hearing proceedings are attached as Appendix-III.

21. The Public Hearings has been conducted in all the three concerned districts, i.e. Guntur, Prakasam and Nellore with state pollution control board and the Minutes of the Public Hearing Proceedings and response of NHAI is enclosed as APPENDIX-I of EIA report. As reported in EIA report, the issues raised by public have been addressed appropriately in Environmental Management Plan.

11.

22. Since the alignment is to follow the existing 4 lane highway; hence there is no other alternative design. Therefore the analysis of alternative has been carried out ‘with project’ and ‘without project’ scenarios for the only one possible alternative i.e. to follow the existing alignment only. As reported in EIA report,407.78 Ha hectares of additional land is required to accommodate 6 lane configuration, service lane, bus bays, truck lay byes, toll plaza, rest areas, entry & exit points etc. and new Ongole bypass. Keeping in view, the site conditions and the scope of development of the area, the ‘With’ and ‘Without’ project scenarios has been compared for the lone existing alignment. The alternative assessment is summarized here:

23. “Without Project Scenario”: The capacity of the present highway is insufficient for handling increasing volume of traffic over time. It will impact on traffic movements resulting in lowered traffic speed and increase in accidents due to less traffic safety. Although in “no project scenario”, there won’t be any land acquisition, and no cutting of trees but the population growth, increase in traffic volumes and the economic development along the corridor would continue to occur and will exacerbate the already critical situation. The existing unsafe conditions and the adverse environmental consequences, in terms of environmental quality along the highway, would further deteriorate in the absence of the proposed improvements. Therefore, the no-action alternative is neither reasonable nor prudent, as it would amount to failure to initiate any further improvements and impede economic development.


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24. “With Project Scenario”: This option will improve the capacity of the highway of traffic movement for future and no congestion envisaged. Traffic speed will increase at a uniform rate and no future bottlenecks are envisaged. Traffic safety will improve substantially due to widened road, median and proper design of intersections etc. Due to new design, drainage condition will improve along entire stretch. Improved facilities e.g., parking, service road etc. will be provided in all sections. Although there will be acquirement of new land, removal of trees & vegetation due to widening, increase in dust pollution & vehicular emission, partial filling of Ponds/Water Tanks falling within proposed RoW which may have some environmental impacts. But the road widening option will improve quality of life of the local people, better access to healthcare and other social services, flourish in trade and commerce, better way side amenities and increase in ground water recharge due to proposed rainwater harvesting structure etc.

25. An analysis of “With” and “Without” Project scenario reveals that the positive impacts

outnumbered the negative impacts due to the proposed development. The negative impacts are envisaged only during the construction period which will be temporary in nature and of short duration. Further, mitigation measures will be adopted to limit the impacts during the construction phase. The proposed expansion will aid in infrastructure development and will act as a catalyst to boost the economic progress. As reported in EIA report, It was revealed during discussions with various stakeholders that safety is a major concern along the existing highway section. The safety aspect will be enhanced considerably with the provision of service lanes, pedestrian crossings, street lights, additional systematically designed bust stands, rest areas, bus bays and truck lay byes, service roads which are the significant part of the project. That will ensure smooth traffic, it is envisaged that commercial establishments will revive their business and this will in turn boost the economic development.

12.

26. As per article 5 under obligations of Concessionaire in concession agreement, the concessionaire shall comply with all applicable laws and applicable permits (including renewals as required) in the performance of its obligations under this agreement. It is also mentioned that Concessionaire shall ensure and procure that its contractors comply with all applicable permits and applicable laws in the performance by them of any of the Concessionaire’s obligations under this agreement. Concession agreement for this project is attached as Appendix-IV. Safety requirements are given under Article 18 in which it is specified that the Concessionaire shall comply with the provisions of applicable laws and applicable permits and conform to good industry practices for securing the safety of the users. In particular, the Concessionaire shall develop, implement and administer a surveillance and safety programme for providing a safe environment on or about the project highway, and shall comply with the safety requirements set forth in Schedule-L.

27. Compliance with applicable permits has also been specified in Schedule -E of Concession agreement. As per the schedule- L of CA safety requirements apply to all phases of construction, maintenance with emphasis on identification of factors associated with accidents,


19

consideration of the same, and implementation of appropriate remedial measures. The concessionaire shall abide with applicable laws and applicable permits, manual for safety in road design, issued by MORTH, relevant standards/guidelines of IRC relating to safety In accordance with the provisions of CA and good industry practices relating to safety of users. NHAI shall appoint an experienced and qualified firm or organization as a safety consultant for the project for carrying out safety audit of the project highway in accordance with the safety requirements.

13.

28. Simhapuri Expressways Limited (SEL) has awarded the EPC works for this project to two contractors. M/s. BSCPL Infrastructure Limited has been awarded the construction job of section from Km 1182.802 to Km 1266.00 and M/s. KMC Constructions Limited has been awarded the construction works from Km 1266 to Km 1366.547. As per Lenders Engineer’s report for December month, physical progress of 10.65 % has been shown to be achieved for this project upto the period of October, 2011 which concessionaire has done with his own resources.

29. EPC Contract for this project has been attached as Appendix-V. Both the contract copies are similar in terms of clauses mentioned for environmental management & safety. As per both the contract copies under clause 2.2, under heading of Permits, Licenses or Approvals, the Employer shall provide reasonable assistance to the contractor at the request of the contractor in obtaining any permits, licenses or approvals required by the laws of the Country which the Contractor is required to obtain. Under Clause 4.8 for safety procedures, contractor will undertake traffic management during the Construction period including but not limited to barricading, signages, lighting and any other safety precautions and measures as per the Employer’s requirements.

30. As per Clause 4.18 for Protection of the Environment, the Contractor shall develop an Environmental Management Plan with the objectives that the works shall endeavor to cause minimum impact of the environment; the Contractor shall, in all operations, economize on natural resources and energy; the works shall be carried out considering the importance of human health and safety; all legal requirements and regulations related to the environment shall be complied with; the contractor shall train, inform and stimulate its staff towards involvement, participation and responsibility in environmental matters; the contractor shall make sure that high environmental standards are implemented by subcontractors, business partners and suppliers; the measures for the protection of the environment will be part of the project quality management plan. Under Clause 4.23 for Contractor’s Operations on Site, its mentioned that Contractor shall at all times be responsible for ensuring safe operation of the project highway. The Contractor shall also maintain, during the construction period and defects notification period in conformity with Good Industry practices, all stretches of approach roads, over-passes, under-passes or other structures situated on the site but not forming part of the carriageway.


20

14.

31. As part of the project, detailed EMP measures have been undertaken including a budget of 14 Crores (as given in EC Letter) during construction stage (3 years) and operation phase (5 years) for implementing the same. The EMP budget exclusively includes the following measures:

Compensatory Afforestation and Landscaping/Plantation in the median/ Greenbelt development during Construction & Operation Phase;

Relocation of water resources; Provision of rainwater harvesting structures; Environmental Protection Measures in the construction sites; Environmental Training; Corporate Social Responsibility; Enhancement of cultural features; Environmental Quality Monitoring during construction and operation Phase;

15.

32. The environmental management plan as appeared in EIA report is given in Appendix-I, which describes the proposed mitigation measures that would be adopted during the construction and operation stages of the project. Detailed and implementable Environment Management Plan of Concessionaire has been attached as Appendix-VI.

15.1. CONCESSIONAIRE AND EPC CONTRACTOR’S HSE PLAN: 33. The Occupational Health, Safety and Environment (HSE) Manual has been developed for

managing the HSE issues at construction sites for Simhapuri Expressway project. The purpose of the OHSE Manual is to provide guidelines to the Concessionaire, EPC Contractor (the Sub-Contractors) and Engineer/PMC team that all are responsible for performing work and supervise the Contract in conformance with all environmental, health and safety rules and regulations of Andhra Pradesh State Govt. and Govt. of India. This document works as a guidance manual for implementing good industry practices w.r.t. environmental management, worker safety and accident/hazard prevention at work site. The concessionaire is committed to comply with good practices related with environment & safety during development of its projects and has adopted Health, Safety and Environment Policy which is attached as Appendix-VII.OHSE Manual prepared for the project has been attached as Appendix-VIII. As reported by concessionaire, Regular Traffic awareness programs are being conducted along the highway. Some Details for recent safety awareness activities are enclosed in Appendix-IX.

34. Under Emergency Response Plan, Emergency Response Protocol describes categorization of different emergency events and decision making responsibilities during each event. Rescue and medical aid services are described which includes provisioning of different emergency services like ambulance services, fire tender services, emergency equipment facilities etc. The emergency procedures are given which shows the involvement of different parties/ agencies


21

and decision levels. Emergency Response Plan prepared for Simhapuri project has been attached as Appendix-X.

35. Accident monitoring system is in place to assess the rate of accidents in project road section and to take the preventive measures. This monitoring is essential to judge the effectiveness of traffic safety measures implemented during construction. Monthly reporting system is developed which gives details of chainage wise accident location, nature of accident, severity of accident and no. of affected persons. Sample copy for Monthly accident/incident summary data has been attached as Appendix-XI.

15.2. EMP COMPLIANCE STATUS: 36. As per Lender’s Independent Engineer Monthly Progress Report of December 2011, its

reported that the Concessionaire is complying with the environmental laws in terms of the EMP manual document finalized by M/s. Feedback Infrastructure Services Pvt. Ltd. and the same has been implemented for the project. Concessionaire has been advised to continuously monitor the renewal of licenses and clearances. Lender’s Engineer has also reported that the project is viable with minimum risk and most of the required permits and clearances have already been obtained. The work has already been started at number of locations and making good progress. Safety Plan has been submitted to the Independent Engineer and a separate team has been deployed by the concessionaire to monitor the safety aspects of the project.

15.3. ENVIRONMENTAL MONITORING: 37. Monitoring of environmental quality during construction and during operation reflects the

success of implementation of the mitigation measures and it also provides a chance to review the suggested measure and improve upon the measures. The environmental monitoring is primarily the responsibility of the EPC contractor. The environmental monitoring plan proposed for this project as given in EIA report,Chapter-9 for EMP, covers various environmental monitoring parameters, monitoring frequency and cost involved for carrying it out during pre-construction , construction (3 years) and operation stages (5 years) of the project. The job of environmental monitoring for Simhapuri Expressway project has been outsourced to an Environmental Laboratory namely M/s. Vision Labs based at Hyderabad. The field reports of various environmental components will be received at quarterly basis. IIFCL has requested to provide the latest copy of Environmental Monitoring report.

15.4. INSTITUTIONAL FRAMEWORK FOR EMP IMPLEMENTATION: 38. The project institutional framework as given in the project EMP indicates that the overall

implementation responsibility of the EMP lies with the Project Implementation Unit (PIU); Project Director at PIU is supported by the Environment Officer of NHAI. As per concession agreement, NHAI shall appoint the safety consultant for carrying out safety audit of the project highway in accordance with the safety requirement and shall take all other actions necessary for securing compliance with safety requirements. The Independent Engineer (IE) shall assist the NHAI with the implementation of Project. Environmental Expert of the IE shall be the key personnel to ensure the successful implementation of EMP provisions. The position is leveraged to ensure


22

that the Contractor complies with the various EMP requirements. The Project will require continuous environmental supervision from the IE‟s side.

39. The General Manager of Concessionaire with the assistance of Project Manager of Contractor

and supporting Environmental / Safety Engineer shall be responsible for ensuring compliance of safeguard measures through Contractors under the supervision of concessionaire and will be reporting to the regulatory bodies and competent authority for certifying that relevant environmental safeguard measures have been complied with during project implementation. Concessionaire shall coordinate with Contractors for complying the requirements of various environmental safeguard measures through supervision, monitoring and reporting on the same. The General Manager, Project Manager of concessionaire, Environmental / Safety Engineers of Contractor and their Field Representatives shall be responsible for discharging the duties of Supervising EMP compliance. The PMC/Engineer shall monitor the implementation of the work on behalf of Concessionaire of the Project. The Contractor will be responsible for planning all Environmental Management Plan (EMP) activities. The institutional arrangement made for the project implementation is given in Figure 2. HSE Organogram for SPV,PMC and EPC Contractor has been attached as Appendix-XII.


23

Figure 2: Overall Implementation Framework for EMP Implementation

Direct Indirect

Project Manager

(Contractor)

Environmental Officer

(Contractor)

Team Leader

(Independent Engineer /

Consultant)

Environmental Expert

(Independent Engineer /

Consultant)

General/Chief Project Manager

(Concessionaire)

Environmental Officer

(Concessionaire/PMC)

Project Director

(Project Implementation

Unit, NHAI)

Environmental

Officer

(SHAI)

State Pollution

Control Board

MoEF,

Regional Office


24

16.

40. A site visit was undertaken by IIFCL’s Environmental and Social Safeguard specialists during 18th -20th of June, 2012 to review the implementation of the project environmental safeguards. During the site visit it has been observed that:

Regular water sprinkling is being done in high dust generation areas like road

construction sites and crushing operation areas. As the construction work is in early stage so Rain Water Harvesting construction

work has not been started till date. Nearly Half of the tree cutting has been completed on road side and tree stumps

were seen falling alongside the road. Reserve forest area present at some of the project sections alongside the road

has not been diverted as the sufficient land is available for widening the project road. Retaining walls will be constructed in forest sections, if required as informed by the developer during the site visit.

Topsoil stockpiling has also been practiced during soil excavation activities for this project.

Due to early stage of construction, Avenue plantation work has not been started. As informed by developer, tree plantation plan is under finalization stage.

Proper traffic diversions and appropriate signages are being provided at the site to prevent any disruption to the highway traffic.

Workers are being provided with the required safety gears to be worn during execution of work.

At construction plant sites for dust pollution control, crushers have been provided with wind screens and water sprinkler at the start of crushing operation in crusher equipment and Hot Mix Plants have been provided with Bag House filter.

For recycling bituminous aggregate material generated from old road demolishing in new road construction, HMP facility has been installed at Camp Site-I which is being used for recycling bitumen and aggregate from waste material. As informed by EPC Contractor, this type of facility has been established first time in India.

Necessary barricading and safety precautions for deep excavations are also being ensured. Work safety signages have been provided throughout the project highway.

The Labour camps are provided with adequate drinking water, canteen and sanitation facilities. Provision of sanitation facility and septic tanks have been made.

Emergency patrolling vehicle has been provided and tie up has been done with local hospital for emergency ambulance facility.

Efforts have been taken for protecting ponds/water tanks falling alongside the project road during widening by realigning the road at these locations. At one location of Ch. 1260 KM, Pond named Punta at Nayadupalam will be filled in road widening which will be constructed again at nearby another place for villagers.


25

On the demand of local people at Valluru- Ch. 1256 km, Vehicular Underpass will be provided in front of temple falling on the road which was not under earlier scope of work given by NHAI.

As reported by concessionaire, Regular Traffic awareness programs are being conducted along the highway. 23rd Road Safety week was celebrated during Jan. 1 to Jan. 7 ,2012 and pamphlets were distributed consisting of safety aspects both in English and Telugu throughout the stretch. Some Details for safety awareness activities are enclosed in Appendix-IX.

41. The site visit photographs are given for some of the environmental safeguard measures

and progress of construction work details are given in Photoplate-I.

17.

42. Based upon the available documents, the conclusions for the sub-project are given below:

The sub-project has been prepared by NHAI as per its own funding requirement and not in anticipation to ADB operation.

The sub-project has obtained necessary national and local level environmental clearance as well as permits and approvals for project implementation as given in Appendix-II.

Concessionaire has confirmed that pending statutory environmental clearances /approvals /consents are obtained and renewed, as per applicability;

The sub-project does not affect any eco-sensitive zones as declared by MoEF. Also the project does not pass through any national park or wild life sanctuary area. No historical or cultural monuments are affected due to this road project.

The Reserve Forest Stretches falling alongside the road has not been diverted and road will be widened within the available RoW. If required, Retaining walls will be constructed in forest sections as informed by the developer during the site visit.

Concessionaire has confirmed that continued compliance is being carried out w.r.t. the terms and conditions stipulated for according statutory environmental clearances /approvals /consents by the facility owner and the civil works contractors;

The sub project may also have a positive GHG emission reduction due to less fuel consumption for the same traffic density.


26

The institutional arrangement available for the implementation of EMP appears to be adequate as there is a sufficient number of staff available for implementing and monitoring the EMP implementation.

Based on the due diligence findings, it can be deduced that the sub-project has no significant environmental safeguard issues.

The Sub-project, therefore does not appear to involve reputational risk to Asian Development Bank funding on environmental safeguards and recommended for funding under the proposed project.


27


28

18.

18.1. METHODOLOGY ADOPTED FOR SOCIAL COMPLIANCE REVIEW: 43. The due diligence study for the subproject was initiated by IIFCL after the review of Social

Impact Assessment & Resettlement Action Plan (RAP), Lenders’ Engineers (LE) Report, Environmental Clearance received for the sub-project, compliance report of additional TOR requirements as per the proceeding of Environmental Committee and the information received from the Concessionaire regarding the land requirement for the project and the local labour employment details. A copy of RAP report is given in Appendix-VIII. Following documents were referred for the Social Safeguard Compliance review:

Social Impact Assessment & Resettlement Action Plan (RAP); Environment Impact Assessment Report (EIA); Environment Management Plan (EMP); Monthly Progress Report (MPR), December 2011; Environment Clearance Certificate

19. 44. Efforts have been made during the planning stage to minimize the negative social impact

of the sub-project. To avoid any impact on built up area, provision for underpass and bypasses have been made during the project planning stage. In this regard, Ongole bypass of a total length of 10.250 km, from village Mukthinuthalapadu (km 1241+450) to village Pelluru (Km1251+700) of Ongole Mandal of NH-5, has been proposed to minimize the social impact.

20. 45. As mentioned in RAP, the sub-project requires 270.98 Ha. of additional land (186.02 Ha

for main alignment and 84.96 Ha for Ongole bypass) which includes land for widening and improvement of the existing 4-lane to 6-lane road, new underpasses, bypass at Ongole, flyovers, etc. The detail of the district wise land requirement across the project road sections is given in the Table-4 below.

Table 4- The details of district wise Land requirements

Sl. No District Area Required (Ha) Area by Ownership (Ha)

Private

Government

A. Main Alignment 1 Guntur 0.5619 0.3722 0.1897 2 Prakasam 112.1955 86.3884 25.8071 3 Nellore 73.2645 43.2864 29.9811

Sub Total 186.0219 130.047 55.9779 B. Ongole Bypass

4 Prakasam 151.4380 54.5204 30.437


29

Grand Total 270.98 184.5674 86.4149 Source: SIA & RAP Report

46. A total of 61villages of three districts namely Guntur, Prakasam and Nellore is being impacted due to the sub-project. The land acquisition status is given in table-5 below, which shows that 3D notification has been published in all the villages but 3G publication and award is under progress. The district wise land acquisition status is given in the below Table 5.

Table 5- District wise Land Acquisition Status

No. of District

No of Village

3D Notification 3G Publication Award

Published To be Published Published To be

Published Passed To be Passed

Guntur 2 2 0 2 0 2 0

Prakasam 43 43

0 38

5 27 11

SPSR Nellore 16 16

0 16

0 15 1

Total 61 61 0 56 5 42 12

Source: Information received from the Developer

47. During the site visit, it was informed by the concessionaire that they are in total possession of 82.69% of required land (Appendix-XIV A). About 18.31% of the remaining land has also been handed over to them by NHAI but the acceptance of the same is pending due to a joint verification as requested by the Concessionaire. The Concessionaire has requested NHAI to authorize a representative for joint inspection and to validate the site details as per requirement. The copy of the land handover letter provided to the Concessionaire by NHAI and the letter issues by the Concessionaire requesting a joint inspection is attached as Appendix XIV B and Appendix XV respectively.

48. As informed by the concessionaire, there are four pending litigation cases related to land acquisition and compensation. All the cases are being dealt by the Competent Authority. The detail of the pending litigation cases is given in the following table .

Table 6- Status of pending litigation cases related to land acquisition and

compensation

Sl. No.

Location Village Case Status

1. 1225.000 Thimmanapalem An extent of 50 cents acquired at the time of 2-lane to 4-laning.

The case is pending before the DC for


30

Compensation has been received by the awardee as per the original award. But later the awardee filed an appeal before the Arbitrator/ District Collector, Ongole, for enhancement of the compensation.

hearing.

2. 1285.250 Karedu Survey number 372/1A has been acquired to an extent of 18 cents. But compensation could not be paid due to pending family dispute.

The case is currently pending in additional District Judge court.

3. 1356.300 Bodduvaripalem Survey Number 219/1A has to be acquired to an extent of 50 cents. Notification has been issued. Rice Mill is existing in the said Survey Number and the High Court and obtained Stay-Order for not dismantling the Rice Mill.

The Honorable High Court has issued Order withdrawing the said Survey Number from 3A notification and directed the competent Authority to verify the connected records about the classification of land and take further necessary action.

4. 1208.600 Renangivaram For the land with survey number 7/5A, 7/6A1, 2, 7/6A2A2, compensation has been withheld as a case is pending in the Principle Junior Civil Judge Court –Addanki covered by OS number 292/07 and IA Number:3006/08

The case is currently pending and the compensation amount is going to be deposited in the court.

Source: Information received from the Developer


31

21. 49. As mentioned in RAP, 1104 structures are affected due to the subproject. Out of the total

affected structures 946 numbers are private, 117 numbers are government and 41 structures are community structures in the form of religious and other properties.

50. Land acquisition which results in complete or partial displacement of about 1070 private structures. Out of the total affected 505 numbers are residential, followed by 407 commercial, and 129 numbers are both residential and commercial. In addition to the above a considerable number 29 of affected structures are found to be compound walls, security rooms, bathrooms, and cattle sheds etc. The details of affected structures are given in page No.10 of Appendix-XIII.

22.

51. As informed by the concessionaire, no indigenous people are being affected due to the sub project.

23. 52. During the review of the Resettlement Action Plan (RAP) it is found that provisions have

been made to adequately compensate the affected people for loss of land and structures as per the applicable national policies. The Resettlement Action Plan (RAP) report has been prepared as per “ The National Rehabilitation and Resettlement Policy 2007” (NRRP – 2007). The details of compensation have been given in SIA & RAP report (Appendix- XIII). The estimated Resettlement and Rehabilitation budget as mentioned in RAP is given in Table-7.

Table 7- Resettlement &Rehabilitation Budget

Item Amount (in Rs.) Land Structure Total Compensation 954062200 250943944 1205006144 Assistance 286218660 21400000 307618660 Support for implementation of RAP (Lumpsum)

- - 5,000,000

M & E consultant (Lumpsum) -- - 2,500,000 Sub Total - - 1,520,124,804 Annual Inflation accounted for @ 5 % - - 76006240 Contingency @ 10 % of the total Cost - - 152012480 GRAND TOTAL 1,748,143,524 Source: Resettlement Action Plan

53. The compensation for the loss of land has been paid entirely under the mandate of NHAI

considering the market value obtained from the Revenue Department of the state.


32

24. 54. The subproject is a linear project, and due to land acquisition the APs are losing part of

their land. However the focus of restoration of livelihoods is to ensure that the Affected Persons are able to “regain their previous living standards”.

55. As informed by the concessionaire, the subproject generated job opportunity to 700 peoples which includes local people, people from villages outside the project area and the project affected people. They are employed as labours for various construction activities and also for the job of as security guards and office assistants,. The component wise local employment generated during the operation phase has been given in below Table-8:

Table-8: Local Employment Generated at the sub project

Component

wise

No of worker employed Total Outside the Project

Area Local Labour

employed Skilled 20 180 200 Semi-Skilled 14 226 240 Unskilled 5 252 257 TOTAL 39 658 697

Source: Information provided by the concessionaire

25. 56. To create awareness about the project among the people and district administration and

to understand the public perception and different environmental and social issues within the project stretch, formal Public consultation has been carried out for this subproject with the objectives of minimizing probable adverse impacts of the project through alternate design solutions. Public consultations were held at five village and towns namely Marturu, Maddipadu Gundlapalli, Gauravaram and Muppavaram on 11th, 25th, 27th October 2007 and 7th and 11th November 2007 respectively. The details of the village level public consultation are given in chapter 6- of Appendix-XIII. In addition to the village level consultation, 15 local level consultations were also done all along the project road.

Table-9: Photographs of public consultation carried out during the

project planning stage


33

Public Consultation at Tettu Village People Participation in Tettu.

Public Consultation at Mathur village Public Consultation at Mahur village

Public Consultation at Ongola town Public Consultation at Ongole town


34

57. Public Hearing notice has been published in The Eenadu and the Sakhi in the vernacular language i.e., Telugu. The details of the minutes of the Public Hearing is given in Guntur, Prakasam, and Nellore district is given in Appendix-III attached with ESDDR.

26. 58. As informed by the Concessionaire during the site visit, 47 religious structures are being

affected due to the project road which includes temples, church, mosque, compound walls of religious properties, statues and graveyards. A detailed survey of all the CPR falling within the proposed ROW has been conducted by the concessionaire and effort has been made by them to minimize the impact by adjusting the civil work wherever possible without affecting the structure. The shifting requirement based on the survey by the concessionaire is attached as Appendix XVI.

59. Compensation for the loss of religious structures is being paid by the Concessioning Authority. As informed by the concessionaire, they will help the local people in the relocation of religious structures. Since the physical progress of the project is nearly 20 %, the relocation of temples has not started yet.

27. 60. As informed by the developer, the grievances received from the local people are dealt by

the Concessioning Authority. A copy of the action taken against the public grievances received is attached as Appendix XVII. The details of grievances received from the local people and the action taken to mitigate the grievances is given in the below table:

Table 10: Status of Grievances received from the local people Sl. No.

Location Grievances Status

1. Stretch between Kavali to Nellore, Chainage km. 1318.000 to km. 1366.547

To meet the necessary maintenance requirements in the project stretch.

Concessionaire has complied to the recommendations as per the provisions of Schedule-K as recommended by Independent Engineer after having carried out physical survey of the said stretch.

2. Near Valluramma Temple at Valluru village, Chainage km. 1256.200

Public demand received for the construction of a flyover near Valluramma temple.

Joint inspection has been carried out in the presence of Independent Engineer and technically found that there is no requirement to build a flyover. Instead a Vehicular Underpass


35

(VUP) has been considered to be proposed to be built in front of the temple for which the design is yet to be submitted to the Independent Engineer in pending anticipation of permission to be procured from the Department of Irrigation to dismantle the existing minor bridge at the same location.

3. Naidupalem village, Chainage km. 1260.000

Construction activities are disturbing the existing pond which is used for supply of drinking water.

It is mutually agreed with the villagers to shift the tank from the existing location and extend it beyond the proposed ROW. The work for the same is under progress.

Source: Information from the Concessionaire

28. 61. The Concessioning Authority, National Highway Authority of India (NHAI) acknowledged

HIV/AIDS as a corporate social responsibility and has taken the lead in association with the WB, ADB & NGOs on HIV/AIDS awareness programs to truckers and migrant workers. NHAI launched an awareness program called "Pathik Mela" on two national highways. A similar program has been proposed in the EIA report where there target group may be truck drivers, commercial sex workers and the communities surrounding the truckers. Such program can be organized from time to time at different location along the project section. A separate budgetary provision of Rs. 2.4 Crore has been made for carrying out various CSR programmes in the project.

29. 62. As mentioned in the RAP, for better monitoring of the R&R issues, a separate budgetary

provision of Rs.2, 500,000/-has been earmarked in the Resettlement and Rehabilitation budget.

30. 63. A site visit was undertaken by IIFCL’s Environmental and Social Safeguard specialists

during 18th-20th of June 2012 to review the implementation of the project social safeguards. During the site visit it has been observed that:


36

Concessionaire has taken efforts to minimize the impact on the religious properties. In this regard, a detailed survey of all the CPR falling within the proposed ROW has been done by the concessionaire and effort has been made by them to minimize the impact by adjusting the civil work wherever possible without affecting the structure.

The religious structures will be relocated by them based on the availability of land. Since the physical progress of the project is nearly 20 %, the relocation of temples has not started yet.

Local labour has been employed for skilled and unskilled activities.

Proper traffic diversions and appropriate signages are being provided at the site to prevent any disruption to the highway traffic.

Construction work is only being carried out after the affected structures are vacated by their owners.

64. The site visit photographs are given in Photoplate-II.

31. 65. Based upon the available documents it is concluded that the concessionaire has

undertaken adequate social safeguard measures for the implementation of the sub project. The conclusions for the sub-project is given below:

The sub-project has been prepared by NHAI as per its own funding requirement

and not anticipation to ADB operation.

The Resettlement Action Plan (RAP) report has been prepared on the basis of National Rehabilitation and Resettlement policy 2007 (NRRP – 2007).

The land acquisition has been done by NHAI under NH Act-1956 and the compensation is being paid to the affected families by NHAI as per the applicable policies.

Adequate measures have been adopted for the minimization of social impacts during the project planning stage of the sub-project. Ongole bypass, of a total length of 10.2 km, has been provided so that the alignment does not pass through any congested settlement area.

Local people’s view has been given due consideration during the planning stage of the sub-project to minimize the social impact.

As informed by the Concessionaire, local labour has been employed for the

various skilled and unskilled activities during the construction stage.

By reviewing the information and document provided by the developer and the observation during the site visit, it seems that the sub-project does not involve reputational risk to ADB on social safeguards.

6-Laning of Chilakaluripet to Nellore Section of NH- 5 in the

State of Andhra Pradesh

EIA Report

TOR Compliance

1-1

Compliance to Additional TOR Requirements as per Proceedings of the

Environmental Committee held on 21-23 September, 2010

The proposal for approval of the Terms of Reference(TOR) for conducting EIA study of the project was

considered in the 91st EAC meeting held on 21st – 23rd

September, 2010 (Ref F.No.10-58/2010-IA-III dated Dated: 13th October 2010). The TOR was finalized by the MoEF which are to be suitably added

in the EIA study. The conditions stipulated under the TOR for additional studies were suitably incorporated in the EIA study and report. The compliance status of the conditions stipulated under the approved TOR is

presented in the following Table:

Compliance status of the Conditions stipulated under MoEF’s Approved TOR Sl. No.

Additional C onditions As P er A pproved TOR

Compliance Status

1. Any litigation(s) pending against the proposed

project and/or any directions or orders is to be detailed out.

There is neither Litigation nor any directions or

against passed by any court of law/any statutory

authority against the proposed project

2. Submit Land use map of the study area to a

scale of 1:25,000 based on recent satellite

imagery delineating the crop lands (both single

and double crop), agricultural plantations, fallow

lands, waste lands, water bodies, built-up areas,

forest area and other surface features such as

railway tracks, airports, roads, and major

industries etc. and submit a detailed ground

surveyed map on 1:4000 scale showing the

existing features falling within the right of way

(RoW) namely trees, structures including

archaeological & religious, monuments etc. if

any.

Landuse map of the study area is included As

Annexure-3.5 of Chapter-3

The Land plan indicating important features

within and along the ROW is enclosed as

separate volume.

3. Study regarding the requirement of animal

bypasses/ underpasses/FOB etc. across the

habitation areas shall be carried out. Adequate

cattle passes for the movement of agriculture

material shall be provided at the stretches

passing through habitation areas.

A total numbers 21 new pedestrian

crossings/cattle passes have been provided at

habitation areas and 1 old crossing has been

retained

4. The information should be provided for exact

number of trees to be cut (including their girth

sizes), their species and whether it also involved

any protected or endangered species. Also

examine and submit details of compensatory

afforestation. Necessary green belt shall be

provided on both side of the highway/

expressway with proper central verge as per the

guideline and cost provision should be made for

regular maintenance for at least 5 years during

A total number of 32506 trees will required to be

felled. The detailing of trees including their

species and girth classification is presented in

Annexure-3.7&3.8

The predominant species are Gulmohar (Delonix

regia), Neem (Azadirachta indica), Imli

(Tamarindus indica), Acacia auriculiformis and

Albizzia.lebbeck (Kala Siris) and rest are having

mainly ornamental & firewood. There is no

protected or endangered species reported from



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operational phase of the project. the proposed corridor. Compensatory plantation

and landscaping will be carried out in the ratio of

1:3 as per NHAI plantation strategy and in

accordance with Guidelines on Landscaping and

Tree Plantation specified under IRC:SP:21-2009.

A general scheme for compensatory plantation is

presented in ANNEXURE-9.1 of Environmental

Management Plan.

5. If the proposed route is passing through a city

or town, with houses and human habitation on

the either side of the road, the necessity for

provision of bypasses/diversions/under passes

shall be examined and submitted. The proposal

should also indicate the location of wayside

amenities, which should include petrol

station/service centre, rest areas including

public conveyance, telephone booths and

ambulance/first aid centres etc. Submit the

details of noise control measures viz. noise

reflector/barriers at the Sanctuary area/ thickly

populated area.

The project road has been widened two 4-lane

dual carriageway recently and almost all the

major settlement area has been avoided by

providing 7 bypasses. At Ongole town the

present a new bypass has been proposed to

avoid settlement area.

The details of wayside amenities, service centres

rest areas, street light. Etc. have been given in

Chapter- 2. There is no wildlife sanctuary exist

along the proposed project.

6. Submit details about measures taken for the

pedestrian safety and construction of

underpasses and foot-over bridges along with

flyovers and interchanges as per the relevant

IRC guidelines.

A total number of 21 pedestrian/Cattle

underpasses have been proposed at different

settlement area.A total number of 4-flyovers

have been proposed in the project. The IRC

specification nwill be followed in designing of

these flyovers.

7. Assess whether there is a possibility that the

proposed project will adversely affect the

existing road traffic in the surrounding areas

both during construction and operation phases.

(e.g. by causing increases in traffic congestion

and traffic accidents). Using primary traffic

data, traffic forecasting methods as indicated in

IRC guidelines.

The construction work will mainly away from the

existing pavement except for the few bridge

sites. Proper traffic management plan will be

ascertained to ensure smooth plying of traffic.

IRC: SP:55-2001will be followed in providing all

the signs, diversions, and other traffic safety

measures during Construction. Six laning Manual

and IRC:67-2001 will be followed for traffic signs

and

8. Examine and submit the details of use of fly ash

as per the revised fly ash rules (2009) in the

road construction, if the project road is located

within the 100 km from the Thermal Power

Plant as per the relevant IRC guidelines.

There are 3 thermal plants located within 100 Km

radius of the proposed project. The use of fly ash

will be in accordance with IRC:SP:58-2001,

Flyash utilization plan has been incorporated as

ANNEXURE-9.7 of Chapter Environmental

Management Plan



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9. Examine and submit the details of sand quarry

borrow area and rehabilitation and mark them

on the layout plan.

The Quarry locations are presented in Section

3.1.4 of Chapter 3. The Quarry & borrow area

operation and rehabilitation plan has been

incorporated as ANNEXURE-9.3 & 9.4 of Chapter-

9

10. Examine in detail the climate and meteorology

of the area (max and min temperature, relative

humidity, rainfall); the nearest IMD

meteorological station from which climatological

data have been obtained to be indicated.

The Climatological Data collected from IMD,

Nellore Ongole and compiled in section 3.1.5 of

Chapter-3

11. Examine and submit road safety audit as per

the guidelines of Ministry of Road Transport of

Highway.

The Safety auditing is being conducted during

preconstruction activities, Construction and Post

Construction stage. The Consultant for Road

Safety Audit has been appointed and will conduct

the safety auditing prior to construction.

12. Hydrology study should be carried out and

examine the impact on the canal system.

The streams and canals in the area are mostly

rainfed. The Hydrological study will be carried out

by the Concessionaire during detailed designing

of bridge. Sufficient measures will be provided in

design in order to avoid any impact on Canal

System.

13. The air quality monitoring should be carried out

both before and during the construction phase

and also expected increase/ decrease after the

construction as per the EIA guidance manual.

Air quality monitoring has been carried out at

different locations along the project stretch.

During Construction the air quality monitoring will

be carried out as per Environmental Monitoring

Plan provided in the EIA report

14. Identify project activities during construction

and operation phases, which will affect the

noise levels and the potential for increased

noise resulting from this project. Discuss the

effect of noise levels on nearby habitation

during the construction and operational phases

of the proposed highway. Identify noise

reduction measures and traffic management

strategies to be deployed for reducing the

negative impact at critical locations if any.

Prediction of noise levels should be done by

using mathematical modelling at different

representative locations, suitable for Indian

conditions clearly indicating the various inputs

used in the world.

The Noise level monitoring has been carried out

at different locations and the impact has been

discussed in Chapter 4.0

15. Examine the impact of the project during the

construction phase due to generation of fugitive

The Concessionaire has to identify the sites for

establishing their own Hot mix Plant and Stone



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dust from crusher units, air emissions from hot

mix plants and vehicles used for transportation

of materials and prediction of impact on

ambient air quality using appropriate

mathematical model, description of model, input

requirement including ARA/CBCP emission

factors and on site meteorological parameters)

and reference of derivation, distribution of

major pollutants and presentation in tabular

form for easy interpretation shall be carried out.

crusher plan and the capacity of the plants will

be decided based on the quantity of materials

required in construction at different sections. It

will be ensured that the Concessionaire follows

the siting criteria of Hot Mix Plant, Stone Crusher

Plant and Batchmix Plant by in compliance with

Environmental Protection Act, 1986 and as per

conditions stipulated by the Andhra Pradesh

Pollution Control Board. It will also be ensured

that the Concessionaire has valid NOC from

APPCB for establishing and operating the plants

and all plants are fitted with adequate

arrangements of emission control. The emission

levels will be strictly monitored periodically as

specified in Environmental Monitoring Plan to

ensure that the Emissions are within the

prescribed limits.

16. Also examine and submit the details about the

protection to existing habitations from dust,

noise, odour etc. both during construction and

operation stages

The Dust control measures have been discussed

in Chapter 4 and the mitigation measures have

also been incorporated in Environmental

Management Plan (Chapter-9)

17. If the proposed route involves cutting of earth,

the details of area to be cut, depth of cut,

locations, soil type, volume and quantity of

earth and other materials to be removed with

location of disposal/ dump site along with

necessary permission.

No cutting is proposed as the proposed project is

located in plain terrain

18. Examine and submit the details of measures

taken during constructions of bridges across

river/canal/major or minor drains keeping in

view the flooding of the rivers and the life span

of the existing bridges. Provision of speed

breakers, safety signals, service lanes and foot

paths should be examined at appropriate

locations throughout the proposed road to avoid

the accidents as per the relevant IRC guideline.

The provisions for the new bridge construction

have been made after assessment of the existing

structures. The project involves retaining of 12

major bridges with minor repairs; 6 new 2-lane

major bridges parallel to existing bridges and 3

major bridges to be widened and 1 major bridge

construction of culverts, 112 minor bridges and

7 major bridges. The construction in the

river/canal/major or minor drain beds will be

taken up during lean season flow. During

construction, as required provision for diversion

of traffic will be made with proper signage for

road safety. additional service roads covering a

total length of 84.660 Km have been proposed in

the project, 4 flyovers

Pedestrian guard rails have been proposed at 14

locations covering a length of 22.932 Km



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between the nearest at grade junction and the

bus stop for the safe movement of the pedestrian

traffic. The safety measures will be provided in

accordance with per IRC 67, IRC, IRC and

IRC:SP:87-2010, Manual for six laning

(IRC:SP:87-2010). The details of safety measures

provided in the project has been discussed in

Chapter-2

19. Submit the details of source of water,

availability and utilizable quantity, usage and

impact on other competitive users.

About 853 cum of water would be required per

day for construction and allied activities. Separate

water supply arrangement for construction and

allied works will be made in from ground

water/surface water source away from public

water supply source so that there is no interfere

with the normal public water supply. The water

for the construction will be taken after taking

prior permission from Competent Authority and

comply with all the requirements of State Ground

Water Authority/ Irrigation Department. The

Concessionaire will take all the measures in order

to minimize wastage of water during the

construction.

20. If there will be any change in the drainage

pattern after the proposed activity, details of

changes shall be examined and submitted.

No such impact is visualized due to project

activity.

21. Examine and submit details of highest ground

water table and soil characteristics. Provide

details of Rain Water Harvesting (RWH), which

should be designed as per CGWB provisions.

RWH pit should be at least > 5 m. above the

highest ground water table. Provision shall be

made for oil and grease removal from surface

runoff.

Rain Water Harvesting structures will be provided

in accordance with the CGWB along the entire

project stretch as per NHAI policy

22. If there is a possibility that the

construction/widening of road will cause

adverse impacts such as destruction of forest,

poaching, reductions in wetland areas, if so,

examine the impact and submit details.

There is no natural forest occur in the project

area. Only Eucaluptus plantation having girth

below 30 cm is done in the Reserved Forest

located adjacent to the ROW. No such impact are

envisaged due to the project.

23. Submit the details of road safety measures

proposed both during construction and

operation phases with the details of signage,

service roads, vehicular under passes, accident

prone zone. IRC guidelines shall be followed for

A total number of 24 new vehicular crossings and

21 new Pedestrian/ cattle Underpasses at

different locations, service roads covering a total

length of 84.660 Kms, have been proposed in the

project. The detailed locations is given in

Chapter-2. The Six Laning Manual IRC:SP:87-



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widening & up gradation of road. 2010 will be followed for widening & up gradation

of road.

24. Examine road design standards, safety

equipment specifications and Management

System training to ensure that design details

take account of safety concerns.

All the safety concerns will be taken into account

in detailed design. The same will be submitted by

the Concessionaire during detail designing. All

the specifications and standards will be followed

as per IRC specifications and Six Laning Manual

IRC:SP:87-2010 and the same will be strictly

monitored. Crash Barriers, Guard rails, Survice

roads, Street lights, mast lights, bus shelters,

truck laybyes, zebra crossings, safety signs, etc.

have been proposed in the project at different

locations. The detailed locations of these facilities

has been provided in Chapter-2.

25. Submit traffic management plan during

construction phase including the diversions etc.

The traffic Management Plan during Construction

is incorporated in Chapter-11

26. Provide details of Accident Prone Areas (if any).

Further Accident data and geographic

distribution should be reviewed and analyzed to

predict and identify trends incase of expansion

of the existing highway and provide Post

accident emergency assistance and medical

care to accident victims

The accidents and riad safety provisions as well

as Post accident emergency assistance and

medical care to accident victims is provided in

Chapter-11. There will be provision of Highway

traffic vehicles, cranes and well equipped

ambulance at every 50 Kms to ensure proper

response during accidents. Emergency numbers

will be displaced at regular intervals as per IRC

specifications

27. If the proposed project involves any land

reclamation, details to be provided for which

activity land to reclaim and the area of land to

be reclaimed.

No land reclamation proposed

28. Submit details of social impact assessment of

the project due to the proposed construction of

road.

The detailed Social Impact Assessment is

presented in SIA & RAP report.

29. Estimated cost of the project including

environmental monitoring cost and funding

agencies, whether governmental or on the basis

of BOT etc for at least 5 years after the

construction and provide details of budget

provisions (capital & recurring) for the project

specific R&R Plan (if applicable). Separate SIA

has to be carried out (if required). No. of PAFs

exceeds the no. as specified under NRRP

(2007).

A budgetary allocation for Environmental

Mitigation Measures and Environmental

Monitoring cost for construction and Operation

stage upto 5 Years has been made for Rs.

1355.68 Lakhs. The Capital Cost of

Environmental Mitigation Measures during

Construction



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30. Detailed R&R plan with data on the existing

socio-economic status of the population in the

study area and broad plan for resettlement of

the displaced population, site for the

resettlement colony, alternative livelihood

concerns/ employment and rehabilitation of the

displaced people, civil and housing amenities

being offered, etc and the schedule of the

implementation of the project specific

The R& R plan is incorporated as ANNEXURE

31. Submit details of Corporate Social Responsibility

(CSR). Necessary provisions should be made in

the budget and clearly delineated.

As part of corporate social responsibility NHAI

regularly undertakes road safety, HIV/AIDS

awareness campaigns, provides assistance to

improve skill for income generation to project

affect persons, replaces/improves the common

property resources viz. schools, religious

structures etc., affected by the project, and

ensures that the contractors provide all necessary

amenities and facilities for the workers at the

construction camps/work sites and do not employ

child labour. A budgetary provision of Rs. 2.4

Crores have been mabe separately for activities

under Corporate Social Responsibility (CSR). The

details of CSR is indicated in section 9.6 of

Environmental Management Plan (Chapter 9)

33. Submit environmental management and

monitoring plan for all phases of the project viz.

construction and operation for at least 5 years

The Environmental Management and Monitoring

Plan for all phases of the including Pre-

construction, Construction and Operation stage

has been incorporated in Chapter 6

34. Any further clarification on carrying out the above studies including anticipated impacts due

to the project and mitigative measures, Project

proponent is advised to refer to the EIA guidance manual available on Ministry’s website

http://moef.nic.in/Manual/highways.

_

35. Public hearing to be conducted for the project

as per provisions of Environmental Impact

Assessment Notification, 2006 and the issues raised by the public should be addressed in the

Environmental Management Plan.

Public Hearing conducted in all the three concern

district, i.e. Guntur, Prakasam and Nellore. The

Public Hearing were conducted at the Office of

Revenue Divisional Officer Kavali of Nellore

District on 21st, June, 2011, on 26th June, 2011

at Tahsildar Office, Ongole of Prakasam District

and on 4th August, 2011 at Mandal Parihad

Pradmik Patasal, Tatapudi village, Chilakaluripet

Mandal in Guntur District. The issues raised by

public have been addressed appropriately in

http://moef.nic.in/Manual/highways�



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Environmental Management Plan appropriately.

The Minutes of the Public Hearing Proceedings

and Response of NHAI is enclosed as APPENDIX-I

36. A detailed draft EIA/EMP report should be

prepared as per the above additional TOR and

should be submitted to the Ministry as per the

Notification.

The Draft EIA/EMP report has been prepared as

per Additional TOR.

6-Laning of Chilakaluripet to Nellore Section of NH- 5 EIA Report In the State of Andhra Pradesh Table of Contents

i

TABLE OF CONTENTS Contents Page No.

