i. the detailed r&r plan for people from whom the land is...

i. The detailed R&R plan for people from whom the land is acquired and the details of local

people deriving their livelihood from the lease area

The proposed mining lease area of 377.68 ha consists of 347.983 ha of Patta Land and

29.692 ha of Government Land and the Patta Land constitutes 92 % of the total proposed

mining lease area. The total land owners involved are 332. The R & R Plan for the land

owners is enclosed herewith as Appendix 1a.

The proposed mining area is having lots of outcrop of Limestone. The photographs

showing the outcrop of limestone are given in Appendix 1b. These clearly confirms that no

activity is being carried out at present by any of the land owners in the proposed mine

lease area.

ii. The CGWA approval for intersecting the ground water table and drawl of 120 kld of

water to be used for carrying out mining operations need to be submitted.

Application for ground water drawl for the Plant and the Mine has been submitted to

Central Ground Water Board (CGWB), Hyderabad on 20th Jan 2104. A copy of the same

is enclosed as Appendix 2a

Queries raised by the CGWB vide letter F.No 1/CGWA/Perm/SR/2013‐14/274 dated

14th Feb 2014 have been clarified through our letter Chettinad Cement/ Dachepalli/

CGWB‐Hyd /2014 dated 15th Apr 2014. A copy of the same is enclosed as Appendix 2b

Queries raised by the CGWB vide letter F.No 1/CGWA/Perm/SR/2013‐14/774 dated 6th

May 2014 have been clarified through our letter Chettinad Cement/ Dachepalli/

CGWB‐Hyd / 2014 dated 27th Jun 2014. A copy of the same is enclosed as Appendix 2c

The proposal recommended by the CGWB, Hyderabad to the Central Ground Water

Authority,(CGWA), New Delhi is under process

Appendix 1a

Rehabilitation & Resettlement Plan for Land Owners

The proposed mining lease area of 377.68 ha consists of 347.983 ha of Patta Land and 29.692 ha of

Government Land and the Patta Land constitutes 92 % of the total proposed mining lease area.The

total land owners involved are 332 (Pedagarlapadu Village :197 & in Kesanupalli Village: 135). The

details of extent of land given by each land owner , Government Guideline Rate & Government

Guideline Value and the CCCL Value pertaining to both Pedagarlapadu Village & Kesanupalli Village

have been included as as a part of this document . In the proposed mining lease area there are no

structures and no habitation. Hence, Resettlement Plan has not been envisaged.

Rehabilitation Plan

Though full compensation for the land has been paid to land givers as per mutual‐ agreement, the

following measures have also been proposed to be taken up to help the land givers to lead a

sustained livlihood.

1. Employment

Project Stage

The plan includes foreseeing involvement in construction activities during the project stage,

whether skilled or unskilled through the contractor executing the project. If they are skilled

persons like electricians, plumbers, carpenters, drivers etc., they will be engaged to meet the

project work related requirements. If required, temporary housing facilities will be extended to

them. In addition to the above health care facilities will also be provided to them.

Operation Stage

Preference will be given to land‐giver/his or her legal heir, if the qualification/experience /skill

matches with requirement for a particular opening in the Plant/Mine.

Similarly , the services of the land givers will be utlilised by the company ,depending upon the

need of the company and capabilities of the land‐givers.

2. Training

Training is a very useful tool,which will be used extensively to develop a specific skill or help

persons to enhance their skills. Various training programmes will be conducted for the land‐givers ,

which will help them to have a sustained livilihood.

Training Programmes will be planned covering the following.

S.No Focus Area Specific Aspect

1. Land Related Minor Irrigation

Commercial Agriculture Techniques

Medicinal Plantation & Floriculture

Establishment of Nursaries

2. Live‐stock Related Dairy

Fisheries

3. Service Related Cooking

Para‐health care

Para ‐ teaching

Security

4. Handicrafts Related Readymade garments & Fancy items

Stritching/Tailoring

Embroidery

Soft‐Toys

3. Assistance for livelihood

Chettinad Cement will

Help to form Self Help Groups to ensure sustained generation of income to the land givers

Coordinate with National Bank for Agriculture & Rural Development (NABARD), Small

Industries Development Bank of India and other financial institutions to finance the

economic ventures around the project area

Assist in creating self‐employment opportunities

Chettinad Cement hereby confirms that the R & R policy of Govt. of Andhra Pradesh will be

followed in the true spirit.