CHAPTER 1.0 INTRODUCTION ............................................................................................... 1-1 1.1 Purpose of the Report .......................................................................................................... 1-1

1.2 Identification of Project and Project Proponent ...................................................................... 1-1 1.3 Project Road ........................................................................................................................ 1-1

1.4 Environmental Screening of Project Road .............................................................................. 1-1 1.5 Objectives of the Study ........................................................................................................ 1-1

1.6 Scope of the Study ............................................................................................................... 1-2 1.7 Environmental Policies and Legislation ................................................................................... 1-2

1.8 Fly ash Notification ............................................................................................................... 1-5

1.9 Summary of Statutory Clearance Requirement ....................................................................... 1-6 1.10 Structure of the Report......................................................................................................... 1-7

CHAPTER 2.0 PROJECT DESCRIPTION ................................................................................... 2-1 2.1 Introduction......................................................................................................................... 2-1

2.2 Need for the project ............................................................................................................. 2-1 2.3 Project Objective .................................................................................................................. 2-2

2.4 Project Approach for Environmental Studies........................................................................... 2-2 2.5 Project Location ................................................................................................................... 2-2

2.5.1 Chilkaluripet to Nellore NH-5 ................................................................................................. 2-2

2.5.2 Proposed Bypass at Ongole .................................................................................................. 2-5 2.6 Proposed Development......................................................................................................... 2-5

2.7 Existing Scenario & proposed Plan for Project ........................................................................ 2-9 2.7.1 Chilkaluripet to Nellore NH-5 Section ..................................................................................... 2-9

2.7.2 Proposed Ongole Bypass section ........................................................................................... 2-9 2.7.3 Right of Way (ROW) .......................................................................................................... 2-10

2.7.4 Additional Land Requirement for Widening .......................................................................... 2-10

2.5.5 Traffic Scenario .................................................................................................................. 2-10 2.7.6 Pedestrian Flow ................................................................................................................. 2-12

2.7.7 Service Roads .................................................................................................................... 2-12 2.7.8 Vehicular/Pedestrian Underpasses ....................................................................................... 2-13

2.7.8 Cart Tracks ........................................................................................................................ 2-14

2.7.9 Bridges .............................................................................................................................. 2-15 2.7.10 Rail Over Bridge (ROB) ....................................................................................................... 2-15

2.7.11 Culverts ............................................................................................................................. 2-15 2.7.12 Toll Plazas ......................................................................................................................... 2-15

2.7.13 Facilities and Services to the Users ...................................................................................... 2-16 2.7.14 Traffic Sign and Pavement Marking ..................................................................................... 2-19

2.8 Typical Cross Section: ........................................................................................................ 2-19

CHPTER 3.0 DESCRIPTION OF ENVIRONMENT ...................................................................... 3-1 3.1 PHYSICAL ENVIRONMENT .................................................................................................... 3-1 3.1.1 PHYSIOGRAPHY ................................................................................................................... 3-1

3.1.2 GEOLOGY AND SEISMICITY .................................................................................................. 3-1

3.1.3 SOILS .................................................................................................................................. 3-2 3.1.4 QUARRY SITE AND BORROW AREAS:.................................................................................... 3-5

3.1.5 CLIMATIC CONDITIONS ....................................................................................................... 3-9 3.1.6 LAND USE PATTERN .......................................................................................................... 3-13

3.1.7 SURFACE WATER RESOURCE: ............................................................................................ 3-14

3.1.8 GROUNDWATER SOURCES ................................................................................................. 3-19 3.1.9 AMBIENT AIR QUALITY: ..................................................................................................... 3-21

3.1.10 AMBIENT NOISE LEVEL: ..................................................................................................... 3-24 3.2 ECOLOGICAL RESOURCES: ................................................................................................. 3-26


ii

3.2.1 FOREST AREA .................................................................................................................... 3-26 3.2.2 ECOLOGICALLY PROTECTED AREA: .................................................................................... 3-28

3.2.3 ROADSIDE TREE PLANTATION: .......................................................................................... 3-28 3.2.4 FAUNA .............................................................................................................................. 3-29

3.3 SOCIAL ENVIRONMENT: ..................................................................................................... 3-29

3.3.1 DEMOGRAPHIC PROFILE .................................................................................................... 3-29 3.3.2 LITERACY .......................................................................................................................... 3-29

3.3.3 WORK PARTICIPATION ...................................................................................................... 3-30 3.3.4 OCCUPATION PROFILE ....................................................................................................... 3-30

3.3.5 HUMAN USE VALUES .......................................................................................................... 3-31

3.3.6 SETTLEMENTS ................................................................................................................... 3-31 3.3.7 MARKETS .......................................................................................................................... 3-31

3.3.8 CULTURAL PROPERTIES ..................................................................................................... 3-31

CHAPTER 4.0 ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES ....................................................................................................... 4-1

4.0 Introduction......................................................................................................................... 4-1

4.1 IMPACTS DURING DESIGN/ PRE-CONSTRUCTIONAL PHASE ................................................... 4-2 4.1.1 Impact on Land Resources ................................................................................................... 4-2

4.1.2 Impact on People due to land acquisition and properties ........................................................ 4-3 4.1.3 Impacts on Other Assets ...................................................................................................... 4-5

4.1.4 Land use Change ................................................................................................................. 4-6

4.1.5 Impact on Water bodies: ...................................................................................................... 4-6 4.1.6 Religious, Common and Govt. Property Affected .................................................................... 4-7

4.1.7 Impact on Utilities ................................................................................................................ 4-8 4.1.8 Impact on Roadside Trees .................................................................................................... 4-8

4.1.9 Impact on Reserved Forest Land: ......................................................................................... 4-9

4.2 IMPACTS DURING CONSTRUCTION PHASE............................................................................ 4-9 4.2.1 Impact on Land Resources ................................................................................................. 4-10 4.2.2 Impact on Soil ................................................................................................................... 4-11 4.2.3 Impact on Water Resources ................................................................................................ 4-12

4.2.4 Impact on Water Quality: ................................................................................................... 4-14 4.2.5 Impact on Ambient Air Quality ............................................................................................ 4-14

4.2.6 Impacts on Noise Level ...................................................................................................... 4-16

4.2.7 Impact on Ecological Resources .......................................................................................... 4-18 4.2.8 Impact on Social Environment ............................................................................................ 4-18

4.2.9 Other Environmental Concerns of Construction Phase: ......................................................... 4-20 4.3 IMPACTS DURING OPERATIONAL PHASE ............................................................................ 4-22

4.3.1 Impacts on Water Quality and Resources ............................................................................ 4-22

4.3.2 Impact on Air Quality ......................................................................................................... 4-22 4.3.3 Impact on Noise Quality ..................................................................................................... 4-26

4.3.4 Human Use Values ............................................................................................................. 4-27 4.3.5 Road Safety ....................................................................................................................... 4-27

CHAPTER 5.0 ANALYSIS OF ALTERNATIVES ......................................................................... 5-1 5.1 Introduction......................................................................................................................... 5-1

5.2 “With” and “Without” Project Scenario ................................................................................... 5-1

CHAPTER 6.0 ENVIRONMENTAL MONITORING PROGRAMME ............................................... 6-1 6.1 Performance Indicators (PIS) ................................................................................................ 6-1

6.2 Selection of Indicators for Monitoring .................................................................................... 6-1

6.3 Monitoring of Performance Indicators .................................................................................... 6-2 6.3.1 Ambient Air Quality (AAQ) Monitoring ................................................................................... 6-2

6.3.2 Ambient Noise Monitoring ..................................................................................................... 6-2 6.3.3 Water Quality ...................................................................................................................... 6-2

6.3.4 Soil Quality .......................................................................................................................... 6-2


iii

6.3.5 Tree Survival Rate ................................................................................................................ 6-2 6.4 Environmental Monitoring Action Plan ................................................................................... 6-3

6.5 Environmental Reporting System .......................................................................................... 6-3 6.6 ENVIRONMENTAL MONITORING COST .................................................................................. 6-3

CHAPTER 7.0 PUBLIC CONSULTATION ................................................................................. 7-1 7.1 Focus Group Discussion (FGD) .............................................................................................. 7-1

7.1.1 Need and Usefulness of Focus Group Discussion (FGD) .......................................................... 7-1 7.1.2 Objectives ........................................................................................................................... 7-1

7.1.3 Level of Discussion ............................................................................................................... 7-1

CHAPTER 8.0 PROJECT BENEFITS .......................................................................................... 8-1 8.1 Introduction......................................................................................................................... 8-1 8.2 Economic Development ........................................................................................................ 8-1

8.3 Employment Opportunity ...................................................................................................... 8-2

8.4 Road Safety ......................................................................................................................... 8-2 8.5 Reduction in Vehicle Operating Cost (VOC) ............................................................................ 8-3

8.6 Environmental Benefits ......................................................................................................... 8-3 8.7 Indirect Benefits .................................................................................................................. 8-4

CHAPTER 9.0 ENVIRONMENTAL MANAGEMENT PLAN (EMP) ................................................ 9-1 9.1 Objectives of the EMP .......................................................................................................... 9-1

9.2 Critical Environmental Issues ................................................................................................ 9-2 9.3 EMP Implementation Framework........................................................................................... 9-2

9.3.1 Key Players of EMP Implementation ...................................................................................... 9-2 9.3.2 Responsibilities and Authorities ............................................................................................. 9-2

9.3.3 Responsibilities of Concessionaire’s Chief Project Manager / General Manager

(CPM/GM) ........................................................................................................................... 9-3 9.3.4 Responsibilities of Concessionaire’s Project Manager (PM) ...................................................... 9-3

9.3.5 Responsibilities of Concessionaire’s Environmental / Safety Engineer ....................................... 9-3 9.3.6 Responsibilities of Contractor’s Project Manager ..................................................................... 9-3

9.3.7 Responsibilities of Contractor’s Environmental/ Safety Engineer (CEE/CSE) .............................. 9-4 9.4 Environmental Management Action Plan ................................................................................ 9-4

9.5 Environmental Training ........................................................................................................ 9-5

9.6 CORPORATE SOCIAL RESPONSIBILITY ............................................................................... 9-34 9.7 Environmental Budgeting .................................................................................................... 9-36

CHAPTER 10.0 ACCIDENTS AND ROAD SAFETY ................................................................... 10-1 10.1 GENERAL ........................................................................................................................... 10-1

10.2 SITE INSPECTION .............................................................................................................. 10-1 10.3 ACCIDENT DATA ................................................................................................................ 10-3

10.4 PROPOSED SAFETY FACILITIES .......................................................................................... 10-5 10.5 ADDRESSABLE OF SAFETY IN PROJECT DESIGN: ................................................................ 10-6

10.6 TRAFFIC MANAGEMENT DURING CONSTRUCTION STAGE: .................................................. 10-7 10.7 PREPARATION OF TRAFFIC MANAGEMENT PLAN ................................................................. 10-7

10.8 POST ACCIDENT EMERGENCY ASSISTANCE PLAN: ............................................................ 10-10

10.9 CONCLUSIONS ................................................................................................................. 10-10

CHAPTER-11 SUMMARY AND CONCLUSION ........................................................................ 11-1 11.1 The Project ........................................................................................................................ 11-1

11.2 Implementing Agency ........................................................................................................ 11-1

11.3 Project Location: ................................................................................................................ 11-1 11.4 Categorisation of Project: ................................................................................................... 11-1

11.5 Salient Features of Project .................................................................................................. 11-1 11.6 Description of the Environment ........................................................................................... 11-4

11.6.1 Physiography and Soil ........................................................................................................ 11-4


iv

11.6.2 Climate .............................................................................................................................. 11-5 11.6.3 Ambient Air Quality ............................................................................................................ 11-5

11.6.4 Water Resources ................................................................................................................ 11-5 11.6.5 Noise Level ........................................................................................................................ 11-6

11.6.6 Forests .............................................................................................................................. 11-6

11.6.7 Road Side Plantation: ......................................................................................................... 11-6 11.6.8 Socio-economic Environment .............................................................................................. 11-6

11.6.9 Land Use Pattern ............................................................................................................... 11-7 11.6.10 Protected Monuments and Properties of Archaeological Value ............................................... 11-7

11.7 Anticipated environmental Impacts and Mitigation measures ................................................ 11-7

11.7.1 Impacts during Preconstruction Phase ................................................................................. 11-7 11.7.2 Impact during Construction and Operation Phase: ............................................................... 11-9

11.8 Environmental Monitoring Plan .......................................................................................... 11-17 11.9 Analysis of Alternatives ..................................................................................................... 11-17

11.10 Public Consultation ........................................................................................................... 11-17

11.11 Project benefits ................................................................................................................ 11-18 11.12 Environmental Management Plan ......................................................................................... 11-18

CHAPTER – 12 DISCLOSURES OF CONSULTANTS ENGAGED ............................................... 12-1 12.1 PREAMBLE ......................................................................................................................... 12-1 12.2 ENVIRONMENTAL IMPACT ASSESSMENT STUDY - CONSULTANCY FIRMS ............................. 12-1

12.3 TEAM OF CONSULTANTS .................................................................................................... 12-1

12.3.1 Dr. S. S. Deepak ................................................................................................................ 12-1 12.3.2 Mr. Nilesh Kumar ............................................................................................................... 12-1

12.3.3 Dr. Gagan C. Patra ............................................................................................................. 12-2 12.3.4 Dr. Sudesh Kaul ................................................................................................................... 12-2

12.3.4 Mr. Vishwanath Jangid ....................................................................................................... 12-2

12.3.5 Mr. K. Sudhendra Kumar .................................................................................................... 12-2 12.3.6 Mr. Vinay Kumar Rathi ....................................................................................................... 12-3 12.3.7 Mr. Mohan R. Zade ............................................................................................................ 12-3 12.3.8 Mr. Mohammed Rafiyuddin Shaphiyoddinn Malik .................................................................. 12-3

12.3.9 Monitoring Agency for Sampling and Analysis of Air, Water, Noise data and Meteorological data: ........................................................................................................... 12-3


v

List of Tables

Table 2.1: Salient Features of the Project .......................................................................................... 2-6 Table 2.2: Chainage Details .............................................................................................................. 2-9

Table 2.3: Average Daily Traffic at Traffic Homogeneous Sections .................................................... 2-10

Table 2.4: Proposed Traffic Growth Rate (%) for Different types of Vehicles ...................................... 2-11 Table 2.5: Projected Traffic at the Homogeneous Traffic Sections ..................................................... 2-11

Table 2.6: Pedestrian Flows across Highway .................................................................................... 2-12 Table 2.7: Proposed Vehicular Underpasses and Pedestrian/Cattle Underpasses ................................ 2-13

Table 2.8: Cart Tracks for Ongole Bypass ........................................................................................ 2-14

Table 2.9: Existing Toll Plazas ......................................................................................................... 2-15 Table 2.10: Proposed Toll Plaza Locations ....................................................................................... 2-16

Table 2.11: Truck Lay-Bys cum Rest Area ........................................................................................ 2-16 Table 2.12: Proposed Wayside Amenity locations ............................................................................. 2-17

Table 2.13: Proposed Locations of Street lighting ............................................................................. 2-17

Table 2.14: Proposed Locations of Highway Lighting ........................................................................ 2-18 Table 2.15: Proposed Locations of Pedestrian Guard Railing ............................................................. 2-18

Table 3.1: Soil Sampling Location Along The Project Road .................................................................. 3-2 Table 3.2: Physico-Chemical Characteristics Of Soil Along The Project Corridor .................................... 3-3

Table 3.3: The Month Wise Average Temperature And Rainfall For Last 10 Years (From 2000 To 2010) ................................................................................................................ 3-9

Table 3.4: Land Use Pattern In Guntur, Prakasam And Nellore Districts ............................................. 3-13

Table 3.5: River And Canals Crossing The Project Section ................................................................. 3-14 Table 3.6: Ponds / Tanks Within Corridor Of Impact Project Road ..................................................... 3-15

Table 3.7: Surface Water Sampling Location .................................................................................... 3-16 Table 3.8: Surface Water Quality Results ......................................................................................... 3-18

Table 3.9: Ground Water Sampling Locations ................................................................................... 3-19

Table 3.10: Ground Water Quality Results ....................................................................................... 3-20 Table 3.11: Sampling Locations Of Ambient Air Quality Along The Project Corridor ............................ 3-21

Table 3.12: Ambient Air Quality Along Chilakluripet To Nellore Section Nh-5 At Different Locations ...................................................................................................................... 3-22

Table 3.13: Noise Monitoring Locations Along The Project Road ........................................................ 3-24 Table 3.14: Ambient Noise Level At Different Location Along Project Corridor .................................... 3-26

Table 3.15: District-Wise Forest Coverage (In Sq Km) (Source Andhra Pradesh Forest

Statistics, 2007) ............................................................................................................ 3-27 Table 3.16: Reserve Forest Within Corridor Of Impact ...................................................................... 3-27

Table 3.17: Tree Species Along Roadside ........................................................................................ 3-28 Table 3.19: Demographic Profile Of Guntur, Prakasam And Nellore Districts ...................................... 3-29

Table 3.20: Literacy Of Guntur, Prakasam And Nellore Districts ......................................................... 3-30

Table 3.21: Proportion Of Workers And Non Workers In Guntur, Prakasam And Nellore Districts ........................................................................................................................ 3-30

Table 3.22: Occupation Profile Of Guntur, Prakasam And Nellore Districts ......................................... 3-30 Table 3.23: Religious Features Along The Project Corridor ................................................................ 3-31

Table 4.1: Districwise Additional Land Requirement for Proposed Project ............................................ 4-3 Table 4.2: Ownership status of the Affected Structures ...................................................................... 4-3

Table 4.3: Usage of the private properties affected ............................................................................ 4-4

Table 4.4: Type and Area of Structures Affected along project ............................................................ 4-4 Table 4.5: Usage of the displaced structures ...................................................................................... 4-4

Table 4.6: Other assets and minor structures affected ........................................................................ 4-5 Table 4.7: List of affected Water Tanks due to Proposed Widening ..................................................... 4-6

Table 4.8: Religious Structures within the Proposed ROW ................................................................... 4-7

Table 4.10: Water Requirement for Construction.............................................................................. 4-13 Table 4.11: Typical Noise Levels of Principal Construction Equipment during major

construction activity (Noise Level in dB (A) at 50 Feet) .................................................... 4-16 Table 4.12: Land use, Emission Standards and the Road Width ........................................................ 4-23


vi

Table 4.13: Predicted 1-Hour Average CO Concentrations for the Years 2011, 2015, 2020, 2025, and 2030 .................................................................................................... 4-25

Table 4.14: Predicted Ambient Noise Levels at Receptors ................................................................ 4-27 Table 5.1: ‘With’ and ‘Without’ Project Scenario ................................................................................. 5-1

Table 6.1: Environmental Monitoring Plan .......................................................................................... 6-4

Table 7.1: Outputs of local level consultations ................................................................................... 7-2 Table 9.1: Critical Environmental Issues to be addressed .................................................................... 9-2

Table 9.2 Environmental Management Plan ....................................................................................... 9-6 Table 9.3: Environmental Mitigation and Monitoring Cost.................................................................. 9-37

Table 11.1: Salient Features of the Project ...................................................................................... 11-2

Table 11.2: Anticipated Environmental Impacts due to the Proposed Project and their Mitigation Measures during Pre-construction Stage: ......................................................... 11-7

Table 11.3: Matrix of Potential Environmental Impacts and Mitigation Measures during Construction and Operation Stage ................................................................................ 11-10

List of Figures Figure 2.1: Index Map Project Road .................................................................................................. 2-3

Figure 2.2: Location Plan of Chilakaruripet-Nellore Section of NH-5 ..................................................... 2-4 Figure 2.3: Location of Proposed Ongole By-Pass .............................................................................. 2-5

Figure 2.4 a: Typical Cross Section .................................................................................................. 2-21

Figure 2.4 b: Typical Cross Section .................................................................................................. 2-22 Figure 2.4 c: Typical Cross Section .................................................................................................. 2-23

Figure 2.4d: Typical Cross Section in Reserved Forest Section .......................................................... 2-24 Figure 2.4e: Typical Cross Section in Reserved Forest Section ........................................................... 2-25

Figure 3.1: Location Plan Of Soil Samples Along Project Corridor ........................................................ 3-4

Figure 3.2a: Identified Potential Quarry Sites For The Project ............................................................. 3-6 Figure 3.2b: Identified Potential Quarry Sites For The Project ............................................................. 3-7

Figure 3.2c: Identified Potential Quarry Sites For The Project ............................................................. 3-8 Figure 3.3: Variation In Annual Rainfall At Different Places Along Project Area During Last

10 Years ...................................................................................................................... 3-10 Figure 3.4: Wind Rose Diagram At Ongole ....................................................................................... 3-12

Figure 3.5: Land Use Pattern Along Project Alignment ...................................................................... 3-14

Figure: 3.6 Surface And Ground Water Sampling Locations ............................................................... 3-17 Figure 3.7: Sampling Location Of Ambient Air Quality ....................................................................... 3-23

Figure 3.8: Noise Monitoring Locations Along The Project Road ........................................................ 3-25 Figure 3.9: Forest Coverage In Andhra Pradesh ............................................................................... 3-27



EIA Report

Introduction

1-1

CHAPTER 1.0

INTRODUCTION

1.1 Purpose of the Report

The environment has a limited carrying capacity and it can only sustain a negative impact up to a

level without further degradation. Several systems, however, temporarily disturb it leading to a

new balance in order to re-establish the equilibrium between human activity and nature. But

sensitive systems are not so resilient to cope up with changes in physical and natural

Environment, thus not only leading to negative impact on them but also, socio-economic losses

may occur. Road projects are meant for improving the quality of life for people and developing the

country’s economy. For all positive impacts of the road projects, there may be also some

significant detrimental impacts on nearby communities and natural environment. There may be

impact on properties of people, their livelihood and other social components. Similarly there can

be direct or indirect impact on flora, fauna, water resources, land use etc. To account for all these

issues, environmental and social impact assessment is utmost necessary. These concerns for

environmental and social issues in road projects have also become a part of legal requirements

and for obtaining financial support. Environmental considerations are therefore of prime

importance in road projects.

1.2 Identification of Project and Project Proponent

The National Highways Authority of India (NHAI) has been entrusted with the development,

maintenance and management of the National Highways as entrusted to it by the Government of

India. Under NHDP Phase-V Programme, the Government of India has decided to convert this

existing four-lane highway section of National Highway No.-5 (NH-5) from Chilakaluripet to Nellore

section into six-lane highway. This project is to be executed by private entrepreneurs on DBFO

pattern.

This report pertains to environmental aspects of consultancy related to feasibility study for the

improvement of selected four lane section to six lane section of National Highway No.-5 from

Chilakaluripet to Nellore in the State of Andhra Pradesh. The Project Proponent is National

Highway Authority of India.

1.3 Project Road

This project section of NH-5 starts at Km 1182+802 at Tatapudi village near Chilakaluripet in the

district of Guntur and ends at Km 1366+547 after passes through the Districts of Guntur,

Prakasam and Nellore. The entire project road falls in the State of Andhra Pradesh.

1.4 Environmental Screening of Project Road

The environmental assessment preparation led to identification of potential environmental hazards

and their feasible remedial measures, based on which the environmental mitigation measures

have been prepared.

1.5 Objectives of the Study

The major objective of this study is to establish present environmental condition along the project

corridor through available data / information supported by field studies to evaluate the impacts on

relevant environmental attributes due to the construction & operation of the proposed project; to

recommend adequate mitigation measures to minimize / reduce adverse impacts and to prepare



EIA Report

Introduction

1-2

an Environmental Management Plan (EMP) for timely implementation of the mitigation measures

to make the project environmentally sound and sustainable. An Environmental Impact Assessment

(EIA) study basically includes:

• Establishment of the present environmental scenario

• Study of the specific activities related to the project

• Evaluation of the probable environmental impacts

• Recommendations of necessary environmental control measures.

• Preparation of Environmental Management Plan

1.6 Scope of the Study

Environmental assessment is a detailed process, which starts from the conception of the project

and continues till the operation phase. The steps for environmental assessment are therefore

different at different phases. The present report details the environmental setting of the project

zone, collects the baseline data and then identifies the anticipated environmental impact and

finally suggests appropriate mitigation measures and mechanism for ensuring effective

implementation of the environmental safeguard measures at different stages of the project..

1.7 Environmental Policies and Legislation

Table-1.1 presents Environmental regulations and legislations relevant to this project, which are

the responsibility of a number of government agencies.

Table 1.1: Summary of Relevant Environmental Legislations

Act/Rule/Notification/ Policy

Year Objectives Responsible Agency

The Environment (Protection)

Act The Environment (Protection)

Rules

1986

1986

To protect and improve the overall

environment

MoEF; GoI; Department

of Forest, GoAP; CPCB; APPCB

Environment Impact Assessment Notification and amendments

made thereafter.

2006 To provide environmental clearance to new development activities following

environmental impact assessment

MoEF; GoI; CPCB; APPCB

Indian Forest Act

Forest (Conservation) Act

Forest (Conservation) Rules

Forest Conservation Rules (Notification)

1927

1980

1981

2003

To consolidate the laws related to forest, the transit of forest produce and

the duty livable on timber and other

forest produce. Conservation of Forests, Judicious use

of forestland for non-forestry purposes; and to replenish the loss of forest cover

by Compensatory Afforestation on degraded forestland and non-forest

land.

Procedure for submission of the proposals seeking approval for Central

Government for diversion of forestland to non-forest purposes.

MoEF; Department of Forest, GoAP

Wild Life (Protection) Act

The Wild Life (Protection)

Amendment Act

1972

2002

To protect wildlife in general and

National Parks and Sanctuaries in particulars.

To protect wild animals, birds and plants with a view to ensure the

ecological and environmental security

of the country.

Chief Conservator of

Wildlife, Wildlife Wing, Forest Department,

GoAP National/State Board for

Wildlife

National Forest Policy 1952 To maintain ecological stability through Forest Department, GoI



EIA Report

Introduction

1-3

Act/Rule/Notification/ Policy

Year Objectives Responsible Agency

National Forest Policy (Revised) 1988 preservation and restoration of

biological diversity

and GoAP

The Water (Prevention and

Control of Pollution) Act

1974 To control water pollution by

controlling discharge of pollutants as per prescribed standards

CPCB; APPCB

The Air (Prevention and Control

of Pollution) Act

1981 To control air pollution by controlling

emission of air pollutants as per prescribed standards

CPCB; APPCB &

Transport Department; GoUP

Noise Pollution (Regulation and

Control) Rules The Noise Pollution (Regulation

and Control) Amendment Rules

2000

2006

To regulate and control noise

producing and generating sources with the objective of maintaining the

ambient air quality standards in respect of noise.

CPCB; APPCB &

Transport Department; GoAP

The Motor Vehicle Act

Central Motor Vehicle Rules

1988

1989

To consolidate and amend the laws related to motor vehicles.

Licensing of driving of motor vehicles, registration of motor vehicles, with

emphasis on road safety standards and

pollution control measures, standards for transportation of hazardous and

explosive materials To check vehicular air and noise

pollution.

RTO Office, GoAP

The Ancient Monuments and Archaeological Sites and Remain

Act

1958 To provide for the preservation of ancient and historical monuments and

archeological sites and remains of national importance and protection

sculptures, carvings and other like

objects.

Archaeological Department, GoI; Indian

Heritage Society and Indian National Trust for

Art and Culture Heritage

(INTACH),

The National Highway Act 1956 For Land Acquisition NHAI; Revenue

Department, GoAP

National Policy of Resettlement and Rehabilitation

2007 For payment of compensation and assistance, different entitlements

payment of compensation and assistance, resettlement and

rehabilitation of project affected

population due to acquisition of lands and structures.

PIU NHAI, Competent Authority (Revenue

Department)

Andhra Pradesh Water, Land and

Trees Act

2002

(WALTA Act)

Andhra Pradesh Water, Land and Trees

Act 2002 is a comprehensive law enacted by the GOAP and it is a unique

initiative in the country.

District Authority

APWALTA promotes water conservation

and tree cover; regulates the

exploitation and use of ground and surface water. The objective is

protection and conservation of land, water sources and environment and

matters connected therewith or incidental thereto.

A brief description of relevant laws is given below:

Forest (Conservation) Act, 1980: The Forest (Conservation) Act, 1980 is of particular significance in

case the project corridors require acquisition of forestland outside the RoW of the road corridors as a

result of the rehabilitation work proposed.



EIA Report

Introduction

1-4

If the area of forest land to be cleared or diverted exceeds 20 ha., then prior permission of Central

Government is required;

In case of Reserved Forest

If the forest land is between 5 to 20 ha., then permission form the Regional Office of Chief Conservator is

required;

If the forest land is below or equal to 5 ha., the State Government can give permission; and,

If the canopy area is more than 40% forest, permission to undertake any work is needed from the Central

Government, irrespective of the size of the area.

MoEF regional office is empowered to accord Forest Clearance for an area up to 5 ha.

In case of Protected Forest

Wild Life Protection Act, 1972 has allowed the government to establish a number of National Parks and

Sanctuaries over the past 25 years, to protect and conserve the flora and fauna of the State.

The Water (Prevention and Control of Pollution) Act, 1974 resulted in the establishment of the Central and

State level Pollution Control Boards whose responsibilities include managing water quality and effluent

standards, as well as monitoring water quality, prosecuting offenders and issuing licenses for construction

and operation of any facility. This will include generation of liquid effluent during construction of road from

Civil Engineering activities or from domestic activities in workers colony. There are specific penalties for

violation, which include imprisonment for responsible officials.

The Air (Prevention and Control of Pollution) Act, 1981 empowers Central and State Pollution Control

Boards for managing air quality and emission standards, as well as monitoring air quality, prosecuting

offenders and issuing licenses for construction and operation of any facility. There are specific penalties for

violation, which include imprisonment for responsible officials. This Act has notified National Ambient Air

Quality Standard for different regions e.g. Industrial, Residential and Sensitive. Air quality during

construction and operation phases will be guided by this specific act.

Environment (Protection) Act, 1986: This Act was passed as an overall comprehensive act “for protection

and improvement of environment”. According to this Act, the Central Government has the power to take

all such measures as it deems necessary or expedient for the purpose of protecting and improving the

quality of environment and preventing, controlling and abating environmental pollution. Under this act

rules have been specified for discharge/emission of effluents and different standards for environmental

quality. These include Ambient Noise Standard, Emission from Motor Vehicles, Mass Emission Standard for

Petrol Driven Vehicles, General Effluent Standards etc. especially important for road project.

EIA Notification, 2006: The Environment Impact Assessment (EIA) notification 2006, Ministry of

Environment and Forests, Government of India, came into effect from 14th

Category A: New National Highways and expansion of existing National Highway greater than 30 Km,

involving additional RoW greater than 20 m involving land acquisition and passing through more than one

state.

September 2006. The EIA

Notification, 2006 specifies the various development projects requiring prior clearance from Ministry of

Environment and Forests (MoEF). As per Schedule of the Notification; the Highway project falls under

Physical Infrastructure including Environmental Services and have been listed under item no. 7(f),

including new highways or expansion of existing highways. The projects and activities under the

Notification have been classified into two categories- Category A and Category B, based on the spatial

extent of potential impacts on human health and natural and man made resources. The highway projects

have also been classified into two categories- Category A and Category B based on the following

conditions:



EIA Report

Introduction

1-5

Category B: All State Highway projects and State Highway expansion projects in hilly terrain (above 1000

m AMSL) and or ecologically sensitive areas.

Moreover any project or activity specified in Category B will be treated as Category A if located in whole or

in part with in 10 km from the boundary of:

i. Protected areas notified under the Wild Life (Protection) Act, 1972,

ii. Critically Polluted areas as notified by Central Pollution Control Board from time to time,

iii. Eco sensitive areas as notified under section 3 of Environment Protection Act, 1986 such as

Mahabaleshwar, Panchangi, Matheran, Pachmarhi, Dahanu, Doon Valley and

iv. Inter State boundaries and international boundaries.

Provided that the requirement regarding distance of 10 km of the inter-state boundaries can be reduced or

completely done away with by an agreement between the respective States or U.Ts sharing the common

boundary in the case the activity does not fall within 10 kilometers of the areas mentioned at item (i), (ii)

and (iii) above

In the present case, the proposed highway is more than 30 Kms in length. At several locations (entry and

exit points; rest areas and at toll plaza) the land acquisitions is more than 20 m. Hence, as per EIA

notification 2006, the proposed project falls under Category A and attracts the conditions of obtaining prior

Environmental Clearance from Ministry of Environment and Forests (MoEF).

1.8 Fly ash Notification

According to the Notification No. S.O. 763(E), dated 14.09.1999 and its amendment thereafter on

27.08.2003 and notification S.O. 2804(E) dated 3rd

Soil required for top or side cover of embankment of roads or flyovers shall be excavated from the

embankment site and it is not possible to do so, only the minimum quantity of the soil required for the

purpose shall be excavated from soil borrow area. In either case, the topsoil should be kept or stored

separately. Voids created due to soil borrow area shall be filled up with ash with proper compaction and

covered with top soil kept separately as mentioned above.

November 2009 by Ministry of Environment and

Forests, it is mandatory to use fly ash with in a radius of 100 kilometers of Thermal Power Plant. No

agency, person or organization shall within a radius of 100 kilometer of Thermal Power Plant undertake

construction or approve design for construction of roads of flyover embankments in contravention of the

guidelines/ specification issued by the Indian Road Congress (IRC) as contained in IRC specification No.

SP: 56 of 2001. Any deviation from this direction can only be agreed to an technical reasons if the same is

approved by Chief Engineer (Design) or Engineer-in-chief of the concerned agency or organization or on

production of certificate of “Pond ash not available” from the Thermal Power Plant(s) located within 100

kilometers of the site construction. This certificate shall be provided by TPP within two working days from

the date of making request for fly ash.

No agency, person or organization shall within a radius of 100 kilometers of coal or lignite based Thermal

Power Plant allow reclamation and compaction of low lying areas with soil. Only pond ash shall be used for

compaction. They shall also ensure that such reclamation and compaction is done in accordance with the

bye-laws, regulation and specification laid down by Authorities.

All agencies undertaking construction of roads or fly over bridges including Ministry of Shipping Road

Transport and Highways (MoSRTH), National Highways Authority of India (NHAI), Central Public Works

Department (CPWD), State Public Works Department and other State Government Agencies, shall within

three months from the 1st day of September 2003 make provision in their documents, schedules of

approved materials and rates as well as technical documents; including those related to soil borrow area

or pits.



EIA Report

Introduction

1-6

Make necessary specifications/guidelines for road or fly over embankments that are not covered by the

specification laid down by the Indian Road Congress (IRC).

Three coal based thermal Power plants Namely Nellore Thermal Power Plant, Kovur and Sitapuram Power

Plant at Dondapadu and Dr Narla Tata Rao Thermal Power Plant, Vijaywada fall within a radius of 100

kilometer from the proposed alignment of Nellore-Chilakaluripet section of NH-5; hence the fly ash

utilization in the part of the project road is mandatory, subject to availability. In case the fly ash is used in

the project, all the above mentioned provision shall be enforceable.

1.9 Summary of Statutory Clearance Requirement

The project requires a number of statutory clearances under different Acts and Rules at different stage of

the project. These are listed in Table 1.2.

Table 1.2: Summary of Statutory Clearance Requirement of the Project Sl. No

Type of Clearance Applicability Project Stage Responsibility

1. Environmental Clearance For Prior Environmental

Clearance for Highway Project

Pre-Construction PIU, NHAI

2. Forest Clearance for land

diversion

For acquisition of

Reserve forest land

Pre Construction PIU-NHAI

3. Tree felling permission under WALTA Act

For roadside tree cutting

Pre construction PIU-NHAI

4. NOC and consents under Air & Water Act from SPCB

For Highway Project Alignment

Pre- Construction PIU-NHAI

5. Consent for Establishment

under Air and Water Act from SPCB

For siting and

erection of stone crusher and Hot

Max Plants etc.

Construction Stage (Prior

to erection of Plants)

The

Concessionaire

6. Consent for Operation under Ai and Water Act

from SPCB

For operating construction plant,

crusher, batching plant, Hot Max Plant

etc.

Construction Stage (Prior to commencement of

Operation of Plants)

The Concessionaire

7. Explosive License from Chief Controller of

Explosives,

For storing fuel oil, lubricants, diesel etc.

Construction stage (Prior to storing fuel, lubricants

and Diesel, etc.)

The Concessionaire

8. Permission for storage of hazardous chemical from

CPCB

Manufacture storage and Import of

Hazardous Chemical

Construction stage (Prior to initiation of any work)

The Concessionaire

9. Quarry Lease Deed and Quarry License from State

Department of Mines and Geology

Quarry operation Construction stage (Prior to initiation of Quarrying)

The Concessionaire

10. Permission for extraction of

ground water for use in road construction activities

from State Ground Water board

Extraction of ground

water

Construction stage (Prior

to initiation of installation of Bore wells and

abstraction of water from such source)

The

Concessionaire

11. Permission for use of water

for construction purpose from irrigation department

Use of surface water

for construction

Construction stage (Prior

to initiation of abstraction of water from such

source)

The

Concessionaire

12. Labour license from Labour Commissioner Office

Engagement of Labour

Construction stage (Prior to initiation of any work)

The Concessionaire



EIA Report

Introduction

1-7

1.10 Structure of the Report

The present Environmental Impact Assessment Report is structured in accordance with the generic

structure as prescribed under Environment Impact Assessment Notification, 2006, Ministry of

Environment and Forests (MoEF) and the content is briefed below:

Chapter 1.0 Introduction: The chapter provides the introduction to the present project, identification of

the project proponent, need of the project and its interventions with statutory requirements.

Chapter 2.0 Project Description: It provides the details of salient features of the existing project road,

details of the proposed developments – widening proposal, service roads, details of bridges,

culverts, flyover, vehicular/ pedestrian underpasses, bus bays, truck lay byes, entry and exit

locations, rest areas and toll plaza etc.

Chapter 3.0 Analysis of Alternatives: This chapter provides detailed analysis of alternatives that has

been carried out ‘with project’ or ‘without project’ scenario in terms of potential environmental

impacts.

Chapter 4.0 Description of the Environment: The chapter describes Baseline Environmental features

within the project area in details. It includes detailing of physical environmental resources viz.

(Physiography, Geology and Soils, Quarry Site and Borrow Area, Climatology details), Ecological

and social & cultural resources along the project road corridor and its area of influence. The

data presented in the chapter is collected from primary and secondary sources.

Chapter 5.0 Anticipated Environmental Impacts & Mitigation Measures: It deals with details of

anticipated environmental impacts (both positive as well as negative) due to the proposed

project and provides mitigation measures for all the identified adverse impacts during design

and construction phase and operation stage of the project.

Chapter 6.0 Environmental Monitoring Programme: The chapter provides the details about the

Environmental Monitoring Plan in Construction Stage and in Operation Stage. The monitoring

plans details out the performance indicators, monitoring parameters, standards, frequency,

duration, implementation and responsibilities required for monitoring and the cost of monitoring

the parameters.

Chapter 7.0 Public Consultation: Provides details about the project related additional studies carried

out for the project. The details of Focus Group Discussions carried out and the responses

received from the people are presented in this chapter.

Chapter 8.0 Project Benefits: This chapter describes Project Benefits from proposed project and

includes local benefits and the wider regional or national level benefits.

Chapter 9.0 Environmental Management Plan (EMP): This chapter comprises a set of environmental

safeguard measures for identifies adverse impacts during different stage of the project and

activities with an objective to offset or reduce adverse environmental impacts to acceptable

levels. The EMP provides action plan of implementation of mitigation measures at different

locations, time frame with responsibility assignments for implementing appropriate measures at

appropriate time for ensuring effectiveness of the proposed safeguard measures. Adequate

budgetary provisions have also been made for implementation and monitoring of the

effectiveness of the suggested measures.

Chapter 10.0 Summary and Conclusion: This chapter summarises the finding of the EIA study.

Chapter 11.0 Accidents and Road Safety: This Chapter examines the existing scenario of the road

safety and proposed safety aspects into the project. The Chapter also describes the Post

Accident Emergency Assistance Plan.

Chapter 12.0 Disclosure of the Consultants Involved: This chapter gives the details of consultants

involved in reviewing and preparing of the report.

6-Laning of Chilakaluripet to Nellore Section of NH- 5 in the State of Andhra Pradesh

EIA ReportProject Description

2-1

CHAPTER 2.0

PROJECT DESCRIPTION

2.1 Introduction

National Highway No.5 (called as “NH No. 16” vide notification S.O. 542(E) published on 05-03-

2010 in Part II, Section 3, Sub-section (ii) in the Gazette of India, Extraordinary) is a part of

golden quadrilateral project and is the significant link between Kolkata and Chennai. It traverses

Wast Bengal, Orissa, Andhra Pradesh and Tamilnadu and connects number of major urban areas

on its way viz. Kolkotta, It takes off from Baharagora (near Kolkata) and terminates at Chennai in

the state of Tamilnadu after passing through major towns Bhrampur, Bhubaneshwar, Cuttack,

Bhadrak, Palsa-Kasibugga of Orissa, Tekkali, Srikakulam, Vishakhapattanam, Rajmundary, Eluru,

Vijayawada, Guntur, Chilakaluripet, Ongole, Nellore in Andhra Pradesh and Chennai, the capital

city of Tamilnadu. The Government of India has resolute to promotion 6500 km span of

accessible 4-lane alienated highways into Six-Lane divided carriageway under Phase-V of

National Highway Development project (NHDP). The Phase-V of NHDP is to be executed as BOT

(Toll) Project through Public Private Partnership (PPP) on Design-Build-Finance-Operate (DBFO)

model.

The present project includes widening and up-gradation of the section of NH-5 from Km

1182+802 (at Tatapudi village of Chilakaluripet Mandal in Guntur District) to Km 1366+547 (at

Kovour villange of Kovur Mandal in SPSR Nellore District) from existing 4 lane to 6-lane

configuration, covering a distance of 183.745 Km (old) and a new six lane Ongole bypass having

a length of 10.125 Km. Its length along new ongole bypass is about 183.620km.

The National Highway Authority of India (NHAI) has selected BCEOM Societe Francaise

d’Ingenierie, France in Association with BCEOM India Pvt. Limited, at present known as EGIS

India Consulting Engineers Pvt Ltd., as consultants to bring out probability study for upgrading

the accessible four lane highway to Six-Lane access control highway (retrofitting on the exiting

alignment) from Nellore to Chilakaluripet a section of NH-5. The Consultant have completed the

study and submitted the final feasibility report vide letter BCEOM/2008/6184 dated 22 July 2008.

Subsequently consultants were instructed to carryout feasibility study for providing bypasses for

Ongole towns and a letter to this effect (Ref: NHAI/NHDP-V/BOT (Toll)/BP/2009/65 dated

14.12.09) has been issued to the Consultants by NHAI to initiate the studies as an additional

work. The proposed bypass was planned from Mukthinuthalapadu (1241+450) to Pelluru

(1251+700) will connect NH-5 without disturbing of local human lives, vegetation and

economics.

2.2 Need for the project

Road projects are generally undertaken to improve the economic and social welfare of those

using the road or served by it. Increased road capacity and improved pavements can reduce

travel times and lower the costs of vehicle use. Benefits include increased access to markets,

jobs, education and health services, and reduced transport costs for both freight and passengers,

reduce fuel consumption and exhaust emissions from the vehicle plying on the road.



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2.3 Project Objective

The main objective of the project is to prepare a proposal to retrofit a six-lane cross-section on

to the existing 4-lane highway in a manner which ensures:

Enhanced safety of the traffic, the road users and the people living close to the highway.

Enhanced operational efficiency of the highway.

Fulfilment of the access needs of the local population.

Minimal adverse impact on the road users and the local population due to construction.

Feasible and constructible options for the project with least cost options.

This Detailed Feasibility study will be used as a planning tool for integrating objectives of

sustainable development with economic growth and social development to facilitate

decision-making.

2.4 Project Approach for Environmental Studies

The basic approach adopted for conducting the environmental study for the project will strongly

pursue the prevailing institutional and legislative setup of the Government of India (GoI) and in

conformity with NHAI policy on this subject. The main approaches are:

Identification, appraisal and division between positive and negative impacts, direct and

indirect impacts, and instant and long-term impacts likely to result from the proposed

bypass;

Identification of unavoidable or irreversible impacts;

Explanation of the impacts quantitatively, in terms of environmental costs and benefits, if

possible;

Characterization of the extent and quality of available data;

Identification of significant information deficiencies;

Identification as well as estimation of any uncertainties associated with predictions of

impacts;

Identification of un-mitigated negative impacts;

Exploration towards the opportunities for environmental enhancement; and

Identification of feasible and cost effective mitigation measures to minimize negative

impacts and enhance positive impacts by incorporating in the preliminary engineering

design.

2.5 Project Location

2.5.1 Chilkaluripet to Nellore NH-5

The project highway (183.7 Km) section of NH-5 from Chilkaluripet to Nellore is a part of golden

quadrilateral project in the state of Andhra Pradesh which connects capital of West Bengal,

Kolkota to Capital of Tamil Nadu Chennai. The existing 4 lane road has been upgraded from old 2

Lane roads over the last five years under three construction packages AP-13, AP-12 & AP-11. It

passes through Guntur, Prakasam and Nellore districts of the Andhra Pradesh. The project

highway location in India and in the state of Andhra Pradesh is presented in the Figure 2.1 and

Figure 2.2.



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Figure 2.1: Index Map Project Road

Project Road



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Figure 2.2: Location Plan of Chilakaruripet-Nellore Section of NH-5



2-5

2.5.2 Proposed Bypass at Ongole

The proposed bypass road corridor starts from village Mukthinuthalapadu (NH-5, Ch. 1241+450)

and ends at village Pelluru (NH-5, Ch.1251+700) near to Ongole town of Prakasam district. The

proposed bypass road section passes through grass land, agriculture land, bushes land. It will

also cross two canals and FCR Road at near NTR Colony and also cross twice the railway track

to reach village Pelluru at change 1251+700 of NH-5. The total length of proposed bypass is

10.125 km. The project new bypass road section passes through coastal area of Prakasam

district, Andhra Pradesh. The proposed bypass location is presented in the Figure 2.3.

Figure 2.3: Location of Proposed Ongole By-Pass

2.6 Proposed Development

As stated earlier the proposed project is the part of National Highway Development project

(NHDP) Phase-V and is to be developed to 6-lane configuration. The project will be executed by

National Highways Authority of India (NHAI) as Public Private Partnership (PPP) ventures on

DBFO (Design-Built-Finance-Operation) pattern. The project road under the proposal is from Km

1182+802 at Tatapudi village to Km 1366+547 at Kovur Village in the State of Andhra Pradesh.

Under this project it is proposed to widen and upgrade the section from 4-lane to 6-lane

standards along with provisions of additional facilities and services including enhancement of

highway safety. The salient features of the proposed project is summarised in Table 2.1.



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Table 2.1: Salient Features of the Project Sl. No

Project Components

Details

A. General Information

1. Location of Project From Tatapudi village of Chilakaluripet Mandal in Guntur District

(Km1182+802) to Kovur Village of Kovur Mandal in SPSR Nellore District

(Km1366+547) a section of NH-5 including proposed Ongole bypass

from village Mukthinuthalapadu (km 1241+450) to village Pelluru (Km

1251+700) of Ongole Mandal of NH-5

2. Administrative

locations

Guntur District, Praksam District, and Nellore District,

3. State Andhra Pradesh

4. Length of the

Proposed Project road

Main alignment in Guntur District = 1.079 Km

Prakasam District = 123.894 Km which includes Ongole Bypass

10.125km

Nellore District = 58.647

Total = 183.620 km 5. Terrain Virtually all plain

6. Major Settlement

along the Project

Stretch

Marturu, Muppavaram, Medarametla, Kavali, Ongole, Maddipadu,

Kouvur

7. Rivers Guntur District=Palamadugu Nalla

Prakasam District= Gundalakamma River, Mudigandi River, Musi River,

Paleru River, Maneru River, Chillavagu

Nellore District: Pillavagu Nallah, Pyderu Nallah

All these rivers are rainfed in nature

8. Ponds/Tanks 7 No in directly affected area(i.e. within proposed ROW)

Guntur District: Nil

Prakasam District: 5

Nellore District: 2

9. Forest area The project stretch encounters Reserve Forests at 6 locations along the

project stretch. These Reserve Forests are:

Guntur District: Nil

Prakasam District: Mocherla RF, Mocheral Chalamchatla RF, Chevuru

RF

Nellore District: Rudrakota RF, Bitragunta RF, & Kothapalli RF

However, it is decided to form 6-lanes within the existing ROW in the section where reserved forest is located to avoid diversion of forest land into non-forestry purpose.

B. Other Salient Features

Sl. No.