Cost provision for R & R Cost

S.No Cost – Head Amount (Rs in Crores)

1. Cost of Land 10.9

2. Cost of Shifting Structures NIL

3. Cost of Resettlement ( No habitation within the

proposed mine lease area)

NIL

4. Assistance & Other Implementation Cost As per

R & R policy of Government

of Andhra Pradesh

LAND DETAILS ( PROPOSED MINE LEASE AREA)PEDAGARLAPADU VILLAGE - DACHEPALLI MANDAL- GUNTUR DISTRICT,A.P

S.No Land OwnerLand Extent

( in Acres)

GovernmentGuideline

Rate/Acre(in Rs lakhs)

GovernmentGuideline

Value( in Rs lakhs)

CCCL Value(in Rs lakhs)

1 ADDANKI JOHN SAIDULU 1.440 0.69 0.99 0.99

2 ADDANKI PRAKASHA RAO 1.860 2.00 3.72 3.72

3 AKKEM ANKARAO 0.280 0.66 0.18 0.18

4 AKKEM KOTAMMA 0.590 0.65 0.38 0.38

5 AKKEM LAKSMAMMA 1.950 0.62 1.21 1.21

6 AKKEM SAMBAIAH 0.235 0.63 0.15 0.15

7 AKKEM SANKAR RAO 0.280 0.66 0.18 0.18

8 AKKEM SIVA 0.230 0.63 0.14 0.14

9 AKKEM VENKATESWARLU 1.360 0.65 0.88 0.88

10 ATMAKURI SUBRAMANYAM 5.510 0.61 3.36 3.36

11 BARREDDY JAGGAMMA 2.750 0.65 1.79 1.79

12 BATHULA THIRUPATHAMMA 1.900 0.62 1.18 1.18

13 BUDATI RAJAMANI 3.000 2.00 6.00 6.00

14 BUSI KOTESWRARAO 1.220 0.70 0.85 0.85

15 BUSI NAGA BHUSANAM 0.360 0.65 0.23 0.23

16 BUSI PURNA CHANDRARAO 1.900 0.65 1.24 1.24

17 CHIDELLA KANAKAIAH 1.000 0.62 0.62 0.62

18 CHINTHA NAGARATNAMMA 1.900 0.62 1.18 1.18

19 CHINTHAREDDY MANGIREDDY 8.940 0.76 6.79 6.79

20 CHOKKA CHINA NARAYANA 1.950 0.65 1.27 1.27

21 DIBBAMADUGU KRISHNAMURTHY 1.000 0.70 0.70 0.70

22 DIBBAMADUGU RAJU 8.000 1.26 10.06 10.06

23 ENDURI SRINIVASA RAO 0.780 2.00 1.56 1.56

24 GARIKAPATI KOTAMMA 3.000 0.65 1.95 1.95

25 GATTAM HANUMANTHARAO 4.200 2.00 8.40 8.40

26 GOGIREDDY VENKATA RAVAMMA 3.040 0.65 1.98 1.98

27 GOPISETTI NAGESWARAO 1.500 0.65 0.98 0.98

28 GOVINDU NAGESWARAO 1.000 0.62 0.62 0.62

29 GOVINDU BRAHMAM 1.000 0.62 0.62 0.62

30 GOVINDU SAMBAIAH 5.990 0.61 3.65 3.65

31 GUNDA SAIDA RAO 6.410 0.77 4.95 4.95

32 GURRAM VENKATESWAREDDY 12.510 0.74 9.27 9.27

33 ILLURI VENKAT REDDY 7.910 2.00 15.82 15.82

34 IMMADISETTI CHENNAIAH 0.790 0.99 0.78 0.78

35 IMMADISETTI CHINA BRAHMAIAH 0.940 0.65 0.61 0.61

36 IMMADISETTI GURAVAIAH 0.560 0.62 0.35 0.35

37 IMMADISETTI KOTAIAH 0.790 0.99 0.78 0.78


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value( in Rs lakhs)