Items Existing Proposed

1. ROW 40m to 60m 66m in rural areas and 50m in urban areas Ongole bypass:- 80 m

2. Existing Carriageway

23 m (4 lane divided carriage way width of 7.25 m each + (1.5 m paved shoulder on either side+ 1m earthen shoulder + 4.5 median width)

Main Section : 30 m Ongole bypass:- 22 m

3. Design Speed 80- 100 km / hr. 100 km / hr.



2-7

Sl. No.


4. Major Bridge 22 No’s (LHS & RHS separate) Main Section : a) Retained without widening=12 nos. b) New 2 lane bridge parallel to

existing=6 nos. c) Widened=3 nos. d) Only wing walls to be provided=1 Ongole Bypass: 6 Lane Major Bridge: - 01 No’s.

5. No. of Minor Bridge

108 No’s Main Section : Total: 108 Nos Retained: - 56No’s; Replace with new 3 Lane bridge: - 03 & Widened to 3 Lane: - 34. New Bridge : 11 (10 on Service road: 1 a bridge parallel to existing Bridge) Ongole Bypass: New 6 lane Minor Bridge:- 4 No’s (2 for main alignment of Ongole Bypass and 2 for Service road for Ongole Bypass) Total number: 112

6. ROB Main Section : 06 No’s Main Section : Retained without widening:- 03 No’s LHS Replace with new 3 Lane ROB:- 01 No’s RHS Ongole Bypass: :- 2 No’s LHS & 2 No’s RHS

7. No. of Culverts Main Section : 586 No’s Main Section : Widened to 3 Lane : 536 No’s; Replace with new 3 Lane culvert :- 54 No’s & New culvert added :- 16. Ongole Bypass:- 12 No’s LHS & 12 No’s RHS

8. Vehicular Underpass

Prakasam District= 1 Nellore District = Nil

Prakasam District = 15 New Nellore District = 1 old + 9 New Total = 1 Old + 24 New

9. Pedestrian/Cattle Underpass

Prakasam District= 2 (at Timmapalem; Nellore District = Nil

Prakasam District = 11New Nellore District = 1Old+ 10 New Total = 1 Old +21 New

10. Flyovers Main Section : Nil Total = 4 Nos. Guntur District: Nil Prakasam District: 4 (2 on main alignment + 2 on Proposed Ongole Bypass) Nellore District : Nil

11. Bus Bays/Shelters

Prakasam District = 58 Nellore District = 34 Total = 92

Prakasam District = 58 + New 86 Nellore District =34 + New 40 Total = 92 + New 126

12. Truck Lay byes cum Rest Areas

6 (3LHS;3 RHS)

Prakasam District=4(2LHS;2 RHS) Nellore District =2 (2LHS;2 RHS)

13. Toll Plaza 3 No (Km 1200 at Bollapalli; Km 1264 Near Tangutur & Km 1344.45 at Sunnambatti)

3 No (Km 1200 (Bollapalli), Km 1264 (Tangutur) & Km 1326. (Musunuru).

14. Bypass/ Re-alignments

Prakasam District = 5 Nos. w.r.t. 2 lane road (Mederamitla Bypass, Ongole old Bypass, Tangutur Bypass,

Prakasam District Proposed New Ongole bypass on eastern side of Ongole town



2-8

Sl. No.


Singaryakonda Bypass, Ulvapalem Bypass) Nellore District = 2 Nos. w.r.t. 2 lane road (Kavali Bypass, Rajupalem Bypass)

15. Street Light -Nil Prakasam District= 25 locations (22.470 Km) Nellore District = 10 locations (8.240Km) Total = 35 locations Total 31.610 Km

16. High Mast Light Nil Prakasam District: 6 (4 on main alignment, 2 locations on Ongole Byepass) At Bollapalli Toll plaza, Medarametla / Addanki Jn. Chirala Jn., Start and End of Ongole Bypass and Tangaturu Toll Plaza

Nellore District: at 1 Location at Masunuru Toll Plaza

17. Service Road Guntur District: Nil Prakasam District: 10 locations Covering 13.260 Km Nellore District: Nil

Additional Service Road at 115 Locations Guntur District = Nil Prakasam District=74(27.446 Km) Nellore District= 41 (14.884Km) Total = 84.66 Km on either side

18. Wayside Amenity Centres

1 No’s Guntur District = Nil Prakasam District= 4 locations Nellore District = 2 locations

19. Crash Barrier - Total at 86 Locations Prakasam District= 53 locations Nellore District = 33 locations

20 Construction Cost of the Project

Rs. 1,002.24 Crores for Main Section 231.08 Ongole Bypass Total = 1,233.32 crores

14. Bypass/ Re-alignments

Prakasam District = 5 Nos. w.r.t. 2 lane road (Mederamitla Bypass, Ongole old Bypass, Tangutur Bypass, Singaryakonda Bypass, Ulvapalem Bypass) Nellore District = 2 Nos. w.r.t. 2 lane road (Kavali Bypass, Rajupalem Bypass)

Prakasam District Proposed New Ongole bypass on eastern side of Ongole town

15. Street Light -Nil Prakasam District= 25 locations (22.470 Km) Nellore District = 10 locations (8.240Km) Total = 35 locations Total 31.610 Km

16. High Mast Light Nil Prakasam District: 6 (4 on main alignment, 2 locations on Ongole Byepass) At Bollapalli Toll plaza, Medarametla / Addanki Jn. Chirala Jn., Start and End of Ongole Bypass and Tangaturu Toll Plaza

Nellore District: at 1 Location at Masunuru



2-9

Sl. No.


Toll Plaza

17. Service Road Guntur District: Nil Prakasam District: 10 locations Covering 13.260 Km Nellore District: Nil

Additional Service Road at 115 Locations Guntur District = Nil Prakasam District=74(27.446 Km) Nellore District= 41 (14.884Km) Total = 84.66 Km on either side

18. Wayside Amenity Centres

1 No’s Guntur District = Nil Prakasam District= 4 locations Nellore District = 2 locations

19. Crash Barrier - Total at 86 Locations Prakasam District= 53 locations Nellore District = 33 locations

20 Construction Cost of the Project

Rs. 1,002.24 Crores for Main Section 231.08 Ongole Bypass Total = 1,233.32 crores

2.7 Existing Scenario & proposed Plan for Project

2.7.1 Chilkaluripet to Nellore NH-5 Section

The NH-5 follows different chainage systems from Chennai to Kolkota i.e. starting point at

Chennai, Vjayawada etc. The NHAI has issued a circular stating that new chainage for NH-5 will

start from the Baharagora (near Kolkata) to Chennai under Golden Quadrilateral project. There

was some chainage equations developed at the time of 4 lane construction due to construction

of the bypasses along the project highway. For easy reference the chainage equations along the

project highway is given in Table 2.2.

Table 2.2: Chainage Details Package Section Chainage Length

(km) Type From To AP-11 Nellore -

Kavali

As Built Chainage 178+200 222+000 43.8

New Chainage 1366+547.143 1322+750.143

AP-12 Kavali -

Ongole


New Chainage 1322+750.143 1250+691.149

AP-13 Ongole -

Chilakaluripet


New Chainage 1250+691.149 1182+802.339

Total length (Km) 183.6

2.7.2 Proposed Ongole Bypass section

The widening of the existing old 4 lane Ongole bypass to six laning would involve significant land

acquisition and demolition of existing properties along the highway. Moreover, the presence of

about 540m elevated 4-lane viaduct adds to technical complexity in widening or proposing a new

elevated section. There were many representations in the past from local public to provide a



2-10

bypass for Ongole. The Proposed Bypass is on the eastern side of existing NH-5 taking off at KM

1241+450, Crossing Railway line twice, passes through green fields and ends at Km 1251+700

of NH-5. The total length of bypass is 10.125 Km.

2.7.3 Right of Way (ROW)

The available Right of Way (RoW) for the existing 4 lane road is varying between 40m to 60m,

the minimum range is applicable through some sections where in the previous 4 laning contract

the land acquisition was done only up to limits. Hence, in places where the currently proposed

ROW is 66m in rural areas and 50m in urban areas, further acquisition is required for 6-laning

with service roads. In the case of proposed bypass at Ongole, it is proposed to have 80m RoW.

As per the preliminary design, the proposed Right of Way (RoW) for the new by-pass road is

varying between 80m to 84m. As the proposed by-pass is entirely new, the land acquisition is to

be done all along the project road. At chainage 9+915 the proposed RoW is 150m. In addition to

this there is one existing connectivity road (Gravel Road) at chainage 0+700 where the proposed

RoW is 30m. Hence, as the proposed by-pass is entirely new land acquisition is required all

along the project road.

2.7.4 Additional Land Requirement for Widening

A total area of 270.97 Ha of land will be required for acquisition to accommodate proposed

widening beyond existing ROW. The area includes 186.02 Ha for main alignment and 84.95 Ha

for proposed Ongole Bypass.

Out of the total land acquisition only marginal land area of 0.5619 Ha will be needed from

Guntur District, whereas from Prakasam District the total land requirement for acquisition is

197.15 ha (112.19 Ha for main alignment and 84.95 Ha for proposed Ongole Bypass) and the

same from Nellore District is 73.26 Ha. The village wise breakup of the land requirement is given

in Annexure-2.1.

2.7.5 Traffic Scenario

The traffic volume count data collected has been analysed to assess the traffic intensity in

various homogeneous sections of the corridor. The Average Daily Traffic (ADT) in base year 2007

minimum is 7077 vehicles (15285 PCU) in section Chilakaluripet – Medarametla and maximum is

11479 vehicles (23999 PCU) in Ongole-Kavali sections. The share of non motorised vehicles is

very less (maximum being 2.1%), whereas the share of tollable traffic is about 70% and in terms

of numbers, this vary between 5300 vehicles and 7970 vehicles The peak hour traffic as a

percentage of ADT vary between 5.5% to 7% indicating fairly uniform distribution of traffic over

the day. Table 2.3 presents the summary of Average Daily Traffic at all the four traffic

homogeneous sections. Following are the salient findings:



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Table 2.3: Average Daily Traffic at Traffic Homogeneous Sections

S. No. Traffic Count Station Location AADT Vehicles PCU’s

1 Chilakaluripet - Medarametla Bollapalli 7077 15285

2 Medarametla – Ongole Medarametla 10345 21790

3 Ongole – Kavali Tanguturu 11479 23999

4 Kavali - Nellore Musnuru 10602 22732

2.7.5.1 Travel Pattern

Little over 4000 vehicles (>11300PCU) pass through the entire corridor, which is 70% of the

total traffic in Chilakaluripet-Medarametla Section & 44-49% in other sections. Over 15200 PCU

(5400 vehicles) is the traffic that is through to Medarametla-Nellore Section of the corridor

(travelling 148km out of the total 182 Km) which is about 70% of the total corridor length.

Medarametla is the major diversion point on the project corridor with over 2000 freight vehicles

getting off at this location. The tollable traffic that would be using only one section or part

thereof is generally less than 5% except in Ongole-Kavali section where it is 11% (this however

does not include traffic diversion taking place at Medarametla. The estimated by passable traffic

to Ongole city is about 5900 vehicles (about 15900PCU) for recommended option of bypass

alignment.

2.7.5.2 Traffic Growth rates

The traffic growth rates adopted for the project highway are finalized based on the past trend

analysis and analysis of the economic indicators of the project influence area and presented in

Table 2.4.

Table 2.4: Proposed Traffic Growth Rate (%) for Different types of Vehicles

Vehicle Type < =

2010 2011-2015

2016-2020 > 2020

2 Wheelers 6.1 5.1 4.4 4.4

Car 6.6 5.6 4.9 4.4

Bus 5.5 4.6 3.9 3.5

LCV/ 2 Axle Truck 6.5 6.0 5.0 4.0

Multi Axle Truck 7.2 6.6 5.5 4.5

2.7.5.3 Traffic Projection

The total traffic on the project highway will be the sum of normal traffic, diverted traffic and

generated traffic. The total estimated traffic on the traffic homogeneous sections and proposed

Ongole bypass are projected with respect to adopted traffic growth rates and presented in Table 2.5.

Table 2.5: Projected Traffic at the Homogeneous Traffic Sections

Year Car/

Jeep/ Van

Mini Bus/ LCV

Bus/ Truck

3 Axle

TruckMAV

Total Vehicles (in Nos.) Total Vehicles (in PCUs) Tollable

Non-Tollable

Total Tollable

Non-Tollable

Total

Chilakaluripet-Medarametla Section 2010 1439 552 2051 2288 415 6745 2026 8771 17152 1979 19131

2015 1883 707 2611 3005 544 8750 2456 11206 22240 2300 24540

2020 2384 875 3216 3817 691 10983 2910 13893 27905 2634 30539

2025 2941 1040 3821 4644 841 13287 3467 16754 33681 3038 36719



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Year Car/

Jeep/ Van

Mini Bus/ LCV

Bus/ Truck

3 Axle

TruckMAV

Total Vehicles (in Nos.) Total Vehicles (in PCUs) Tollable

Non-Tollable

Total Tollable

Non-Tollable

Total

2030 3627 1235 4538 5650 1024 16074 4142 20216 40652 3508 44160

2035 4475 1467 5389 6874 1245 19450 4966 24416 49067 4070 53137

2040 5523 1742 6401 8364 1514 23544 5975 29519 59244 4744 63988

Medarametla-Ongole Section 2010 1777 608 2923 3416 567 9291 3499 12790 24258 3038 27296

2015 2325 779 3721 4486 745 12056 4280 16336 31467 3568 35035

2020 2944 966 4583 5698 946 15137 5114 20251 39493 4126 43619

2025 3627 1147 5443 6932 1151 18300 6132 24432 47652 4791 52443

2030 4472 1363 6464 8434 1401 22134 7375 29509 57515 5583 63098

2035 5515 1619 7677 10261 1704 26776 8899 35675 69426 6534 75960

2040 6802 1922 9118 12485 2073 32400 10769 43169 83823 7686 91509

Ongole-Kavali Section 2010 1880 757 3213 3615 684 10149 4067 14216 26578 3517 30095

2015 2463 969 4088 4748 899 13167 5031 18198 34470 4163 38633

2020 3122 1202 5031 6031 1142 16528 6073 22601 43250 4858 48108

2025 3856 1427 5975 7337 1389 19984 7345 27329 52183 5682 57865

2030 4763 1695 7097 8927 1690 24172 8913 33085 62983 6687 69670

2035 5886 2013 8430 10861 2056 29246 10831 40077 76031 7877 83908

2040 7273 2390 10012 13214 2502 35391 13195 48586 91795 9331 101126

Proposed Ongole Bypass 2010 791 589 1818 3289 666 7153 181 7334 19992 352 20344

2015 1039 788 2433 4527 916 9704 200 9903 27225 389 27614

2020 1320 1005 3106 5917 1197 12545 215 12759 35283 403 35687

2025 1637 1222 3778 7374 1492 15504 231 15735 43642 419 44061

2030 2030 1486 4597 9189 1859 19163 250 19412 53986 437 54424

2035 2518 1808 5593 11451 2317 23688 270 23958 66791 457 67248

2040 3123 2199 6805 14271 2888 29285 292 29578 82643 479 83121

Kavali-Nellore Section 2010 2031 800 3190 3368 722 10111 3019 13130 26154 2437 28591

2015 2658 1025 4064 4423 949 13119 3649 16768 33927 2851 36778

2020 3366 1270 5010 5618 1205 16469 4332 20801 42578 3297 45875

2025 4151 1509 5949 6835 1466 19910 5164 25074 51364 3832 55196

2030 5120 1792 7066 8316 1784 24078 6173 30251 61982 4471 66453

2035 6316 2129 8392 10118 2171 29126 7402 36528 74809 5233 80042

2040 7794 2528 9966 12310 2641 35239 8897 44136 90299 6141 96440

2.7.6 Pedestrian Flow

There are quite a few major settlements along the project corridor where considerably high pedestrians

cross the highway. Pedestrian survey was conducted at major settlement area. The summary of

pedestrian flows at important locations is presented in Table 2.6 below.

Table 2.6: Pedestrian Flows across Highway

Location 12 Hour Flows Peak Hour Flows PV2 (1 X 108)Muppavaram 1598 213 0.6

Gowravaram 5089 591 3.6

Konanki 2250 355 0.9



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Marturu 13408 1303 3.4

Valluramma Devasthanam 3687 470 3.3

Narnevaripalem 4233 467 1.6

2.7.7 Service Roads

The service roads exist at only few locations in the stretch extending in Prakasam district covering a total

length of 13.260 Km. In order to make the project road access control and ascertaining the safety of

local traffic and people additional servicer roads have been provided at 115 locations covering a total

length of 84.66 Km on either side. The lists of existing and proposed service roads are presented in

Annexure-2.2.

2.7.8 Vehicular/Pedestrian Underpasses

It is proposed to provide a total number of 23 new vehicular/ pedestrian underpasses and at different

locations wherever settlement areas are coming along the project corridor. 1 vehicular underpass has

been proposed at proposed Ongole bypass. 1 existing vehicular underpass located at Km 1320/3 and 1

Pedestrian/Cattle Underpasses will be retained. The newly proposed vehicular underpasses and

pedestrian/cattle underpasses are given in Table 2.7.

Table 2.7: Proposed Vehicular Underpasses and Pedestrian/Cattle Underpasses

S. No

Chainage km

Span arrangement

Minimum Vertical

Clearance (m)

Total width* (m)

Remark

1 1188.290 1x12m 5.0 2 x 13.50m Martur Town

2 1195.855 1x12m 5.0 2 x 13.50m Konanki

3 1202.040 1x12m 5.0 2 x 13.50m Narnivanipalem

4 1204.900 1x12m 5.0 2 x 13.50m Muppavaram

5 1209.620 1x12m 5.0 2 x 13.50m Renangivaram

6 1227.000 1x12m 5.0 2 x 13.50m Gullapalli

7 1231.503 1x12m 5.0 2 x 13.50m Maddipadu

8 1260.275 1x12m 5.0 2 x 13.50m Sorareddypalem Industrial

9 1264.648 1x12m 5.0 2 x 13.50m Tangaturu Bypass



12 1273.700 1x12m 5.0 2 x 13.50m Singarayakonda Bypass

13 1278.087 1x20m 5.0 2 x 13.50m Kandukuru road,

Singarayakonda Bypass

14 1280.185 1x12m 5.0 2 x 13.50m Singarayakonda Bypass

15 1309.950 1x12m 5.0 2 x 13.50m Rudrakota

16 1313.811 1x12m 5.0 2 x 13.50m Kavalai bypass

17 1323.950 1x12m 5.0 2 x 13.50m Kavalai bypass

18 1336.620 1x12m 5.0 2 x 13.50m Bogollu

19 1345.980 1x12m 5.0 2 x 13.50m Sunambhatti

20 1356.825 1x12m 5.0 2 x 13.50m Naidupalem

21 1358.950 1x12m 5.0 2 x 13.50m Rajupalem Byapss

22 1360.460 1x12m 5.0 2 x 13.50m Rajupalem Byapss

23 1366.200 1x20m 5.0 2 x 13.50m Nellore Bypass

New Vehicular Underpass for Ongole Bypass



2-14

24 5.760 1x12m 5.0 2 x 13.50m Ongole Bypass

Vehicular Underpass to be retained

S. No

Structure No. /

Chainage Location Repair and Rehabilitation Measures

1 1320/3 LHS & RHS Repair damaged wearing coat, drainage spout gratings missing, repair approach slab settlement

New Pedestrian/Cattle Underpasses

S. No

Chainage km

Span arrangement

Minimum Vertical

Clearance (m)

Total width* (m) Remark

1 1193.680 1x7.5m 3.5 2 x 13.50m Darshiagraharam

2 1207.380 1x7.5m 3.5 2 x 13.50m Jagarla Muduvaripalem

3 1215.020 1x7.5m 3.5 2 x 13.50m Korisepadu

4 1238.650 1x7.5m 3.5 2 x 13.50m Yendukondlapadu

5 1252.664 1x7.5m 3.5 2 x 13.50m Pelluru

6 1256.200 1x7.5m 3.5 2 x 13.50m Valluramma

7 1270.900 1x7.5m 3.5 2 x 13.50m Bitragunta

8 1288.120 1x7.5m 3.5 2 x 13.50m Kollurupadu

9 1297.492 1x7.5m 3.5 2 x 13.50m Veerapalli

10 1301.522 1x7.5m 3.5 2 x 13.50m Tettu (Ramayapatnam)

11 1305.817 1x7.5m 3.5 2 x 13.50m Ravuru

12 1311.900 1x7.5m 3.5 2 x 13.50m Maddurupadu

13 1322.000 1x7.5m 3.5 2 x 13.50m Musnur

14 1328.890 1x12m 3.5 2 x 13.50m Gauravaram

15 1333.265 1x12m 3.5 2 x 13.50m Kadanutala

16 1334.750 1x12m 3.5 2 x 13.50m Kadanutala

17 1340.650 1x7.5m 3.5 2 x 13.50m Ulavapadu

18 1350.315 1x7.5m 3.5 2 x 13.50m Racharlapadu

19 1353.500 1x12m 3.5 2 x 13.50m Regadichilaka

20 1355.713 1x7.5m 3.5 2 x 13.50m Buddavaripalem

21 1365.300 1x7.5m 3.5 2 x 13.50m Kovuru Bus Stand

Pedestrian/Cattle Underpasses to be retained S. No

Structure No. / Chainage

Location Repair and Rehabilitation Measures

1 1224/1

1223+121

LHS &

RHS Provide boulder pitching on earth fill around abutments

2.7.9 Cart Tracks

Apart from vehicular underpasses and pedestrian underpasses, 3 m wide cart tracks have been

proposed for Ongole Bypass in order to facilitate the movement of cart across the highway

section. The location of cart tracks for Ongole Bypass has been listed in Table 2.8.

Table 2.8: Cart Tracks for Ongole Bypass

Chainage(km) Width (m) Length (km)

1.020 2.960 3 1.940

2.960 3.200 3 0.240



2-15

3.740 4.020 3 0.280

4.020 4.790 3 0.770

4.910 5.460 3 0.550

6.020 7.605 3 1.585

7.625 8.260 3 0.635

8.260 8.660 3 0.400

9.240 9.600 3 0.360

One side length of Cart Track 6.76 Both side length of Cart Track 13.52

2.7.10 Bridges

There are of 22 Major Bridges (Total length > 60.0 m), 108 Minor Bridges (6.0 m < Total Length

<60.0m), 6 ROBs, 4 underpasses/ cattle crossings and 586 culverts on the project road. At few

locations culverts have been provided for service roads. All the numbers of structures mentioned

above are for individual 2/3–lane carriageways. Palleru Bridge is the longest bridge on the

project road. 12 Number of bridges will be retained without widening, whereas 3 bridges will be

widened to 3-lane whereas for remaining 6 bridge locations additional 2-lane bridges are

proposed in the project. Apart from these one new 6-lane Major Bridge has been proposed on

new Ongole bypass.

There are 108 numbers of existing minor bridges in the project. Out of 108, 56 minor bridges will

be retained, 3 will be replaced with new 3 Lane bridge and 34 minor bridges will be widened to 3

lane. It has been proposed to construct 11 new bridges (10 on Service road and 1 a bridge

parallel to existing Bridge).On proposed Ongole bypass construction of 4 new minor bridges have

been proposed 2 on main alignment and 2 on service roads.

2.7.11 Rail Over Bridge (ROB)

There are 4 Rail over Bridge exist in the project stretch. Out of these 3 will be retained with

repairs whereas one ROB will be replaced. 2 new ROBs have been proposed on new Ongole

bypass. The details of ROB are given in Annexure-2.3.

2.7.12 Culverts

There are 586 culverts along the entire project road out of which 54 numbers of culverts will be

replaced with new 3-lane culverts, 536 culverts will be widened to 3-lane and a total number of

16 additional culverts will be provided in the main section. 2 new culverts have been proposed

for new Ongole bypass.

2.7.13 Toll Plazas

Existing Toll plazas

There are three toll plazas along the project corridor. The details of the existing toll plazas are

given in Table 2.9.

Table 2.9: Existing Toll Plazas

S. No. Chainage Toll Section Remarks

1 Km 1200 Bollapalli Km 1182.802 to Km 1253.75 (70.948km)

Chilakaluripet – Ongole

2 Km 1264 Km 1253.75 to Km 1322.750 (69km) Ongole – Kavali



2-16

S. No. Chainage Toll Section Remarks

Near Tangutur

3 Km 1344.45 Sunnambatti**

Km 1322.750 to Km 1383.713 (61km*) Kavali - Nellore

Proposed Toll Plaza Locations

The current project length is about 183.7km and going by the norm of one toll plaza in every 60-

80km the appropriate number of toll plazas works out to 2-3. However, considering the location

of major towns and travel pattern along the corridor 4 toll plazas would be required. If 4 toll

plazas are planned, the spacing of toll plazas will be reduced as two toll plazas are required to be

placed in Chilakaluripet-Ongole section (70km) itself (considering the travel pattern). Thus the

number toll plazas cannot be more than 3. This leaves with the option of placing one toll plaza

each in the following sections:

Chilakaluripet – Ongole (includes the Ongole Bypass section)

Ongole – Kavali

Kavali - Nellore

The recommended locations for toll plaza and tolling sections are presented in Table 2.10.

Table 2.10: Proposed Toll Plaza Locations

S. No.

Tolling Section

Tolling Section Length, km

Location Inter-Toll Plaza Distance, Km

Toll Lanes Remarks

1 Chilakaluripet – Ongole

60.695 and Ongole bypass of length 10.125 Km

Km 1200 (Bollapalli)

80.4 6+6 Lanes Existing Location

2 Ongole – Kavali

69.0 Km 1264, Tangutur

64 6+6 Lanes Existing Location

3 Kavali – Nellore

43.8 Km 1326 (Masnuru)

62 6+6 Lanes New Location

2.7.14 Facilities and Services to the Users Bus Bays

There are as many as 92 bus bay and bus bays with shelters exist along the project highway for

the safety of Pedestrian movement. It is also felt that a few more bus bays with shelters are

required at some places. All these bus bays will be utilized for widening into 6-lane and new bus

bays will be constructed on the outer side of the proposed service lane near the existing

locations. A total number of 126 new Bus Bays with Shelters have been proposed at different

locations. The list of those proposed bus bays with shelters is presented in Annexure 2.4.

Truck Lay byes cum Rest Areas

At present no truck laybyes is provided in the project stretch. New Truck laybyes cum rest areas

has been proposed at the 3 locations, the details of which are given in Table 2.11 along the

project corridor.



2-17

Table 2.11: Truck Lay-Bys cum Rest Area

S. No. Chainage (Km) LHS Chainage (Km) RHS

Prakasam District

1 1185.430 1185.050

2 1256.170 1264.560

Nellore District

3 1329.510 1331.170

Wayside Amenities

For the road user, wayside amenities such as drinking water, telephone booths, bus shelters and

road side rest areas are of value. The industrialisation and socio-economic development has

increased the use of telephones. Telephone booths are often available in urban areas but their

provision along highway would also be beneficial. Road side rest areas are essential for long

distance road travellers of main highway. Long distance journey’s cause driver fatigue resulting

in poor driving and increase in driver reaction time. In India such services are starting to be

provided but more are needed. To promote safer driving, drivers should be encouraged to have

adequate rest when they feel tired. The existing wayside amenity centres and proposed new

wayside amenities location are given below (Table 2.12).

Table 2.12: Proposed Wayside Amenity locations S. No. LHS RHS

Prakasam District 1 1185430 1185050

2 1256170 1264560

Nellore District 3 1329510 1331170

Street Lighting

The number of urban and habituated area is along the project highway. At present no street

lights have been provided on the highways section in this stretch. The street light has been

proposed along the town/ villages for safe movement of traffic on the service road. The proper

lighting has been proposed at all Pedestrian Subway & Underpass, Vehicular Underpasses.

The all entry exit ramps along the project highway should be properly lighted. The lighting

system has been proposed at all the bus shelters and the rest area. Table 2.13 depicts the

proposed location of street lighting provision in the project stretch.

Table 2.13: Proposed Locations of Street lighting

Locations of Street lighting S.

No. Village/town Name Chainage

Length (m) From To

1 Marturu 1185.8 1192 6200

2 Konanki 1195.4 1196.6 1200

3 Muppavaram 1204.2 1205.6 1400

4 Jagarlamudivaripalem 1207.38 1207.7 320

5 Redangivaram 1208.6 1209.7 1100

6 Korispadu 1214.3 1214.7 400

7 Thimmanapalem 1223 1224 1000

8 Gullapalli 1226.5 1227.8 1300



2-18

9 Maddipadu 1230.4 1232.7 2300

10 Kostalu 1233.4 1234.2 800

11 Yedugutlapadu 1240.5 1241.45 950

Start of Ongole Bypass 12 Flyover/VUP 0.68 0.78 100

13 PUP 2.96 3.06 100

14 VUP 5.71 5.81 100

15 PUP 8.16 8.26 100

16 Flyover 9.71 9.81 100

End of Proposed Bypass 17 Pelluru 1252.2 1253.1 900

18 Valluru 1256.4 1256.7 300

19 Sorareddypalem 1257.5 1257.8 300

20 Kalika Bitragunta 1270.3 1271 700

21 Karadu 1283.7 1284.1 400

22 Chagallu 1294.6 1294.9 300

23 Mocharla 1300.2 1300.8 600

24 Tettu 1301.4 1302.4 1000

25 Ravuru 1304.2 1304.7 500

26 Maddurupadu 1311.8 1313.5 1700

27 Gauravaram 1328.5 1329.3 800

28 Kadumetla 1332.9 1333.7 800

29 Bogollu 1336.3 1337.1 800

30 Ullavapadu 1340 1340.6 600

31 Sunnabhatti 1345.8 1346.6 800

32 Racharlapadu 1350.1 1350.5 400

33 Regadachilaka 1353 1354.3 1300

34 Boddavaripalem 1355.08 1355.42 340

35 Naidupalem 1356.8 1357.5 700

Total Length (m) 31610

Highway Lighting

The High mast lighting has been proposed at the following location along the project highway:

Table 2.14: Proposed Locations of Highway Lighting

\

S. No. Chainage Location 1 1200.000 Bollapalli Toll plaza

2 1218.100 Medarametla / Addanki Jn.

3 1240.000 Chirala Jn.

Start of Proposed Ongole Bypass 4 0150.000 Ongole City outskirts(Bypass start)

5 0975.000 Ongole City outskirts(Bypass End)

End of Proposed Ongole Bypass 6 1264.000 Tangaturu Toll Plaza

7 1326.000 Masunuru Toll Plaza



2-19

Pedestrian Guard Railing

The pedestrian guard railing between the service road and the main carriageway has been

proposed along the urban sections and the villages/towns area along the project highway for the

safe movement of the pedestrian traffic. The railing is not required along the length of villages

where the underpasses have been proposed.

The pedestrian guard rails has been proposed between the nearest at grade junction and the bus

stop for the safe movement of the pedestrian traffic. Table 2.15 presents the locations of

proposed guard railing in the project stretch.

Table 2.15: Proposed Locations of Pedestrian Guard Railing

S. No. Chainage (km)

Length (m) From To

Prakasam District 1 1185.800 1187.860 2060

2 1188.720 1193.000 4280

3 1195.450 1195.618 168

4 1196.093 1196.250 157

5 1204.000 1204.651 651

6 1230.750 1231.254 504

7 1231.752 1232.260 508

8 1239.500 1239.763 263

9 1252.300 1252.458 158

10 1252.870 1253.000 130

11 1256.406 1257.000 594

Nellore District 12 1312.106 1313.574 1468

13 1328.400 1328.653 253

14 1329.128 1329.400 272

One side length 11466 Both side length 22932

Crash Barrier

About 21km of concrete crash barrier exists as Service Road and main carriageway separator or

at bridge approaches. The metal beam crash barrier exists at high embankment and bridge

locations for a length of 19km.

The W beam/ concrete safety barrier has been proposed along the project highway at following

locations:

Where the embankment height is 3m or more

Where the embankment is retained by retaining structure

Where the median is less than 4.5m

Both side approach for the Minor & Major Bridges

At sharp horizontal curves locations



2-20

2.7.15 Traffic Sign and Pavement Marking

The gantry sign mounted on post indicating the village name and the important road it would lead

to at all exit locations. The position of these signs should meet the requirement of the IRC 67 and

Manual for six laning. The pavement marking along the project highway should meet the

requirement of the IRC 35 and Manual for six laning. The proper zebra marking has been proposed

at the Underpass locations for safe crossing of the pedestrian traffic. The safety features such as

delineators, cat’s eyes, hazard markers and safety barrier at hazardous locations has been proposed

on the project highway.

2.8 Typical Cross Section:

The proposed ROW is 66m in rural section where as 45 m in urban builtup areas. At number of

places service lanes, crass barriers have been provided. Based on widening proposal and facilities

typical cross sections have been developed to depict the proposed widening at different locations.

In all the 6 Reserved forest pockets which are located adjacent to the existing ROW, it has been

proposed to widened the highway section within available ROW by providing retaining wall/

toewalls. Typical cross sections have been given below as Figure 2.4a, 2.4b, 2.4c, 2.4d, 2.4e.



2-21

Figure 2.4 a: Typical Cross Section



2-22

Figure 2.4 b: Typical Cross Section



2-23

Figure 2.4 c: Typical Cross Section



2-24

Figure 2.4d: Typical Cross Section in Reserved Forest Section

Proposed Cross Section of 6-Lane Carriageway Type-1 with toe wall in Forest Section where sufficient ROW is not available



2-25

Figure 2.4e: Typical Cross Section in Reserved Forest Section

Proposed Cross Section of 6-Lane Carriageway Type-1 with 2.4m high fencing and RCC retaining wall in Forest Section where sufficient ROW is not available



EIA Report

Project Description (Annexure 2.1)

ANNEXURE-2.1

VILLAGEWISE AND DISTRICTWISE LAND AREA TO BE ACQUIRED WITHIN PROPOSED ROW THE PROJECT

A. Main Alignment

S.NO NAME OF VILLAGE NAME OF TALUK

AREA REQUIRED (in Sqmts)

OWNERSHIP (in Sqmts)

PRIVATE GOVERNMENT

DISTRICT - GUNTUR 1 Tatipudi Chilakaluripet 4612 3155 1457

2 Murikipudi 1007 567 440

TOTAL LAND IN SQ. MTS 5619 3722 1897 TOTAL LAND IN Ha 0.5619 0.3722 0.1897

DISTRICT - PRAKASAM 1 Rajupalem Marturu 11516.56 10969.60 546.96

2 Marturu 17554.44 16125.36 1429.08

3 Zonnatali 2752.64 2752.64 0

4 Isuka Darsi 20236.40 16370.32 3866.08

5 Konanki 23336.72 20928.16 2408.56

6 Lakkavaram 3157.44 3157.44 0

7 Bollapalli 14066.80 9877.12 4189.68

8 Kondamanjuluru J. Pangulur 29734.44 25767.40 3967.04

9 Baitamanjuluru 15382.40 12611.56 2770.84

10 Muppavaram 22710.72 15236.32 7474.4

11 Renangivaram 30086.76 25816.12 4270.64

12 Alavalapadu 11071.28 10241.44 829.84

13 Pichikulagudipadu 33344.23 24560.07 8784.16

14 Kondamur 19470.88 8228.32 11242.56

15 Addanki Korisapadu 2712.16 1862.08 850.08

16 Korisipadu Addanki 7956.92 7289.00 667.92

17 Bodduvaripalem Korisapadu 52330.52 38911.40 13419.12

18 Gundlapalli 66286.92 65174.92 1112

20 Maddipadu Maddipadu 29035.80 25273.36 3762.44

21 Seetharamapuram 22992.64 22709.28 283.36

22 Doddavarppadu 33203.72 30855.84 2347.88

23 Edugundlapadu 65467.96 61824.76 3643.2

24 Valluru Tangutur 42382.56 36189.12 6193.44

25 Thurpu Naidu palem 2995.52 2104.96 890.56

26 Valluru Kavali Manyam 3177.68 2894.32 283.36

27 Tanguturu 45904.68 35157.24 10747.44

28 Vaviletipadu Jarugumalli 7626.08 6371.20 1254.88

29 Bitragunta 41382.36 37298.60 4083.76

30 Kalikivaya Singarayakonda 6254.16 4371.84 1882.32

31 Mulaguntapadu 30862.64 23920.32 6942.32

32 Konumalla 15058.56 14086.04 972.52

33 Somarajupalli 3177.68 445.28 2732.4



EIA Report


S.NO NAME OF VILLAGE NAME OF TALUK

AREA REQUIRED (in Sqmts)

OWNERSHIP (in Sqmts)

PRIVATE GOVERNMENT

34 Singarayakonda Singarayakonda 37636.88 21853.08 15783.8

35 Karedu Ulavapadu 91120.48 89815.92 1304.56

36 Kollurupadurajupalem 82988.40 47689.82 35298.58

37 Chagollu 36023.20 29951.20 6072

38 Veerepalli 18944.64 14775.20 4169.44

39 Mocherla Gudlur 89624.60 35796.32 53828.28

40 Chevuru 32386.92 4621.40 27765.52

TOTAL LAND IN SQ. MTS 1121955.4 863884.4 258071.0

TOTAL LAND IN Ha 112.1955 86.3884 25.8071 DISTRICT - SPSR NELLORE

1 Rudrakota Kavali 42527 6814 35713

2 Musurnuru 36233 32073 4160

Kavali Bit-II 22687 11808 10879

3 Kavali Bit-I 26114 23649 2495

4 Maddurupadu 13736 6696 7040

5 Gowravaram 56082 35787 20295

6 Allimadugu Bogole 29652 18595 11057

7 Kovurupalli 33761 10200 23561

8 Bogole 21580 6612 14968

9 Ulavapalla Dagadarti 41524 11258 30266

10 Ananthavaram 30433 15777 14656

11 Kottapalli Kavuragunta 111491 51918 59573

12 Talamanchi Kodavalur 121008 85615 35393

13 Bodduvaripalem 64325 40305 24020

14 Gandavaram 26183 20939 5244

15 Rajupalem 9942 9451 491

16 Kovur Kovur 45367 45367 0

TOTAL LAND IN SQ. MTS 732645 432864 299811 TOTAL LAND IN Ha 73.2645 43.2864 29.9811

GRAND TOTAL IN SQ. MTS 1860219 1300470 559779 GRAND TOTAL IN Ha 186.0219 130.047 55.9779

B. Proposed New Ongole Bypass

S.NO NAME OF TALUK

NAME OF VILLAGE AREA REQUIRED (in Sqmts)

REMARKS

DISTRICT - PRAKSAM

1 Ongole Pelluru 219150.28 Area includes main

alignment and bypass

2 Annavarampadu 137751.87

3 Koppole 212154.93

4 Muktinuthalapadu 244309.03

5 Throvagunta 36208.05 Area includes main

alignment and bypass

TOTAL LAND IN SQ. MTS 849574.16

TOTAL LAND IN Ha 84.9574



EIA Report


ANNEXURE-2.2

A. EXISTING SERVICE ROADS ALONG PROJECT HIGHWAY SECTION S.No. Chainage (km) Length (m) Side Carriageway

Width(m) Place

From To PRAKASAM DISTRICT

1 1186.760 1189.100 2340 LHS 5.5 Marturu

2 1187.480 1189.100 1620 RHS 5.5 Marturu

3 1189.480 1191.780 2300 LHS 5.5 Marturu

4 1189.480 1189.680 200 RHS 5.5 Marturu

5 1195.580 1196.480 900 Both Side 5.5 Konanki

6 1201.480 1202.380 900 LHS 5.5 Kondamanjuluru

7 1203.790 1205.05 1260 LHS 5.5 Muppavaram

8 1230.700 1232.200 1500 RHS 5.5 Maddipadu

9 1240.700 1241.250 550 LHS 5.5 Yedugutlapadu

10 1240.700 1241.490 790 RHS 5.5 Yedugutlapadu

Total aggregate length 13.260 km

B. PROPOSED SERVICE/SLIP ROADS DETAILS Chainage(km)

Place Carriageway Width including signage (m)

Length (km) From To

A. GUNTUR DISRICT NIL NIL

B. PRAKASAM DISTRICT

1185.800 1187.860 RAJUPALEM/MARTURU 7.5 2.06

1187.860 1188.043 MARTURU 7.5 0.183

1188.043 1188.537 MARTURU 7.5 0.494

1188.537 1188.720 MARTURU 7.5 0.183

1188.720 1193.000 MARTHUR ZONNATALI ISUKA

DARSI 7.5 4.28

1193.000 1193.461 ISUKA DARSI 7 0.461

1193.461 1193.900 ISUKA DARSI 7.5 0.439

1195.450 1195.618 KONANKI 7.5 0.168

1195.618 1196.093 KONANKI 7.5 0.475

1196.093 1196.250 KONANKI 7.5 0.157

1201.790 1201.803 KONDAMANJULURU 7 0.013

1201.803 1202.278 KONDAMANJULURU 7.5 0.475

1202.278 1202.290 KONDAMANJULURU 7 0.012

1204.000 1204.651 MUPPAVARAM 7.5 0.651

1204.651 1205.149 MUPPAVARAM 7.5 0.498

1207.148 1207.613 MUPPAVARAM 6 0.465

1209.370 1209.371 RENANGIVARAM 7 0.001

1209.371 1209.869 RENANGIVARAM 7.5 0.498

1209.869 1209.870 RENANGIVARAM 7 0.001

1214.814 1215.226 ADDANKI 6 0.412

1217.800 1218.249 KORISAPADU 7.5 0.449

1218.249 1218.300 KORISAPADU 7 0.051

1226.740 1227.261 GUNDALAPALLI 6 0.521

1230.750 1231.254 MADDIPADU 7.5 0.504

1231.254 1231.752 MADDIPADU 7.5 0.498



EIA Report


Chainage(km) Place Carriageway Width

including signage (m) Length (km) From To

1231.752 1232.260 MADDIPADU 7.5 0.508

1238.450 1238.474 EDUGUNDLAPADU 7 0.024

1238.474 1238.826 EDUGUNDLAPADU 7.5 0.352

1238.826 1239.500 EDUGUNDLAPADU 7 0.674

1239.500 1239.763 EDUGUNDLAPADU/THAROVAGUNTA

7.5 0.263

1239.763 1240.327 THAROVAGUNTA 7.5 0.564

1240.500 1241.450 THAROVAGUNTA 7 0.950

START OF PROPOSED ONGOLE BYEPASS 0.000 0.400 THAROVAGUNTMAMIDIPALEM 7 0.400

0.400 1.020 PELLURU 7.5 0.620

5.460 6.020 PELLURU 7.5 0.560

9.600 10.125 PELLURU 7.5 0.525

END OF PROPOSED ONGOLE BYEPASS 1252.300 1252.458 PELLURU 7.5 0.158

1252.458 1252.870 PELLURU 7.5 0.412

1252.870 1253.000 PELLURU 7.5 0.130

1255.950 1255.994 VALLURU 5.5 0.044

1255.994 1256.406 VALLURU 6 0.412

1256.406 1257.000 VALLURU 7.5 0.594

1257.475 1257.975 VALLURU 7 0.500

1260.025 1260.026 THURPUNAIDUPALEM 7 0.001

1260.026 1260.524 THURPUNAIDUPALEM 7.5 0.498

1260.524 1260.525 THURPUNAIDUPALEM 7 0.001

1264.398 1264.423 TANGUTURU 7 0.025

1264.423 1264.873 TANGUTURU 7.5 0.450

1264.873 1264.898 TANGUTURU 7 0.025

1265.945 1265.946 TANGUTURU 7 0.001

1265.946 1266.444 TANGUTURU 7.5 0.498

1266.444 1266.445 TANGUTURU 7 0.001

1267.150 1267.151 TANGUTURU 7 0.001

1267.151 1267.649 TANGUTURU 7.5 0.498

1267.649 1267.650 TANGUTURU 7 0.001

1270.681 1271.120 BITRAGUNTA 6 0.439

1273.450 1273.489 MULASANTAPADU 7 0.039

1273.489 1273.912 MULASANTAPADU 7.5 0.423

1273.912 1273.950 MULASANTAPADU 7 0.038

1277.837 1277.852 KANUMALLA 7 0.015

1277.852 1278.322 KANUMALLA 7.5 0.470

1278.322 1278.337 KANUMALLA 7 0.015

1279.935 1279.936 SOMARAJUPALLE 7 0.001

1279.936 1280.434 SOMARAJUPALLE 7.5 0.498

1280.434 1280.435 SOMARAJUPALLE 7 0.001

1287.770 1287.914 KOLLURUPADU RAJUPALEM 5.5 0.144

1287.914 1288.326 KOLLURUPADU RAJUPALEM 6 0.412

1297.286 1297.698 VEERAPALLI/ MOCHERLA 6 0.412

1301.272 1301.316 MOCHERLA 5.5 0.044

1301.316 1301.728 MOCHERLA 6 0.412

1301.728 1301.772 MOCHERLA 5.5 0.044



EIA Report


Chainage(km) Place Carriageway Width

including signage (m) Length (km) From To

1305.600 1305.659 CHEVURU 5.5 0.059

1305.659 1305.976 CHEVURU 6 0.317

1305.976 1306.000 CHEVURU 5.5 0.024

C. NELLORE DISTRICT 1309.690 1310.211 RUDRAKOTA 6 0.521

1311.694 1312.106 MADDARUPADU 7.5 0.412

1312.106 1313.574 MADDARUPADU 7.5 1.468

1313.574 1314.049 KAVALI 7.5 0.475

1314.049 1314.311 KAVALI 7 0.262

1318.900 1319.350 KAVALI 7 0.450

1321.800 1321.808 MUSUNURU 5.5 0.008

1321.808 1322.192 MUSUNURU 6 0.384

1322.192 1322.200 MUSUNURU 5.5 0.008

1323.690 1324.211 MUSUNURU 7.5 0.521

1328.400 1328.653 GAURAVARAM 7.5 0.253

1328.653 1329.128 GAURAVARAM 7.5 0.475

1329.128 1329.400 GAURAVARAM 7.5 0.272

1333.015 1333.040 ALLIMADUGU 5.5 0.025

1333.040 1333.490 ALLIMADUGU 6 0.450

1333.490 1333.515 ALLIMADUGU 5.5 0.025

1334.500 1334.513 KOVVURUPALLI 5.5 0.013

1334.513 1334.988 KOVVURUPALLI 6 0.475

1334.988 1335.000 KOVVURUPALLI 5.5 0.012

1336.250 1336.349 ALLIMADUGU 7 0.099

1336.349 1336.892 ALLIMADUGU/ BHOGAVOLU 7.5 0.543

1336.892 1337.250 BHOGAVOLU 7 0.358

1339.900 1340.431 ULAVAPALLE 5.5 0.531

1340.431 1340.870 ULAVAPALLE 6 0.439

1345.720 1346.241 KAVULAGUTTA 6 0.521

1350.065 1350.109 TALAMANCHI 5.5 0.044

1350.109 1350.521 TALAMANCHI 6 0.412

1350.521 1350.565 TALAMANCHI 5.5 0.044

1352.900 1353.275 TALAMANCHI 7 0.375

1353.275 1353.725 TALAMANCHI/ BUDDUVARIPALEM

7.5 0.450

1353.725 1355.100 BUDDUVARIPALEM 7 1.375

1355.507 1355.919 BUDDUVARIPALEM 6 0.412

1355.919 1356.013 BUDDUVARIPALEM 5.5 0.094

1356.575 1356.576 BUDDUVARIPALEM 7 0.001

1356.576 1357.074 BUDDUVARIPALEM 7.5 0.498

1357.074 1357.075 BUDDUVARIPALEM 7 0.001

1358.679 1359.222 BUDDUVARIPALEM/ GANDAVARAM

7.5 0.543

1360.189 1360.732 GANDAVARAM/ RAJUPALEM 7.5 0.543

1365.068 1365.533 KOVUR 6 0.465

1365.533 1365.600 KOVUR 5.5 0.067

1365.920 1366.480 KOVUR 7.5 0.560

One side length of Service/Slip Road 42.330

Both side length of Service/Slip Road 84.660



EIA Report


DETAILS OF RAIL OVER BRIDGE (ROB)

ANNEXURE-2.3

(a) Rail Over Bridges (ROBs) to be retained with repair

S. No

Structure No. / Chainage Location Repair and Rehabilitation Measures

1 1306/3 LHS Spalling i n s uperstructure, abut ments an d p iers, dr ainage s pout

pipes ending at soffit slab level.

RHS Drainage spout gratings missing, raise height of median side crash barrier

2 1342/3 LHS Repair approach slab settlement

3 1366/6 LHS Repair ap proach s lab s ettlement, r epair d amage i n c oncrete

around expansion joints, repair / replace damaged safety kerb

RHS Spalling in pier / abutment cap, Expansion joints have failed, drainage spout pipes are corroded.

(b) Rail Over Bridges (ROBs) to be replaced

S. No.

Structure No. /

Chainage

Location

New structure Details Span (No. x

Length m)

Deck (m) Imp. Code

1 1342/3 RHS 2 x 31 (Skew) 15.00

Replace the existing old 2 lane ROB with new 3 lane ROB with vertical and horizontal clearances as per r ailways r equirements f or dedicated freight corridor

(c) NEW 6 Lane Rail Over Bridges (ROBs) for Ongole Bypass

S. No

Chainage (km) Type Span Arrangement

(m) Minimum Vertical

Clearance (m) Total Width

(m)

1 3+450 ROB 9x25+3x35+9x25 8.4 2 x 15.0m

2 8+970 ROB 10x25+3x35+9x25 8.4 2 x 15.0m



EIA Report


ANNEXURE-2.4

CHAINAGEWISE LOCATION OF PROPOSED BUS BAYS WITH BUS SHELTER

S. No Chainage

(Km) Direction

LHS RHS 1 1185.521

RHS

2 1185.557 LHS

3 1187.771

RHS

4 1187.922 LHS

5 1189.107

RHS

6 1189.16 LHS

7 1192.35

RHS

8 1192.35 LHS

9 1193.6

RHS

10 1193.75 LHS

11 1198.939

RHS

12 1198.976 LHS

13 1200.54

RHS

14 1200.848 LHS

15 1201.95

RHS

16 1202.678

RHS

17 1202.957 LHS

18 1205.29

RHS

19 1205.36 LHS

20 1207.25

RHS

21 1207.82 LHS

22 1209.13

RHS

23 1209.8 LHS

24 1210.568

RHS

25 1211.277

RHS

26 1211.592 LHS

27 1214.58

RHS

28 1215.15 LHS

29 1217.894

RHS

30 1218.209 LHS

31 1223.333

RHS

32 1223.37 LHS

33 1223.908

RHS

34 1224.03 LHS

35 1226.885

RHS

36 1227.122 LHS

37 1228.039

RHS

38 1229.864

RHS

39 1229.87 LHS

40 1231.21 LHS

41 1231.755

RHS

42 1232.18 LHS

43 1233.394

RHS

44 1233.773 LHS

45 1234.454

RHS

46 1235.056

RHS

47 1236.161 LHS

48 1236.706

RHS

49 1238.2 LHS

50 1238.195

RHS

S. No Chainage

(Km) Direction

LHS RHS 51 1239.887

RHS

52 1239.922 LHS

53 1240.762 LHS

54 1240.872

RHS

55 1252.387

RHS

56 1252.424 LHS

57 1256.51 LHS

58 1257.73

RHS

59 1257.73 LHS

60 1260.05

RHS

61 1260.45 LHS

62 1263.1 LHS

63 1263.1

RHS

64 1265.73 LHS

65 1266.85

RHS

66 1268.15 LHS

67 1268.333

RHS

68 1271.139

RHS

69 1273.2 LHS

70 1274.15

RHS

71 1277.63 LHS

72 1278.55

RHS

73 1280.7 LHS

74 1282.02

RHS

75 1283.879

RHS

76 1285.8

RHS

77 1287.95 LHS

78 1288.2

RHS

79 1300.433

RHS

80 1300.513 LHS

81 1302.042

RHS

82 1302.079 LHS

83 1304.382

RHS

84 1304.419 LHS

85 1306.143

RHS

86 1307.075 LHS

87 1309.71 LHS

88 1310.45

RHS

89 1310.759 LHS

90 1312.141 LHS

91 1313.3 LHS

92 1313.3

RHS

93 1328.809 LHS

94 1332.138

RHS

95 1332.175 LHS

96 1334.88

RHS

97 1334.86 LHS

98 1336.38 LHS

99 1336.859

RHS

100 1340.560 LHS



EIA Report


S. No Chainage

(Km) Direction

LHS RHS 101 1340.500

RHS

102 1342.804

RHS

103 1343.444

RHS

104 1343.787 LHS

105 1344.629

RHS

106 1344.666 LHS

107 1345.970 LHS

108 1346.150

RHS

109 1349.840

RHS

110 1350.591 LHS

111 1353.081

RHS

112 1353.243 LHS

113 1353.799

RHS

S. No Chainage

(Km) Direction

LHS RHS 114 1353.943 LHS

115 1355.952

RHS

116 1355.989 LHS

117 1356.739 LHS

118 1356.807

RHS

119 1357.222 LHS

120 1357.261

RHS

121 1358.800 LHS

122 1359.100

RHS

123 1362.787

RHS

124 1362.871 LHS

125 1365.389

RHS

126 1365.200 LHS

6-Laning of Chilakaluripet to Nellore Section of NH- 5 in

the State of Andhra Pradesh

EIA Report

Description of Environment

3-1

CHPTER 3.0

DESCRIPTION OF ENVIRONMENT

This chapter reviews the existing conditions of the natural, cultural, economic and social

environments within the project area. Scope of this exercise was 15 kilometers on both sides

from the centre of the road as per guidelines of Ministry of Environment and Forests,

Government of India. However, the focus of the study was on the areas within and directly

adjacent to the corridor of impact and ROW. The review of the environmental status within the

project corridor is mainly based on the secondary information collected from various sources

followed by field surveys of the project area. All the data have been collected and collated to

identify a general environmental condition within the project catchment area and major

environmental issues to be taken care off during the design as well project implementation

phase.

3.1 Physical Environment

3.1.1 Physiography

Project stretch of NH-5, starts at Km 1182+802 Tatapudi village of Chilakaluripet and

terminates at km1366+547 at Kovour near Nellore covering a total length of 183.7 Km and a

new bypass at Ongole which has additional length of 10.125km. The project stretch traverses

through Marturu, Martelmata, Maddipadu,Ongole, Bitragunta, Gudlur in Prakasam District and

Maddurupadu, Bogole and Kovour in Nellore District apart from other villages enroute. In

Guntur district the project length is only 1.079 km (Km 1182+802 to Km 1183+881) and there

is no settlement along the project section. The geographical extension of the project road

section is between 16°5’ N & 14°26' N latitude and 80°10' E & 79°58' E Longitude between

Chilkaluripet to Kovour village near Nellore. The project road is located over flat terrain with

mean elevation varying between 10 m to 40m. However some interspersed small hillocks can

also be observed around the project stretch. The entire area normally shows a general slope

from right to left. The project road intersects a number of rivers, nallas, local streams and

canals. The prominent rivers crossing the project stretch are Mudigundi, Musi, Paleru, Maneru

and Pyderu. Most of these rivers and nallah are rainfed. All the drains and River flow from

right to left of the project corridor.

3.1.2 Geology and Seismicity

The geological formations in the project area vary widely ranging from the oldest Archaeans to

the recent laterites and alluvium. The major rock formations in the study area are in the form

of broad belts disposed of in north North West - South South East direction. The geological

succession met within the study area is as follows:

Age Rock formation Recent and sub-recent Recent deposits, older alluvium, and laterite

Mio-Plliocene Cuddalore sandstones,

Mid Triassic to lower cretaceous Upper Gondwanas, sand stones, and shales

Upper Pre-Cambrian Upper Cuddapatis, Nallamalai series (cumbum shales,

slates, and quartzites)

Archaean / sharwars Closepet granite, Penisular gneisses and pegmatite, basic dykes and hornblende schists.



EIA Report


3-2

The study area is composed of rocks of pre-cambrian age. The geology of the area is

composed of Dharwar gneisses and schists, peninsular gneisses and charnockites. The

boundary between the charnockitic and the non-charnockitic region stretches into the area.

The charnockitic region differs from the non-charnockitic by not only in the presence of

charnockitic but also in the several form of metamorphism which has affected the schists in the

immediate vicinity of the charnockite exposures.

Dharwar rocks exposed in the area have a trend of northwest - southeast. These rocks are

mostly made of chloritic, biotite and hornbendic schists. The folliated gneiss in the area

includes schist complex, the rocks of which consist largely of well foliated biotite schists and

hornblendic schists. Besides, quartzite bands are present in these rocks. Biotite schists and

quartzites are replaced by hornblende rocks in the area north of river Pennar. There are two

prinicipal sets of dykes, one running north north west-south south east and the other east

north east - west south west. The latter set of dyke is considered to be of cuddapah age and

the former of Archaean age. Charnockites associated with pegmatite, widely distributed in parts

of the area, form the major chunk of the eastern ghat province, the general trend of these

rocks is northeast-southwest. The charnockitc are hypersthene bearing granitic rocks composed

of blue quartz and feldspars. Another rock of importance found in south and south western side

of the area is pegmatite. These rocks occur in the form of viens, coarse grained, and are rich in

muscorite mica.

The underlying geology is a significant factor in determining the susceptibility to earthquakes of

structures standing above ground.

The project area falls under Seismic Zone –III which are moderately active in nature. A few

earthquakes being reported in the area in past but the intensity remained below rector scale 6.

3.1.3 Soils

The project influence area is largely located in a flat land. In general the soil along the road

alignment is alluvial, reddish to whitish in color and loam to sandy loam in texture. The soils

are neutral to moderately alkaline with accumulation of calcium in the form of lime at varying

depths and sizes.

Soil analysis has been carried out for different soil samples collected from different locations

along the project alignment to understand the Soil characteristics along the project road. Six

numbers of soil samples from adjacent agricultural land were collected in the month of

January, 2011 ranging from distance of 15 m to 30 m from NH-5 and from the alignment of

proposed Ongole Bypass. The soil sampling for proposed Ongole is done near NTR colony,

which is 2.5 Km from main alignment of NH-5. The soil sampling locations with respect to the

project road has been presented in Table 3.1 and Figure 3.1.

Table 3.1: Soil sampling location along the project road

Sl. No.

Locations Chainage (Km)

Distance from NH-5 (meter)

Description of Site

1 Marturu 1187 15 Agriculture Land

2 Maddipadu 1232 15 Agriculture Land

3 Proposed Ongole

Bypass

Near NTR

Colony

2500 Agriculture Land

4 Bitragunta 1270 20 Agriculture Land

5 Kavali Bypass 1324 25 Agriculture Land

6 Kovour 1366 30 Agriculture Land



EIA Report


3-3

The analysis results reflect that the soil is slightly alkaline with pH ranging from 7.32 to 7.98

along the project road. The soil texture is Silt loam, Loam, Sandy Clay Loam, Clay and Loam

along the project road. The Nitrogen content is in the range of 0.09 mg /Kg to 1.92 mg /Kg for

different locations along the project road. The physico chemical characteristics of soils along

the project corridor within the influence zone are presented in the following Table 3.2.

Table 3.2: Physico-chemical Characteristics of Soil along the Project Corridor

Parameters

Sample Locations S-1 S-2 S-3 S-4 S-5 S-6

Marturu Maddipadu Proposed Ongole Bypass

Bitragunta Kavali Bypass

Kovour

pH 7.98 7.62 7.32 7.72 7.16 7.89

Electrical Conductivity

0.336 0.274 0.314 0.211 0.286 0.311

Texture Silt loam Loam Sandy clay loam

Silt loam Clay Loam

Sand%

Silt% Clay%

17.53 45.84 60.58 8.258 21.39 36.42

69.75 37.13 12.06 78.18 9.04 48.58

12.72 17.03 27.36 13.56 69.57 15.00

Moisture retention

capacity%

49.67 46.07 34.06 52.20 53.76 37.58

Bulk Density (g/cm3)

1.31 1.25 1.28 1.31 1.36 1.12

Porosity (s·in2/dl) 45.14 49.38 61.26 49.18 41.27 51.21

Organic matter (%) 0.33 0.21 0.29 0.57 0.28 0.27

Nitrogen (mg /Kg) 0.12 0.09 0.15 1.92 0.13 0.08

Potassium (mg /Kg) 250.8 97.13 86.61 22.77 34.21 69.72

Phosphate (as P),

(mg /Kg)

42.63 83.48 90.46 45.30 51.59 22.34

Organic Carbon 0.58 0.36 0.51 0.98 0.47 0.46

Lead as Pb (mg

/Kg)

71.19 12.75 47.60 43.58 29.45 33.45

Iron as Fe, (mg /Kg)

36016.4 21844.7 14666.7 47548.3 25261.2 332220.2

Source: Primary Data Collection



EIA Report


3-4

Figure 3.1: Location Plan of Soil Samples along Project Corridor



EIA Report


3-5

3.1.4 Quarry site and Borrow Areas:

Quarry areas

Road construction requires earth, stones and sand. These raw materials are to be obtained

from surrounding areas, which are suitable from quality point of view The stone materials

including sand and granular ones are needed in large quantities for the pavement

construction. The other area of requirement is concrete structures which call for a good

quality stone.

The potential source for stone aggregates, sand and gravels has been identified which is

depicted in Figure 3.2a, Figure 3.2b and Figure 3.2c. The Metal quarries are hill quarry or

flat land quarry and are devoid of any significant environmental features. Sufficient quantities

of metals are available in these quarries. Earth-Gravels quarries are located either over

hillocks or flat barren of unirrigated agricultural lands. Some vegetations can be seen over

these lands but these vegetations are mainly bushy and no significant species were observed

at these borrow sites. The sand quarries are mainly riverbed sand quarries.

Borrow Areas

The soils to be used, as sub-grade, select sub-grade and shoulder materials need to be

hauled from designated borrow areas. Similar to the identification of suitable quarries,

suitable borrow areas for supply of soil to the new road formation will be identified by

concessionaire during project implementation. Based on the total requirement and availability

of each soil type, estimates of soil quantity to be obtained from each of the borrow areas will

be worked out in accordance with the National Standards, recommended by the Indian Roads

Congress (IRC).

In the selection of the borrow areas, care will be taken to ensure that:

Sufficient quantity of suitable soil is available from the borrow pit;

The borrow areas are as close to the project road as far as possible;

The loss of productive and fertile agricultural soil is minimum; and

There is minimum loss of vegetation.



EIA Report


3-6

Figure 3.2a: Identified Potential Quarry Sites for the Project



EIA Report


3-7

Figure 3.2b: Identified Potential Quarry Sites for the Project



EIA Report


3-8

Figure 3.2c: Identified Potential Quarry Sites for the Project



EIA Report


3-9

3.1.5 Climatic Conditions

Dry Tropical Climate prevails in the project area. The project area has tropical dry climate.

The summer season falls between March and May, South West Monsoon from June to

September and North east monsoon from October to December. May is the hottest month

whereas January is the coldest month in the project area. Maximum rainfall occurs in the

project area during North East Mosoon, i.e. between October to December. The summary of

climatological data collected from nearest observatory of India Meteorological Department is

presented below.

Atmospheric Temperature:

The climatological data for last 10 years have been collected from three IMD observatories

namely Ongole, Kavali and Nellore located in the project vicinity.The summary of last 10m

year data on mean month-wise atmospheric temperature and mean monthly rainfall during

last 10 years. i.e. from the year 2000 to year 2010 is presented in Table 3.3. From the table it

is evident that May is the hottest month in the project area whereas January is the coldest

month at all the three locations. The mean maximum temperature for last 10 years was 40°C

at Ongole in the month of May whereas the same recorded to 39.6°C and 40°C at Kavali and

Nellore observatory, respectively. During last 10 year May 2008 was recorded hottest month

when the highest maximum monthly mean temperature reached to 42.5°C against last 10

year average temperature of 40°C in the month of May at Ongole, whereas the same reached

upto 42.3°C at Kavali and Nellore against the last 10 year average May month temperature of

39.6°C and 40°C, respectively. The mean monthly minimum temperature for last 10 years

recorded as 20.1°C, 20.4°C and 21.2°C at Ongole, Kavali and Nellore observatory centre.

Table 3. 3: T he Month w ise average T emperature a nd Rainfall f or L ast 1 0 Y ears ( From 2000 to 2010)

Months Temperature (°C) Rainfall (mm)

Ongole Kavali Nellore Ongole Kavali Nellore Jan 31.1 20.1 29.9 20.4 30.1 21.2 10.6 29.3 22.7

Feb 32.8 21.5 31.8 21.5 32.3 22.2 31.8 15.6 1.3

Mar 34.7 24 34.1 23.9 35.1 24.2 27.4 15.5 9.7

Apr 36.8 26.3 36.7 26.3 37.7 26.6 16.8 11.2 10.2

May 40 28.1 39.6 28.5 40 28.9 96.3 48.6 41.6

June 38.3 27.9 37.8 28.4 38 28.7 70.6 60.5 37.2

July 35.9 27 36 27.2 36.2 27.5 78.5 67.9 76.8

August 35.1 26.4 34.9 26.5 35.3 26.9 101.7 87.2 95.4

September 34.9 25.8 34.6 26 35.1 26.6 135.5 108.6 88.8

October 33.3 24.9 32.6 25 32.9 25.4 198.4 381.2 366.6

November 31.7 22.5 30.3 22.9 30.4 23.5 145.7 297.2 238.5

December 31.2 20.5 29.4 21.1 29.4 21.7 15 51.6 89.6

Annual A verage Temperature/ Average A nnual Total Rainfall

34.7 24.6 34.0 24.8 34.4 25.3 928.3 1174.4 1078.4

Source: Data collected from Ongole, Kavali and Nellore Observatory of IMD

Rainfall:



EIA Report


3-10

The rainfall found to be erratic as at different years for last 10 years. The annual rainfall

varied greatly from 755.1 mm in the year 2000-2001 to 1357 mm in the year 2001-2002

against normal rainfall of 1140 mm at Nellore (Figure 3.3). The same varies between 706.2

mm and 1526.9 mm against normal annual rainfall of 1194 mm at Kavali. At Nellore the

annual rainfall recorded between 553.9 mm to 1467 mm against normal annual rainfall of

1085 mm. The precipitation in the project area occurs both due to South West Monsoon from

June to September and North east monsoon from October to December. More than 60

percent rainfall is recorded due to North East Monsoon, which starts from October and extend

upto December in the entire project area. From the above Table 3.3, it is evident that the last

10 year mean annual rainfall was recorded maximum in Kavali (1174.4 mm) followed by

Nellore (1078.4) and lowest in Ongole (928.3 mm).

Figure 3.3: Variation in Annual Rainfall at different Places along Project Area during last 10 Years



EIA Report


3-11

Source: IMD, Hyderabad

Wind Pattern:

The wind direction has different pattern in the project area during morning and evening

hours. It also varies with months. At Nellore the predominant wind direction during morning

hours is NW in the month of January, SSE during February, March and April, in May and June

it changes to West. In the month of July and August the wind direction is usually from West

South West (WSW) whereas the same changes to from West North West (WNW) in the

months of September & October. During November and December the wind blows from

North West (NW).

During Evening time from North North East (NNE) direction, in February to April from East

South East (ESE) direction, West South West (WSW), July August West (W), September to

December from North East (NE).

The wind speed is moderate with an average speed ranging from 1-19 Km per hours

In Ongole the predominant wind direction during morning hours is from South West to North

East direction During February to October whereas During January, November and December

the predominant wind direction is from North to South. In the evening time the predominant

direction is from South East during the months of January to May which changes to from

South West to North East Direction. In the month of October to December the same again

changes to from North East to South West Direction. The Calms (in percentage frequencies)

during the day for the month of January, February, March, April & May is 34%, 40%, 24%,

13% & 13% respectively; however, during the night for the month of January, February,

March, April & May is 3 %, 1%, 8%, 8% and 3% respectively The Calms (in percentage

frequencies) during the day for the month of June, July, August, September & October is 6%,

9%, 7%, 24% & 36% respectively; however, during the night for the month of June, July,

August, September & October is 5%, 6%, 8%, 12% and 20% respectively. The Calms (in

percentage frequencies) for the month of Nov & Dec during the day is 21% & 22%

respectively and during the night for the month of Nov & Dec is 15 and 5% respectively.

ONGOLE



EIA Report


3-12

Relative Humidity:

Being a coastal districts, all the three districts experience high relative humidity throughout

the year., Most of the time the relative humidity is found in the range more than 70% except

in the months of May, June and July when relative humidity is between 60% to 70% in the

morning hours at all the three observatory, i.e at Ongole, Kavali and Nellore. However in the

evening hours slight reduction in relative humidity if observed but still it ranges from 52% to

75% most of the time in a year.

Micro-metrology at Ongole:

To collect site-specific meteorological data like maximum and minimum temperature, rainfall,

humidity, wind speed and wind direction, a wireless Data logger weather monitoring station

was installed at project site at Ongole town and the data was collected from 6th January,

2011 to 5th February, 2011. The maximum temperature recorded was 310 C on where as the

minimum temperature recorded was 310 C. No rainfall occurred during the study period. The

predominant wind direction during the monitored period was from South-West to North-East.

The maximum wind speed monitored was 8.64 Km/hr. The frequency of calm wind was

0.13%. The summary of the results of meteorological data collected at site are given in

Annexure 3.3 and Wind Rose Diagram of the area was prepared based on the site data and

is shown in Figure 3.4.

Figure 3.4: Wind rose Diagram at Ongole



EIA Report


3-13

3.1.6 Land Use Pattern

As per the statistics of Irrigation and Command Area Development Department, Government of

Andhra Pradesh presented in Table 3.4 shows that, in Guntur district out of the total area of

27.99 lakh acres around 56% constitute cultivable land, forest land (14.30%), barren and

uncultivable area (3.04%) and land put to non-agricultural use is about 13.24%. In Prakasam

district out of the total area of 42.35 lakh acres around 52% constitute cultivable land, forest

land (25.82%), barren and uncultivable area (8.8%) and land put to non-agricultural use is

about 13%.

Table 3.4: Land use pattern in Guntur, Prakasam and Nellore Districts

Description

Guntur Prakasam Nellore

Area (Acres)

% to total area

Area (Acres)

% to total area

Area (Acres)

% to total area

Total Geographical

Area 27,99,264 --- 42,35,530 --- 32,52,006 ---

Cultivable Area 15,67,614 56.00 22,16,571 52.33

Forest Area 4,00,163 14.30 10,93,684 25.82 6,48,597 19.94

Barren & Un Cultivable

Area 85,178 3.04 3,72,849 8.80

Land put to Non-

Agricultural purpose 3,70,643 13.24 5,52,426 13.04 5,33,832 16.42

Sown Area 13,41,845 47.94 15,14,272 35.75

Irrigated Area 6,78,197 24.23 10,78,369 25.46 7,88,386 24.24

Source: Primary Census Abstract, Census of India, 2001, Handbook of Statistics, Prakasam 2006,

National Informatics Centre, Nellore district website

Along the project corridor also the predominant land use is agriculture which accounts for

about 52 % considering the entire project stretch, whereas land use along the project section

in Guntur district, which is only 1.079 Kms, is only agriculture whereas the same in the stretch

falling under Prakasam and Nellore district boundary is about 51% each. The land use pattern

along the Right of Way of the project stretch is depicted in Figure 3.5 and ANNEXURE-3.4

The superimposition of Land use pattern, environmental features and drainage pattern data

along the highway section in 10 Km radius over satellite imagery collected from NRSA,

Hyderabad and Survey of India Toposheet is presented in Annexure 3.5.



EIA Report


3-14

3.1.7 Surface Water Resource:

The terrain along the Project Highway is fairly level with gently rolling terrain up to north end

of the project highway. Due to the presence of eastern Ghat, a number of streams, nallas and

rivers originate and flow in the easterly direction ultimately discharging along the Bay of Bengal

(Coromandel Coast). The drainage pattern in the project area is depicted in Annexure 3.5 and

Annexure 3.6.

The project road crosses rivers, nallas, local streams and canals. The major rivers which project

crosses are Mudigundi , Musi, Paleru, Maneru and Pyderu. All these rivers and streams are

rainfed. The chainages of the river, canal, nalla crossings are given below in Table 3.5. Apart

from these rivers and Canals a number of local streams and nallah flows in the area which are

shallow and are active during monsoon. Some of the rivers and streams have been harnessed

by constructing dams and barrages which in-turn supply water through a network of canals.

Table 3.5: River and Canals crossing the project section

S. No. River/Stream Name

Chainage KM Remark

A. Guntur District 1 Palamadugu Nalla 1183.279 Rain fed Major Nalla

B. Prakasam District

2 Gundalakamma River

1229.025 Rain fed Major River

3 Mudigandi River 1240.357 Rain fed Major River

4 Nalla 1261.320 Rain fed Major Nalla

5 Musi River 1261.810 Rain fed Major River

Figure 3.5: Land Use Pattern along Project Alignment



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3-15

S. No. River/Stream Name

Chainage KM Remark

6 Drain 1262.950 Rain fed Major Nalla

7 Palleru River 1269.150 Rain fed Major River

8 Maneru River 1282.680 Rain fed Major River

9 Chillavagu 1286.220 Rain fed Major Nalla

C. Nellore District 10 Pillavagu Canal 1327.835 Rain fed Major Nalla

11 Pyderu Canal 1355.150 Rain fed Major Nalla

Source: Primary Data

The area along the project corridor is dotted with a number of The ponds / tanks and

reservoirs all along the project stretch. These ponds and reservoirs are mainly used for

irrigation purpose and some of the ponds and reservoirs are used for fishery. Some of the

Ponds fall within the proposed ROW may need to be partially filled for road formation. The

list of such ponds and reservoirs has been presented in Table 3.6.

Table 3.6: Ponds / Tanks within Corridor of Impact Project Road

Sl No

Type of Resources

Name of Tank

Chainage in Km.(From - To)

Place Direction (RHS/LHS)

A. GUNTUR DISTRICT

Nil B. PRAKASAM DISTRICT 1 Pond 1222+700 to 1222+800 Timmanapalem RHS

2 Tank 1222+850 to 1223+100 Timmanapalem RHS

3 Tank 1236+100 to 1236+240 Venkatarajupalem RHS

4 Tank 1238+360 to 1238+460 Yedugundlapadu RHS

5 Water Logged

area

1241+300 to 1241+400 Muktinutalapadu RHS

6 Reservoir Vallurumma tank

1253+490 to 1253+950, 1254+480

to 1254+600,

1255+650 to 1256.35 & 1256+700 to 1257+100

Pelluru & Valloru RHS

7 Tank 1268+130 to 1268+170 Vaviletipadu RHS



10 Tank Vora

Cheruvu

1281+530 to

1281+800

Singarayakonda RHS

11 Pond Kollurupadu tank

1288+000 to 1288+100 Kollurupadu LHS

12 Pond 1292+070 to 1292+500 Rajupalem RHS

13 Pond 1292+330 to 1292+580 Rajupalem LHS

14 Pond 1293+340 to 1293+370 Rajupalem LHS

15 Tank 1301+400 to 1301+920 Tettu RHS

16 Tank Mocherla Tank

1304+540 to 1304+580 Mocherla RHS



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Sl No

Type of Resources

Name of Tank

Chainage in Km.(From - To)

Place Direction (RHS/LHS)

C. NELLORE DISTRICT 17 Reservoir Jutur

Reservoir

1319+350 to

1320+770

Amudaladinne Both side

18 Tank 1324+270 to 1324+370 Musunuru LHS

19 Tank 1330+200 to 1330+260 Gawravaram RHS

20 Tank 1332+420 to 1332+470 Bitragunta LHS

21 Tank 1332+920 to 1332+960 Bitragunta RHS

22 Tank 1333+900 to 1334+500 Kadanutala RHS

23 Tank 1334+300 to 1334+400 Kovurupalli LHS

24 Tank 1342+860 to 1342+900 Lions Nagar RHS

25 Tank 1349+470 to 1349+520 Kothapalli Kavuru

Gunta

LHS

26 Tank 1349+450 to 1349+730 Kothapalli Kavuru Gunta

RHS

27 Tank 1352+030 to 1352+050 Gopalapuram RHS




31 Tank 1357+000 to 1357+220 Nayudupalem LHS

32 Tank 1364+460 to 1364+540 Nandalagunta RHS

Source: Primary Data

Surface Water Quality

Pre-monsoon surface water samples were taken from 6 locations along the project corridor in

the month of January, 2011 for assessing the surface water quality within the project area.

The surface water samples were from River, Pond, Canal & Water tanks along the project

road. The sampling locations for surface water are given in Table 3.7 and Figure 3.6. The

test results of physic-chemical and bacteriological characteristics of the surface water samples

are presented in Table 3.8.

Table 3.7: Surface Water sampling location Sl Locations Location

Chainage (Km)

Date of Sampling

Distance from NH-5

(meter)

Description of Site

1 Gundalakamma 1228+200 11.01.2011 25 Residential Cum Commercial Area

2 Musi River 1262+950 11.01.2011 50 Agriculture Land

3 Proposed Ongole Bypass

Near NTR Colony

10.01.2011 2500 Agriculture Land

4 Water Tank at

Musuru Village

1323+000 10.01.2011 30 Agriculture Land

5 Water Tank at

Dagadarthi Village

1342+000 10.01.2011 20 Agriculture Land

6 Pydlerilli Canal 1355+150 10.01.2011 20 Agriculture Land



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Figure: 3.6 Surface and Ground Water Sampling Locations



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Table 3.8: SURFACE WATER QUALITY RESULTS Sl

No. Water Quality

Parameters

LOCATIONS SW-1 SW-2 SW-3 SW-4 SW-5 SW-6

Gandalakamma Musi River

Proposed Ongole Bypass

Water Tank a t Musuru Village

Water Tank a t Dagadarthi Village

Pydlerili Canal

1. pH ( at 280 C) 8.07 7.32 7.64 7.49 7.56 7.39

2. Conductivity at

250C in ms/cm

482 750 730 804 182 482

3. Total Suspended Solid (TSS) in

mg/L

6 8 2 4 4 8

4. Total Dissolved Solids in mg/L

304 472 458 506 114 304

5. Total Hardness

(as CaCO3) in mg/L

152 164 248 140 52 108

6. Dissolved Oxygen in mg/L

7.0 7.8 7.1 7.5 7.8 7.3

7. Biochemical

Oxygen Demand (for 3 days at 270

C) in mg/L

0.80 1.70 1.2 1.40 1.60 2.90

8. Chemical Oxygen Demand in mg/L

2.4 5.30 3.78 4.20 4.70 8.80

9. Chloride as Cl in

mg/L

115.85 45.77 75.96 262.18 36.50 118.89

10. Sulphate (as SO4)

in mg/L

43.33 14.78 15.23 17.87 16.81 21.66

11. TKN mg/L ND ND ND ND ND ND

12. Nitrate (as NO3) in mg/L

0.20 0.67 0.76 0.13 0.32 0.06

13. Iron (as Fe) in mg/L

0.19 0.32 0.24 0.18 0.14 0.22

14. Cadmium (as Cd)

in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

15. Chromium (as Cr) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

16. Copper (as Cu) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

17. Mercury (as Hg)

in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

18. Lead (as Pb) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

19. Zinc (as Zn) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

20. Fluoride (as F) in

mg/L

1.45 0.45 0.34 0.82 0.23 1.15

21. Oil & Grease in mg/L

Nil Nil Nil Nil Nil Nil

22. Phenolic <0.01 <0.01 <0.01 <0.01 <0.01 <0.01



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Sl No.

Water Quality Parameters

LOCATIONS SW-1 SW-2 SW-3 SW-4 SW-5 SW-6

Gandalakamma Musi River

Proposed Ongole Bypass

Water Tank a t Musuru Village

Water Tank a t Dagadarthi Village

Pydlerili Canal

Compounds in mg/L

23. Detergent(as

MBAS),mg/l

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

24. Phosaphate as

PO4 in mg/L


25. Total Coliform Organism

(MPN)/100 ml

<2.0 <2.0 <2.0 <2.0 <2.0 <2.0

26. Faecal Coliforms / 100 ml

Absent Absent Absent Absent Absent Absent

The analysis result indicates that all the surface water bodies from which the water samples

were taken meet the quality criteria for Class C (Drinking water source after conventional

treatment and disinfection) and Class D (Propagation of Wildlife and Fisheries) of surface

water. The pH, Dissolve Oxygen (DO), Biological Oxygen Demand (BOD) for all the locations

along the project road is within permissible limits. The pH is varying from 7.32 to 8.07,

Dissolve Oxygen is varying from 7.0 mg/l to 7.8 mg/l and Biological Oxygen Demand (BOD)

ranged from 0.80 mg/l to 2.90 mg/l. The Fluoride (as F) in mg/l is varying from 0.23 mg/l to

1.45 mg/l along the project road. The water samples of Gandalakamma and Pydlerili canals

showed higher Fluoride content 1.45 mg/l, and 1.15 mg/l respectively, which is more than the

desirable limit of 1.0 mg/l.

3.1.8 Groundwater Sources

The water table varies between 8 m to 20 m in the project area. There are some ground

water resources identified in the project corridor. Groundwater resources consists of bore

wells, tube wells, hand pumps and these are mainly used for irrigation, drinking, domestic

and commercial purposes. The list of hand pumps, which fall along proposed ROW and are

likely to be affected, is attached at Annexure 3.6. Keeping in view the importance of ground

water, four ground water samples were taken for physico-chemical analysis along the project

road. The details of ground water sampling locations are given in Table 3.9 the indicative

map of ground water sampling locations is presented in Figure 3.6.

Table 3.9: Ground Water sampling locations

S.N.l Location Name Location Chainage

(Km)

Date of Sampling

Distance from NH-5

(meter)

Type of Source

1 Marturu 1187 11.01.2011 20 Borewell 2 Muppavaram 1205 11.01.2011 10 Borewell

3 Trovagunta 1240 11.01.2011 10 Borewell

4 Proposed Ongole

Bypass

Near NTR

Colony

10.01.2011 2400 Hand Pump

5 Kavali Bypass 1324 10.01.2011 15 Hand Pump

6 Kovour 1366 10.01.2011 30 Borewell



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The pH along the project road for all the locations is within permissible limit. The Total dissolve solid

is varying from 214 to 960 mg/l for different locations along the project road. At three locations such

as Marture, Bitragunta and Maddipadu, the Dissolve Solid is 960 mg/l, 830 mg/l and 718 mg/l

respectively, which is more than the desirable limit as per IS:10,500 is 500 mg/l. The Total hardness

(as CaCO3) in mg/l is ranging from 136 to 328 mg/l for different locations along the project road. At

Maddipadu, the Total hardness is 328 mg/l, which is more than the desirable limit of 300 mg/ l as per

IS: 10,500. The Fluoride (as F) in mg/l is varying from 0.45 mg/l to 1.93 mg/l along the project road.

At three locations such as Marture, Proposed Ongole bypass and Kovour, the Fluoride is 1.93 mg/l,

1.45 mg/l and 1.16 mg/l respectively, which is more than the desirable limit as per IS:10,500 is <1.0

mg/l after disinfection. The other heavy are within desirable limits. The results of ground water

quality are given in Table 3.10.

Table 3.10: GROUND WATER QUALITY RESULTS Sl

No. Water Quality

Parameters LOCATIONS

GW-1 (Marturu)

GW-2 (Maddipadu)

GW-3 (Proposed

Ongole Bypass)

GW-4 (Bitragunta)

GW-5 (Kavali Bypass)

GW-6 (Kovour)

1. pH ( at 280 C) 7.40 7.02 7.93 7.99 7.20 8.16

2. Conductivity at 250C in ms/cm

1526 1140 492 1318 340 578

3. Total Suspended

Solid (TSS) in mg/L

5 6 4 6 4 2

4. Total Dissolved

Solids in mg/L

960 718 310 830 214 364

5. Total Hardness (as

CaCO3) in mg/L

172 328 144 300 168 136

6. Dissolved Oxygen in mg/L

7.1 7.6 7.1 7.1 7.1 7.2

7. Biochemical

Oxygen Demand (for 3 days at 270

C) in mg/L

0.40 0.30 0.30 0.40 0.30 0.20

8. Chemical Oxygen

Demand in mg/L

1.6 1.2 1.2 1.6 1.2 1.0

9. Chloride as Cl in mg/L

442.06 298.77 109.75 298.77 100.60 121.94

10. Sulphate (as SO4)

in mg/L

27.12 68.02 38.78 92.27 23.78 38.48

11. TKN mg/L ND ND ND ND ND ND

12. Nitrate (as NO3) in

mg/L

0.30 0.45 0.65 0.72 0.38 0.53

13. Iron (as Fe) in mg/L

0.26 0.26 0.28 0.18 0.17 0.14

14. Cadmium (as Cd) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

15. Chromium (as Cr)

in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

16. Copper (as Cu) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

17. Mercury (as Hg) in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01



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Sl No.

Water Quality Parameters

LOCATIONS GW-1

(Marturu) GW-2

(Maddipadu) GW-3

(Proposed Ongole Bypass)

GW-4 (Bitragunta)

GW-5 (Kavali Bypass)

GW-6 (Kovour)

18. Lead (as Pb) in

mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

19. Zinc (as Zn) in

mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

20. Fluoride (as F) in mg/L

1.93 0.45 1.45 0.68 0.49 1.16

21. Oil & Grease in

mg/L


22. Phenolic

Compounds in mg/L

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

23. Detergent(as

MBAS),mg/l

<0.01 <0.01 <0.01 <0.01 <0.01 <0.01

24. Phosaphate as PO4

in mg/L Nil Nil Nil Nil Nil Nil

25. Total Coliform Organism

(MPN)/100 ml

<2.0 <2.0 <2.0 <2.0 <2.0 <2.0

26. Faecal Coliforms / 100 ml

Absent Absent Absent Absent Absent Absent

Source: Primary data collection

3.1.9 Ambient Air Quality:

To study the baseline ambient air quality scenario within the project corridor the ambient air

quality was monitored at seven locations in the month of December, 2010 February 2011. The

monitoring stations were selected considering the spatial relationship of various land uses

along the project road, and CPCB guidelines. The details of Sampling Location are presented in

Table 3.11 and Figure 3.7.

Table 3.11: Sampling Locations of Ambient Air Quality along the Project Corridor Sl. No

Sampling Location Traffic Section Location Chainage

(Km)

Coordinates (N)

Coordinates (E)

01 Marturu (25 mts. from NH-5) AAQ1

Chilakaluripet - Medarametla

1187 N15059’14.1” E080006’15.7”

02 Muppavaram AAQ6 Chilakaluripet -

Medarametla

1205 N15050’47.6” E080003’05.7”

03 Maddipadu AAQ5 Medarametla –

Ongole

1232 N15037’14.4” E080001’17.4”

04 Proposed Ongole Bypass AAQ4

Medarametla – Ongole

Near NTR Colony

N15029’49.7” E080004’06.2”

05 Bitragunta AAQ3 Kavali - Nellore 1270 N15018’32.2” E080001’41.2”

06 Kavali Bypass AAQ2 Kavali - Nellore 1324 N14052’23.4” E079059’11.1”

07 Kovour AAQ1 Kavali - Nellore 1366 N14030’33.5” E079059’13.6”



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Table 3 .12: Ambient A ir Quality a long Chilakluripet to Nellore section NH-5 at D ifferent

Locations Monitoring

Station Code

Location Chainage (Km)

Place Concentrations of Air Quality Parameters

SPM (µgm-3)

PM10

(µgm-

3)

PM2.5 (µgm-

3)

SO2 (µgm-3)

NO2 (µgm-

3)

CO (mgm-

3) A. PRAKASAM DISTRICT

AAQ-1 1187 Marturu 201 96 48 6 22.2 1.12

AAQ-2 1205 Muppavaram 215 97 48 6.6 16.1 1.03

AAQ-3 1232 Maddipadu 191 94 52 6.6 23.9 1.1

AAQ-4

Near NTR Colony

Ongole Bypass

220 107 47 <5 16.10 1.02

AAQ-5 1270 Bitragunta 193 89 49 6 25 1.16

B. NELLORE DISTRICT AAQ-6 1324 Kavali Bypass 213 96 53 6 23.2 1.15

AAQ-7 1366 Kovur 215 93 51 5.7 25.1 1.07

AAQ

Standards

- 100 60 80 80 2.0



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Figure 3.7: Sampling Location of Ambient Air Quality



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3-24

The average Suspended Particulate Manner (SPM) concentration in the air varied between

191µgm-3 and 220µgm-3 during the study period. The concentration of Particulate Matters

having less than 10µ size (PM10) in the ambient air varied between 89 µgm-3 to 107 µgm-3

whereas the concentration of PM2.5 in the air ranged between 47 µgm-3 and 53 µgm-3. The

dryness of the areas, semi arid conditions and loose dust particles along the project corridor

caused higher concentration of PM10 and PM2.5. The other gaseous pollutants monitored in the

ambient air were well within the National Ambient Air Quality Standard at all the locations.

3.1.10 Ambient Noise Level:

Noise monitoring was carried out at different locations along the project road to understand the

present scenario of noise pollution along the project section. Ten numbers of noise monitoring

locations covering different types of environmental setting such as educational institutions

religious place, residential and commercial locations along the project road has been identified

for ambient noise monitoring. The noise monitoring locations along the project road are given

in Table 3.13 and same is given in Figure 3.8.

Table 3.13: Noise Monitoring Locations along the project road

Station Code

Monitoring Location

Machine location

Chainage (Km)

Date of Sampling

Type of Area Distance from (NH5) (meter)

N-1 Marturu Near Primary

School

1187 18/01/11 to

19/01/11

Residential Cum

Commercial

20

N-2 Narnevaaripalem Near Temple 1202+50 18/01/11 to 19/01/11

Residential Cum Commercial

15

N-3 Muppavaram Near Govt.

Hospital

1205 27/01/11 to

28/01/11

Residential Cum

Commercial

18

N-4 Maddipadu Near Residential

Colony

1232 27/01/11 to

28/01/11

Residential Cum

Commercial

20

N-5 Trovagunta Near Residential Colony

1240 25/01/11 to 26/01/11

Residential Cum Commercial

15

N-6 Proposed Ongole

Bypass

NTR Colony Proposed

Ongole Bypass

25/01/11 to

26/01/11

Residential Area 2500

N-7 Pelluru Near Sai School 1252+50 20/01/11 to

21/01/11

Commercial Area

10

N-8 Velluru Near College 1256+35 20/01/11 to

21/01/11

Mixed use 10

N-9 Kavali By Pass Near College 1324 18/01/11 to 19/01/11

Mixed use 15

N-10 Kovour Near Temple 1366 18/01/11 to

19/01/11

Commercial Area

15



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Figure 3.8: Noise Monitoring Locations along the project road



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The finding of the Noise level monitoring is presented in Table 3.14. The noise monitoring has been

carried out ranging from 10 meters to 20 meter distance from National Highway except proposed

Ongole bypass. The distance of noise monitoring from proposed Ongole bypass is 2.5 km. The noise

monitoring result at Marturu (Near Primary School), Narnevaaripalem (Near Temple), Muppavaram

(Near Govt. Hospital), Pelluru (Near Sai School), Velluru (Near College) and Kovour (Near Temple) are

at higher value during day and night time as compared to standards of silence zone, due to mix

category of areas. The noise monitoring result at Maddipadu (Near Residential Colony) and Proposed

Ongole Bypass are within permissible limits during day and night time. The noise monitoring results at

different locations along the project road are given in Table 3.14.

Table 3.14: Ambient Noise Level at different Location along Project Corridor Station Code

Monitoring Location

Chainage (Km)

Distance from (NH5) (meter)

Mean Day time Leq

dB(A)

Mean Night

Time Leq dB(A)

Lmax dB(A)

Lmin dB(A)

N-1 Marturu (Near

Primary School)

1187 20 65.8 53.3 71.0 47.3

N-2 Narnevaaripalem (Near Temple)

1202+50 15 60.4 54.3 64.7 44.5

N-3 Muppavaram (Near

Govt. Hospital)

1205 18 58.0 50.3 69.0 41.4

N-4 Maddipadu (Near

Residential Colony)

1232 20 55.0 42.8 63.0 38.0

N-5 Trovagunta (Near Residential Colony)

1240 15 65.5 56.6 74.0 35.6

N-6 Proposed Ongole

Bypass

2500 50.6 40.3 63.0 31.0

N-7 Pelluru (Near Sai

School)

1252+50 10 57.9 48.8 74.2 47.6

N-8 Velluru (Near College)

1256+35 10

66.5 57.5 79.3 43.2

N-9 Kavali By Pass

(Near College)

1324 15 55.3 48.9 62.3 42.3

N-10 Kovour (Near Temple)

1366 15 60.5 49.5 72.0 42.0

Source: Primary data collection

3.2 Ecological Resources:

3.2.1 Forest Area

The project area is devoid of any significant vegetation of forests. The district wise forest

coverage is low. Among the three concern district Prakasam has only 17.61 % forest

coverage to its total geographical area, whereas Nellore has only 7.17% of its geographical

area under forest. Guntur has as low as 7.58 % of its area under forest coverage (Table 3.15). Figure 3 .9 depicts that in all the three costal districts of Nellore, Prakasam and

Gunture have forest far away from the project area.

spatial extent of potential impacts on human health and natural and manmade resources. In

the present case, the proposed highway is more than 30 Kms in length. At several locations

(entry and exit points; rest areas and at toll plaza) the land acquisitions is more than 20 m. The

proposed Ongole bypass is having a length of Hence, as per EIA notification 2006, the



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3-27

proposed project falls under Category A and attracts the conditions of obtaining prior

Environmental Clearance from Ministry of Environment and Forests (MoEF).

Table 3 .15: District-wise Fo rest C overage ( in sq Km ) (Source Andhra Pradesh

Forest Statistics, 2007) District Geographical

Area Very

Dense Forest

Moderately Dense Forest

Open Forest

Total % of Geographical

area Guntur 11,391 0 219 644 863 7.58

Prakasam 17,626 172 1,342 1,590 3,104 17.61

Nellore 13,076 5 261 671 937 7.17

Andhra Pradesh

Total

2,75,069 820 24,757 19,525 45,102 16.4

Figure 3.9: Forest Coverage in Andhra Pradesh

Along the project corridor open bushy vegetation are situated. There are some pockets of

Reserved Forests located in closed vicinity and some are extended within the proposed right

of way, hence are likely to be affected and diversion of forest area will be required. Some

plantation of Eucalyptus and Babool plantation has been carried out in these forest areas.

The list of Reserve Forest area falling within the proposed ROW is presented in Table 3.16.

Table 3.16: Reserve Forest within Corridor of Impact Forest Section Chianage (Km)

Length (Km) From To A. Guntur District

Nil Nil Nil

B. Prakasam District Mocherla R.F. 1297.8 1299.2 1.4

Mocherla R.F. 1297.8 1299.2 1.4



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Forest Section Chianage (Km) Length (Km) From To

Ravuru RF 1302.6 1303.6 1

Mocherla Chalamcharla RF 1302.7 1303.6 0.9

Cheveru 1303.65 1304.2 0.55

Cheveru 1303.65 1304.3 0.65

Cheveru 1305.45 1305.46 0.01

Cheveru R.F. 1306.5 1307.9 1.4

Total 7.31 C. Nellore District

Rudrakota, R.F. 1307.9 1309.4 1.5

Gawravaram, R.F. 1331.5 1332.2 0.7

Allimadugu Bogole 1332.09 1332.1 0.01

Kothapali Kavuru Gunta R.F. 1347.19 1348.5 1.31

3.52

3.2.2 Ecologically Protected Area:

There is no any National Park, Wildlife Sanctuary, Tiger Reserves, notified ecologically sensitive

area, or any other significant area of ecological interest situated within 15 Km radius except for

reserved forest areas. No endangered or protective species reported from the project area.

3.2.3 Roadside Tree Plantation:

A total number of 32506 trees of varying girth are located within the corridor of impact and are

likely to be felled due to the project. Out of these, a total number of 273 trees will required to

be cut in the district Guntur, 25144 from Prakasam District and rest 7089 in Nellore district.

The average distance of the tree rows from the edges of the existing carriageway varied

between 5 m to 8 m. The baseline studies showed that there is no any endangered or

protected tree species located within the project area. The predominant tree species to be

felled include Gulmohar (Delonix regia), Neem (Azadirachta indica), Imli (Tamarindus indica),

Acacia auriculiformis and Albizzia.lebbeck (Kala Siris) and rest are having mainly ornamental &

firewood. These are all ubiquitous species.

Table 3.17: Tree Species along Roadside S.No. Common Name Botanical Name 1. Palm Barassus flabellitor 2. Coconut Cocus nucifera 3. Siris Albezia lebbeck 4. Gulmohar Delonix regia 5. Banyan Ficus benghalensis 6. Peepal Ficus religiosa 7. Tamarind Tamarindus Indica 8. Mango Magnifera Indica 9. Ashoka Polyalthia longitolia 10. Acasia auriculiformis Acasia auriculiformis 10. Eucalyptus Eucalyptus sp. 11. Akashmani - 12. Neeru Azarichta Indica

The complete list of the trees species along with their girth size are presented in Annexure-3.7 and Annexure 3 .8 which are falling within the ROW in main alignment and Ongole

Bypass alignment, respectively.



EIA Report


3-29

3.2.4 Fauna

The faunal population along the project corridor is constituted by mainly domestic animal such

as cattles, goats, dogs, etc. The common birds observed in the area are crows, ducks, eagles,

cranes, etc. There is no natural habitat of wild fauna along the project corridor. There are no

endangered/endemic species reported from the area. The stretch is not on migratory route of

animals and birds.

3.3 Social Environment:

3.3.1 Demographic Profile

Demographic profile has an important bearing on the development process. According to the

2001 census, the total population of Guntur district is about 44.65 lakhs, Prakasam 30.59 lakhs

and Nellore district is about 26.68 lakhs. The proportion of urban population is 28.8% in Guntur

district, 15.3% in Prakasam and around 49.6% in Nellore district. (Table 2) The number of

households in Guntur, Prakasam and Nellore districts are 1077303, 702559 and 640942

respectively. The average household size in Guntur, Prakasam and Nellore districts is 4.1, 4.4,

4.2 persons per household respectively. The Sex ratio for both Guntur and Nellore districts is

984 and for Prakasam it is 972. The Sex ratio in all the three projects slightly varies in urban

and rural areas. The proportion of SC population in Guntur, Prakasam and Nellore districts is

18.3%, 21.3% and 22% to total population respectively.

Table 3.19: Demographic Profile of Guntur, Prakasam and Nellore districts

Description Guntur Prakasam Nellore

Total Rural Urban Total Rural Urban Total Rural Urban No. of Households

1,077,303 783,685 293,618 702,559 595,288 107,271 640,942 504,132 136,810

Population

Persons 4,465,144 3,179,384 1,285,760 30,59,423 25,92,055 4,67,368 2,668,564 20,69,521 5,99,043

Males 2,250,279 1,604,767 645,512 15,52,332 13,16,473 2,35,859 1,344,935 10,43,308 3,01,627

Females 2,214,865 1,574,617 640,248 15,07,091 12,75,582 2,31,509 1,323,629 10,26,213 2,97,416

Sex ratio (Females per 1000 Males)

984 981 992 972 969 981 984 983 986

Proportion of SC Population (%)

18.3 21.3 11.0 21.3 23.1 11.5 22.00 38.28 5.46

Proportion of ST Population (%)

4.7 5.4 2.9 3.9 3.8 4.1 9.08 15.71 2.34

Source: Primary Census Abstract, Census of India, 2001

3.3.2 Literacy

The total literacy rate for Guntur, Prakasam and Nellore districts as per 2001 census is 62.5%,

57.4% and 65.1% respectively.. It is observed that the male literacy is higher as compared to

female literacy rate in all the three projects districts. A variation across the rural and urban areas and the gender gap in literacy for all the three project districts is presented in the following

Table.



EIA Report


3-30

Table 3.20: Literacy of Guntur, Prakasam and Nellore districts

Literacy Rate (%) Guntur Prakasam Nellore Total Rural Urban Total Rural Urban Total Rural Urban

Persons 62.5 58.1 73.4 57.4 54.5 73.3 65.1 61.4 77.7

Males 71.2 67.4 80.7 69.4 67.0 82.2 73.7 70.6 84.1

Females 53.7 48.7 66.1 45.1 41.5 64.3 56.4 52.0 71.2

Gender gap in literacy

17.5 18.7 14.6 24.3 25.5 17.9 17.3 17.4 12.9


3.3.3 Work Participation

The occupational classification as per 2001 Census shows that the total workers in the Guntur

district account for 21.90 lakh constituting 49.1 % of the total population of the district. As far as

Prakasam and Nellore districts are concerned, total workers with proportionate to total

population are about 15.37 lakh (50.3%) and 12.11 lakh (45.4%) respectively. Out of the total

number of workers, main workers accounted for 41.9%, 42.7% and 36.9% in Guntur, Prakasam

and Nellore districts respectively. Of the remaining population, around 7.2%, 7.5% and 8.5%

are marginal workers. It can be seen from the below table that, in all the three project districts

nearly half of the total population are non-workers. The details across gender are presented in

the following Table.

Table 3.21: Proportion of Workers and non workers in Guntur, Prakasam and Nellore districts

Description Guntur Prakasam Nellore

Total Male Female Total Male Female Total Male Female

Work Participation

Rate (%) 49.1 59.1 38.9 50.3 57.7 42.6 45.4 58.3 32.3

Proportion of Main

Workers (%) 41.9 53.9 29.6 42.7 52.7 32.4 36.9 51.8 21.8

Proportion of

Marginal Workers

(%)

7.2 5.1 9.2 7.5 4.9 10.2 8.5 6.5 10.5

Proportion of Non Workers (%)

50.9 40.9 61.1 49.7 42.3 57.4 54.6 41.7 67.7


3.3.4 Occupation Profile

The occupation classification showed that of the total number of workers, the main workers

comprise of cultivators (17.8%), agricultural labourers (49.0%), household industries workers

(2.4%) and other workers (30.8%) in Guntur district. Whereas in Prakasam and Nellore

districts, of the total main workers, 24.6% and 17.6% are cultivators, 43.8% and 44.7% are

agricultural labourers, 3.7% and 4% are depending on HH Industries and the remaining

27.9% and 33.7% are other workers. Table below gives the details of the occupation across

gender.

Table 3.22: Occupation profile of Guntur, Prakasam and Nellore districts

Occupation (Proportion to total workers)



Cultivators 17.8 20.1 14.2 24.6 27.5 20.6 17.6 20.8 11.8



EIA Report


3-31

Occupation (Proportion to total workers)



Agricultural laborers 49.0 37.4 67.0 43.8 33.0 58.8 44.7 33.8 64.7

Household Industries 2.4 2.1 2.9 3.7 3.2 4.3 4.0 3.3 5.3

Other workers 30.8 40.4 15.9 27.9 36.3 16.3 33.7 42.1 18.2


3.3.5 Human Use Values

The land adjacent to the project alignment is primarily in use for agriculture. Three crops are

taken annually: Rabi, Kharif and Zaid. The major share of the land use is cultivation in all the

concern districts. Paddy, Jowar, Bajra, millets are the main food crops among cereals,

blackgram and red gram among pulses and cotton, chillies, turmeric and tobacco among non-

food and commercial crops in the project area.

3.3.6 Settlements

There are a number of small and large settlements adjacent to project alignment. Most of the

settlements are villages and towns. Most of the larger settlements are also like villages that

have grown out of proportions rather than cities. There are in all about 34 villages along the

alignment. In addition to these villages there are seven towns also. The names of these

towns are Medarametla, Ongole, Tangatuva, Singarayakonda, Ulapavadu, Kavali and

Razupalam.

3.3.7 Markets

There are permanent markets in larger settlements. This trade in food grains in wholesale

quantities and other items of daily needs of these settlements as well as villages nearby. Most

of these markets assemble once or twice a week. The commonly traded items are vegetables,

cattle and groceries.

3.3.8 Cultural Properties

A number of cultural properties are there within RoW of project road and proposed alignment

of bypasses mainly in the form of religious structures. Altogether about 42 religious structures

are located in close vicinity which may be affected due to the proposed project. The detail of

these cultural properties is given below:

Table 3.23: Religious Features along the Project Corridor

Sl. No.

Type of structure

Location

Chainage (Km) LHS/RHS of Existing Highway Section Place

A. Prakasam District 1 Temple 1194.46 RHS Konanki

2 Temple 1194.475 RHS Konanki





7 Temple 1200.6 RHS Kondamanjulur

8 Temple 1202 RHS Kondamanjulur

9 Temple 1205.6 RHS Muppavaram

10 Temple 1211.43 RHS Alavalapadu



EIA Report


3-32

11 Temple 1227.025 RHS Gundlapally

12 Temple 1229.7 RHS Vellampally

13 Temple 1231.21 LHS Maddipadu

14 Temple 1231.21 LHS Maddipadu

15 Temple 1233.92 LHS Seetharam puram

16 Temple 1233.92 LHS Seetharam puram

17 Temple 1235.76 LHS Doddavarapu padu

18 Temple 1239.935 LHS Throvagunta

19 Temple 1243.05 RHS ongole

20 Temple 1244.12 RHS ongole

21 Temple 1244.68 LHS Ongole

22 Temple 1245.55 LHS Ongole

23 Temple 1245.72 RHS Ongole

24 Temple 1300.3 RHS Mocharla

25 Temple 1300.74 RHS Tettu

26 Temple 1301.55 LHS Tettu


28 Mosque 1301.55 LHS Tettu


B. NELLORE DISTRICT 30 Temple 1311.81 LHS Maddurupadu

31 Temple 1313.17 RHS Maddurupadu

32 Temple 1313.17 RHS Maddurupadu

33 Church 1329.18 LHS Gourvaram

34 Temple 1333.51 RHS Kadanauathala



37 Temple 1334.415 RHS Kovurupalli

38 Temple 1334.415 RHS Kovurupalli

39 Temple 1337.55 LHS Tippa

40 Temple 1346.79 RHS Sunnapubattilu

41 Temple 1347.01 RHS Sunnapubattilu

42 Temple 1350.26 LHS Racharlapadu

Protected Monuments and Properties of Archaeological Value

There are no protected archaeological properties or monuments along the project road

alignment.

Industries

The project districts have medium scale as well as small-scale industries. The best

opportunities for developing an industry in these districts is due to its advantages of raw

materials, skilled labours, easy finances, power and having a congenial industrial atmosphere.

Along the project corridor the main industry identified mineral industries, granites units,

drugs, fisheries, cotton yarn, textile, milk products and tobacco processing, etc.

No major industry is located along the project road.



EIA Report

Description of Environment (Annexure 3.1)

ANNEXURE-3.1



EIA Report



EIA Report Description of Environment

(Annexure 3.2)

ANNEXURE-3.2

WIND ROSES OF NELLORE AND ONGOLE (PERIOD 1975-1990) (Source IMD, Hyderabad)



(Annexure 3.2)



EIA Report


ANNEXURE 3.3

AVERAGE DAILY WEATHER CONDITION AT ONGOLE

Sl No

Date Temperature (°C) Average daily wind Speed

(m/sec)

Humidity (%)

Rainfall (mm)

Maximum Minimum Maximum Minimum

1 06.01.2011 31 21 1.1 94 36 0

2 07.01.2011 28 21 1.275 89 44 0

3 08.01.2011 29 22 0.1375 88 42 0

4 09.01.2011 30 21 1.1125 94 48 0

5 10.01.2011 29 22 1.2791 92 41 0

6 11.01.2012 30 20 1.15 85 30 0

7 12.01.2013 28 20 1.1291 84 30 0

8 13.01.2014 30 19 1.1833 80 45 0

9 14.01.2015 29 20 1.2541 90 43 0

10 15.01.2016 29 21 1.0333 93 38 0

11 16.01.2017 29 21 1.1125 90 42 0

12 17.01.2018 31 21 0.9875 92 26 0

13 18.01.2019 30 21 1.0625 90 48 0

14 19.01.2020 30 21 1.025 90 40 0

15 20.01.2021 29 21 1.0333 86 43 0

16 21.01.2022 29 21 1.2416 92 46 0

17 22.01.2023 83 21 1.0625 93 56 0

18 23.01.2024 28 21 0.6666 94 38 0

19 24.01.2025 30 21 1.2833 92 39 0

20 25.01.2026 23 21 1.325 91 36 0

21 26.01.2027 29 21 1.1416 92 39 0

22 27.01.2028 31 22 1.1458 92 40 0

23 28.01.2029 28 22 1.2708 90 40 0

24 29.01.2030 28 21 1.0875 92 41 0

25 30.01.2031 31 22 1.1958 92 38 0

26 31.01.2032 29 22 1.1833 92 38 0

27 01.02.2011. 31 21 1.10833 94 36 0

28 02.02.2011. 31 21 1.2291 92 49 0

29 03.02.2011. 28 22 0.83 93 45 0

30 04.02.2011. 30 22 1.3125 93 42 0

31 05..02.2011. 31 22 1.3333 94 39 0

Month Average

31.03 21.12 1.1 91 41 0



EIA Report


ANNEXURE 3.4

Chainage wise Land use pattern for project road

Chainage (Km) Land use Remarks

From To LHS RHS

1182+802 1184+200 Agriculture Agriculture

1184+300 Pond


1185+800 1186+000 Tank Martur

1185+800 1186+300 Granite Industry Martur

1186+000 1192+000 Village Village Martur


1195+400 Pond Konanki

1195+500 1196+500 Village Village Konanki


1198+700 1198+900 Open Area Agg

1198+900 1199+400 Open Area Open Area

1199+400 1200+000 Toll Plaza Toll Plaza Bolla palli


1202+000 1202+400 Builtup Builtup

1202+400 1203+100 Agriculture Barren


1204+100 1205+100 Village Village Muppavaram


1207+300 1207+700 Village Village Jagarlamudivaripale

m


1208+600 1209+800 Village Village Renangivaram


1214+300 1214+700 Village Village Korisa padu


1218+200 1218+800 Agriculture Hill


1218+900 1219+100 Shops Shops


1222+900 1224+000 Village Village Timmanapalem

1223+116 Tank




1226+500 1227+800 Village Village Gullapalli


1230+400 1232+700 Village Village Maddipadu



EIA Report



From To LHS RHS 1232+700 1233+400 Agriculture Agriculture

1233+400 1234+200 Village Village Kostalu







1240+700 1241+900 Village Village Yeduguntlapadu


1244+000 1246+200 Town Town Ongole



1247+400 1247+700 Tank Barren Ramiah Tank

1247+700 1249+100 Barren Barren




1252+200 1253+100 Village Village Pelluru


1253+400 1254+000 Agriculture Tank Valluramma tank

1254+000 1254+400 Agriculture Open Area

1254+400 1254+800 Agriculture Tank


1255+600 1256+300 Agriculture Tank

1256+300 1256+700 Village Village Valluru

1256+700 1256+900 Open Area Tank


1257+500 1257+900 Village Village Surareddy palem




1270+300 1271+000 Village Village Kalika bitragunta


1274+554 Tank Tank





1283+700 1284+100 Village Village Karadu




EIA Report



From To LHS RHS 1287+100 1288+900 Open Area Open Area



1291+900 1292+700 Reserve Forest Tank

1292+700 1293+400 Reserve Forest Reserve Forest

1293+400 1294+600 Reserve Forest Agg

1294+600 1294+900 Village Village Chagallu

1294+900 1295+200 Reserve Forest Builtup




1300+200 1300+800 Village Village Mocharla


1301+400 1302+000 Builtup Tank Tettu

1302+000 1302+400 Village Village Tettu


1304+200 1304+700 Village Village Ravuru



1305+600 1306+000 Builtup Open Area

1306+000 1306+800 Tank Tank Ekurupadu







1311+800 1313+500 Village Village Madduru padu


1319+300 1319+900 Tank Tank Jutur

1319+900 1324+300 Barren Barren

1324+300 1324+400 Tank Tank Musnur


1328+500 1329+300 Village Village Gowrawaram

1329+300 1330+500 Agriculture Tank Gowrawaram


1333+000 1333+700 Village Village Kadumetla


1333+900 1335+000 Agriculture Tank Kadunutala


1335+300 1335+700 Agriculture Tank Kavurpalli




EIA Report



From To LHS RHS 1336+300 1337+100 Village Village Bogolu



1340+000 1340+700 Village Village Vulavapadu


1342+800 1343+100 Agriculture Tank Lions nagar


1345+800 1346+700 Village & Tank Village Sunnapubatti


1349+400 1349+750 Open Area Tank

1349+750 1350+100 Open Area Agriculture

1350+100 1350+500 Village Village Racharlapadu



1353+000 1354+300 Village Village


1355+100 1355+400 Village Village Boddavaripalem


1356+800 1357+500 Village Village Naidupalem


1358+200 1360+100 Barren Barren




(Annexure 3.5)

ANNEXURE 3.5



(Annexure 3.5)



(Annexure 3.6)

Catchment of Major rivers along the project stretch ANNEXURE-3.6

GOOGLE Earth extract of Major Rivers Gundalakamma (KM 1229) and Mudigandi (KM 1240)

GOOGLE Earth extract of Major Rivers Musi (KM 1262), Palleru (KM 1269) and other Streams

GOOGLE Earth extract of Major Rivers Maneru (KM 1282.5) and Chillavagu Stream (KM 1286)



(Annexure 3.7)

ANNEXURE 3.7

List of Bore Well/Well, Hand pump and Water Tanks within Corridor of Impact Sl No Type of Features Location

Chianage (Km)

LHS/ RHS from Centre line

Village/Town

A. Guntur District Total Affected F eatures in Guntur District

Bore well 0 Open well 0

Hand pump 0 Water tank 0

B. Prakasam District 1 Bore well 1185+980 RHS Rajupalem

2 Bore well 1186+485 RHS Martur





7 Water tank 1188+500 RHS Martur






13 Bore well 1191+800 LHS Jonnatali

14 Bore well 1194+425 RHS Konanki



17 Open well 1194+460 RHS Konanki


19 Water tank 1194+560 RHS Konanki


21 Open well 1195+825 RHS Konanki

22 Bore well 1199+380 RHS Bollapalli

23 Open well 1200+630 RHS Kondamanjulur

24 Bore well 1200+660 RHS Kondamanjulur

25 Burwell 1202+100 RHS Narne varipalem

26 Bore well 1202+150 RHS Narne varipalem

27 Water tank 1204+680 RHS Muppavaram

28 Bore well 1204+700 LHS Muppavaram

29 Bore well 1204+790 RHS Muppavaram

30 Open well 1207+660 RHS Jagarlamudi vari palem

31 Bore well 1208+620 RHS Ranangivaram



(Annexure 3.7)

Sl No Type of Features Location Chianage

(Km) LHS/ RHS from

Centre line Village/Town

32 Bore well 1210+500 RHS Alavalapadu

33 Open well 1211+450 RHS Venkatapuram

34 Bore well 1215+010 LHS Korisapadu

35 Water tank 1219+500 LHS Medara metla

36 Bore well 1226+630 RHS Gundlapally

37 Bore well 1226+980 RHS Gundlapally

38 Water tank 1226+980 RHS Gundlapally

39 Bore well 1229+530 RHS Vellampally

40 Bore well 1229+700 RHS Vellampally

41 Open well 1233+920 LHS Seetharam puram

42 Bore well 1245+245 RHS Ongole





47 Bore well 1246+100 RHS ongole

48 Bore well 1246+650 RHS ongole

49 Bore well 1252+700 RHS Pelluru

50 Hand Pump 1252+800 RHS Pelluru

51 Open well 1259+300 RHS Surareddy palem

52 Bore well 1259+300 RHS Surareddy palem

53 Water tank 1263+010 RHS Tangutur

54 Bore well 1270+230 RHS Tangutur

55 Bore well 1270+250 RHS K. Bitragunta

56 Bore well 1270+750 LHS K. Bitragunta

57 Bore well 1277+900 RHS Singarayakonda

58 Bore well 1283+830 RHS Karedu

59 Open well 1285+550 RHS Ulvapadu

60 Bore well 1291+600 RHS Narne varipalem

61 Open well 1294+830 RHS Chagallu

62 Open well 1294+890 RHS Chagallu

63 Open well 1300+542 RHS Mocharla

64 Bore well 1300+770 LHS Tettu

65 Hand Pump 1301+800 RHS Tettu

66 Open well 1302+400 RHS Tettu

67 Bore well 1302+400 RHS Tettu

Total Affected Features in Prakasam District Bore well 47

Open well 12 Hand pump 2 Water tank 6

C. Nellore District



(Annexure 3.7)

Sl No Type of Features Location Chianage

(Km) LHS/ RHS from

Centre line Village/Town

1 Openwell 1311+935 RHS Maddurupadu






7 Openwell 1328+700 RHS Gourvaram

8 Openwell 1328+950 LHS Gourvaram


10 Openwell 1329+100 LHS Gourvaram



13 Openwell 1333+545 RHS Kadanauathala

14 Openwell 1334+435 RHS Kovurupalli



17 Openwell 1346+800 RHS Sunnapubattilu

18 Openwell 1353+090 RHS Regadichelika

19 Openwell 1353+120 RHS Regadichelika

20 Openwell 1354+035 RHS Chandra sekara palem

Total Affected Features in Nellore District Bore well 0 Open well 20

Hand pump 0 Water tank 0



(Annexure 3.8)

ANNEXURE 3.8

SPECIES CUM GIRTH WISE TOTAL NUMBER OF TREES

Km

Left Hand Side Right Hand Side

Gra

nd T

ota

l

Species

Tota

l

Species

Tota

l Girth

Size (CM

)

Cass

ia a

uricu

lata

(Thangedu)

Bora

ssus

Fla

belli

fer

(Palm

/ t

ad)

Calli

stem

on c

itrinus

(Bott

lebru

sh)

Aza

dirach

ta indic

a (

Neem

)

Delo

nix

regia

(G

ulm

ohar)

Alb

izia

lebbeck

(Siris

)

Bauhin

ia t

om

ento

sa (

Kanch

an)

Pithece

llobiu

m d

ulc

e (

Seem

a c

hin

ta)

Aca

cia n

ilotica

(Babul)

Coco

s nuci

fera

(Coco

nut

Tre

e)

Als

tonia

sch

ola

ris

Tam

arindus

indic

a (

Em

li)

Syzi

giu

m c

um

unii

(Jam

un)

Phoenix

Sylv

est

ris

(Khazu

r)

Fic

us

benghale

nsi

s (B

anyan)

Pithece

llobiu

m d

ulc

e (

Jangle

Jila

vi)

oth

ers

Cass

ia a

uricu

lata

(Thangedu)

Bora

ssus

Fla

belli

fer

(Palm

/ t

ad)

Calli

stem

on c

itrinus

(Bott

lebru

sh)

Aza

dirach

ta indic

a (

Neem

)

Delo

nix

regia

(G

ulm

ohar)

Alb

izia

lebbeck

(Siris

)

Bauhin

ia t

om

ento

sa (

Kanch

an)

Pithece

llobiu

m d

ulc

e (

Seem

a c

hin

ta)

Aca

cia n

ilotica

(Babul)

Coco

s nuci

fera

(Coco

nut

Tre

e)

Als

tonia

sch

ola

ris

Tam

arindus

indic

a (

Em

li)

Syzi

giu

m c

um

unii

(Jam

un)

Phoenix

Sylv

est

ris

(Khazu

r)

Fic

us

benghale

nsi

s (B

anyan)

Pithece

llobiu

m d

ulc

e (

Jangle

Jila

vi)

oth

ers

GUNTUR DISTRICT

1182+220-

1183

30-60

0 0 0 0 38 0 0 3 0 0 0 0 0 0 0 0 0 41 0 0 0 0 11

0 0 0 0 0 0 0 0 0 0 0 11 53

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

>12

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 38 0 0 3 0 0 0 1 0 0 0 0 0 42 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11 53

1183-1184

30-60

0 0 0 4 69 50 2 70 0 0 1 1 0 0 0 0 0 197 0 0 0 0 5 0 0 11 0 0 0 0 0 0 0 0 3 19 216

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 4 69 50 2 70 0 0 1 1 0 0 0 0 0 197 0 0 0 4 5 0 0 11 0 0 0 0 0 0 0 0 3 23 220

District Total 0 0 0 4 107

50 2 73 0 0 1 2 0 0 0 0 0 239 0 0 0 4 16 0 0 11 0 0 0 0 0 0 0 0 3 34 273

PRAKASAM DISTRICT1184-1185

30-60

0 0 0 0 20 10 8 11 0 0 0 0 0 0 0 0 0 49 0 0 0 0 47 0 0 25 0 0 0 0 0 0 0 0 2 74 123

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 1 0 0 1 0 6 6

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Su 0 0 0 0 20 10 8 11 0 0 0 0 0 0 0 0 0 49 0 0 0 0 47 2 0 25 0 0 2 0 1 0 0 1 2 80 129



(Annexure 3.8)

b Total

1185-1186

30-60

0 0 0 0 35 51 33 0 12 0 5 1 0 0 0 0 137 0 0 0 0 25 20 0 0 3 0 0 0 0 0 0 0 1 49 186

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 2 0 0 0 0 0 0 0 1 0 0 0 0 0 10 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 35 51 33 0 12 0 0 5 1 0 0 0 0 137 0 3 4 2 25 20 0 0 3 0 0 1 0 0 0 0 1 59 196

1186-1187

30-60

0 0 0 0 5 4 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 5 1 2 1 0 0 0 0 0 0 0 0 9 19

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 6 6

90-120

0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Sub

Total

0 0 0 0 5 4 0 1 0 0 0 0 0 0 0 0 0 10 3 0 0 1 5 1 2 4 0 0 0 0 0 0 1 0 0 17 27

1187-1188

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 2 1 0 0 1 0 10 10

60-90

0 1 1 1 1 1 0 0 0 0 0 1 0 0 0 0 0 6 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 4 10

90-120

0 1 0 7 0 0 0 0 0 1 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2

Sub

Total

0 2 1 8 1 1 0 0 0 1 0 1 0 0 1 0 0 16 0 0 0 3 0 0 1 2 0 0 3 2 1 0 1 2 0 15 31

1188-1189

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 5 4 2 0 8 0 23 23

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 18 18

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 4 4

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 4 5 0 0 0 0 1 0 5 4 2 1 8 0 46 46

1189-1190

30-60

0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 2 3 1 0 0 0 0 1 0 0 0 1 0 10 12

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 2

90-120

0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 2 2 3 0 0 0 0 0 0 0 0 0 0 0 7 2 0 0 1 2 3 2 0 0 0 0 1 0 0 1 1 0 13 20



(Annexure 3.8)

1190-1191

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 30 35 4 3 2 0 2 5 2 0 0 5 0 94 94

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 1 1 1 0 1 0 9 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 10 30 35 4 3 2 0 2 6 3 1 1 6 0 107 107

1191-1192

30-60

0 0 0 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 20 20 20 0 11 0 14 15 6 0 0 14 0 120 125

60-90

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 5 0 0 0 0 0 0 0 1 0 0 0 1 0 7 8

90-120

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 1 2 1 1 1 0 8 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 2

Sub

Total

0 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 8 20 20 20 0 11 1 14 18 6 1 2 16 0 137 144

1192-1193

30-60

5 0 3 0 25 19 8 0 0 0 5 6 0 0 0 0 0 71 0 0 10 0 11 13 4 4 5 0 17 17 2 0 2 4 89 160

60-90

1 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 14

90-120

2 1 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 5 4 0 0 4 0 13 22

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

8 1 3 12 25 19 8 0 0 0 5 6 0 0 0 0 0 87 0 0 10 7 11 13 4 4 5 0 17 22 6 0 0 6 4 109 196

1193-1194

30-60

31 15 1 0 8 2 8 1 0 0 0 0 0 0 0 0 5 71 65 0 0 0 3 4 3 0 2 0 0 0 0 0 0 2 1 80 151

60-90

4 5 0 0 0 0 0 1 0 0 0 0 0 0 0 5 0 15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 16

90-120

0 3 0 0 0 0 0 0 0 0 0 2 0 0 1 2 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

35 23 1 0 8 2 8 2 0 0 0 2 0 0 1 7 5 94 65 0 0 0 3 4 3 0 2 0 0 1 0 0 1 2 1 82 176

1194-1195

30-60

16 4 11 0 3 17 1 1 0 8 9 4 0 0 5 0 79 13 3 5 0 5 2 12 0 5 0 0 0 0 0 0 0 0 45 124

60-90

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 5 6

90-120

0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 0 3 0 2 0 2 3 7 0 1 5 2 4 0 1 2 0 32 37

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

17 8 11 0 3 0 17 1 1 0 8 9 4 0 1 5 0 85 14 6 5 2 5 5 16 7 5 1 5 2 4 0 1 4 0 82 167

1195-1196

30-60

3 0 3 0 24 0 0 0 0 0 0 0 1 0 0 1 0 32 0 0 3 0 3 0 1 1 3 0 0 0 0 0 0 0 0 11 43

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 3 0 0 0 0 0 5 0 0 0 0 0 0 0 13 13



(Annexure 3.8)

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 0 1 2 0 2 0 0 0 0 0 0 0 11 11

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

3 0 3 0 24 0 0 0 0 0 0 0 1 0 0 1 0 32 0 7 3 5 5 0 2 3 3 7 0 0 0 0 0 0 0 35 67

1196-1197

30-60

0 0 0 0 0 0 0 7 5 0 4 5 2 0 0 5 2 30 0 3 0 0 0 0 0 30 11 0 0 1 2 0 0 2 2 51 81

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 7 5 0 4 5 2 0 0 5 2 30 0 3 0 0 0 0 0 30 11 0 0 2 2 0 1 5 2 56 86

1197-1198

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 3

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 3

1198-1199

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1

60-90

0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9

90-120

0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 4 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 5 15

1199-1200

30-60

0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 4 1 0 0 2 0 1 0 0 0 0 0 0 0 0 8 10

60-90

0 18 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22

90-120

0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 14

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 28 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 31 0 0 7 1 0 0 2 0 1 0 0 4 0 0 0 0 0 15 46

1200-1201

30-60

3 0 0 0 3 0 0 0 0 0 0 1 0 0 0 0 0 7 1 0 0 0 0 1 1 1 3 0 4 1 0 0 0 2 14 21

60-90

0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 5 7

90-120

0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 2 0 0 0 0 0 0 0 1 0 0 1 0 0 4 7

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

3 5 0 0 3 0 0 0 0 0 0 1 0 0 0 0 0 12 2 0 0 2 0 1 1 1 3 4 0 5 1 0 1 0 2 23 35

1201-1202

30-60

0 0 1 0 7 4 6 0 0 0 0 0 0 0 0 0 0 18 4 0 0 0 6 2 3 0 0 0 0 0 0 0 0 0 0 15 33

60-90

0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 7 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 9 12

90-120

0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 8 1 2 7 4 6 0 0 0 0 0 0 0 0 0 0 28 4 7 0 0 6 2 3 2 0 0 0 0 0 0 0 0 0 24 52

1202-1203

30-60

0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 8 0 6 2 0 0 0 0 0 0 0 0 4 20 24

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 0 0 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 12 12

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 7 0 4 8 0 6 5 0 2 0 0 0 0 0 0 4 36 40

1203-1204

30-60

0 0 6 0 0 0 38 3 0 0 0 0 0 0 0 0 3 50 0 0 0 0 2 1 2 0 2 0 0 0 0 0 0 0 0 7 57

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 3 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 6

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 2 6 0 0 0 38 4 0 0 0 0 0 0 0 0 3 53 0 2 0 0 2 1 3 0 2 0 0 0 0 0 0 0 0 10 63

1204-1205

30-60

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 6 7

60-90

0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 6 0 0 0 0 0 0 1 0 0 10 0 0 0 0 0 0 0 11 17

90-120

0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 0 4 0 3 0 3 0 0 5 0 0 1 0 6 4 0 1 4 0 27 31

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 2 0 0 0 0 0 6 0 2 1 0 0 0 0 11 0 3 0 3 0 0 12 0 0 11 0 6 4 0 1 4 0 44 55

1205-1206

30-60

0 0 5 0 110 50 0 0 3 1 0 0 0 0 0 0 1 170 0 0 0 0 40 37 4 1 0 0 0 0 0 0 0 0 0 82 252

60-90

0 6 0 3 0 0 0 0 0 0 0 3 0 0 0 1 0 13 1 0 5 10 0 0 2 0 1 2 0 1 0 0 0 0 0 22 35

90-120

0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84 0 44 10 0 0 0 0 0 0 0 0 1 2 0 1 4 0 62 146

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 90 5 3 110

50 0 0 3 1 0 3 0 0 0 1 1 267 1 44 15 10 40 37 6 1 1 2 0 2 2 0 1 4 0 166 433



(Annexure 3.8)

1206-1207

30-60

0 0 0 0 36 0 0 15 3 0 9 15 0 0 0 3 5 86 0 0 0 0 99 88 0 21 14 0 1 0 0 0 2 1 226 312

60-90

0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 6 0 0 36 0 0 15 3 0 9 15 0 0 0 3 5 92 0 0 0 0 99 88 0 21 14 0 0 1 0 0 0 2 1 226 318

1207-1208

30-60

2 0 0 0 2 0 0 10 2 0 8 14 6 0 0 4 5 53 0 0 2 0 0 0 5 3 1 11 9 1 0 0 0 4 36 89

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 4 4

90-120

0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 15 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 21 28

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

2 7 0 0 2 0 0 10 2 0 8 14 6 0 0 4 5 60 0 15 2 3 0 0 0 8 3 5 11 9 1 0 0 0 4 61 121

1208-1209

30-60

0 0 7 0 2 2 0 0 2 4 0 0 0 0 0 0 3 20 2 0 5 0 2 2 0 3 2 0 0 11 0 0 0 10 6 43 63

60-90

0 0 0 3 0 0 0 2 0 4 0 0 0 0 0 0 0 9 0 0 0 1 0 0 0 6 0 0 10 6 3 0 0 5 0 31 40

90-120

0 9 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 15 0 0 0 6 0 0 0 0 0 0 0 1 1 1 2 0 11 26

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 9 7 3 2 2 0 8 2 8 0 0 0 0 0 0 3 44 2 0 5 7 2 2 0 9 2 0 10 18 4 0 1 17 6 85 129

1209-1210

30-60

0 0 2 5 3 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 5 6 0 0 5 7 23 33

60-90

0 0 0 2 0 0 0 4 0 0 1 0 0 0 0 2 2 11 0 0 0 5 0 0 0 0 0 0 0 4 5 4 0 9 0 27 38

90-120

0 19 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 8 0 0 0 0 2 0 1 4 0 15 45

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 19 2 18 3 0 0 4 0 0 1 0 0 0 0 2 2 51 0 0 0 5 0 0 0 8 0 0 0 9 13 4 1 18 7 65 116

1210-1211

30-60

17 0 0 2 2 0 0 5 0 0 0 0 0 0 0 0 1 27 0 0 3 0 0 0 0 0 0 0 0 2 0 0 0 0 0 5 32

60-90

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 0 0 0 0 0 3 0 0 0 3 0 10 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

18 0 0 2 2 0 0 5 0 0 0 0 0 0 0 0 1 28 0 3 3 1 0 0 0 0 0 0 0 5 0 0 0 3 0 15 43

1211-1212

30-60

3 0 4 0 68 45 0 6 0 0 0 0 0 0 0 0 0 126 0 0 0 0 47 65 0 0 0 0 0 0 0 0 0 0 0 112 238

60-90

0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10 12



(Annexure 3.8)

90-120

0 0 0 1 0 0 0 0 0 0 0 3 1 0 0 0 0 5 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

3 0 4 1 68 45 0 8 0 0 0 3 1 0 0 0 0 133 0 0 9 3 50 65 0 0 0 0 0 0 0 0 0 0 0 127 260

1212-1213

30-60

0 0 80 0 26 20 0 0 1 0 0 10 0 0 0 0 1 138 26 0 26 5 40 16 0 0 0 0 0 0 0 0 0 0 0 113 251

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-120

0 3 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 3 80 1 26 21 0 0 1 0 0 10 0 0 0 0 1 143 26 0 26 6 40 16 0 0 0 0 0 0 0 0 0 0 0 114 257

1213-1214

30-60

9 0 100

0 0 0 0 0 0 0 0 5 0 0 0 0 1 115 0 0 97 0 61 49 0 0 0 0 0 0 0 0 0 1 1 209 324

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

9 0 ##

0 0 0 0 0 0 0 0 5 0 0 0 0 1 115 0 0 98 0 61 49 0 0 0 0 0 1 0 0 0 1 1 211 326

1214-1215

30-60

0 0 35 0 76 0 0 1 0 0 0 5 0 0 0 1 0 118 79 0 48 0 22 7 0 0 0 0 0 0 0 0 0 0 0 156 274

60-90

3 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

3 0 37 0 76 0 0 1 0 0 0 5 0 0 0 1 0 123 79 4 48 0 22 7 0 0 0 0 0 0 0 0 0 0 0 160 283

1215-1216

30-60

3 0 30 0 84 43 0 1 0 1 2 4 0 0 0 0 1 169 0 0 0 0 161 73 0 2 0 0 5 1 0 0 1 2 245 414

60-90

0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 3 0 0 0 12 0 0 0 3 0 0 0 0 0 18 19

90-120

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 1 2 0 0 0 1 0 0 0 1 0 0 1 1 0 11 12

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

4 0 30 0 84 43 0 1 0 2 2 4 0 0 0 0 1 171 0 4 1 5 161 73 0 15 0 0 0 9 1 0 1 2 2 274 445

1216-1217

30-60

0 0 20 0 60 110 0 0 1 0 0 0 0 0 0 0 1 192 48 0 2 0 112 0 0 0 0 5 0 0 0 0 2 169 361

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

0 0 20 0 60 110

0 0 1 0 0 0 0 0 0 0 1 192 55 0 4 0 112 0 0 0 0 0 0 5 0 0 0 0 2 178 370

1217-1218

30-60

0 0 2 0 64 23 0 0 6 0 10 15 0 0 6 0 126 50 0 0 0 39 0 0 3 0 4 3 0 0 0 0 1 100 226

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 8 8

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 2 0 64 23 0 0 6 0 0 10 15 0 0 6 0 126 56 0 0 0 39 0 0 0 3 0 4 5 0 0 0 0 1 108 234

1218-1219

30-60

0 0 0 0 4 3 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 4 3 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8

1219-1220

30-60

0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 60 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 30 90

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 60 0 0 0 0 31 0 0 0 0 0 0 0 0 0 0 0 0 31 91

1220-1221

30-60

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 160 24 0 0 0 0 0 0 0 0 0 0 0 184 186

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 21 21

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 181 24 0 0 0 0 0 0 0 0 0 0 0 205 207

1221-1222

30-60

0 0 4 0 37 0 0 0 0 0 10 5 4 0 2 0 0 62 0 0 1 1 173 51 0 0 0 0 0 0 0 0 0 0 0 226 288

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 17 0 0 0 0 0 0 2 0 0 0 1 0 22 22

90-120

0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 4 2 37 0 0 0 0 0 10 9 4 0 2 0 0 68 0 0 2 2 190 51 0 0 0 0 0 2 0 0 0 1 0 248 316



(Annexure 3.8)

1222-1223

30-60

0 0 0 1 133 27 0 0 0 0 0 0 0 0 0 0 0 161 0 0 0 0 121 55 0 0 0 0 0 0 0 0 0 0 0 176 337

60-90

0 12 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 4 6 3 0 0 0 0 13 26

90-120

0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 33 0 2 133

27 0 0 0 0 0 0 0 0 0 0 0 195 0 0 0 0 121 55 0 0 0 0 4 6 3 0 0 0 0 189 384

1223-1224

30-60

0 0 2 0 20 9 0 1 0 0 0 0 0 0 0 0 0 32 0 0 0 0 60 23 0 11 0 0 0 0 0 0 0 0 0 94 126

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0 18 18

90-120

2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

2 0 2 0 20 9 0 1 0 0 0 0 0 0 0 0 0 34 12 0 0 1 60 23 0 16 0 0 0 0 0 0 0 0 0 112 146

1224-1225

30-60

0 0 1 0 81 37 0 0 0 0 0 0 0 0 0 0 0 119 0 0 20 0 110 66 0 5 2 0 2 0 0 0 0 1 206 325

60-90

0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 5 0 20 0 0 0 2 0 0 0 0 0 0 0 0 27 30

90-120

0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 3 1 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 17

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 5 0 81 37 0 2 0 0 0 0 0 0 0 0 0 125 1 0 38 0 130 66 0 5 4 0 0 2 0 0 0 0 1 247 372

1225-1226

30-60

0 0 5 0 130 91 30 0 0 0 0 0 0 0 0 0 256 0 0 13 0 109 41 16 6 0 0 10 12 2 0 0 0 2 211 467

60-90

0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 5 3 0 4 0 13 16

90-120

0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 7 0 130

91 33 0 0 0 0 0 0 0 0 0 0 261 0 0 13 0 109 41 16 6 0 1 10 17 5 0 2 4 2 226 487

1226-1227

30-60

4 0 0 0 159 34 19 0 0 0 0 0 0 0 0 0 0 216 0 0 6 0 53 31 0 0 0 0 0 0 0 0 0 0 0 90 306

60-90

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11 0 5 4 10 0 0 0 0 0 0 0 0 1 0 0 0 31 32

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 9 4 0 2 5 0 25 25

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

5 0 0 0 159

34 19 0 0 0 0 0 0 0 0 0 0 217 11 0 11 9 63 31 0 0 0 0 0 9 4 1 2 5 0 146 363

1227-1228

30-60

0 0 1 0 49 39 0 0 0 0 0 6 0 0 4 0 6 105 0 0 0 1 58 40 0 1 0 5 0 0 0 0 0 0 0 105 210

60-90

0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 4 6 0 0 0 0 0 0 0 0 0 0 0 11 13



(Annexure 3.8)

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 8

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 50 39 1 0 0 0 0 6 0 0 4 0 6 107 0 0 0 2 62 46 0 1 0 5 0 5 0 0 0 3 0 124 231

1228-1229

30-60

0 0 0 0 20 9 0 22 0 0 5 3 0 0 1 1 61 19 0 3 0 17 0 0 0 1 0 0 0 0 0 0 0 0 40 101

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 17

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 4 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 20 9 0 22 0 0 0 5 3 0 0 1 1 61 37 0 3 2 17 0 0 0 1 0 0 0 0 0 1 0 0 61 122

1229-1230

30-60

0 0 0 0 36 22 7 0 0 0 0 2 0 0 0 0 1 68 0 0 0 0 0 0 2 0 4 0 0 0 0 0 0 0 6 74

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 6 6

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 0 0 0 5 0 0 1 0 0 11 11

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 36 22 7 0 0 0 0 2 0 0 0 0 1 68 0 1 0 4 0 0 0 2 0 10 0 5 0 0 1 0 0 23 91

1230-1231

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 49 15 0 8 0 0 9 18 0 0 0 1 3 106 106

60-90

0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10

90-120

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 5 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 9 11

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 4 8 5 3 3 49 15 0 8 0 0 9 18 0 0 1 1 3 123 127

1231-1232

30-60

0 0 3 0 0 0 0 0 0 0 0 1 0 0 0 0 1 5 0 0 10 0 126 90 0 0 0 0 5 2 0 0 0 1 1 235 240

60-90

0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 4 0 0 0 0 5 0 0 0 0 0 4 2 2 0 0 0 0 13 17

90-120

0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 4 0 6 0 0 0 0 0 0 0 0 0 0 0 4 0 0 1 0 0 5 11

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 3 2 0 0 0 0 0 0 0 3 2 0 0 4 1 15 0 0 10 0 131 90 0 0 0 0 9 8 2 0 1 1 1 253 268

1232-1233

30-60

0 0 0 0 132 79 2 1 0 1 0 0 0 0 0 0 2 217 0 0 10 0 156 64 0 0 0 0 0 0 0 0 0 0 0 230 447

60-90

0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 0 0 0 15 0 0 0 0 4 0 20 24

90-120

0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 3 6

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2



(Annexure 3.8)

Sub

Total

0 0 0 3 132

79 6 1 0 1 0 0 0 0 0 0 2 224 1 0 10 1 156 64 0 0 0 0 17 0 0 0 2 4 0 255 479

1233-1234

30-60

0 0 2 1 161 86 0 0 1 0 0 0 0 0 0 0 1 252 0 0 24 7 137 52 0 1 0 0 6 6 5 2 0 0 2 242 494

60-90

0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 15 18

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2

Sub

Total

0 0 2 2 161

86 0 0 1 0 0 2 0 0 0 0 1 255 3 0 24 7 137 52 0 1 0 0 6 20 5 2 2 1 2 262 517

1234-1235

30-60

0 0 1 0 134 98 0 0 0 0 0 0 0 0 0 0 0 233 0 0 7 0 82 89 3 2 1 0 0 0 0 0 0 0 2 186 419

60-90

0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 7 0 5 0 2 0 0 0 0 5 5 0 0 8 4 36 37

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 5 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Sub

Total

0 0 2 0 134

98 0 0 0 0 0 0 0 0 0 0 0 234 0 2 14 0 87 89 5 2 1 0 0 6 5 0 1 10 6 228 462

1235-1236

30-60

0 0 1 1 27 40 0 0 0 0 25 36 27 7 0 6 1 171 0 0 0 0 43 36 0 0 6 0 0 0 0 0 0 0 0 85 256

60-90

0 0 0 1 0 0 0 0 0 9 3 0 0 0 0 0 0 13 0 0 0 0 3 0 0 0 0 2 0 0 0 0 0 0 0 5 18

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 7 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 9 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 2 27 40 0 0 0 9 28 36 27 7 0 7 1 185 0 7 0 1 46 36 0 0 6 2 0 0 0 0 1 0 0 99 284

1236-1237

30-60

0 0 0 0 50 75 0 0 1 0 0 4 0 0 0 1 1 132 0 0 37 0 173 67 0 0 0 0 2 4 2 2 0 287 419

60-90

0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 2 10 3 0 0 0 0 0 0 0 0 0 0 0 15 16

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0 4 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 50 75 0 0 1 0 0 5 0 0 0 1 1 133 0 0 37 2 183 70 0 0 0 0 2 5 3 0 1 3 0 306 439

1237-1238

30-60

0 0 1 0 130 89 0 0 0 0 0 0 0 0 0 0 1 221 0 0 32 0 212 97 0 0 0 0 5 6 3 0 0 0 3 358 579

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 2

90-120

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 130

89 0 0 0 0 0 2 0 0 0 0 1 223 0 0 32 0 212 97 0 0 0 0 5 8 3 0 0 0 3 360 583



(Annexure 3.8)

1238-1239

30-60

0 0 3 0 45 40 0 0 0 0 0 5 1 0 0 0 0 94 0 0 6 0 71 54 0 0 0 5 15 30 12 8 0 15 5 221 315

60-90

0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 1 0 6 9

90-120

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

Sub

Total

0 0 3 1 45 40 0 0 0 0 0 7 1 0 2 0 0 99 0 0 6 0 71 54 0 0 0 5 15 35 12 8 2 16 5 229 328

1239-1240

30-60

0 0 0 0 35 12 15 0 0 0 0 0 0 0 0 0 0 62 0 0 1 1 30 35 0 0 1 0 5 2 1 0 0 1 4 81 143

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 35 12 15 0 0 0 0 0 0 0 0 0 0 62 0 0 1 1 30 35 0 0 1 0 5 6 1 0 0 1 4 85 147

1240-1241

30-60

0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

1241-1242

30-60

0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

60-90

0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

90-120

0 0 0 6 0 0 0 0 0 0 0 1 0 0 1 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 8 0 0 0 0 1 0 1 1 0 0 1 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13

1242-1243

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1243-1244

30-60

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

1244-1245

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1245-1246

30-60

0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

60-90

0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 2 1 0 0 0 0 0 0 1 0 0 1 0 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

1246-1247

30-60

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2

1247-1248

30-60

0 0 2 0 56 55 0 0 0 0 0 3 0 0 0 0 1 117 0 0 0 1 8 0 0 0 0 0 0 0 0 0 0 0 0 9 126

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 2 0 56 55 0 0 0 0 0 3 0 0 0 0 1 117 0 0 0 1 8 0 0 0 0 0 0 0 0 0 0 0 0 9 126

1248-1249

30-60

42 0 0 0 0 0 42 0 0 0 5 2 2 0 2 1 96 3 0 0 0 11 10 0 0 0 0 0 0 0 0 0 0 0 24 120

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

42 0 0 0 0 0 42 0 0 0 0 5 2 2 0 2 1 96 3 0 0 0 11 10 0 0 0 0 0 0 0 0 0 0 0 24 120

1249-1250

30-60

0 0 1 0 0 0 9 0 0 0 10 11 10 4 0 0 2 47 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 52

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 0 0 9 0 0 0 10 12 10 4 0 0 2 48 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 53

1250-1251

30-60

56 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 2 64 0 0 1 0 0 0 3 0 0 0 1 0 1 0 0 0 2 8 72

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 2

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

56 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 2 64 0 0 1 0 0 0 3 0 0 0 1 2 1 0 0 0 2 10 74

1251-1252

30-60

11 0 0 0 20 9 0 0 1 0 0 10 8 0 0 0 1 60 12 0 6 0 3 0 75 0 3 0 3 4 0 0 0 1 107 167

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

11 0 0 0 20 9 0 0 1 0 0 10 8 0 0 0 1 60 20 0 6 0 3 0 75 0 3 0 3 4 0 0 0 0 1 115 175

1252-1253

30-60

18 2 0 0 4 0 0 0 0 9 14 5 0 0 3 0 0 55 27 0 4 0 20 7 5 0 0 3 1 0 0 0 0 0 0 67 122

60-90

2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10 12

90-120

6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 13

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

26 2 0 0 4 0 0 0 0 9 14 5 0 0 3 0 0 63 36 0 4 8 20 7 5 0 0 3 1 0 0 0 0 0 0 84 147

1253-1254

30-60

19 0 7 0 0 0 3 0 0 0 10 12 8 0 5 3 67 22 0 0 2 0 0 2 0 21 0 0 0 0 0 0 0 2 49 116

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 18

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

19 0 7 0 0 0 3 0 0 0 0 10 12 8 0 5 3 67 31 0 11 2 0 0 2 0 21 0 0 0 0 0 0 0 2 69 136



(Annexure 3.8)

1254-1255

30-60

96 0 11 0 10 8 8 0 4 0 0 2 0 0 0 0 2 141 104 0 3 0 25 0 3 0 5 0 2 2 1 0 0 0 145 286

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

96 0 11 0 10 8 8 0 4 0 0 2 0 0 0 0 2 141 105

0 3 0 25 0 3 0 5 0 2 2 1 0 0 0 0 146 287

1255-1256

30-60

0 0 12 0 101 34 44 0 5 0 6 2 0 0 0 0 2 206 5 1 15 0 0 0 27 0 0 0 4 2 0 0 0 0 1 55 261

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 11 11

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 12 0 101

34 44 0 5 0 6 2 0 0 0 0 2 206 5 1 15 1 0 0 27 0 11 0 4 2 0 0 0 0 1 67 273

1256-1257

30-60

69 0 0 1 4 0 0 3 2 4 0 0 0 0 0 0 0 83 0 0 5 0 0 0 0 0 1 0 0 0 0 0 0 0 0 6 89

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

4 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 6 3 0 1 3 0 0 0 0 0 0 0 3 0 0 0 0 0 10 16

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

73 0 0 1 4 0 0 3 2 4 0 2 0 0 0 0 0 89 3 0 6 3 0 0 0 0 1 0 0 3 0 0 0 0 0 16 105

1257-1258

30-60

27 0 5 0 50 28 24 0 3 0 0 0 0 0 0 0 0 137 51 1 2 0 65 52 11 1 1 1 5 4 4 3 0 2 2 205 342

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 3 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

27 0 5 0 50 28 24 0 3 0 0 0 0 0 0 0 0 137 55 1 2 0 65 52 11 1 1 1 5 6 4 3 1 2 2 212 349

1258-1259

30-60

23 0 1 0 7 0 25 0 1 5 5 5 0 0 0 0 0 72 8 0 1 0 0 0 19 0 1 0 0 10 5 3 0 0 0 47 119

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

23 0 1 0 7 0 25 0 1 5 5 5 0 0 0 0 0 72 8 0 1 0 0 0 19 0 1 0 0 10 5 3 0 0 0 47 119

1259-1260

30-60

0 0 0 0 1 0 28 0 1 0 0 5 0 0 0 0 2 37 8 0 2 1 30 10 54 0 6 0 0 15 2 0 0 0 0 128 165

60-90

0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2



(Annexure 3.8)

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 1 0 28 0 1 0 0 6 0 0 0 0 2 38 8 0 2 1 30 10 54 0 6 0 0 16 2 0 0 0 0 129 167

1260-1261

30-60

8 0 3 0 45 45 0 4 0 3 5 0 0 0 0 0 113 3 2 0 0 31 36 0 2 2 16 5 3 5 0 0 3 108 221

60-90

0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 2 2 0 9 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

8 0 3 0 45 0 45 0 4 0 3 6 0 0 0 0 0 114 3 2 0 0 31 0 36 0 2 2 16 10 3 5 2 2 3 117 231

1261-1262

30-60

28 0 0 0 30 13 2 0 2 0 0 2 0 0 0 0 1 78 1 0 1 0 1 0 11 1 0 0 1 3 0 0 0 0 0 19 97

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

28 0 0 0 30 13 2 0 2 0 0 2 0 0 0 0 1 78 1 0 1 0 1 0 11 1 0 0 1 3 0 0 0 0 0 19 97

1262-1263

30-60

41 0 3 0 0 0 20 0 1 0 1 0 0 0 0 0 2 68 0 0 2 0 29 0 10 0 3 0 11 0 0 0 0 0 2 57 125

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 2

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 2

Sub

Total

41 0 3 0 0 0 20 0 1 0 1 0 0 0 0 0 2 68 0 0 2 0 29 0 10 0 3 0 11 6 0 0 0 0 2 63 131

1263-1264

30-60

13 0 0 0 0 0 49 0 2 0 0 0 0 0 0 0 0 64 0 0 0 0 17 10 4 0 5 0 1 2 0 0 0 0 2 41 105

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 10 1 0 0 0 0 0 15 15

90-120

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5 0 0 1 5 3 14 15

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

13 0 0 1 0 0 49 0 2 0 0 0 0 0 0 0 0 65 0 0 0 0 17 10 4 0 5 4 11 8 0 0 1 5 5 70 135

1264-1265

30-60

0 0 2 0 55 50 0 0 0 0 0 0 0 0 0 0 3 110 4 0 9 0 100 66 0 0 0 1 5 5 5 0 0 0 0 195 305

60-90

0 0 0 5 10 0 0 0 0 0 0 1 0 0 0 0 0 16 0 0 0 0 20 4 0 0 0 0 0 0 0 0 0 0 0 24 40

90-120

0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

0 0 2 5 65 50 0 0 0 0 0 5 0 0 0 0 3 130 4 0 9 0 120 70 0 0 0 1 5 5 5 0 0 0 0 219 349

1265-1266

30-60

2 0 11 4 84 89 18 0 0 0 6 8 0 0 0 0 2 224 0 0 10 0 262 11 0 0 0 15 10 3 0 0 0 2 313 537

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 3 3

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 5 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

2 0 11 4 84 89 18 0 0 0 6 8 0 0 0 0 2 224 0 3 10 2 262 0 11 0 0 0 15 11 4 0 1 0 2 321 545

1266-1267

30-60

0 0 22 0 142 67 5 0 0 0 15 0 0 0 0 0 2 253 0 0 3 0 75 96 0 0 2 0 0 6 0 0 0 0 1 183 436

60-90

0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 23 3 142

67 5 0 0 0 15 0 0 0 0 0 2 257 0 0 3 0 75 96 0 0 2 0 0 7 0 0 0 0 1 184 441

1267-1268

30-60

32 0 5 0 0 18 0 1 0 21 20 5 8 0 0 3 113 4 3 5 0 152 55 0 0 0 0 28 24 0 0 0 0 7 278 391

60-90

0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 4 0 2 0 11 0 0 0 0 0 0 0 0 0 0 0 0 17 19

90-120

0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

32 0 5 0 0 0 20 0 1 0 23 20 5 8 0 0 3 117 8 6 7 0 163 55 0 0 0 0 28 24 0 0 0 0 7 298 415

1268-1269

30-60

81 3 2 6 0 0 38 2 0 0 0 0 0 0 0 0 2 134 46 1 1 0 12 6 29 0 2 0 11 12 0 0 0 0 0 120 254

60-90

2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 3

90-120

5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 7

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

88 3 2 6 0 0 38 2 0 0 0 0 0 0 0 0 2 141 46 1 1 0 12 6 29 0 2 0 11 13 0 0 2 0 0 123 264

1269-1270

30-60

1 0 6 0 24 0 0 0 2 10 3 6 1 2 0 6 61 0 1 0 0 5 0 0 0 1 3 0 0 0 0 0 0 0 10 71

60-90

4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 14

90-120

10 8 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 14 35

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

15 8 6 0 24 0 0 0 0 2 13 3 6 1 2 0 6 86 0 1 0 0 15 0 0 0 1 3 14 0 0 0 0 0 0 34 120



(Annexure 3.8)

1270-1271

30-60

0 0 9 0 5 0 105 2 0 0 0 0 0 0 0 0 1 122 6 0 3 7 20 14 19 0 1 1 10 12 3 3 0 0 5 104 226

60-90

0 0 0 2 5 0 3 0 0 0 0 0 0 0 0 0 0 10 4 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6 16

90-120

0 24 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 32

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 24 12 2 10 0 108

2 0 0 0 0 0 0 0 0 1 159 10 0 3 14 20 14 19 0 1 1 10 12 3 3 0 0 5 115 274

1271-1272

30-60

0 0 2 0 50 22 0 4 0 2 2 1 0 0 0 2 85 64 0 3 0 31 7 25 0 9 0 17 3 5 0 0 0 0 164 249

60-90

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 4

90-120

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 2 0 51 0 22 0 4 0 2 4 1 0 0 0 2 88 64 0 3 0 31 7 25 0 9 0 17 4 5 0 0 2 0 167 255

1272-1273

30-60

20 0 0 0 40 5 28 0 2 5 0 3 1 0 0 0 0 104 48 0 4 0 5 0 32 1 2 0 11 6 4 4 0 0 3 120 224

60-90

2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3

90-120

0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

22 2 0 0 40 5 28 0 2 5 0 4 1 0 0 0 0 109 49 0 4 0 5 0 32 1 2 0 11 6 4 4 0 0 3 121 230

1273-1274

30-60

0 0 8 0 74 75 4 8 0 2 1 0 0 0 0 0 1 173 28 0 2 0 87 38 54 0 0 0 16 9 12 7 0 0 2 255 428

60-90

2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6

90-120

0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

2 0 8 0 74 75 4 8 0 2 1 7 0 0 0 1 1 183 32 0 2 0 87 38 54 0 0 0 16 9 12 7 0 0 2 259 442

1274-1275

30-60

2 0 0 0 99 67 23 0 0 0 10 2 0 0 0 0 1 204 0 0 2 2 136 23 37 0 0 0 4 3 10 7 0 0 1 225 429

60-90

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 6 7

90-120

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

3 0 0 1 99 67 23 0 0 0 10 2 0 0 0 0 1 206 0 0 2 2 136 23 37 0 0 0 9 4 10 7 0 0 1 231 437

1275-1276

30-60

0 0 0 1 131 78 6 0 0 0 7 0 0 0 0 0 1 224 0 0 0 7 149 110 0 0 0 0 4 5 5 5 7 1 5 298 522

60-90

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 9 5 7 0 2 0 23 24



(Annexure 3.8)

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7 0 0 2 0 0 9 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

1 0 0 1 131

78 6 0 0 0 7 0 0 0 1 0 1 226 0 0 0 7 149 110

0 0 0 0 4 21 10 12 9 3 5 330 556

1276-1277

30-60

0 0 0 1 114 78 1 0 0 0 1 0 0 0 0 0 1 196 0 0 0 2 154 123 0 0 0 0 0 1 0 0 0 0 1 281 477

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 5

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 1 114

78 1 0 0 0 1 0 0 1 0 0 1 197 0 0 0 2 159 123

0 0 0 0 0 1 0 0 0 0 1 286 483

1277-1278

30-60

0 2 3 0 104 67 5 0 0 0 2 1 0 0 0 0 1 185 0 0 0 0 120 89 1 0 0 1 1 3 1 2 8 0 1 227 412

60-90

1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5

90-120

0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 0 3 0 6 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 9 12

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

1 2 3 1 106

67 5 0 0 0 3 1 0 0 1 0 1 191 0 6 0 4 120 89 1 0 0 1 1 4 1 2 8 0 1 238 429

1278-1279

30-60

0 0 1 5 32 20 19 0 0 0 2 2 1 1 7 0 1 91 0 0 20 0 53 40 0 0 0 0 0 5 1 1 0 0 1 121 212

60-90

0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

90-120

0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 4 1 5 34 20 19 0 0 0 2 2 1 1 7 0 1 97 0 0 20 0 53 40 0 0 0 0 0 5 1 1 0 0 1 121 218

1279-1280

30-60

0 0 13 0 73 99 0 0 0 0 3 4 1 1 0 0 2 196 3 0 9 0 100 43 0 0 2 0 1 2 4 0 0 0 0 164 360

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0 6 6

90-120

0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 13 3 73 99 0 0 0 0 3 4 1 1 0 0 2 199 3 0 9 1 100 43 0 0 2 0 1 7 4 0 0 0 0 170 369

1280-1281

30-60

0 2 1 0 8 10 0 0 0 1 0 1 0 0 0 1 24 0 22 0 7 31 14 0 0 0 0 0 0 0 0 0 0 0 74 98

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 6 6

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 0 0 0 0 0 0 6 5 4 1 0 0 16 22

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

0 2 1 0 8 0 10 0 0 0 1 0 1 1 5 0 1 30 0 22 0 7 31 14 0 0 0 0 6 6 5 4 1 0 0 96 126

1281-1282

30-60

0 0 0 0 16 14 4 0 0 0 1 0 0 0 0 0 0 35 0 1 0 0 4 2 4 0 0 1 3 1 0 0 1 17 52

60-90

0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 11

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 11 0 0 16 14 4 0 0 0 1 0 0 0 0 0 0 46 0 1 0 0 4 0 2 4 0 0 0 1 3 1 1 0 1 18 64

1282-1283

30-60

0 1 1 4 22 20 1 0 0 0 0 0 0 0 0 0 1 50 0 4 0 0 4 4 2 0 1 3 5 4 3 2 1 3 1 37 87

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 8 0 0 0 0 0 0 0 1 0 0 0 0 0 9 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 1 4 22 20 1 0 0 0 0 0 0 0 1 0 1 51 0 4 0 14 4 4 2 0 1 3 5 5 3 2 1 3 1 52 103

1283-1284

30-60

0 1 4 0 24 10 14 0 4 0 3 1 0 0 0 0 1 62 0 0 0 0 0 30 19 1 3 25 27 25 24 2 1 7 164 226

60-90

0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 2 0 6 9

90-120

0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 5 0 2 7 0 0 0 0 0 0 0 0 15 2 0 0 0 0 26 31

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 4 0 27 10 14 0 4 0 8 1 0 0 0 0 1 70 0 2 7 0 0 0 30 19 1 3 29 42 27 24 2 3 7 196 266

1284-1285

30-60

0 0 1 0 0 0 0 0 0 2 4 6 8 0 0 1 22 0 0 2 0 0 0 0 0 0 0 0 1 0 2 1 0 0 6 28

60-90

0 0 0 0 0 0 0 0 0 0 5 3 3 4 3 0 0 18 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 20

90-120

0 7 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 9 0 181 0 5 0 0 0 0 0 0 0 5 2 1 1 0 0 195 204

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 7 1 0 0 0 0 0 0 0 9 7 9 12

3 0 1 49 0 181

2 5 0 0 0 0 0 0 0 8 2 3 2 0 0 203 252

1285-1286

30-60

0 0 1 0 0 0 0 0 1 0 3 2 1 2 0 0 0 10 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11

60-90

0 0 0 0 0 0 0 0 0 0 0 12 1 3 4 7 1 28 0 0 0 0 0 0 0 0 0 0 0 13 3 7 0 0 0 23 51

90-120

0 1 0 0 0 0 0 0 0 0 24 5 7 0 0 0 0 37 0 92 1 0 0 0 0 0 0 0 0 55 23 5 1 0 0 177 214

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 1 0 0 0 0 0 1 0 27 19 9 5 4 7 1 75 0 92 2 0 0 0 0 0 0 0 0 68 26 12 1 0 0 201 276



(Annexure 3.8)

1286-1287

30-60

0 1 0 1 3 0 0 0 0 5 1 0 0 0 0 1 12 0 0 0 0 20 8 3 0 0 0 14 4 1 0 0 0 0 50 62

60-90

0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 5 7

90-120

0 0 0 0 0 0 0 0 0 0 2 2 2 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 2 1 7 0 1 7 0 19 25

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 0 1 3 0 0 0 0 0 7 5 2 0 0 0 1 20 0 0 0 1 20 8 3 0 0 0 20 6 8 0 1 7 0 74 94

1287-1288

30-60

0 0 10 0 155 50 4 0 0 0 1 0 1 1 1 0 2 225 1 0 3 0 145 67 0 0 0 0 0 1 1 0 0 0 0 218 443

60-90

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 10 1 155

50 4 0 0 0 1 0 1 1 1 0 2 226 1 2 3 0 145 67 0 0 0 0 0 1 1 0 0 0 0 220 446

1288-1289

30-60

1 0 0 0 111 43 0 0 0 0 0 1 1 0 0 0 1 158 0 0 31 0 56 39 0 0 1 0 1 1 1 1 1 1 0 133 291

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

1 0 0 0 111

43 0 0 0 0 0 1 1 0 0 0 1 158 0 0 31 0 56 39 0 0 1 0 1 6 1 1 2 1 0 139 297

1289-1290

30-60

0 0 0 0 27 12 0 0 0 0 1 2 4 6 0 0 0 52 0 0 11 0 48 12 0 0 0 89 3 4 1 2 8 3 3 184 236

60-90

0 0 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 14 21

90-120

0 6 0 0 0 0 0 0 0 0 0 21 4 0 0 0 0 31 0 0 0 0 0 0 0 0 0 0 34 2 1 2 2 1 1 43 74

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 6 0 4 30 12 0 0 0 0 1 23 8 6 0 0 0 90 0 0 11 7 55 12 0 0 0 89 37 6 2 4 10 4 4 241 331

1290-1291

30-60

0 0 2 3 0 0 0 0 1 0 0 0 0 0 0 2 8 0 0 3 0 1 3 0 0 1 0 2 5 7 1 7 0 0 30 38

60-90

0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 20 50

90-120

0 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 0 68 0 10 0 0 0 0 0 0 0 5 0 0 0 0 0 83 130

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 47 2 3 0 0 0 0 0 1 30 0 0 0 0 0 2 85 0 68 3 10 1 3 0 0 1 0 2 30 7 1 7 0 0 133 218

1291-1292

30-60

0 0 2 0 0 0 0 0 2 1 2 1 0 0 0 0 8 0 0 2 0 0 0 0 2 0 2 0 0 0 0 0 0 2 8 16

60-90

0 0 0 1 0 0 0 2 0 5 0 3 2 0 0 3 2 18 0 0 0 2 0 0 0 0 0 0 5 5 1 0 0 0 0 13 31



(Annexure 3.8)

90-120

0 14 0 5 0 0 0 0 0 0 0 10 5 2 2 3 0 41 0 23 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 38 79

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 14 2 6 0 0 0 2 0 7 1 15 8 2 2 6 2 67 0 23 2 17 0 0 0 2 0 2 5 5 1 0 0 0 2 59 126

1292-1293

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 10 7 12 5 0 3 0 38 38

60-90

0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 5 2 7 0 0 0 0 14 17

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 1 0 0 0 0 0 0 2 5 0 0 0 0 0 26 26

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0 18 0 1 0 0 0 0 1 5 12 14 19 5 0 3 0 78 81

1293-1294

30-60

9 0 3 0 2 1 0 0 1 0 0 0 0 0 0 0 1 17 0 0 3 4 0 0 0 0 2 0 15 21 0 0 0 0 5 50 67

60-90

0 4 0 4 0 0 0 0 0 0 0 0 3 0 0 0 0 11 2 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 6 17

90-120

0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 82 0 4 0 0 0 0 0 0 0 9 0 0 4 0 0 99 120

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

9 25 3 4 2 1 0 0 1 0 0 0 3 0 0 0 1 49 2 82 3 8 0 0 0 0 2 0 19 30 0 0 4 0 5 155 204

1294-1295

30-60

0 0 3 0 4 0 0 0 0 2 21 27 1 0 0 0 2 60 0 0 0 0 0 0 0 0 0 0 27 2 3 1 0 0 0 33 93

60-90

26 0 0 3 5 0 0 0 0 27 0 0 0 0 0 0 0 61 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 83

90-120

0 18 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 21 2 31 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 35 56

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

26 18 3 6 9 0 0 0 0 29 21 27 1 0 0 0 2 142 24 31 0 2 0 0 0 0 0 0 27 2 3 1 0 0 0 90 232

1295-1296

30-60

13 0 1 0 0 0 2 12 4 0 0 0 0 0 0 0 0 32 32 0 2 0 0 0 26 7 3 0 0 0 0 0 0 0 0 70 102

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

13 0 1 0 0 0 2 12 4 0 0 0 0 0 0 0 0 32 32 0 2 0 0 0 26 7 3 0 0 0 0 0 1 0 0 71 103

1296-1297

30-60

0 0 1 0 0 0 2 1 1 0 0 0 0 0 0 0 0 5 0 0 0 0 0 2 0 5 0 4 0 0 0 0 1 12 17

60-90

0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 23 25

90-120

0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 21

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

0 6 1 0 0 0 2 1 1 0 0 0 0 0 0 0 0 11 22 17 0 1 0 0 2 0 5 0 0 4 0 0 0 0 1 52 63

1297-1298

30-60

0 0 1 0 10 5 0 1 0 0 10 23 2 0 0 0 2 54 2 0 6 0 0 0 0 0 2 0 1 2 3 1 1 0 2 20 74

60-90

0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 14

90-120

0 2 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 8 0 17 0 9 0 0 0 0 0 0 0 0 0 0 1 0 0 27 35

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 2 1 0 10 5 0 1 0 0 10 41 2 0 0 0 2 74 2 17 6 9 0 0 0 0 2 0 1 2 3 1 2 2 2 49 123

1298-1299

30-60

0 0 5 0 4 0 0 0 1 0 11 2 1 1 0 0 2 27 2 0 9 1 0 1 0 3 2 0 10 7 0 0 0 0 2 37 64

60-90

25 11 23 0 15 4 0 4 16 0 0 8 0 0 0 8 0 114 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 117

90-120

0 1 0 0 0 0 0 0 0 0 1 1 6 0 1 5 2 17 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

25 12 28 0 19 4 0 4 17 0 12 11 7 1 1 13 4 158 2 3 9 4 0 1 0 3 2 0 10 7 0 0 0 0 2 43 201

1299-1300

30-60

5 0 0 0 4 0 1 0 0 0 0 0 0 0 0 0 2 12 38 0 13 0 0 52 0 1 0 1 1 0 0 0 0 1 107 119

60-90

1 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18

90-120

0 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 39

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

6 52 0 0 4 0 1 0 0 0 0 0 0 0 0 0 2 65 38 0 13 0 0 0 56 0 1 0 1 1 0 0 0 0 1 111 176

1300-1301

30-60

9 0 2 1 38 30 1 0 0 1 1 0 0 0 0 0 0 83 27 0 0 0 0 0 48 2 0 2 2 12 4 0 0 0 2 99 182

60-90

1 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 24

90-120

0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 0 9 0 4 0 0 0 0 0 0 1 0 0 0 0 0 0 14 40

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

10 44 2 1 38 30 1 0 0 1 1 0 0 0 0 0 0 128 32 9 0 4 0 0 48 2 0 2 3 12 4 0 0 0 2 118 246

1301-1302

30-60

4 0 0 0 6 0 2 3 0 20 11 2 4 1 0 0 4 57 0 0 2 0 2 2 15 1 3 3 14 5 2 0 0 9 2 60 117

60-90

4 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 21

90-120

2 8 0 10 0 0 0 0 0 0 0 5 0 0 1 8 0 34 0 1 0 9 0 0 4 0 0 0 0 0 0 0 0 0 0 14 48

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

10 8 0 17 6 0 2 3 0 20 11 7 4 1 1 8 4 102 0 1 2 18 3 2 19 1 3 3 14 5 2 0 0 9 2 84 186



(Annexure 3.8)

1302-1303

30-60

1 0 0 7 0 0 0 0 0 14 11 1 0 0 0 2 36 1 0 0 5 0 0 0 2 0 0 20 17 15 0 0 6 5 71 107

60-90

0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 26

90-120

0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 30 4 6 0 0 0 0 0 0 0 0 11 9 0 0 4 0 64 76

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

1 14 0 10 0 0 0 0 0 0 14 11 1 0 0 0 2 53 52 4 6 5 0 0 0 2 0 0 20 28 24 0 0 10 5 156 209

1303-1304

30-60

0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 28 3 4 6 4 1 2 48 49

60-90

0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 30 35 0 0 5 0 70 74

90-120

0 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 49 10 29 0 6 0 0 0 0 0 0 0 15 0 0 3 12 2 77 126

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 10 29 0 6 0 0 0 0 0 0 28 48 39 6 7 18 4 195 249

1304-1305

30-60

0 0 2 0 0 0 2 0 1 0 0 2 0 0 0 0 1 8 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 10

60-90

4 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 1 0 1 0 0 1 1 0 0 1 0 0 0 0 0 6 12

90-120

0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 24 0 5 0 0 0 0 0 0 0 0 0 0 1 0 0 30 38

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

4 9 2 1 0 0 2 0 1 0 0 2 0 0 0 0 1 22 1 24 1 5 1 0 0 1 1 0 0 3 0 0 1 0 0 38 60

1305-1306

30-60

0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

60-90

0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

90-120

0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 4 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 5 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 1 0 2 0 0 1 0 0 1 0 0 0 1 1 1 9 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 5 14

1306-1307

30-60

0 0 0 0 0 2 0 0 0 2 3 0 0 0 0 1 8 0 0 0 0 0 0 0 1 0 5 0 0 0 0 0 2 8 16

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 1 1 2 0 0 7 8

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 2 0 0 0 2 3 0 0 1 0 1 9 0 0 0 0 0 0 0 0 1 0 10 3 1 0 2 0 2 19 28

1307-1308

30-60

0 0 0 0 0 0 1 0 0 0 99 44 11

0 0 7 162 5 0 0 4 7 6 0 0 0 0 0 15 0 0 0 0 1 38 200

60-90

0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 14 2 0 0 0 5 2 0 0 0 0 0 1 0 0 0 0 0 10 24



(Annexure 3.8)

90-120

0 0 0 0 0 0 0 0 0 0 8 2 2 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 16

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 1 0 0 14 8 101

46 11

0 0 7 188 7 0 0 4 12 8 0 0 0 0 0 16 0 0 2 2 1 52 240

District Total ##

634

##

173

## 2211

846

203

##

127

##

##

218

73

47

91 136

11111

1107

797

##

##

###

###

##

236

189

180

597

##

352

131

106

##

156

###

25080

NELLORE DISTRICT1308-1309

30-60

0 0 0 0 26 20 0 0 0 0 2 6 0 0 0 0 1 55 4 0 5 0 15 16 0 0 0 0 0 0 0 0 0 0 1 41 96

60-90

0 0 0 0 5 1 0 0 0 0 0 1 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 5 2 0 0 0 0 7 14

90-120

0 0 0 0 1 0 0 0 0 0 0 2 0 0 0 4 0 7 2 1 0 6 5 0 0 0 0 0 0 0 0 0 2 4 0 20 27

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 32 21 0 0 0 0 2 9 0 0 0 4 1 69 6 1 5 6 20 16 0 0 0 0 0 5 2 0 2 4 1 68 137

1309-1310

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 3 3

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 8 0 1 0 0 0 0 0 0 1 1 0 2 2 0 20 20

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 5 8 0 6 0 0 0 1 0 0 1 1 0 2 2 0 26 27

1310-1311

30-60

0 0 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 5 0 0 2 0 7 3 0 1 0 0 12 4 12 0 0 0 3 44 49

60-90

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 0 7 7 0 2 0 0 0 0 0 0 0 0 0 21 22

90-120

0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0 34 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 38 41

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 2 0 0 5 1 0 0 1 0 0 0 0 0 0 0 0 9 0 34 7 2 16 10 0 3 0 0 12 4 12 0 0 0 3 103 112

1311-1312

30-60

0 0 0 0 6 5 0 0 7 1 0 2 1 0 0 0 1 23 0 0 10 0 37 0 0 0 5 1 5 4 3 0 0 0 3 68 91

60-90

0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 10 2 0 0 0 0 12 16

90-120

0 2 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 7 0 20 4 1 2 0 0 0 0 0 0 0 0 0 2 4 0 33 40

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 2 0 3 12 5 0 0 7 1 0 2 1 0 0 0 1 34 0 20 14 1 39 0 0 0 5 1 5 14 5 0 2 4 3 113 147

1312-1313

30-60

0 0 0 0 4 0 0 0 1 0 2 0 0 0 0 1 8 2 0 8 0 1 20 2 0 1 0 2 1 2 2 0 0 2 43 51

60-90

0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11 13



(Annexure 3.8)

90-120

0 9 0 1 0 0 0 0 0 0 0 0 0 0 0 5 0 15 0 6 0 9 0 0 0 0 0 0 0 2 0 0 0 0 0 17 32

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 9 0 1 4 0 0 0 0 1 2 2 0 0 0 5 1 25 2 6 8 9 12 20 2 0 1 0 2 3 2 2 0 0 2 71 96

1313-1314

30-60

0 0 0 0 10 0 20 0 0 10 0 3 0 0 0 0 1 44 0 0 3 0 19 6 0 0 1 0 0 0 0 0 0 0 1 30 74

60-90

0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 10

90-120

0 0 0 0 0 0 0 0 0 0 0 5 0 0 6 0 0 11 0 1 0 3 0 0 0 0 0 0 0 4 2 0 0 2 0 12 23

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 10 0 20 0 4 10 0 8 0 0 6 0 1 59 0 1 3 3 19 6 0 0 1 0 0 4 2 0 0 8 1 48 107

1314-1315

30-60

0 0 0 0 22 20 9 1 13 0 1 2 1 1 0 0 2 72 0 0 14 0 39 0 2 25 0 11 0 0 0 0 0 2 93 165

60-90

0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 2 5 5 0 0 0 0 12 19

90-120

0 9 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 10 0 5 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 9 19

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 9 0 0 22 20 9 1 13 0 1 9 1 1 1 0 2 89 0 5 14 0 39 0 0 2 25 0 13 9 5 0 0 0 2 114 203

1315-1316

30-60

0 0 0 0 30 34 38 1 35 0 14 5 0 0 0 0 5 162 0 0 4 0 40 27 1 1 45 0 0 0 0 0 0 0 0 118 280

60-90

0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 3 2 3 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 8 11

90-120

0 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 92

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 33 0 0 30 34 38 1 35 0 14 7 0 0 0 0 5 197 2 63 4 0 40 27 1 2 45 0 2 0 0 0 0 0 0 186 383

1316-1317

30-60

5 0 0 3 32 30 36 0 24 0 9 6 5 0 0 0 1 151 5 0 3 0 29 25 6 1 55 0 10 3 1 0 0 0 0 138 289

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5

90-120

0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 123

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

5 70 0 3 32 30 36 0 24 0 9 6 5 0 0 0 1 221 5 58 3 0 29 25 6 1 55 0 10 3 1 0 0 0 0 196 417

1317-1318

30-60

8 0 2 2 100 36 0 0 12 0 0 5 2 0 0 0 0 167 0 0 0 0 79 0 0 13 0 2 0 0 0 0 0 4 98 265

60-90

0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 9 0 0 2 0 0 0 0 0 0 0 0 0 13 15

90-120

0 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 49

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

8 43 2 2 100

36 0 0 12 0 0 5 2 0 0 0 0 210 2 8 0 0 88 0 0 2 13 0 2 0 0 0 0 0 4 119 329

1318-1319

30-60

0 5 0 0 31 30 0 0 3 0 0 0 0 0 0 0 0 69 0 0 0 0 42 20 0 2 0 0 0 0 0 0 0 0 0 64 133

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 112

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 57 0 0 31 30 0 0 3 0 0 0 0 0 0 0 0 121 0 60 0 0 42 20 0 2 0 0 0 0 0 0 0 0 0 124 245

1319-1320

30-60

0 0 0 0 9 9 0 0 25 0 0 0 0 0 0 0 0 43 0 0 0 0 19 0 0 0 0 2 1 1 0 0 0 1 24 67

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2

90-120

0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 3 0 0 9 9 0 0 25 0 0 0 0 0 0 0 0 46 0 2 0 0 21 0 0 0 0 0 2 1 1 0 0 0 1 28 74

1320-1321

30-60

0 0 0 0 3 0 0 2 0 0 0 0 0 0 0 0 0 5 0 0 0 0 6 12 0 2 0 0 9 0 0 0 0 0 1 30 35

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 32

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 21 0 0 3 0 0 2 0 0 0 0 0 0 0 0 0 26 0 11 0 0 6 12 0 2 0 0 9 0 0 0 0 0 1 41 67

1321-1322

30-60

0 0 1 0 2 0 0 0 3 0 0 0 0 0 0 0 2 8 0 0 0 0 0 0 0 17 0 5 6 3 2 0 0 1 34 42

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 35

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 4 1 0 2 0 0 0 3 0 0 0 0 0 0 0 2 12 0 31 0 0 0 0 0 0 17 0 5 6 3 2 0 0 1 65 77

1322-1323

30-60

0 0 0 0 1 0 0 1 3 0 0 0 0 0 0 1 6 0 2 0 2 50 30 0 0 5 0 5 2 1 0 0 0 0 97 103

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-120

0 23 0 0 0 0 0 0 0 0 0 3 0 0 2 0 0 28 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 43

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 23 0 0 1 0 0 0 1 3 0 3 0 0 2 0 1 34 0 18 0 2 50 30 0 0 5 0 5 2 1 0 0 0 0 113 147



(Annexure 3.8)

1323-1324

30-60

0 0 0 0 13 0 0 0 2 0 0 0 0 0 0 0 0 15 0 0 0 0 20 14 0 0 2 0 0 5 3 0 0 0 1 45 60

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 13 0 0 0 2 0 0 0 0 0 0 0 0 15 0 3 0 0 20 14 0 0 2 0 0 5 3 0 0 0 1 48 63

1324-1325

30-60

0 0 2 0 180 7 0 1 48 0 0 0 0 0 0 0 2 240 0 0 71 0 0 0 0 0 15 0 0 0 0 0 0 0 1 87 327

60-90

0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

90-120

0 1 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 2 1 191

7 0 1 48 0 0 3 0 0 0 0 2 256 0 1 71 0 0 0 0 0 15 0 0 0 0 0 0 0 1 88 344

1325-1326

0 0 0 0 29 0 0 1 24 0 0 0 0 0 0 0 0 54 0 0 2 0 99 49 1 0 37 0 0 5 0 0 0 0 1 194 248

0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 35 0 0 1 24 0 0 0 0 0 1 0 0 61 0 0 2 0 99 49 1 0 37 0 0 5 0 0 0 0 1 194 255

1326-1327

30-60

0 0 0 0 23 20 0 1 6 0 0 0 0 0 0 0 1 51 0 0 0 0 10 9 0 0 2 0 0 0 0 0 0 0 0 21 72

60-90

0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 12

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 29 20 0 1 6 0 0 0 0 0 1 0 1 58 0 0 0 0 16 9 0 0 2 0 0 0 0 0 1 0 0 28 86

1327-1328

30-60

0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2

90-120

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2

Sub

Total

0 1 0 0 1 0 0 0 7 0 0 0 0 0 2 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 15

1328-1329

30-60

0 0 0 0 20 1 0 0 4 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 8 33

60-90

0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 5 2 0 0 0 0 0 8 11

90-120

2 8 0 7 0 0 0 0 0 0 7 1 0 0 0 0 0 25 0 26 0 8 0 0 0 1 0 0 0 0 0 0 0 0 0 35 60



(Annexure 3.8)

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Sub

Total

2 8 0 10 20 1 0 0 4 0 7 1 0 0 0 0 0 53 0 26 0 8 1 0 0 1 4 4 5 2 0 0 1 0 0 52 105

1329-1330

1 0 0 0 5 0 0 0 2 0 0 0 0 0 0 0 1 9 0 0 2 0 15 0 0 0 0 2 0 0 0 0 0 0 0 19 28

2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 6 7

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

3 0 0 1 5 0 0 0 2 0 0 0 0 0 0 0 1 12 0 2 2 3 16 0 0 0 0 2 0 0 0 0 1 0 0 26 38

1330-1331

30-60

0 0 0 0 7 0 0 0 0 3 0 0 0 0 0 0 0 10 0 0 2 0 5 0 0 0 1 0 0 0 0 0 0 0 3 11 21

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 7 0 0 2 0 0 0 0 0 1 2 0 0 1 1 0 14 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 17

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 7 0 0 9 0 0 0 0 3 1 2 0 0 1 1 0 24 0 2 2 0 6 0 0 0 1 0 0 0 0 0 0 0 3 14 38

1331-1332

30-60

0 0 0 0 8 0 0 2 1 0 0 0 0 0 0 0 11 0 0 5 0 9 0 0 8 0 10 2 0 0 0 0 0 34 45

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 6 0 0 0 0 0 0 0 0 0 0 0 0 13 13

90-120

0 9 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 12 0 23 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 25 37

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 9 0 0 8 0 0 0 2 1 3 0 0 0 0 0 0 23 0 23 5 9 15 0 0 0 8 0 10 2 0 0 0 0 0 72 95

1332-1333

30-60

8 0 1 0 0 0 0 0 0 4 1 2 0 0 0 1 17 0 0 0 0 10 0 0 0 0 0 4 6 0 0 0 0 2 22 39

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 10

90-120

0 3 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0 8 0 4 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 13

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

8 3 1 2 0 0 0 0 0 0 4 4 2 0 0 0 1 25 0 4 0 0 11 0 0 0 0 0 4 6 0 0 0 10 2 37 62

1333-1334

30-60

2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 2 8 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 4 12

60-90

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 10 0 3 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 7 17



(Annexure 3.8)

1334-1335

30-60

0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 1 6 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 3 9

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 3

90-120

0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 25

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 1 0 0 0 0 4 1 1 0 0 0 0 0 1 8 0 23 0 0 0 0 0 0 0 4 0 0 0 0 0 0 2 29 37

1335-1336

30-60

0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 56 0 0 0 0 0 0 0 0 0 0 1 58 62

60-90

0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

90-120

0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 5 9

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 4 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 1 56 0 0 0 0 0 0 0 0 0 1 4 1 63 72

1336-1337

30-60

2 0 0 0 5 0 3 0 0 1 1 0 0 0 0 1 13 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 15

60-90

0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 12 2 5 2 0 0 1 0 22 27

90-120

0 1 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 11 16

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

2 1 0 1 5 0 0 3 0 0 1 9 0 0 0 0 1 23 0 0 0 0 1 0 0 0 0 13 2 5 2 0 0 12 0 35 58

1337-1338

30-60

0 0 1 0 3 0 0 18 0 3 1 0 0 0 0 1 27 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 3 8 35

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 4 4

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 3 0 0 0 18 0 3 1 0 0 0 0 1 27 0 0 0 0 5 0 0 0 4 0 0 0 0 0 0 0 3 12 39

1338-1339

30-60

0 0 1 0 3 0 0 12 0 1 8 2 2 0 0 2 31 0 0 0 0 6 0 0 2 0 1 2 2 7 0 0 2 22 53

60-90

0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 7

90-120

0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 1 3 0 0 0 12 0 1 14 2 2 0 0 2 38 0 0 0 0 6 0 0 0 2 0 1 5 2 7 1 0 2 26 64

1339-1340

30-60

0 0 3 0 0 0 0 0 0 0 8 0 0 0 0 0 2 13 0 0 0 0 3 0 0 0 0 13 20 21 5 6 0 2 70 83

60-90

0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 15 21



(Annexure 3.8)

90-120

0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 4 4 2 9 1 21 23

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 3 2 0 0 0 0 0 0 14 0 0 0 0 0 2 21 0 0 0 0 3 0 0 0 0 0 13 21 25 9 8 24 3 106 127

1340-1341

30-60

0 1 0 1 20 0 0 1 0 1 0 0 0 0 0 0 1 25 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 3 8 33

60-90

0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 5

90-120

0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 1 0 5 20 0 0 1 0 1 0 0 0 0 2 0 1 31 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 3 10 41

1341-1342

30-60

0 0 1 0 1 0 0 0 0 0 2 2 0 0 0 0 1 7 0 0 0 0 8 12 0 0 0 0 0 0 0 0 0 0 0 20 27

60-90

0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5

90-120

0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 1 0 0 0 0 0 9 4 0 0 0 0 1 16 0 0 0 0 8 12 0 0 0 0 0 0 0 0 0 0 0 20 36

1342-1343

30-60

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

60-90

0 0 0 1 1 0 0 0 4 0 0 0 0 0 0 0 0 6 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 1 5 11

90-120

0 13 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 18

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 13 0 2 3 0 0 0 4 0 0 0 0 0 0 0 0 22 0 3 0 3 1 0 0 0 0 0 0 0 0 0 0 0 1 8 30

1343-1344

30-60

0 0 0 0 35 0 0 0 0 1 0 0 0 0 0 0 0 36 0 0 2 1 56 40 0 0 1 0 0 0 0 0 0 0 0 100 136

60-90

0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7

90-120

0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 5 4 1 35 0 0 0 0 1 0 0 0 0 0 0 0 46 0 3 2 1 56 40 0 0 1 0 0 0 0 0 0 0 0 103 149

1344-1345

30-60

0 0 2 1 9 0 0 1 0 1 2 0 0 0 0 0 16 0 0 0 0 20 18 0 0 0 0 0 0 0 0 0 0 3 41 57

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

0 0 2 1 9 0 0 0 1 0 1 2 0 0 2 0 0 18 0 0 0 0 20 18 0 0 0 0 0 0 0 0 0 0 3 41 59

1345-1346

30-60

0 0 2 0 1 0 0 0 0 1 1 1 0 0 0 0 6 0 0 3 0 50 0 0 0 0 0 0 0 0 0 0 0 53 59

60-90

1 0 0 2 0 0 0 0 0 2 0 1 0 0 0 0 0 6 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 3 9

90-120

0 4 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 4 13

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

1 4 2 7 1 0 0 0 0 2 1 2 1 0 0 0 0 21 0 0 3 1 51 0 0 0 0 2 0 3 0 0 0 0 0 60 81

1346-1347

30-60

0 0 3 0 1 0 0 0 0 1 0 0 0 0 0 0 0 5 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 1 5 10

60-90

0 0 1 3 0 0 0 0 0 0 4 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 11

90-120

0 18 0 0 0 0 0 0 0 1 10 1 0 0 0 2 0 32 0 6 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 8 40

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 18 4 3 1 0 0 0 0 2 14 1 0 0 0 2 0 45 0 6 0 1 3 0 0 0 0 0 1 4 0 0 0 0 1 16 61

1347-1348

30-60

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 4 1 0 0 0 0 0 0 63 63

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 2 0 0 58 0 0 0 0 4 1 0 0 0 0 0 0 65 73

1348-1349

30-60

0 0 2 0 58 30 0 0 0 0 0 0 0 0 0 0 1 91 0 0 0 0 50 24 0 0 0 0 4 4 0 0 0 0 0 82 173

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 2 0 58 30 0 0 0 0 0 0 0 0 0 0 1 91 0 0 0 0 50 24 0 0 0 0 4 4 0 0 0 0 0 82 173

1349-1350

30-60

0 0 0 0 85 0 0 0 1 0 0 0 0 0 0 0 1 87 3 0 1 0 37 0 0 0 0 0 1 0 0 0 0 2 44 131

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 85 0 0 0 1 0 0 0 0 0 0 0 1 87 3 0 1 0 37 0 0 0 0 0 0 1 0 0 0 0 2 44 131



(Annexure 3.8)

1350-1351

30-60

3 0 1 4 10 0 0 3 0 4 0 0 0 0 0 0 0 25 2 0 0 0 82 0 0 2 0 0 0 0 0 0 0 1 87 112

60-90

0 0 0 0 5 0 0 0 0 0 0 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

90-120

0 33 0 4 0 0 0 0 0 0 0 0 0 0 3 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

3 33 1 8 15 0 0 3 0 4 0 1 0 0 3 0 0 71 2 0 0 0 82 0 0 0 2 0 0 0 0 0 0 0 1 87 158

1351-1352

30-60

2 0 1 0 19 0 0 0 0 0 0 0 0 0 0 0 1 23 0 0 1 0 8 0 5 0 0 0 0 5 4 0 0 0 0 23 46

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

2 0 1 0 19 0 0 0 0 0 0 0 0 0 0 0 1 23 0 0 1 0 8 0 5 0 0 0 0 5 4 0 0 0 0 23 46

1352-1353

30-60

9 0 0 2 26 0 0 0 0 0 0 0 0 0 0 0 0 37 36 0 0 0 20 9 0 0 2 0 0 0 0 0 0 0 2 69 106

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

9 0 0 2 26 0 0 0 0 0 0 0 0 0 0 0 0 37 36 0 0 0 20 9 0 0 2 0 0 0 0 0 1 0 2 70 107

1353-1354

30-60

4 0 0 0 21 1 0 0 0 2 0 0 0 0 0 2 30 0 0 0 3 14 10 5 1 0 0 8 2 0 0 0 0 0 43 73

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6

90-120

0 4 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0 11 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 15

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

4 4 0 2 21 0 1 0 0 0 2 5 0 0 0 2 2 43 0 3 0 8 14 10 5 1 0 0 8 2 0 0 0 0 0 51 94

1354-1355

30-60

14 0 5 0 0 0 1 2 0 0 0 0 0 0 0 1 23 0 0 0 0 11 6 20 0 2 0 0 5 0 0 0 0 2 46 69

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-120

0 1 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 4 0 45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 47 51

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

14 1 5 0 0 0 0 3 2 0 0 1 0 0 0 0 1 27 0 45 0 2 12 6 20 0 2 0 0 5 0 0 0 0 2 94 121

1355-1356

30-60

0 0 2 0 0 0 0 5 10 11 4 2 2 1 0 2 39 1 0 0 0 99 0 2 2 8 2 1 1 0 0 0 0 2 118 157

60-90

0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5



(Annexure 3.8)

90-120

0 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 72

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 68 2 0 0 0 0 4 5 10 11 4 2 2 1 0 2 111 2 0 0 0 99 0 2 2 8 2 1 1 0 0 2 2 2 123 234

1356-1357

30-60

0 0 4 0 0 9 3 8 1 23 24 2 0 0 0 2 76 0 0 3 1 2 0 1 8 14 0 0 0 0 0 0 0 0 29 105

60-90

0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 1 0 13 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 15

90-120

0 19 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 21

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 19 4 1 0 0 9 3 8 1 35 24 2 0 0 1 2 109 0 0 3 4 2 0 1 8 14 0 0 0 0 0 0 0 0 32 141

1357-1358

30-60

0 0 16 8 0 0 0 0 0 13 0 0 0 0 0 0 2 39 0 0 7 0 6 0 10 4 8 1 0 0 0 0 0 0 0 36 75

60-90

0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 11 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 12

90-120

0 19 10 3 0 0 2 2 0 0 0 0 0 0 2 6 1 45 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 5 50

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 19 26 11 0 0 2 2 0 24 0 0 0 0 2 6 3 95 0 0 7 0 11 0 11 4 8 1 0 0 0 0 0 0 0 42 137

1358-1359

30-60

1 0 6 0 15 0 0 2 7 0 0 0 0 0 0 0 0 31 0 2 5 0 20 5 0 3 7 0 0 0 1 1 0 0 1 45 76

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

1 0 6 0 15 0 0 2 7 0 0 0 0 0 0 0 0 31 0 2 5 0 20 5 0 3 7 0 0 0 1 1 1 0 1 46 77

1359-1360

30-60

0 0 0 0 5 4 0 18 18 0 0 0 0 0 0 0 1 46 0 0 2 0 46 30 0 7 5 0 0 0 0 0 0 0 1 91 137

60-90

0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 7 4 0 18 18 0 0 0 0 0 0 0 1 48 0 0 2 0 46 30 0 7 5 0 0 0 0 0 0 0 1 91 139

1360-1361

30-60

0 0 0 0 0 0 1 2 12 0 0 0 0 0 0 0 1 16 0 0 2 0 1 0 13 25 0 2 3 0 0 0 0 46 62

60-90

0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 4 6

90-120

0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.8)

Sub

Total

0 4 0 0 0 0 2 2 12 0 1 0 0 0 0 0 1 22 0 1 2 0 3 0 0 15 25 0 0 2 3 0 0 0 0 51 73

1361-1362

30-60

0 0 5 0 1 5 4 49 0 4 6 0 0 0 0 1 75 0 0 8 3 15 4 15 26 0 11 4 2 1 0 0 1 90 165

60-90

0 1 0 4 1 0 4 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10

90-120

0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 11

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 6 5 4 2 0 9 4 49 0 4 6 0 0 0 0 1 90 0 6 8 3 15 0 4 15 26 0 11 4 2 1 0 0 1 96 186

1362-1363

30-60

0 0 1 0 70 30 0 1 0 0 1 0 0 0 0 0 1 104 0 0 3 0 41 9 0 3 13 0 4 4 0 0 0 0 1 78 182

60-90

0 0 0 3 15 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 19

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 3 85 30 0 1 0 0 1 0 0 0 0 0 1 122 0 0 3 2 42 9 0 3 13 0 4 4 0 0 0 0 1 81 203

1363-1364

30-60

0 0 9 0 59 49 0 13 0 0 0 0 0 0 0 0 0 130 0 0 4 3 53 65 2 0 6 0 2 1 2 0 0 0 1 139 269

60-90

0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 9 0 65 49 0 13 0 0 0 0 0 0 0 0 0 136 0 0 4 3 53 65 2 0 6 0 2 1 2 0 0 0 1 139 275

1364-1365

30-60

0 0 0 0 5 18 2 0 8 2 2 0 0 0 0 2 39 0 0 0 0 24 0 0 2 0 0 2 1 0 0 0 0 1 30 69

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 26 28

90-120

0 5 0 0 0 0 5 0 0 0 6 0 0 0 0 0 0 16 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 17

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 5 0 0 5 0 23 2 0 8 8 2 0 0 0 2 2 57 0 5 0 0 24 0 0 2 0 22 2 1 0 0 0 0 1 57 114

1365-1366

30-60

0 0 1 0 7 5 0 1 0 0 5 6 0 0 0 0 1 26 0 0 1 0 14 16 0 0 0 0 0 0 0 0 0 0 0 31 57

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 1 0 7 5 0 1 0 0 5 6 0 0 0 0 1 26 0 1 1 0 15 16 0 0 0 0 0 0 0 0 0 0 0 33 59



(Annexure 3.8)

1366-1367

30-60

0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 8

60-90

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub

Total

0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 8

District Total 66 518

88 83 1098

332

153

69 364

73 155

143

18 5 24

23 52 3264

60 487

190

75 1439

482

64 75 363

55 136

140

79 22 27 70 61 3825

7089

Grand Total 912

1152

640

260

5102

2593

1001

345

466

200

523

733

236

78

71

114

188

14614

1167

1284

867

383

64000

2826

828

322

552

235

733

996

431

153

133

298

220

17828

32442



(Annexure 3.9)

ANNEXURE 3.9

Species wise total number of trees along Proposed Ongole Byepass Km Left Hand Side Right Hand Side

Gra

nd T

ota

l

Species

Tota

l

Species

Tota

l

Girth

Size

Aza

dirach

ta indic

a

Melia

aza

dirach

Fic

us

his

pid

a

Aca

cia n

ilotica

Aegle

marm

elo

s

Tam

arindus

Indic

a

Phoenix

Sylv

est

ris

Anth

oce

phalu

s ca

dam

ba

Bora

ssus

flabelli

fer

Fic

us

benghale

nsi

s

Als

tonia

sch

ola

ris

Fic

us

relig

iosa

Delo

nix

regia

(G

ulm

ohar)

Cocu

s nuci

fera

Euca

lyptu

s sp

s.

Aza

dirach

ta indic

a

Melia

aza

dirach

Fic

us

his

pid

a

Aca

cia n

ilotica

(Babul)

Aegle

marm

elo

s

Tam

arindus

Indic

a

Phoenix

Sylv

est

ris

Anth

oce

phalu

s ca

dam

ba

Bora

ssus

flabelli

fer

Fic

us

benghale

nsi

s

Als

tonia

sch

ola

ris

Fic

us

relig

iosa

Delo

nix

regia

(G

ulm

ohar)

Cocu

s nuci

fera

Euca

lyptu

s sp

s.

0 -1 30-60 CM

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 3

60-90 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 3

1 -2 30-60 CM

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 4

60-90

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

90-120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 4

2 -3 30-60 CM

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

60-90 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 2



(Annexure 3.9)

90-120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 3

3 -4 30-60 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

60-90 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2

90-120

CM

1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 6

>120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 4 0 1 1 0 0 1 0 0 0 1 0 0 0 0 0 4 8

4 -5 30-60 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1

60-90 CM

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2

90-120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 1 0 0 0 0 0 4 4

>120

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 1 0 1 0 2 0 0 0 1 0 0 0 0 0 6 7

5 -6 30-60 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 3 3

60-90 CM

1 1 1 0 0 1 0 0 0 0 0 0 1 0 0 5 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 4 9

90-120

CM

1 0 0 0 0 1 1 0 0 1 0 1 0 0 0 5 1 0 1 0 0 1 0 0 0 1 0 1 0 0 0 5 10

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

2 1 1 0 0 2 1 0 0 1 0 1 1 0 0 10 3 1 1 1 0 2 1 1 0 1 0 1 0 0 0 12 22

6 -7 30-60 CM

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

60-90 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1

90-

120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



(Annexure 3.9)

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2

7 -8 30-60 CM

0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

60-90 CM

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 2 3

90-

120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 3 6

8 -9 30-60 CM

0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

60-90

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-

120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2

9 -10.025

30-60

CM

1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 5 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6

60-90

CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

90-

120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>120 CM

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sub Total

1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 5 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 7

Total 5 3 2 1 2 9 2 0 1 1 0 1 1 0 0 28 7 6 2 5 0 8 1 1 0 3 1 2 0 0 0 36 64

6-Laning of Chilakaluripet to Nellore Section

of NH- 5 in the State of Andhra Pradesh

EIA Report

Anticipated Environmental Impacts & Mitigation Measures

4-1

CHAPTER 4.0

ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

4.0 Introduction

In this chapter, anticipated environmental impacts, both bio-physical and socio-economic, are

assessed in terms of the direct and indirect nature of the impact, extent, duration and significance.

The level of assessment of each potential impact was based on the important environmental issues

identified in baseline environmental studies and the proposed improvement and activities of the

project.

The impacts of major infrastructure projects can be divided into two principal categories. First direct

impacts which result from physical presence of the facilities and the way they are designed built and

operated. Second, indirect impacts, which stem from the construction and economic activities

surrounding construction and the induced development resulting from improved access. These

impacts occur in two main phases- Construction and operation. Direct environmental impacts are

those that are directly caused by road construction or operation. During construction these impacts

primarily occur within the road formation area or immediately adjacent to it, and at ancillary sites such

as quarries and workforce camp. Direct construction impacts can include the loss of agricultural land

damage to ecological features such as land resources and water bodies, damage to man made

structures and resettlement. During road operation direct impacts may include a reduction in air and

water quality.

Relatively small potential for negative impacts is generally envisaged for road widening and upgrading

project. Most of these negative environmental effects can be 'design out' at an early stage through

proper engineering designs, which will emphasize the contractors to follow environmentally friendly

construction methodology.

The construction activities will mainly be restricted to the proposed ROW along the entire stretch

except few locations where existing alignment is modified due to environmental or social negative

impacts and the temporary camp sites, quarry and borrow areas which are the activities associated

with the construction and are usually located beyond the right of way. All the proposed construction

activities will follow the current Indian and International standards for highway engineering design.

The potential environmental impacts are studied as direct, indirect or cumulative effects on various

environmental components.

The improvement of road have positive influence by virtue of better connectivity and accessibility, low

vehicle operating cost, quick access to marketing centers, educational and medical facilities,

improvement of way side amenities, enhancement of safety for the road users as well as the

population living in the vicinity of the highway, etc. and thus provide tremendous opportunities of

socio-economic development of the region. Besides these, the negative environmental impacts due to

the road development works can be correlated to the loss of land and properties, deterioration of

environmental quality (air, water, soil and noise) and ecological degradation during various

constructional works as well as during operational phase due to increase in traffic volume, change in

land use pattern, landscape deterioration, etc.



EIA Report


4-2

The road improvement project may influence various environmental components at different stages of

the project viz: Pre-constructional phase Constructional phase and Operational phase. The impacts

may be direct or indirect and may be beneficial or adverse with respect to the environment. The

major works associated with the construction phase mainly are site clearance, Earth work in

embankment, excavation, pavement and cross drainage works, dumping of spoils and waste materials

and other construction activities and associated works like mobilization of constructional equipments,

setting up of workforce camps, quarrying, transportation and storage of materials, etc. These

activities have potential impacts on physical, biological as well as social environment. The impacts

may be of short terms and temporary or long terms and permanent. The likely impacts on various

environmental components have been described as follows.

4.1 IMPACTS DURING DESIGN/ PRE-CONSTRUCTIONAL PHASE

The major impacts during pre-construction and designing phase are related with the land acquisition,

since widening needs land area throughout the corridor. The present RoW varies widely between 30

m -50 m and acquisition of land will be needed where there is no adequate available ROW or where

there is proposal of correction of geometrics to accommodate the desired widening of the road upto 6

laning as per specification. In such case loss of productive agricultural land, private properties and

business is anticipated. The major land use along the project road is agriculture, so the major share

of land acquisition shall be from agriculture land.

4.1.1 Impact on Land Resources

The project involves widening of highway from existing 4 lane configurations to 6 lane which require

additional land beyond the existing carriageway. Further the project proposes one new bypass at

Ongole having a length of 10.125 Km, which is new alignment and will have 80 m of ROW. The

available ROW at many sections is not sufficient to accommodate the proposed widening and require

additional land width in those sections.

Mainly concentric widening has been proposed through the stretch in order to minimize additional

land lake. The selection of alignment has been done in such a manner that the acquisition of land is

restricted to minimum and the loss of residential and commercial structures are minimum. The

estimated land take as per preliminary assessment is about 186.0219 Ha for main alignment and

84.9574 ha for proposed Ongole Bypass which is a new alignment having a total length of 10.125 Km.

Out of 186.0219 Ha, 0.5619 Ha land will be required for the project stretch falling in Guntur District,

112.1955 Ha from Prakasam district and rest 73.2645Ha will be from Nellore district. The proposed

Nellore Bypass falls in the District of Prakasam and will need acquisition of 84.9574 Ha of land for

accommodating the alignment. The area estimated is subject to verification from the revenue

departments of respective districts who after joint verification will estimate the exact area of the land

and the status of ownership. Table 4.1 represents the district wise estimated land requirement for

land for the project. The detailed village wise break-up of lands required for acquisition has been

given in Annexure 2.2.



EIA Report


4-3

Table 4.1: Districwise Additional Land Requirement for Proposed Project Sl. No.

District Area required (Ha)

Area by Ownership (Ha) Private Government

A. Main Alignment 1 Guntur 0.5619 0.3722 0.1897

2 Prakasam 112.1955 86.3884 25.8071

3 Nellore 73.2645 43.2864 29.9811

Sub Total 186.0219 130.047 55.9779 B. Ongole Bypass

5 Prakasam 84.9574 54.5204 30.437

Grand Total 270.9793 184.5674 86.4149

4.1.2 Impact on People due to land acquisition and properties

Impact of another issue after land acquisition envisaged during the pre-construction phase is related

to acquisition of various commercial and residential structures and displacement of people. Such

issues are described in details under Resettlement and Rehabilitation Report

High social risk and a high social content characterize the proposed project. Initial studies and

experience indicate three broad categories of social and economic impacts due the proposed project,

which require mitigation measures. These are loss of assets, including lands and houses; loss of

livelihood or income opportunities and collective impacts on groups, such as loss of common property

resources.

The estimated number of structures to be affected completely or partially is about 1104 structures. Of

the total affected structures, 946 numbers are private (85.69%), 117 numbers are owned by the

government (10.60%), and 41 structures (3.71%) are owned by the community in the form of

religious and other properties. A summary of structures needed to be acquired are presented in the

following Table 4.2.

Table 4.2: Ownership status of the Affected Structures

Sl No. Ownership No % to total

1 Private 946 85.69

2 Government 117 10.60

3 Community 41 3.71

Total 1104 100.00

Impact on private properties

The estimated land requirements are resulting in complete or partial displacement of about 946

private structures (Table 4.3). Of the total affected 472 numbers are residential (49.89%), followed

by 328 commercial (34.67%), 119 are both residential and commercial (12.58%). A considerable

number 27 (2.85%) of affected structures are found to be compound walls, security rooms,

bathrooms, cattle sheds etc. Most of the commercial establishments are provisional kirana shops,

hotels and few industrial units.



EIA Report


4-4

Table 4.3: Usage of the private properties affected

Sl No.

Usage No % to total

1 Residential 472 49.89

2 Commercial 328 34.67

3 Res+Commercial 119 12.58

4 Others (incl. Bath rooms, Cattle sheds, Arch, Compound walls etc.)

27 2.85

Total 946 100.00

Type and area of the affected structures

Of the total 1104 structures affected under both private and common property resources a majority

(59.15%) are Pucca in type, followed by 35.05 % which are of Semi-Pucca structures (Table 4.4).

The total area affected by these 1104 structures is about 38000.12 square meters. Details are

presented in Table 4.4.

Table 4.4: Type and Area of Structures Affected along project

Sl. No

Type Total Structures Affected Total Area affected (Sq.mts)

No % No % 1 Pucca 653 59.15 23513.31 61.88

2 Semi pucca 387 35.05 13156.50 34.62

3 Kutcha 64 5.80 1330.31 3.50

Total 1104 100.00 38000.12 100.00

Out of 1104 structure 611 structure will be required 100 percent acquisition and hence will be

displaced. The type of such structures with respect to usage is presented in Table 4.5.

Table 4.5: Usage of the displaced structures

Usage No % to total Residence 270 44.19

Shop/Business/trade 121 19.80

Hotel 25 4.09

Petty shop 6 0.98

Religious place 22 3.60

Industry 21 3.44

Govt Buildings 99 16.20

Res+Commercial 30 4.91

Others 17 2.78

Total 611 100.00

The acquisition of structures directly leads into displacement of people, families and business from

their existing locations. Since many people are dependent on the road users and the road for their

livelihood, the shifting from the current place will affect their sustenance. In addition many

encroachers and squatters have occupied the ROW and pursue their commercial activities from that

place. The total number of project-affected households who will be loosing their privately owned

structures is 852. A total of 3162 persons are affected due to acquisition of houses and other assets.



EIA Report


4-5

Displaced Persons

For the total of 487 private properties displaced a total of 437 households are displaced holding these

properties.

Mitigation Measures:

• A separate R&R policy has been framed after identified different category of entitlement and

benefits to each category to address the issues pertaining to the Project Affected People and

their rehabilitation & resettlement depending upon the Entitlement.

• The acquisition of land and private properties will be carried out in accordance with the RAP

and entitlement framework for the project.

• Early identification of entitlement for Compensation and Advance planning of Resettlement

and Rehabilitation Action Plan to Compensate the Losses.

• All the affected people will be compensated as per NPRR, 2007 before commencement of

Construction works and the cost of compensation will be finalized by the Competent

Authority and the Project Proponent will pay the compensation at all the entitles persons

through the Competent Authority.

• It will be ensured that all R & R activities including implementation of Environment

Management Plan are completed before the start of work.

• PIU has to ascertain that any additional environmental impacts resulting from acquisition of

land are addressed and integrated into the EMP and other relevant documents.

The NHAI has appointed Competent Authority in each affected districts. The Competent Authority is

from District Revenue Department. The Competent Authority will assess the cost of the losses and

then decides the compensation for each properties and assets as well as identifies the affected

persons as per records. The NHAI accordingly will pay the compensation to the affected persons

through the competent authority.

4.1.3 Impacts on Other Assets

In addition to the above listed properties the other minor assets affected include open well, bore well,

water tanks and small arches etc. Out of the total number of 71 under this category a majority 40 are

Bore well (56.34%) followed by Open wells (36.62%) and water tanks (7.04%), which is given in

Table 4.6.

Table 4.6: Other assets and minor structures affected

Sl No. Usage No. % to total 1 Open well 26 36.62

2 Bore wells 40 56.34

3 Water Tanks 5 7.04

Total 71 100.00

Mitigation Measures

All the affected open wells, hand pumps and bore wells will be relocated at suitable places before

commencement of construction activities the stretch where such features are located.



EIA Report


4-6

4.1.4 Land use Change

In order to accommodate the proposed alignment some land is to be acquired. The proposed Ongole

bypass further requires land acquisition for the designed highway section. This will cause diversion of

land to highway from current use. Acquisitions of some agricultural or some commercial land will be

needed for widening of the road to meet the design specification. As the land acquisition is very

limited along the entire project stretch beyond the existing ROW the severity of diversion of other land

would not be high. The widening section would involve only small sections of agricultural land and

thus the anticipated loss of productive agricultural land is not significant. 7 ponds/water tanks will be

affected due to the proposed Right of Way. Partial filling of these ponds/ tanks for construction is

unavoidable due to engineering constraints as well as due to minimization of land acquisition and loss

of agricultural lands.

4.1.5 Impact on Water bodies:

Baseline study of the area indicates that the area along the ROW is dotted with a number of water

tanks/ponds. These store rainwater during rainy season and mainly used for irrigation purpose. The

widening will result into partial acquisition of such bodies which are situated adjacent of the ROW.

These water tanks/ ponds are maintained by the Irrigation Department. A list of affected water

tank/ponds and area required to be acquired is presented below:

Table 4.7: List of affected Water Tanks due to Proposed Widening

The impact on such water bodies can be minimize by restricting earth filling only within portion falling

within the formation width. The proper protection measures like provision of bunding, silt traps in

consultation with line department, i.e. Irrigation Department. Oil interceptor may be provided at the

S. No

Name of Tank/Bund Chainage Side

(LHS/RHS)

Length (m)

Acquired Width varies

(m)

Average Aquired width (m)

Total tank Area

required (m2) From to Min Max

1

Valluramma 1253+500 1253+950 RHS 450 10.65 14.58 12.62 5676.75

1254+480 1254+600 RHS 120 7 12 9.50 1140.00

1255+700 1256+350 RHS 650 18.23 20.5 19.37 12587.25

1256+700 1256+800 RHS 100 0 11.75 5.88 587.50

2 Tank with Bund 1292+050 1292+400 RHS 350 13.3 13.3 13.30 4655.00

3

Tank without

Bund 1292+300 1292+600 LHS 300 5.24 10.4 7.82 2346.00

4 Ekurupadu Tank 1306+000 1306+800 RHS & LHS 800 9.37 9.37 9.37 7496.00

5 Jutur Tank 1319+350 1319+920

RHS &

LHS 570 7.41 9.57 8.49 4839.30

6 Tank 1324+250 1324+400 LHS 150 16.34 16.34 16.34 2451.00

7 Gauravaram 1333+900 1334+500 RHS 600 16.82 17.54 17.18 10308.00

8 Kadanutala 1346+150 1346+320 RHS 170 9.72 10.5 10.11 1718.70

9 Tank 1349+450 1349+750 RHS 300 6.5 14.85 10.68 3202.50



EIA Report


4-7

roadside ponds/tanks to avoid contamination of tank/pond due to mixing of runoff water from

highway section during rains.

4.1.6 Religious, Common and Govt. Property Affected

There are 42 number of religious structures are present along the project stretch out of which 30

structures will be required to be relocated and others will be affected partially. The list of religious

structure to be relocated is given in Table 4.8.

Mitigation M easures: Required mitigation measures for land acquisition will be followed for

acquisition. The PIU will ensure that the religious structures are relocated before start of construction

of road and the idols/artifacts are relocated in the new structure before demolishing the structures

falling in Corridor of Impact. The relocation site for all these features will be finalized after discussion

with the user community and accordingly compensatory measures will be taken.

Table 4.8: Religious Structures within the Proposed ROW

Sl No. Type of Structures Chainage Km LHS/ RHS Village/Town

A. Guntur District Total Religious place (Nos.) 0

B. Prakasham 1 Religious place 1194+460 RHS Konanki

2 Religious place 1194+475 RHS Konanki





7 Religious place 1200+600 RHS Kondamanjulur

8 Religious place 1202+000 RHS Kondamanjulur

9 Religious place 1211+430 RHS Alavalapadu

10 Religious place 1227+025 RHS Gundlapally

11 Religious place 1231+210 LHS Maddipadu

12 Religious place 1233+920 LHS Seetharam puram

13 Religious place 1233+920 LHS Seetharam puram

14 Religious place 1235+760 LHS Doddavarapu padu

15 Religious place 1243+050 RHS ongole

16 Religious place 1300+300 RHS Mocharla

17 Religious place 1300+740 RHS Tettu

18 Religious place 1301+550 LHS Tettu




Total Religious place (Nos.) 21 C. Nellore

1 Religious place 1311+810 LHS Maddurupadu

2 Religious place 1313+170 RHS Maddurupadu

3 Religious place 1333+510 RHS Kadanauathala




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Sl No. Type of Structures Chainage Km LHS/ RHS Village/Town


6 Religious place 1334+415 RHS Kovurupalli

7 Religious place 1334+415 RHS Kovurupalli

8 Religious place 1337+550 LHS Tippa

9 Religious place 1350+260 LHS Racharlapadu

Total Religious place (Nos.) 9 Grand Total (Guntur+Prakasam+Nellore Districts) 30

4.1.7 Impact on Utilities

Several types of utilities serving local and regional needs are falling under COI will need to be

relocated from their present position due to the proposed widening alignment. These services are

mainly electric poles, transformers, OFC lines, wells and bore wells and water supply pipelines which

may be required to be relocated at some locations. Such type of impacts due to the widening of

highways is inevitable.

Mitigation Measures: All the utilities will be restored in advance prior to the start of construction

works. The required mitigation measures would be to instruct in advance the relevant owners of these

utilities to shift those before construction starts to avoid disruption of local services. The

Concessionaire will submit the details of such features falling within the alignment and inform the PIU.

It will be judicious for the PIU to assist the owners to get land for new locations.

4.1.8 Impact on Roadside Trees

The present project will have varying levels of impact on the roadside plantations through out the

entire stretch of the road. This impact is viewed critical due to long duration required for its reversal

and sometimes it is irreversible. Roadside plantations not only provide a healthy aesthetics to the road

users but also provide shade and protect the users from harmful effects of contaminants by absorbing

them through vegetation canopy.

A total number of 32506 trees of varying girth are located within the corridor of impact and are likely

to be felled due to the project. Out of these, a total number of 273 trees will required to be cut in the

district Guntur, 25144 from Prakasam District and rest 7089 in Nellore district. The average distance

of the tree rows from the edges of the existing carriageway varied between 5 m to 8 m. Cutting of

roadside tree are inevitable in highway projects. Apart from the widening of the existing carriageway a

number of service roads have also been proposed both the sides of the new carriageway and thus

very limited option is left for saving the existing roadside trees.

The baseline studies showed that there is no any endangered or protected tree species located within

the project area. The predominant tree species to be felled include Gulmohar (Delonix regia), Neem

(Azadirachta indica), Imli (Tamarindus indica), Eucalyptus, Albizzia.lebbeck (Kala Siris) and Acacia

auriculiformis, and rest are having mainly ornamental value. These are all ubiquitous species.



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Mitigation Measures

• Permission of Roadside cutting will be obtained from the line department, i.e. Forest

Department.

• All efforts will be made to preserve trees by restricting tree cutting within the formation width.

Special attention will be given for protecting giant trees, and locally important trees (having

cultural importance)

• Compensatory plantation will be carried out along the space available within the proposed

ROW in the ratio of at least 3 times as much the trees are proposed to cut as per Forest

(Conservation) Act.

• A general guideline for tree plantation will be followed as per IRC:SP: 21:2009 and as per

Tree Plantation Strategy given in Annexure-9.1 of Environmental Management Plan

(Chapter-9).

• Median plantation has also been proposed. These plantation will not only compensate the loss

but at the same time will enhance the aesthetic along the highway and enhance the pollution

alleviation capacity of the area.

• The avenue plantation programme will be promptly adopted to restore and further enrich the

loss of vegetation.

4.1.9 Impact on Reserved Forest Land:

The baseline study showed that reserved forest patches are located along the project stretch. It has

been proposed to accommodate the widening within the available ROW in the stretch where the

Reserved Forests are located in order to avoid acquisition of reserved forest land. Retaining walls will

be provided on eitherside to maintain required formation width for six laning. The forest department

has done eucalyptus plantation in these forest patches. There is no natural habitat of wildlife in

these forest areas. Hence no impact on these forest areas and wildlife is envisaged.

4.2 IMPACTS DURING CONSTRUCTION PHASE

The construction phase, in general, has adverse influence on all the components of environment.

Most of these impacts are primarily due to negligent practices but are short lived and reversible in

nature. A proper care is essential to minimize the adverse impacts to the possible extent to facilitate

the restoration of the environment and can be discussed under following sub-heads.

The standard road construction works involve are site clearance, excavation, filling of earth

materials and sub grade materials, laying of bituminous mixtures, handling of hazardous materials

like bitumen, diesel, etc, dumping of unusable debris materials, transportation of materials from

production site to construction site, and other constructional activities and associated works like

mobilization of constructional equipments, setting up of different construction plants, setting up of

workforce camps, quarrying, transportation of materials, material storage etc. These activities have

certain impacts of various magnitude on different components of environment. The anticipated

impacts due to all these activities have been described below.



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4.2.1 Impact on Land Resources

Clearing and grubbing and excavation of the land within the extent of formation width of the

proposed alignment as well as the proposed bypass are the primary activity to prepare the bed for

road construction The excavation activity will lead into generation of excavated materials which

would mainly soil mixed with pebbles and rocks in the project area. Most of these materials will be

re-used as fill materials, aggregates and for construction of retaining walls. However, still about 20

percent of the excavated material will need to be disposed off due to non-suitability for use in road

fill materials. The disposal of debris materials in haphazard manner will not only hamper the

aesthetic look of the area but at the same time they are potential contaminant for the surrounding

land.

Some land would be needed to establish site offices and construction camps, worker/labour camps.

These will require land acquisition although for a short period.

Substantial amount of land would also be required for extraction of borrow materials. A total

quantity requirement of soil is 28,27,784 cum sand is 2,62,852 cum and 37,85,000 cum

aggregates including Ongole bypasse. For fulfilling of requirement of soil and aggregates certain

land acquisition will be required followed by excavation of materials from that land area. Such type

of activity can lead into disfiguration of topography of the area to minor extent. Water stagnation in

the borrow pit provides ideal breeding sites for mosquitoes and thereby can spread malaria and

dengue if borrow pit is not properly managed . Pits near settlements can pose health risk.

Further haphazard cutting near water courses will result into soil erosion and siltation to the nearby

water bodies.


• The Construction camps will be located preferably on barren land and sufficiently away from

settlements and water bodies.

• The Construction camp will be provided with necessary sanitation arrangements and basic

facilities.

• After dismantling of Camp the natural condition of the land will be restored.

• No scare will be left unattended after excavation activity.

• The Borrow area will be located preferably on barren land or unirrigated land.

• The Borrow pits will not be dug within 800 m of town or village settlement or within ROW

• After excavation is over, the borrow area will be suitable rehabilitated either by backfilling it of

by dressing the sides of the borrow pit to create slope consistent to the adjoining land.

• Where pit can be developed as water recharging pond depending upon the terrain of the area

• Proper reclamation of pits will be done

• Cut face of the pit will be merged with the slope of the adjoining terrain

• Bottom of the pits will be graded towards natural outfalls to prevent water accumulation

• The reclaimed area will be seeded to provide grass coverage.

• Quarrying of metal will be done only at licensed quarry and the area will be suitable

rehabilitated after quarrying is over.



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• The borrow areas and stone quarry site can be operated and managed as per guidelines

provided in Annexure 9.2 & Annexure 9.3 of Environmental Management Plan (Chapter-9),

respectively.

4.2.2 Impact on Soil

The site clearance process includes excavation and vegetation clearance which ultimately induces

vegetation loss as well as loss of top soil. Since vegetation clearance shall be confined to the

minimum area required for widening activities beyond the ROW the area affected would be very

less. The activities associated with the site preparation and excavation plus movement of vehicles

and equipments can disturb the surrounding lands.

4.2.2.1 Contamination of Soil

Contamination of soil during construction stage is primarily due to construction and allied activities.

The sites where construction vehicles are parked and serviced are likely to be contaminated because

of leakage or spillage of fuel and lubricants. Pollution of soil can also occur in hot-mix plants from

leakage or spillage of asphalt or bitumen. Refuse and solid waste from labour camps can also

contaminate the soil. Contamination of soil during construction might be a major long-term residual

negative impact. Unwarranted disposal of construction spoil and debris will add to soil

contamination. This contamination is likely to be carried over to water bodies in case of dumping

being done near water body locations. However, by following mitigative measures such as

maintenance of vehicles and machines and fuel refilling is carried out in a confined area can avoid

contamination of soil to a great extend. The provision for oil interception chamber is suggested in

EMP for treating the waste water generated from vehicle washing, refilling and maintenance areas.

Fuel storage and refilling sites should be kept away from cross drainage structures and important

water bodies. All spoils shall be disposed off as desired and the site shall be fully cleaned before

handing over. These measures are expected to minimise the impact on soil contamination.

4.2.2.2 Compaction of Soil

Compaction of soil may anticipated due to the movement of construction vehicles and heavy

machines. Thus regulation of movement of heavy equipments and vehicles shall be essential to

prevent this.

Mitigation Measure:

• The excavation activities and vegetation clearance will strictly be limited to formation width

only.

• All the usable excavated materials will be re-used as fill materials and aggregates.

• Fill materials for the embankments are to be arranged from places located outside ROW.

• The movement of construction vehicles and equipments will be restricted to only designated

route.

• Designated storage site for fill materials and adequate stockpiling to prevent erosion and runoff

related problem.

• Construction of temporary berms, sediment basins, slope drains and use of temporary mulches

fabrics or other control measures necessary to control soil erosion and sedimentation will be

done at site.



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4.2.3 Impact on Water Resources

4.2.3.1 Contamination of Surface Water from Construction and Allied Activities:

Activities near the water body may result into contamination of water if proper care is not take. The

waste water from construction sites, campsites, vehicles/equipments servicing centres, stockyards

may carry different types of contaminants and may get way into nearby waterbodies thereby

contaminating water. Staking of construction materials like earth, stones, cement, etc or spoils near

water bodies or along waterways may result into siltation proble of the water ponds/water tank.

Such impacts however can be minimized through proper site management and work plan. Following

mitigation measures will minimize the impacts on impact on surface waterwater bodies:

Mitigation Measures

• All necessary precautions will be taken to construct temporary or permanent devices to prevent

water pollution due to increased siltation and turbidity.

• The precautionary measures to prevent the wastewater generated during construction from

entering into canals, water bodies or the irrigation system and avoid construction works close to

canals or water bodies during monsoon.

• All wastes arising from the project will be disposed off, as per SPCB norms, so as not to block

the flow of water.

• No construction materials/ spoils will be stored along the water bodies and adequate provision

will be made for preventing spillage of materials into these water bodies.

• Wastes must be collected, stored and taken to approved disposal site.

• Water quality to be monitored periodically.

4.2.3.2 Impact on Ground water :

The proposed widening will result in increase of surface run-off. It will have adverse impact on

ground water recharging if measures are not taken during the design and construction of

longitudinal drainages.

The geological studies of the project area show water table 6-20 m below the surface. As the depth

of the ground water table is very high no adverse impact is anticipated on ground water. Laying of

pavement within the formation width may lead to reduction in the ground water recharge capacity.

But as the area involved in the road construction is very less, the chances of this influence will be

non-significant.

Mitigation Measures

• Longitudinal drains of sufficient capacity will be provided on both sides of the road to

accommodate increased run-off.

• In urban stretches, the lined drains will be provided with cut in between to facilitate ground

water recharging. The cut will be made of granular coarse material, which will increase the

infiltration rate.



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• In rural stretches the unlined drains will be connected with ponds. New small ponds will be dug

if necessary. It will help in rainwater harvesting.

• Rainwater Harvesting pits will be provided in consultation with Ground Water Boards at an

average interval of 500 m covering the entire project stretch including Ongole Bypass

depending upon the water table status (The recharge pit can only be provided at those

locations where the water table is greater than 5 m deep). The schematic plan of rainwater

harvesting is presented in Annexure 9.4 of Environmental Management Plan (Chapter-9). The

Concessionaire will have to collect the information about the water table and then construct the

rainwater harvesting pits which will be approved by the Engineer and PIU-NHAI. The

Concessionaire will submit completion after construction of rainwater harvesting pits along with

their details duly certified by the Engineer and PIU-NHAI.

4.2.3.3 Water Requirement for Construction:

As per assessment water requirement for construction and other purposes during peak period would

be about 853 cum/day.

4.10: Water Requirement for Construction

S. No Purpose Water requirement (cum/day)

1 Road making 352

2 Bridge/Curing 132

2 Plant sites/ Dust Suppression 254

3 Drinking 5

4 Domestic & Other uses at Camp sites/laboratory/construction sites/ labour camps

etc.

110

TOTAL 853

The water demands for the construction work may pose severe stress on the public water supply if

the water for construction and allied activities are taken from the same source as the project area is

a water stressed area and water supply sources are limited.

The main source of water for construction and other related activities will be a mixture of surface

water source and ground water source. Most of the rivers and water tanks along the project corridor

are rainfed and contain water for a brief period. Surface water may be used to meet the water

requirement for the project. However groundwater may be used by installing borewells at different

locations such at camp sites and plant sites. separate water supply arrangement for construction

and allied works will be made in from ground water/surface water source away from public water

supply source so that there is no interfere with the normal public water supply. The water for the

construction will be taken after taking prior permission from Competent Authority and comply with

all the requirements of State Ground Water Authority/ Irrigation Department. The Concessionair will

take all the measures in order to minimize wastage of water during the construction.



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The Source of water for construction shall be identified by the Concessionaire depending upon the

location of construction sites, construction camp and plant site locations in consultation with line

department and NHAI and will obtain all necessary statutory permits for usage of water before start

of abstraction of water.

4.2.4 Impact on Water Quality:

No permanent impact is anticipated on water quality due to the project. Construction activity may

temporarily deteriorate surface water quality near the alignment through increase in turbidity as well

as in oil and grease. These impacts are temporary in nature and will be handled through the

proposed mitigation measures:

• All water and liquid wastes arising from construction activities will be properly disposed off

and will not be discharged into any water body without adequate treatment.

• Littering or unauthorized discharge will not be permitted.

• Permission of the engineer and the concern regulatory authorities will be obtained for

disposal of the waste as the designated disposal point.

• The stream course and drain will be kept free from dumping of solid wastes and earth

materials.

• The construction materials and debris will be stored away from water bodies or water ways

and only on the designated sites along the construction zones.

4.2.5 Impact on Ambient Air Quality

The air quality parameter is the most common environmental feature, which is being affected by any

road improvement projects at different stages i.e. during constructional as well as operational

phase. The major indicators of Ambient Air Quality relevant to the road project are the concentration

of suspended particulate matters (SPM), Particulate matters of size less than 10 µ (PM10), particulate

matters of size less than 2.5µ (PM2.5), sulphur dioxide (SO2), nitrogen oxides (NOx), carbon

monoxide (CO) in the atmosphere. The majority of the air pollutants are emitted from the traffic as

there is no major activity along the project road except for few small scale industries. The result of

the measurement of these parameters in the atmosphere along the project road showed that the

concentration of these air pollutants are well below the safe limit as prescribed for the National

Ambient Air Quality laid by Ministry of Environment and Forests, Government of India at all the

places.

Significant amount of dust would be generated due to site clearance and excavation activities,

exhaust of mobile and stationary construction equipment, stone crushing plant, batching plant, HMP,

demolition, embankment and grading activities, transportation of earth materials and dumping of

spoils, which have potential deterioration of air quality during the process. This can increase the

localized concentration of fugitive dust during construction phase. During asphalt preparation,

operation of hot mixing plants needs burning of fuels that result into release of significant amount of

gaseous pollutants into the atmosphere like oxides of sulfur, hydrocarbons and particulate matters.

These are likely to deteriorate the air quality in general and also cause occupational exposure in

particular. These impacts are, however, temporary one that will remain only upto the period of

clearance and excavation processes. Besides this, air quality deterioration is also expected at



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deposits and borrows sites, materials treatment areas, quarries, access roads and the site where

facilities provided for project workers due to dust generation and gaseous pollutant emission.

Additional vehicular emission is expected during the mobilization of construction equipments,

transportation of materials, etc. due to the increased vehicular number at the project sites but that

will be minor in extent as there will not be significant increase in vehicle numbers.

The improper sanitation at work camps and waste disposal usually lead to odour problem. Foul

odour may also caused during laying of pavement. The abovementioned problems related to the

deterioration of air quality, however, will temporal in nature till the construction period only. Further,

the activities will not be confined to any one place rather, it will progressively move along the ROW,

so prolonged deterioration in air quality will not occur at any one site. The minor volume of dust

generated will cause a short-term localized problem through settlements.

Mitigation measures:

Generation of Dust

• Water will be sprayed during construction phase, in earth handling sites, asphalt mixing

sites and other excavation areas for suppressing fugitive dust.

• Water sprinkling and transporting construction materials with tarpaulin coverage duringthe

construction stage.

• During the sub-grade construction, sprinkling of water will be carried out on regular basis

during the entire construction period especially in the winter and summer seasons.

• In case fly ash is used, dust emission during its loading and unloading, storage at open

place and handling for road construction shall be suppressed by regular water sprinkling.

• Dust emission from stock piles of excavated material will be controlled either by covering

the stockpiled materials or water spraying over it.

• Special attention will be given when working near educational institutions and health centers

and settlement areas.

• As soon as construction is over all the surplus earth will be utilized properly all loose

earth will be removed from the site.

M itigation measures for P lants & Equipments:

• The Stone crusher plant, Hot mix plant and Wet Mix Plant will be located sufficiently away

from settlement towards downwind direction and will conform to the siting and operation

requirements under Environmental (Protection) Rules, 1986.

• Proper management of all Plant sites having stone crusher unit, Hotmixplants, Batchmix

plant, stockyards.

• All the vehicles used during the construction stage to have valid PUC certificate

• Provision of effective air pollution control systems in stone crushers, Hotmix Plant, Batchmix

plants such as Dust containment cum suppression system for the equipment, Construction

of wind breaking walls along periphery of plant sites, construction of the metalled roads

within the premises, regular cleaning and wetting of the ground within the premises, etc.



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Gaseous Pollution

• All the Construction vehicles and machineries will be regularly maintained to conform to the

emission standards stipulated under Environment (Protection) Rules, 1986.

• Asphalt mixing /Stone Crusher plans should be located at list 800 m away from any

habitation or sensitive environmental site and at least 250 m away from highway towards

downwind direction.

• All the DG sets will conform to the emission standards as stipulated under Environment

(Protection) Rules, 1986.

• The workers working at asphalt mixing and subsequent application of asphalt mix on road

surface will be provided with heat resistant shoes and masks.

4.2.6 Impacts on Noise Level

Operation of heavy machineries; movement of heavy vehicles, stone crushing aggregate mixing

activities generates high noise increasing the ambient noise level in the surrounding. The behavior

of truck drivers also plays roles in increasing the noise level by the injudicious frequent use of blow

horns. Especially in the settlement area this can pose a problem.

Workers working near the noise generating equipments and plants are likely to be exposed to high

noise level. The acceptable limits (for 8 hour duration) of the equivalent noise level exposure during

one shift is 90 dB(A). Hence, noise generated due to various activities in the construction camps

may affect health of the workers if they are continuously exposed to high noise level. For reasons of

occupational safety, exposure to impulses or impact noise should not exceed 140 dB (A) (peak

acoustic pressure). Exposure to 10,000 impulses of 120 dB (A) are permissible in one day. The noise

likely to be generated during excavation, loading and transportation of material will be in the range

of 90 to 105 dB (A) and this will occur only when all the equipment operate together and

simultaneously. This is however, is a remote possibility. The workers in general are likely to be

exposed to an equivalent noise level of 80 to 90 dB (A) in an 8-hour shift, for which all statutory

precautions should be taken into consideration. However, careful planning of machinery selection,

operations and scheduling of operations can reduce these levels. A typical Noise generation due to

different activities has been given in the Table 4.11.

Table 4.11: T ypical N oise L evels of P rincipal C onstruction E quipment during ma jor construction activity (Noise Level in dB (A) at 50 Feet)

Activities and Equipment Noise Levels in dB(A) CLEARING Bulldozer Front end loader

Dump truck Jack hammer

Crane with ball

80 72 - 84

83 - 94 81 - 98

75 - 87

EXCAVATION AND EARTH MOVING Bulldozer Backhoe

Front end loader Dump truck

Jack hammer Scraper

80 72 - 93

72 - 84 83 - 94

81 - 98 80 - 93



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STRUCTURE CONSTRUCTION Crane

Welding generator Concrete mixer

Concrete pump

Concrete vibrator Air compressor

Pneumatic tools Bulldozer

Cement and dump trucks Front end loader

Dump truck

Paver

75 - 77

71 - 82 74 - 88

81 - 84

76 74 - 87

81 - 98 80

83 - 94 72 - 84

83 - 94

86 - 88

GRAND AND COMPACTING Grader

Roller

80 -93

73 - 75

PAVING Paver

Truck Tamper

86 - 88

83 - 94 74 - 77

LANDSCAPING AND CLEAN UP Bulldozer Backhoe

Truck

Front end Loader Dump Truck

Paver

80 72 - 93

83 - 94

72 - 84 83 - 94

86 - 88

Source: CPCB, Govt. of India

It is evident from the above table that the operation of construction machinery e.g. hot-mixer,

bulldozer, loader, backhoes, concrete mixer, etc will lead to rise in noise level to the range between

80-95 dB (A). Vehicles carrying construction materials will also act as the noise sources. The

magnitude of impact from noise will depend upon types of equipment to be used, construction

methods and also on work scheduling. However, the noise pollution generated due to different

construction activities is a temporary affair. Each type of activity can generate different type and

levels of noise that continue for a short period during the operations of those activities.

Implementing proper mitigation measures can reduce a lot of problem associated with noise

pollution due to construction activities.


• All noise generating equipments will be installed sufficiently away from settlement areas.

• Provision for stationary machines and equipment with acoustic enclosures and silencers,

• Provision of mandatory acoustic enclosure /acoustic treatment of room for stationary DG

sets (5KVA and above). The acoustic enclosure/acoustic treatment of the room should be

designed for minimum 25 dB (A) insertion loss for meeting the ambient noise standards,

whichever is on the higher side. The DG set should be provided with proper exhaust muffler

with insertion loss of minimum 25 dB (A)



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• The plants and equipment used for construction will strictly conform to CPCB noise

standards.

• Vehicles and equipments used will be fitted with silencer and maintained accordingly.

• Noise to be monitored as per monitoring plan and if the noise level at any time found to be

higher than immediate measure to reduce noise in that area will be ensured.

• Noise standards of industrial enterprises will be strictly enforced to protect construction

workers from severe noise impacts. All the workers working very close to the noise

generating machinery shall be provided Earplugs to avoid any ill impacts on their health.

• An awareness programme will be organized for drivers and equipment operators to make

them aware of the consequences of noise and to act properly at site.

4.2.7 Impact on Ecological Resources

The baseline study of the biological environmental within the project area did not show any

endangered or significant flora or fauna and within the corridor of impact and there is no wildlife

migration route reported, therefore, any potential direct impact on biological environmental

characteristics such as, loss of rare or endangered species, habitat fragmentation and wild life

migrations is not envisaged. The area is not characterized by any significant ecosystem so loss of

habitat is not there. Moreover, the alignment of proposed road widening is mostly along the existing

road, the potential for habitat fragmentation negligible. Similarly, since the road improvement is

proposed for the already existing one the extent of impact is minimum. The temporary impact may

be in the visual appearance of the trees and shrubs as construction activity may lead to deposition

of dust cover over the leaves and foliage. This is limited to construction period and gets washed

away with the first monsoon shower.

There is no any National Park, Wild Life Sanctuary, Tiger Reserves or Ecological Sensitive area or

any other features located within 15 Km radius of the project hence no impact on such features

anticipated due to the project.

4.2.8 Impact on Social Environment

4.2.8.1 Impairment of access to the properties

During construction of road, cross water and side drain temporary blockage of access or interference

with the access to the properties located along the right of way may occur, causing inconvenience to

the road users and enhances the accident risk if not managed properly. Such impact can be avoided

through proper planning of works and good engineering practices. Safe and convenient passage for

vehicles, pedestrians and livestock to and from roadsides and property accesses connecting the

project road shall be ensured by providing temporary access. Adequate signage and barricades shall

be raised at the expected bottlenecks for safe movement of people. The Concessionaire shall

provide early information to the affected people. On completion of the works, all-temporary

obstructions to access shall be cleared away, all rubbish and piles of debris that obstruct access

should be cleared.

4.2.8.2 Aesthetics

Disturbance of landscape aesthetics due to excavation of borrow pits, extensive quarrying, disposal

site of spoils, is expected during the constructional phase. However, it is only temporary one and it



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can be restored with proper management plans within a short period such as roadside plantation,

etc. During operational phase this will be enhanced with the activities associated with the

maintenance of landscape such as plantation programme, by providing road side amenities, parks

etc.


• The site will be cleaned immediately after the construction activity is over.

• The debris materials will be disposed off only at identified area for disposal and proper

leveling will be done after disposing the materials and shall be covered with top soil and

some plantation will be done at the disposal site

• The borrow area will be rehabilitated as per site condition. It can either be developed as

ponds, backfilled and leveled machine with the surrounding terrain.

4.2.8.3 Public Health and Safety

Health and safety are of major concern during the construction as well as operational phases. The

impact on health and safety can be envisaged for both workers at site and road users as well as

inhabitants of nearby areas.

Emission of gaseous pollutants and dusts are major result of various processes like material

treatment, operation of hot mix plant, stone crushing, and asphalt preparation. This emission effect

is only for short term till the construction work is over but the effect may be significant from the

point of view that the workers are directly exposed to these emissions. Apart from this, safety risks

to road workers, primarily in the areas of storage and handling of dangerous materials, and in

operation of heavy machinery close to traffic, slopes, power line and water courses, are also

involved during the construction works.

The dust and gaseous pollutant generation within the congested area during the construction works

will adversely affect the health of people residing in the close proximity of the road. Excavation of

borrow pits on both the sides of roads within and outside the existing ROW can create unhealthy

aesthetics and also enhance the risk of malaria. These areas provide ideal breeding zones for flies

and insects. Stagnancy of water in borrow pits located nearby settlements during rains may enhance

the possibility of spreading of diseases. The vehicles and equipment operation increase the chances

of collision with vehicles, pedestrians and livestock. The poor sanitation and poorly manages dispose

off the waste may cause increase in communicable diseases.


• The plants and equipments will be installed sufficiently away from the settlement.

• All the construction equipments and vehicles will conform with the emission standards

stipulated by the CPCB.

• Safe working techniques will be followed up and all the workers will be trained

• All the workers will be provided with proper personal safety equipments at construction as

well as plant site

• Proper caution signage, barricading, delineators etc. will be installed at Construction zone

and temporary diversions



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• Proper traffic management will be ensured at the Construction zone as per IRC.

• An Emergency Response system in case of any incidence will be developed and

implemented

• Periodical health check facility will be provided at camp sites.

4.2.9 Other Environmental Concerns of Construction Phase:

Various other environmental impacts during construction stage include:

4.2.9.1 Diversion of Traffic

Short term impact associated with the project will be traffic diversion and management during

construction phase. Construction activities will cause hindrance to the existing traffic flow. There is

possibility of accident hazards during construction phase of the widening project there will be

requirement for diversion of existing traffic at various construction sites during construction phase.

It needs to be mentioned that though there are no direct impacts on the natural environment due to

disruption/diversion of such services, but diversion can also lead to adverse impacts if not planned

properly. Rapid restoration of diverted services can help in minimizing the severity of impacts arising

out due to diversions of existing services.


• Proper preventive measures will be taken during the construction activities at the

construction sites

• Reduce speed through construction zones.

• Construction of bridges/culverts will be carried out prior to construction of new carriageway

at the first stage.

• Strengthening/raising of existing two lanes will be done only after the completion of the first

stage.

• Proper warning signs will be displayed at construction sites.

4.2.9.2 Equipment Servicing and Fuelling

On large road projects, thousands of liters of diesel and many other petroleum products are

transported and used throughout the work site every day. Construction equipment generates large

amount of waste oil, and its proper handling is critical, since improper storage and leakage can

result in the contamination of land and water bodies. Even the spillage can affect surface water

bodies by the road sector project.


• The vehicle and equipment service centers will be established away from any water body or

agricultural land.

• Proper bunding with appropriate Containment will be provided at the equipment and vehicle

servicing centers. The spent wash from the service center will be put in separate soak pits

and sand pits

• All the fuel and chemical storage will be sited on an impervious base within an embankment

and secured by fencing. The storage area will be located away from water course or

wetland.



EIA Report


4-21

4.2.9.3 Construction Camps

Workers’ Camp

Construction workers are a very neglected group in the country. Unless the workers are provided

proper amenities to live at the construction site the environmental issues of road construction

cannot be properly met. Apart from labour camps, separate construction Camps also established

where various plants and equipments as well as offices and residential units for technical and non

technical staff are located and often labour camps are also provided in the same premises. Location

of the Construction camp also has certain impacts on surrounding environment if not properly

managed.

At labour and construction camps lot of wastes are generated. These wastes are refuge from the

plants, and equipments, waste water and other domestic waste. These wastes are solid as well as

liquid waste mainly refuse water and kitchen waste. The disposal of such waste material to the

surrounding land can potentially damage the land and would generate health risk to not only

surrounding area but within the premises itself. Improper drainages system within the premises also

creates insanitation condition thereby enhancing health risk.


• The Construction/labour camps will be established only on area approved by NHAI.

• The worker’s/labour camp will be located away from water bodies, schools and residential

areas. The camp will be constructed with proper accommodation facilities.

• The workers camp will be provided with drinking water supply system so that local water

sources are not disturbed.

• The camp should be provided with fuel for cooking like kerosene and /or LPG to avoid any

cutting of trees for fuel wood.

• All camps will be provided with proper sanitation facilities, separate toilets and bathrooms

for female and male workers, septic tanks with soak pits of sufficient size, dust bins etc.

• Waste water from domestic uses and solid wastes will be disposed of without violating

environmental norms. The measures will be site specific.

• The labour camps will be provided with crèche, first aid facilities, etc as required under

Factory Act.

• After completion of construction, the contractor will dismantle the camp and restore it to the

original condition of the area before handing over the site to the land owner.

4.2.9.4 Disruption of Services

Local services, including water supply lines, irrigation line, drainage, ditches, streets are commonly

cut during road earthworks. These activities are required by the local people for crop production, drinking water supply and access, and have the potential to damage road work too. These services

are often either inadequately reconnected or not reins ted at all.


• The Contractor will arrange their own source to cater for their water requirement for

construction and other activities and will not interfere with the local water supply system



EIA Report


4-22

• All irrigation canals, water supply lines and stand pipes, drainage and streets will be

maintained during construction or if necessary, temporary services shall be arranged of the

owner/ user’s permission for temporary cessation will be gained.

• All the Services will be progressively reinstalled as soon as road excavation has been

completed.

4.3 IMPACTS DURING OPERATIONAL PHASE

During operation stage, the main sources of environmental impacts are the increased traffic volume

and speeds and better access to forest lands. The increase in traffic volume and speed may enhance

the safety risk especially in the rural area. The better access to the forest area can stimulate the

human interference in these areas. No sudden change in the traffic volume is expected due to this

road as the road is already existing one and opened for public traffic. The project also provides the

opportunities of the restoration of vegetation around the vicinity of the worksite and roads by

implementing the compensatory plantation programme, which will not only enhance the aesthetic

view but can also help in reclamation of soil. During operational phase this will be enhanced with the

activities associated with the maintenance of landscape such as plantation programme, by providing

roadside amenities, parks etc.

During the operational phase when the plantation works will be adequately implemented will

enhance the aesthetic as well as hygienic environment thereby reducing the chances of diseases due

to vehicular emission. Widening will ensure smooth plying of the vehicles and also will help in

reducing the congested zone and thus will reduce the emission rate of vehicles. Various impacts

during operation phase are discussed below:

4.3.1 Impacts on Water Quality and Resources

During the operation phase, the possibility of degradation of water quality is very remote. The

impact on the surface water quality during operation can be expected due to accidental spillage.

However the probability of such accidents are minimal since enhancement of road safety measures

such as improvement of curves and widening of the roads and other pedestrian facilities are taken

care of in the design stage.

4.3.2 Impact on Air Quality

The baseline data shows that all pollutants are well within permissible limit at all monitoring

locations. The net air quality impact following construction of new road is anticipated to be

beneficial. Improvement in road surface condition such as roughness, pot, patch, congestion, etc.,

improvement of curves and junctions will ensure the smooth traffic flow and reduce idling time of

engines thus reduce the emission rate of vehicles and also the vehicle maintenance cost thereby

reducing the magnitude of air quality degradation. Further, roadside avenue plantation with

pollution abating tree species will also help in reducing the ambient pollution levels. Moreover,

widened road will provide more space for dispersion and thereby the concentration of pollutants will

be diluted faster. The project will not stimulate the traffic flow significantly as this road is already in

use. The traffic will however rise with the current growth rate and the number of vehicles plying

over will certainly be increases whether the project will come or not. Although the emission rate per

vehicle will reduce as stated earlier, but the total emission can increase in future with the increase in

traffic.



EIA Report


4-23

Prediction of Carbon Monoxide (CO) Concentration along the Project Highway

Carbon monoxide (CO) is an odorless, colorless, poisonous gas whose primary source is motor

vehicle emissions. Carbon Monoxide is chemically inert under normal conditions and has an

estimated atmospheric mean life of about two and half months. CO is emitted by incomplete burning

of fossil fuel. Concentrations of this gas are highest near the road. Because meteorological

conditions are a significant factor affecting the development of high levels of CO, CO is primarily a

winter period pollution problem, when periods of light winds or calm conditions combine with the

formation of ground level temperature inversions; typically from the evening through the early

morning period. The National Ambient Air Quality Standard (CPCB) prescribes standard limit for CO

in the ambient air as 2 mg/m3 and 4 mg/m3 on 8-hr and 1-hr average respectively. At higher

concentrations, i.e., above 5 mg/m3 it can seriously affect human aerobic metabolism, owing to its

high affinity for haemoglobin and thus would affect the central nervous system, impairing a person’s

time-interval discrimination and brightness discrimination and over 10 mg/m3, concentration would

result in cardiac, pulmonary functional changes / failure leading to death.

As CO is produced in greatest quantities from vehicle combustion and does not readily disperse into

the atmosphere in comparison, hence, CO is considered as critical pollutant.

For the purpose of future prediction of CO concentration in the ambient air along the project road,

the roads were divided into four homogenous section based on traffic volume and environmental

monitoring location setup. These homogeneous sections are (i) Chilakaluripet-Medarametla (ii)

Medarametla-Ongole (iii) Ongole-Kavali and (iv)Kavali-Nellore.

The prediction of CO concentration has been made for 2011, 2015, 2020, 2025 and 2030 AD by

using CALINE 4 dispersion model as recommended by MoEF. CALINE4 is the last in a series of line

source air quality models developed by the California Department of Transportation (Caltrans). It is

based on the Gaussian diffusion equation and employs a mixing zone concept to characterize

pollutant dispersion over the roadway. The purpose of the model is to assess air quality impacts

near transportation facilities. Given source strength, meteorology and site geometry, CALINE4 can

predict pollutant concentrations for receptors located within 500 meters of the roadway. It also has

special options for modeling air quality near intersections, street canyons and parking facilities.

Aerodynamic roughness coefficient of the traffic homogeneous sections and their existing &

proposed width in along which air quality impact assessment is carried out and the emission

standards for different category of vehicle employed for the impact analysis is provided in the Table 4.12. The line source model CALINE4 is executed under the worst-case wind angle with other

meteorological parameters for the conservative impact assessment as provided in the Table 4.13.

Table 4.12: Land use, Emission Standards and the Road Width Traffic Homogeneous Section

Chainage (km) Land use Emission S tandards (gm/km)*

Road Width (m)

From To Light-duty Vehicles

Heavy-duty Vehicles

2011 2015-2030

Chilakaluripet-

Medarametla

1182+802 1218+123 Suburban 3.90

3.78 20 28



EIA Report


4-24

Medarametla-

Ongole

1218+123 1244+735 Suburban 3.90 3.78 20 28

Ongole-Kavali

1244+735 1319+100 Suburban 3.90 3.78 20 28

Kavali-Nellore

1319+100 1366+547 Suburban 3.90 3.78 20 28

*Source: National Auto Policy (2003)

Aerodynamic Roughness Coefficient (cm)

Wind Speed (m/s)

Wind direction Std. Dev (degree)

Ambient Temperature (0C)

Atmospheric Stability Class

Altitude above sea level (m)

Mixing Height (m)

100 1.5 5 20.5 7 16 50

Results and Inferences:

The model was run on a worst-case meteorology condition and used the worst-case wind direction

mode to obtain the highest concentration at each receptor. CO concentrations were estimated for

seven receptor locations. Each receptor was placed about 25 meter from the edge of the road. The

meteorological conditions represent worst-case conditions when CO concentrations are typically

highest, in this case a calm winter period. An ambient temperature of 25.5 degrees Celsius was also

assumed. The meteorological inputs include: 1.5 meter per second wind speed, ground-level

temperature inversion (atmospheric stability class G), wind direction standard deviation equal to five

degrees, and a mixing height of 50 meter.

CALINE4 dispersion model was executed by using data on link geometry, traffic volume and

environmental receptors location. The output CO results at specified locations along the project road

for projected years 2011, 2015, 2020, 2025 and 2030 AD respectively are presented in Table 2.3. Based on the modeling results it may be inferred that among the seven selected location, Marturu

and Kavur will be the most impacted region and Maddipadu and Bitrgunta will be the least impacted.

However, the 1-hr average predicted incremental CO concentration will minimal even during the

operation year 2030 and the resultant concentration will be expected to remain well within the

National Ambient Air Quality Standards (NAAQS). Based on the CALINE4 analyses, project-related

traffic is not anticipated to exceed at the study location and would not be significantly adversely

affected by CO emissions generated by operation of the proposed project. Thus, localized air quality

impacts related to vehicular source emissions would therefore be less significant for the proposed

project. Based on the CO modelling results under worst case scenario, it may be inferred that the

impact due to NOx and SO2 will also be minimal due to proposed project. Moreover, with the

adoption of the better vehicle technology and cleaner fuel, the impact on ambient air environment

will be significantly reduced.



EIA Report


4-25

Table 4.13: Predicted 1-Hour Average CO Concentrations for the Years 2011, 2015, 2020, 2025, and 2030

Name of t he receptor (Ambient Ai r Quality Monitoring Location) with code

Location Chainage (km)

Distance from the edge of the Road (m)

Ambient ‘CO’ Conc. (μg/m3)

Predicted ‘CO’ Conc. (μg/m3) including Ambient level f or the y ear 2011





NAAQ Standard for C O i n μg/m3 for Industrial, Residential, Rural and Other Area

Remarks

Marturu –AAQ 1187 25 1120 1238 1357 1357 1357 1475 4000 Within Limit

Muppavaram –

AAQ2

1205 25 1030 1030 1148 1148 1267 1267 4000 Within

Limit

Maddipadu–

AAQ3

1232 25 1100 1100 1218 1218 1337 1337 4000 Within

Limit

Ongole Bypass–AAQ4

Near NTR Colony

25 1020 1138 1138 1257 1257 1257 4000 Within Limit

Bitragunta –

AAQ5

1270 25 1160 1160 1278 1278 1397 `1397 4000 Within

Limit

Kavali Bypass–

AAQ6

1324 25 1150 1150 1268 1387 1387 1387 4000 Within

Limit

Kovur –AAQ7 1366 25 1070

1188 1307 1307 1307 1425 4000 Within Limit


EIA Report Anticipated Environmental Impacts & Mitigation Measures

4 -26

Mitigation Measures

During the initial years after the implementation of the project, the air quality of the study area

will improve due to increased traffic speed all along the project road. For congested areas a

single row of plantation will be provided on both sides of the road to act as a sink for pollutants.

Special care will be taken to avoid the location of truck parking and bus bays in congested areas.

Further technical improvement in form of superior engine design in order to meet the stringent

Government regulations will also reduce emissions in the years to come.

4.3.3 Impact on Noise Quality

Slight Increase in ambient noise level compared to present background level due to vehicular

movement over the highway in anticipated with the increase in traffic volume. Noise produced by

vehicles using the road can be attributed to the engine, vibration, friction between tyres and the

road, and horns. Increased levels of noise depend upon volume of traffic, road condition, vehicle

condition, vehicle speed, congestion of traffic and the distance of the receptor (home, store etc.)

from the source. The friction caused due to contact between tires and pavement increases the

traffic noise. The smoothening of pavement, reduction of curves, provision of bypasses and

plantation along the highway at several places will reduce noise level to some extent.

Prediction of Traffic N oise l evels f or the E xisting & P rojected Y ears 20 011, 20 15, 2020, 2025 and 2030:

Based on the traffic volume and environmental monitoring location setup, the project corridor

has been divided into four traffic homogeneous sections as discusses in the previous section. The

projected average daily traffic volume of different vehicle category on these four homogeneous

sections is provided in Chapter 2. Peak hour traffic as a percentage of average daily traffic varies

between 5.5% and 7% indicating fairly uniform distribution of traffic over the day.

During the operation phase of the proposed expansion of the National Highway-5, uninterrupted

movement of heavy and light vehicles at high speeds may cause increase in ambient noise levels

on the project road. It may have negative environmental impacts on the sensitive receptors close

to the project road. With the proposed improvement of the project road, the residential areas

along the stretch on either side are likely to experience high day and night-time noise levels.

These noise levels significantly vary with vehicle speed. The existing design vehicle speed as per

4 lanes is 80 kmph and for the proposed designed speed for 6 lanes is assumed to be 100 kmph.

Impact from traffic noise of this highway is investigated based on the maximum noise levels that

occur in the interested locations in the vicinity area around this highway using the Traffic Noise

Model (CRTN). Traffic noise has been calculated at 10 location located at 15 meter from the edge

of the highway for the years 2011, 2015, 2020, 2025 and 2030 at 1.8 m receptor height with full

view angle of 1270. The speed of the vehicle on the highway is assumed 80 kmph in the year

2011 and 100 kmph in projected years. The road surface is assumed to be smooth asphalt

mixture and no sound absorption by soil is considered for conservative estimation of noise level

at the desired receptor locations. The predicted day night average noise level along with the

observed noise level at these locations is provided in the Table 4.14.



4 -27

Table 4.14: Predicted Ambient Noise Levels at Receptors

Receptor Location

(Category of

area/zone)*

Location

Chainage

(Km)

Horizontal Distance from NH-

5 (m)

Ambient Noise Level Lmax

dB(A)

Predicted Noise Levels (Ldn) dB (A)

2011

80 kmp

h

2015 100

kmph

2020

2025

2030

CPCB Standards

Day (Night)

N1 ( C ) 1187 15 72.0 67 67 68 69 70 65 (55)

N2 (R/C) 1202 15 62.3 67 67 68 69 70 65 (55)

N3 (I/C) 1205 10 79.3 67 67 68 69 70 75 (70)

N4 (C ) 1232 10 74.2 68 69 70 71 71 65 (55)

N5 (R) 1240 25 63.0 68 69 70 71 71 55(45)

N6 (R/C) 1248 15 74.0 68 69 70 71 72 65 (55)

N7 (R/C) 1252 20 63.0 68 69 70 71 72 65 (55)

N8 (R/C) 1256 18 69.0 68 69 70 71 72 65 (55)

N9 (R/C) 1324 15 64.7 68 69 70 71 72 65 (55)

N10 (R/C) 1366 20 71.0 68 69 70 71 72 65 (55)

R: Residential, R/C: Residential cum Commercial and I/C: Industrial cum commercial area/zone

Maximum ambient noise levels given in Table 4.12 reflects that during day-time and night-time

measured at 15 m from the edge of the road exceeds the CPCB standards at N1, N3, N4, N5, N6,

N8, N10 receptors. The predicted incremental noise level (Ldn) at these location are expected to

be in the range of 67 dB (A) to 72 dB(A). However, with increasing the distance from the

highway the noise level will keep on decreasing. Keeping in view of the present ambient noise

level, the resultant noise level at these receptors varies from 69.1 dB(A) at receptor- N7 to 79.7

dB(A) at N3 receptor in the year 2011. Based on the noise modelling exercise it may be

concluded that upgradation of existing 4-lane divided highways into 6-Lane divided would not be

expected to impact adversely on the existing ambient noise environment. Therefore, in order to

provide a harmonized living of people around this highway, the proper noise barrier of certain

designs are supposed to be built along the side of this motorway to protect people who live on

low level houses or office building near the roadway. Avenue plantation is expected to minimize

the impacts on the immediate influence area of the project road. Appropriate noise barriers in

the form of vegetative or other noise barriers can be recommended along the sensitive receptors

(Educational institutes, hospitals, courts, etc.)

4.3.4 Human Use Values

Both land use and aesthetics are in fact, likely to improve due to afforestation and proper

landscaping. Proper engineering design like raising of embankment, , provision of sufficient

number of culverts will ensure the reduction of the chances frequent road damages due to water

logging and runoff water during rains and landslide. The provision of parking space, way side

amenities, rest area, toilets and drinking water will also help in smooth and comfortable flow of

traffic and better acceptability of the project by the community.

4.3.5 Road Safety

The project section although was 4-laned in the recent past, the road safety aspect was not

addressed adequately. There is no access control except where some frontage roads are provided,

generally in towns and the road has far too many access points exposing the road to accident

hazards due to intermingling and obstruction to the highway traffic. The situation is worse in rural

areas where even cattles herded on the road, there is no proper traffic lighting system and

advance warning and informative signboards. Moreover little thought has been given for



4 -28

pedestrians for safe crossing of the highways. With the provision of service roads, systematic

pedestrian and cattle crossings, traffic lighting system, bus shelters, wayside amenities which have

been integrated with the project, the safety of road users as well as local public will definitely be

enhanced to a great extent. The general objectives are for the concessionaire to make the main

NH5 road and the service roads as safe as possible for all users. The concessionaire shall follow all

relevant Indian publications on road safety, especially The Manual for Safety in Road Design (A

guide for Highway Engineers) prepared in September 1998 for MOST.

A formalized safety audit procedure must be followed by the concessionaire during the detailed

design and during the Construction and post construction periods.

From the above discussions it can be clear that the project does not conflicts with any significant

issues except for acquisition of land and properties, partial acquisition of water Tanks/ Ponds and

roadside tree cutting. These issues can be successfully resolved/mitigate through proper planning

and management. The adverse impacts envisaged due to the project during construction stage are

mostly increase in air pollution levels, dust generations, interference with treefic movement due to

diversions but are localised of short duration during the construction period and are manageable

with proper Mitigation Plan. The project, on the other hand, shall yield positive impacts by virtue of

better accessibility, better safety for road users and local population, more economic opportunity,

better health and education facility, etc.



EIA Report

Analysis of Alternatives

5-1

CHAPTER 5.0

ANALYSIS OF ALTERNATIVES

5.1 Introduction

The existing alignment of project road of NH-5 starts from Km 1182+802 at Tatapudi village near

Chilakaluripet and ends at Km 1366+547 at Kovour near Nellore and passes through number of

settlement areas. The analysis of alternatives has been carried out ‘with project’ and ‘without project’

scenarios in terms of potential environmental impacts. The existing road passes through 64 villages

areas, and existing ROW is in between 40m to 60m against proposed ROW of 75m in rural areas and

50m in urban areas. The present alignment has been followed for widening and concentric widening

has been proposed thereby reducing the quantum of additional land take. For accommodating 6

laning configurations with proposed ROW, marginal land acquisition is required in some of the

stretches. During widening of old 2 lane road in the project stretch, 6 bypasses were constructed

recently to avoid large scale displacement of people and to reduce traffic congestion. Thus the major

settlement along has already been avoided during 4 laning. At Ongole town old bypass No additional

bypass is proposed. Since the alignment is to follow the existing 4 lane highway; hence there is no

other alternative design. Therefore the analysis of alternative has been carried out ‘with project’ and

‘without project’ scenarios for the only one possible alternative i.e. to follow the existing alignment

only. 407.78 Ha hectares of additional land is required to accommodate 6 lane configuration, service

lane, bus bays, truck lay byes, toll plaza, rest areas, entry & exit points etc. and new Ongole bypass.

5.2 “With” and “Without” Project Scenario

The proposed development of project road of National Highway No.5 (NH- 5) from Km 1182+802 to

Km 1366+547 in the State of Andhra Pradesh is not only development of surrounding area but will

also provide smooth movement of traffic and linking with other roads of the country. Keeping in view,

the site conditions and the scope of development of the area, the ‘With’ and ‘Without’ project

scenarios has been compared for the lone existing alignment and is represented in Table 5.1.

Table 5.1: ‘With’ and ‘Without’ Project Scenario With Project Without Project

Positive Impacts Negative Impacts Positive Impacts Negative Impacts The improvement of road surface

and bottlenecks will improve,

thus reduce the traffic congestion

and reduction in wastage of fuel.

Flourish in trade and commerce

Providing better level of service in

terms of improved riding quality

and smooth traffic flow.

Reduction in accident rate

Access to new employment

opportunities

Employment of local workers for

About 407.78 Ha of

additional land shall

be acquired

Increase of traffic

will lead to air and

noise pollution.

Removal of trees

and vegetation due

to widening and

upgradation

Minor changes in

land use pattern

No acquisition of

land or

properties and

hence no

displacement of

families.

No felling of

existing trees

and vegetation

Travel time and

fuel consumption

level will be more

due to

bottlenecks

Increase in dust

pollution and

vehicular emission

The accident rate

will increase

Road Safety is

presently most



EIA Report

Analysis of Alternatives

5-2

With Project Without Project Positive Impacts Negative Impacts Positive Impacts Negative Impacts

the execution of project

Better access to health care and

other social services

Improved quality of life of the

local people

Better way side amenities and

other facilities like bus

bays/shelters, truck lay byes and

service roads

Increase of aesthetics and

environmental condition due to

Avenue Plantation along the

project road

Adequate Underpasses, flyovers

for cross over

Provision of systematic utility

duct will enhance the road

aesthetics as well as reduction in

frequent damage of road due to

repairing/ up gradation of

utilities.

Increase in groundwater

recharge due to proposed rain

water harvesting structures.

along the project

area.

Short term Increase

in dust pollution

and noise pollution

during construction

period.

Public Safety and

Inconvenience due

to construction

activities till

construction period.

Partial filling of

Ponds/Water Tanks

falling within the

proposed ROW

Inconvenience due

to relocation of

public utilities

important concern

of the people

living along the

highway which

has not been

addressed

properly.

Further

deterioration of

project road.

With the above comparison it can be concluded that “With” project scenario, positive/beneficial

impacts will greatly enhance social & economic development of the region and improve the

environment, when compared to the “Without” project scenario, which may further deteriorate the

existing environment and quality of life. Hence the “With” project scenario with some reversible

impacts is an acceptable option rather than “Without” project scenario. The implementation of the

project therefore will definitely be advantageous to improve the environmental quality of the sub-

region besides to achieve an all round development of the economy and progress of the region.

There is little increase in the pollution levels during construction. Dust and particulate matter during

construction will affect the air quality on a short-term basis but will be temporary in nature. The safety

of road users as well as surrounding population will enhance to great extent due to the project with

provisions of service lane, pedestrian crossings, cattle crossings, traffic lights, truck lay byes, bus

shelters, etc which are adequate in the present scenario.



EIA Report

Environmental Monitoring Programme

6-1

CHAPTER 6.0

ENVIRONMENTAL MONITORING PROGRAMME

Environmental monitoring provides an essential tool to make necessary recommendations and adopt

suitable control strategies so that menace of rising environmental pollution could be minimized and a

relief be extended to the people including labours in case of any damage caused under occupational

health hazards. The monitoring is necessary for the following reasons:

• To see what impacts have occurred

• To evaluate the performance of mitigation measures proposed in the EMP

• To ensure that the conditions of approval are adhered to;

• To suggest improvements in management plan, if required

• To see that benefits expected from the EA are achieved as the project proceeds.

• To satisfy the legal and community obligations.

6.1 Performance Indicators (PIS)

The physical, biological and social components, which are significant in affecting the environment at

critical locations, have been suggested as Performance Indicators. The following specific

environmental parameters can be qualitatively measured and compared over a period of time and

therefore selected as Performance Indicators for monitoring due to their regulatory importance and

the availability of standardized procedures and relevant expertise.

• Soil contamination & Erosion indices

• Air quality

• Water quality

• Noise levels around sensitive locations.

• Replantation success / survival rate

• Restoration of borrow pits

• Sedimentation rate in the downstream where ponds/tanks & Reservoirs are located in close

vicinity

6.2 Selection of Indicators for Monitoring

The environmental parameters that may be qualitatively and quantitatively measured and compared

over a period of time, due to their importance and the availability of standardized procedures and

expertise, have been selected as Performance Indicators (PIs).

• Ambient Air Quality

• Noise levels

• Water Quality

• Soil Quality

• Flora



EIA Report


6-2

6.3 Monitoring of Performance Indicators

6.3.1 Ambient Air Quality (AAQ) Monitoring

Ambient air quality parameters which are recommended for monitoring of widening and

strengthening of highway projects are Particulate Matter (Size less than 10m or PM10 µg /m3),

Particulate Matter (Size less than 2.5m or PM2.5 µg/m3), Sulphur Dioxide (SO2), Oxides of Nitrogen

(NOx) and Carbon Monoxide (CO). These parameters are to be monitored at selected locations

such as plant and machinery sites, crusher sites, excavation works, etc. starting from the

commencement of construction activity. Data should be generated once in a season at the selected

monitoring locations in accordance with National Ambient Air Quality (NAAQ) Standards 2009

(Annexure-6.1).

6.3.2 Ambient Noise Monitoring

The measurement for monitoring the noise levels to be carried out at sensitive locations and at

construction sites along the project road in accordance to the Ambient Noise Standards formulated

by Central Pollution Control Board (CPCB) (Annexure 6 .2). Sound pressure level would be

monitored on twenty-four hour basis. Noise shall be recorded at “A” weighted frequency using

digitized noise monitoring instrument.

6.3.3 Water Quality

Water quality of local water resources that is used by local community shall be monitored. The

physical and chemical parameters recommended for analysis of water quality relevant to road

project are pH, total solids, total suspended solids, total dissolved solids, COD, BOD, DO, Oil and

Grease, Chloride, Iron, etc. The monitoring of the water quality will be carried out at all locations

identified along the project road during construction and operation phase. Monitoring parameters

will be as per IS-10500 (Annexure-6.3) for ground water quality and for surface water quality as

per CPCB Guidelines for used based surface water classification (Annexure-6.4).

6.3.4 Soil Quality

The soil quality of the surround fields close to the construction site and plant site will be monitored

to understand the impact of soil quality. The physic-chemical parameters recommended for

analysis are physical Parameter: Texture, Grain Size, Gravel, Sand, Silt, Clay; Chemical Parameter:

pH, Conductivity, Calcium, Magnesium, Sodium, Nitrogen, Absorption Ratio.

6.3.5 Tree Survival Rate

Roadside plantation of trees and their management will be an important environmental activity for

the management group. These activities will include selection of plant, development of nurseries,

protection of plant, interaction with roadside communities for plantation management and their

maintenance, etc.

The widening and up gradation of the project requires felling of roadside trees. This lost will be

compensated by compensatory afforestation. The compensatory afforestation will be done as per

Forest (Conservation) Act and policy of Andhra Pradesh Forest Department.

To ensure the proper maintenance and monitoring of the compensatory afforestation, a regular

maintenance and monitoring of the survival rate of the planted trees is being proposed up to a



EIA Report


6-3

period of 5 years from the operation of the project. This will be monitored by implementing agency

with the help of Forest Department.

6.4 Environmental Monitoring Action Plan

The monitoring action plan covering various performance indicators, frequency and institutional

arrangements of the project in the construction and operation stages is given in Table 6.1.

6.5 Environmental Reporting System

Monitoring and evaluation are important activities in implementation of all projects. Monitoring

involves periodic checking to ascertain whether activities are going according to the plans. It

provides the necessary feedback for project management to keep the programme on schedule.

The reporting system will operate linearly with the Concessionaire, who will report to Independent

Consultant (IC), who will in turn report to the Project Implementation Unit (PIU). All reporting by

the Concessionaire and Independent Consultant shall be on monthly/quarterly/annual basis. The

PIU shall be responsible for preparing targets for each of identified EMP activities.

The compliance monitoring and the progress reports on environmental components may be

clubbed together and submitted to the PIU regularly during the implementation period. The

operation stage monitoring reports may be annual or biennial provided the project Environmental

Completion Report shows that the implementation was satisfactory. Otherwise, the operation stage

monitoring reports will have to be prepared as specified in the said project Environmental

Completion Report.

6.6 ENVIRONMENTAL MONITORING COST

A separate budgetary provision has been made for implementation of Environmental Monitoring

Plan. The environmental monitoring cost is estimated on the basis of the length and existing

environmental scenario of the project road. A budget allocation of Rs. 89.12 lakhs has been made

against environmental monitoring during construction and operation stages. The details are

provided in Table 9.3 in the Chapter Environmental Management Plan.



EIA Report


6-4

Table 6.1: Environmental Monitoring Plan En

viro

nm

ent

Com

pon

ent

Pro

ject

Sta

ge Regular Monitoring Parameters Institutional Responsibilities

Parameters Standards Locations Frequency Duration Action P lan in case cr iteria exceeds

Implementation Supervision

Air

Con

stru

ctio

n

PM10 µg /m3, PM2.5

µg/m3, SO2

National

Ambient Air

Quality

Standard

(CPCB, 1 8

, NOx,

CO

th

Nov, 2009)

Plant site, HMP and

Stone Crusher

Twice a month

for 3 years

Continuous 24

hours

Check and

modify control

device like bag

filter/cyclones of

hot mix plant

Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

PM10 µg /m3, PM2.5

µg /m3, SO2

Along the project

road at locations of

baseline monitoring

in consultation with

IC

, NOx,

CO

Once in a season

excluding the

monsoon for 3

years

Continuous 24

hours

- Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Ope

rati

on PM10 µg /m3, PM2.5

µg /m3, SO2

Along the project

road at locations of

baseline monitoring

in consultation with

IC

, NOx,

CO

Thrice a year for

5 year

Continuous 24

hours

- Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Su

rfac

e W

ater

Q

ual

ity

Con

stru

ctio

n

pH, temperature,

DO, BOD, COD, Oil

& Grease, Total

Suspended Solid,

turbidity, Total

Hardness, Chlorine,

Iron, Total

Coliform.

Surface Water

Quality

Standard as

per used based

classification

for Surface

Water as per

CPCB

At identified

locations

Once in a season

excluding the

monsoon for 3

years

Grab Sampling Check and

modify petrol

interceptors, silt

fencing devices

Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI



EIA Report


6-5

Ope

rati

on

pH, temperature,

DO, BOD, COD, Oil

& Grease, Total

Suspended Solid,

turbidity, Total

Hardness, Chlorine,

Iron, Total Coliform

Guidelines.

(Ref I S: 10500, 1991)

At identified

locations

Once in a season

excluding the

monsoon for 5

years


modify petrol

interceptors, silt

fencing devices

Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Gro

un

d W

ater

Qu

alit

y

Con

stru

ctio

n pH, Temperature,

TSS, Total

hardness,

Suspended Solid,

Chlorine, Iron,

Sulphate, Nitrate

Ground Water

Quality

Standard as

per IS: 10500, 1991

Plant Construction

site

Once in a month

for 3 years

excluding

monsoon period


modify petrol

interceptors, silt

fencing devices

Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Ope

rati

on pH, Temperature,

TSS, Total

hardness,

Suspended Solid,

Chlorine, Iron,

Sulphate, Nitrate

At identified

locations

Once in a season

excluding

monsoon for 5

year


modify petrol

interceptors, silt

fencing devices

Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Noi

se L

evel

Con

stru

ctio

n

Leq dB (A) (Day

and Night)

Average and Peak

values

Ambient Noise

Standard

(CPCB, 2000)

At equipment yards

and locations as

identified by IC

Once in a season

excluding

monsoon for 3

years

Readings to be

taken at 60

seconds interval

for every hour

and then Leq

are to be

obtained for Day

time and Night

time

Check and

modify

equipment and

devices used to

protect noise

level

Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI



EIA Report


6-6

Ope

rati

on

Leq dB (A) (Day

and Night)

Average and Peak

values

Locations as

identified by IC

Once in a season

excluding

monsoon for 5

year

Readings to be

taken at 60

seconds interval

for every hour

and then Leq

are to be

obtained for Day

time and Night

time

- Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Soi

l

Con

stru

ctio

n

Physical

Parameter:

Texture, Grain

Size, Gravel, Sand,

Silt, Clay; Chemical

Parameter: pH,

Conductivity,

Calcium,

Magnesium,

Sodium, Nitrogen,

Absorption Ratio

- Near Construction

sites along the road

as identified by the

IC

Once in a season

excluding the

monsoon for 3

years

- - Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI

Ope

rati

on

Physical

Parameter:

Texture, Grain

Size, Gravel, Sand,

Silt, Clay; Chemical

Parameter: pH,

Conductivity,

Calcium,

Magnesium,

Sodium, Nitrogen,

Absorption Ratio

Once in a season

excluding the

monsoon for 5

year

5Years - Concessionaire

through approved

monitoring agency

IC & PIU-

NHAI



EIA Report


6-7

Tree

Pla

nta

tion

/Gre

enb

elt

Dev

elop

men

t

Con

stru

ctio

n Tree Survival rate 90% Tree

Survival Rate

Throughout the

Project in

substantially

completed section

Once in a month 1 Years Replacement of

Dead tree with

healthy saplings

of same species,

repairing of tree

guards, fencing

etc.

Concessionaire IC, PIU NHAI

Ope

rati

on

Tree Survival rate 90% Tree

Survival Rate

Throughout the

Project stretch

Once in three

months

5 years Replacement of

Dead tree with

healthy saplings

of same species


Wat

er B

odie

s Con

stru

ctio

n Turbidity in Storm

water

Silt load in ponds

As specified by

the engineer

Water quality

standards

At the drains,

Ponds, water

reservoir and tanks

construction

site/along the ROW

Pre-monsoon

and post

monsoon

seasons for 3

years

3 years Inspection and

modification of

silt fencing/ any

leakage of drains

to these surface

water bodies


Ope

rati

on

Turbidity in Storm

water

Silt load in ponds

As specified by

the engineer /

Water quality

standards

At major water

bodies (Pond,

Tanks, Reservoirs

within the Proposed

ROW and those

located at

immediate vicinity

of the Proposed

ROW.

5 Year

before onset of

monsoon

5 Years Check and repair

catch drains,

storm water

drains and silt

trap

Concessionaire IC till defect

liability

period, PIU

NHAI



EIA Report

Environmental Monitoring Programme (Annexure-6.1)

ANNEXURE – 6.1

NATIONAL AMBIENT AIR QUALITY STANDARDS

Sl. No.

Pollutant Time Weighted Average

Concentration in Ambient Air Industrial, Residential, Rural a nd Other Area

Ecologically Sensitive Area (notified b y Central Government)

Method of Measurement

(1) Sulphur

Dioxide (SO2) µg/m3

Annual* 50 20 Improved West and

Geake Method Ultraviolet Fluorescence

24 hours** 80 80

(2) Oxides of

Nitrogen (NOx)

µg/m3

Annual* 40 30 Jacob & Hochheiser

Modified (Na-Arsenite) Method

Chemiluminescence

24 hours** 80 80 Gas Phase Chemiluminescence

(3) Particulate

Matter (Size less than 10

µm) or PM10 µg/m3

Annual* 60 60 Gravimetric

TOEM Beta attenuation

24 hours** 100 100

(4) Particulate

Matter (Size less than 2.5

µm) or PM2.5 µg/m3

Annual* 40 40 Gravimetric

TOEM Beta attenuation

24 hours** 60 60

(5) Ozone (O3)

µg/m3

8 hours** 100 100 UV Photometric

Chemiluminescence Chemical Method

1 hour** 180 180

(6) Lead (Pb) µg/m3

Annual* 0.5 0.5 ASS/ ICP Method after sampling on EPM 2000

or equivalent Filter

paper ED – XRF using Teflon

filter

24 hours** 1.0 1.0

(7) Carbon Monoxide

(CO)

mg/m3

8 hours** 02 02

Non Dispersive Infra Red (NDIR)

Spectroscopy

1 hour** 04 04

(8) Ammonia

(NH3)

µg/m3

Annual* 100 100 Chemiluminescence

Indophenol blue method 24 hours** 400 400

(9) Benzene

(C6H6)

µg/m3

Annual* 05 05 Gas Chromatography

based continuous

analyzer Adsorption and

Desorption followed by GC analysis



EIA Report


Sl. No.

Pollutant Time Weighted Average

Concentration in Ambient Air Industrial, Residential, Rural a nd Other Area

Ecologically Sensitive Area (notified b y Central Government)

Method of Measurement

(10) Benzo (a)

pyrene (BaP) – Particulate

phase only, ng/m3

Annual* 01 01 Solvent extraction

followed by HPLC/GC analysis

(11) Arsenic (As)

ng/m3

Annual* 06 06 AAS/ICP method after

sampling on EPM 2000 or equivalent filter paper

(12) Nickel (Ni)

ng/m3

Annual* 20 20 AAS/ICP method after

sampling on EPM 2000 or equivalent filter paper

*Annual Arithmetic mean of minimum 104 measurements in a year at a particular site taken twice a

week 24 hourly at uniform interval.

**24 hourly or 08 hourly or 01 hourly monitored values, as applicable, shall be complied with 98% of

the time in a year. 2% of the time, they may exceed the limits but not on two consecutive days of monitoring.

Source: National Ambient Air Quality Standards, Central Pollution Control Board Notification No. 29016/20/90/PCI-I dated 18 November, 2009



EIA Report


ANNEXURE – 6.2

NATIONAL AMBIENT NOISE MONITORING STANDARDS

Area/Class Noise Level (Leq dB (A))*

Day Time Night Time

Industrial 75 70

Commercial/Mixed 65 55

Residential/Rural 55 45

Sensitive 50 40

Note-:

1. Day time shall mean from 6 a.m. to 10 p.m.

2. Night time shall mean from 10 p.m. to 6 a.m.

3. Silence Zone is an area comprising not less than 100 meters around hospitals, education institutions, courts, religious places or any other area, which is declared as such by Competent Authority.

4. Mixed categories of areas may be declared as one of the four above-mentioned categories by the Competent Authority.

*dB(A) Leq denotes the time weighted average of the level of decibels on scale A which is related to Human Beings

A “decibel” is the unit in which noise is measured

“A” in dB(A) Leq, denotes the frequency weighted in the measurement of the noise corresponds to frequency response characteristics of the human ear.

Leq: It is an energy means of the noise level over a specified period.



EIA Report


ANNEXURE – 6.3

WATER QUALITY STANDARD AS PER BIS (IS: 10500:1991)

S. No. Parameters Desirable Limit

Max. Permissible Limits in the absence of alternate source

Essential Characteristics:

1. Colour 5 25

2. Odour Unobjectionable Unobjectionable

3. Taste Agreeable Agreeable

4. Turbidity, NTU 5 10

5. pH Value 6.5 to 8.5 No relaxation

6. Total Hardness (as CaCO3), mg/l 300 600

7. Iron as Fe, mg/l 0.3 1.0

8. Chloride as Cl, mg/l 250 1000

9. Residual free Chlorine, mg/l 0.2 -

Desirable Characteristics

10. Dissolved Solids, mg/l 500 2000

11. Calcium as Ca, mg/l 75 200

12. Copper as Cu, mg/l 0.05 1.5

13. Manganese as Mn, mg/l 0.10 0.3

14. Sulphate as SO4, mg/l 200 400

15. Nitrate as NO3, mg/l 45 100

16. Fluoride as F, mg/l 1.0 1.5

17. Phenolic Compounds as C6H5OH, mg/l 0.001 0.002

18. Mercury as Hg, mg/l 0.001 No relaxation

19. Cadmium as Cd, mg/l 0.01 No relaxation

20. Selenium as Se, mg/l 0.01 No relaxation

21. Arsenic as As, mg/l 0.05 No relaxation

22. Cyanide as CN, mg/l 0.05 No relaxation

23. Lead as Pb, mg/l 0.05 No relaxation

24. Zinc as Zn, mg/l 5.0 15.0

25. Anionic detergent as MBAS, mg/l 0.2 1.0

26. Chromium as Cr6+, mg/l 0.05 No relaxation

27. Polynuclear aromatic hydro carbon as PAH, g/l - -

28. Mineral Oil, mg/l 0.01 0.03



EIA Report


S. No. Parameters Desirable Limit

Max. Permissible Limits in the absence of alternate source

29. Pesticide, mg/l Absent 0.001

30.

Radioactive materials:

Alpha Emitters, Bq/l

Beta Emitters, Bq/l

-

-

0.1

1.0

31. Alkalinity, mg/l 200 600

32. Aluminum as Al, mg/l 0.03 0.2

33. Boron, mg/l 1.0 5.0



EIA Report


ANNEXURE – 6.4

USE BASED CLASSIFICATION OF SURFACE WATERS IN INDIA

Source: Guidelines for Water Quality Management – CPCB 2008.

Designated-Best-Use Class of water Criteria

Drinking Water Source without conventional treatment but after

disinfections

A

i. Total Coliforms Organism MPN/100ml shall be 50 or less

ii. pH between 6.5 and 8.5

iii. Dissolved Oxygen 6mg/l or more

iv. Biochemical Oxygen Demand 5 days 20oC 2mg/l

or less

Outdoor bathing (Organized)

B

i. Total Coliforms Organism MPN/100ml shall be

500 or less

ii. pH between 6.5 and 8.5


iv. Biochemical Oxygen Demand 5 days 20oC 3mg/l or less

Drinking water source after

conventional treatment and disinfections

C

i. Total Coliforms Organism MPN/100ml shall be

5000 or less

ii. pH between 6 to 9


iv. Biochemical Oxygen Demand 5 days 20oC

3mg/l or less

Propagation of Wild life and Fisheries

D

i. pH between 6.5 to 8.5

ii. Dissolved Oxygen 4mg/l or more

iii. Free Ammonia (as N) 1.2 mg/l or less

Irrigation, Industrial Cooling, Controlled Waste disposal

E

i. pH between 6.0 to 8.5

ii. Electrical Conductivity at 25oC micro mhos/cm

Max.2250

iii. Sodium absorption Ratio Max. 26

iv. Boron Max. 2mg/l

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