38 IMMADISETTI PEDA BRAHMAIAH 0.940 0.65 0.61 0.61

39 IMMADISETTI PERAIAH 1.500 0.65 0.98 0.98

40 IMMIDISETTI LAKSMAMMA 5.820 0.61 3.55 3.55

41 JADDA YESUDASU 0.800 2.00 1.60 1.60

42 JANGILI APPA RAO 1.500 0.61 0.92 0.92

43 JANGILI GOPALA RAO 1.700 0.61 1.04 1.04

44 JANGILI VENKATESWARLU 1.500 0.61 0.92 0.92

45 KAMIREDDY NARSIREDDY 6.460 0.61 3.94 3.94

46 KAMIREDDY VENKAT REDDY 4.005 0.77 3.08 3.08

47 KAMIREDDY YALAMANDAREDDY 8.940 0.77 6.89 6.89

48 KARPURAPU CHINA NARASIMHAM 1.190 0.62 0.74 0.74

49 KARPURAPU CHINA VENKATESWRLU 2.860 0.65 1.86 1.86

50 KARPURAPU KOTESWARA RAO 0.750 0.65 0.49 0.49

51 KARPURAPU MUSALI KOTAIAH 10.620 0.65 6.90 6.90

52 KARPURAPU NAGESWARA RAO 1.825 2.00 3.65 3.65

53 KARPURAPU PEDA VENKATESWARLU 2.440 1.48 3.61 3.61

54 KARPURAPU RAMANJANEYULU 1.015 0.64 0.65 0.65

55 KARPURAPU SANJEEVARAO 0.230 0.66 0.15 0.15

56 KARPURAPU VENKATESWARLU 0.290 0.65 0.19 0.19

57 KARPURAPU YELAMANDA 7.380 1.74 12.84 12.84

58 KARREDLA VENKATESWARLU 8.700 0.65 5.66 5.66

59 KATIKALA GURAVAIAH 1.500 2.00 3.00 3.00

60 KATIKALA GURUVULU 8.040 0.63 5.03 5.03

61 KATIKALA SUBBAIAH 2.180 0.61 1.33 1.33

62 KATIKAM BRAMAIAH 6.220 2.00 12.44 12.44

63 KICHAMSETTI CHINA ANKAIAH 1.000 2.00 2.00 2.00

64 KOLA KOTAIAH 2.990 0.95 2.84 2.84

65 KORE RAMARAO 3.260 0.65 2.12 2.12

66 KOTHAPALLI KRUPADANAM 0.740 2.00 1.48 1.48

67 KOTHAPALLI LACHAIAH 0.800 2.00 1.60 1.60

68 KOTTA LACHAIAH 0.850 2.00 1.70 1.70

69 LAYYAGARI PEDA NARASAIAH 0.720 0.65 0.47 0.47

70 LINGIREDDY CHINA VENKATA REDDY 5.460 2.00 10.92 10.92

71 LINGIREDDY PITCHIREDDY 9.720 1.54 14.94 14.94

72 LINGIREDDY SESHIREDDY 3.640 0.62 2.26 2.26

73 LINGIREDDY VENKAT REDDY 4.610 0.62 2.86 2.86

74 M.LAKSHMAIAH 1.410 2.00 2.82 2.82

75 MAMILLA KOTESWARARAO 2.200 0.65 1.43 1.43

76 MANDA ABRAHAM 0.800 2.00 1.60 1.60

77 MANDA PULLAYYA 1.000 2.00 2.00 2.00

78 MARASU KOTESWARAO 1.910 0.61 1.17 1.17


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value( in Rs lakhs)


79 MARASU PULLA RAO 5.790 0.66 3.83 3.83

80 MARIKANTI CHINA JASHUVA 1.990 2.00 3.98 3.98

81 MARIKANTI KOTAMMA 2.260 2.00 4.52 4.52

82 MARIKANTI PEDA JASHUVA 3.550 2.00 7.10 7.10

83 MIRYALA PAPARAO 2.650 0.65 1.72 1.72

84 MOTHULA SESHIREDDY 5.020 2.00 10.04 10.04

85 MOTHULA SOW REDDY 2.020 0.65 1.31 1.31

86 MOTHULA VENKATAREDDY 5.570 2.00 11.14 11.14

87 NAGARJUNAKONDA GOVINDAMMA 7.630 2.00 15.26 15.26

88 PAHINITHI SANTHAMMA 4.220 2.00 8.44 8.44

89 PALLE AMARLINGAREDDY 8.380 2.00 16.76 16.76

90 PALLE ANKAMMA 1.480 0.65 0.96 0.96

91 PALLE SANJEEV REDDY 5.910 0.65 3.84 3.84

92 PALLE SATYANARAYAN REDDY 4.080 0.65 2.65 2.65

93 PALLE VENKATREDDY 1.480 0.65 0.96 0.96

94 PEERLA ALLI SAHEB 2.990 0.65 1.94 1.94

95 PEERLA HASSAN 3.030 0.65 1.97 1.97

96 PEERLA PULLU SAHEB 1.640 1.00 1.65 1.65

97 PERAM BENJIMAN 3.500 2.00 7.00 7.00

98 PERAM CHANDRASEKHAR RAO 4.000 2.00 8.00 8.00

99 PERAM CHINA SANTHAIAH 2.930 2.00 5.86 5.86

100 PERAM PRABHUDASU 3.430 2.00 6.86 6.86

101 PERAM VEDAMANI 7.600 1.36 10.34 10.34

102 PINNAM CHINA VENKATESWARLU 1.500 2.00 3.00 3.00

103 PINNAM KASAIAH 1.690 0.62 1.05 1.05

104 PINNAM LAKSHMI 1.600 0.65 1.04 1.04

105 PINNAM PURNAIAH 2.560 0.63 1.61 1.61

106 PINNAM RANGA RAO 3.000 0.65 1.95 1.95

107 PINNAM ROSAIAH 2.870 2.00 5.74 5.74

108 PINNAM SANKAR RAO 1.470 2.00 2.94 2.94

109 PINNAM SIVAMMA 1.270 0.65 0.83 0.83

110 PINNAM VENKAMMA 1.710 0.65 1.11 1.11

111 PINNAM VENKATA RAMANA 1.470 0.65 0.96 0.96

112 PINNAM VENKATESWARLU 4.040 0.86 3.46 3.46

113 PINNAM VENKATRAMAIAH 1.620 0.63 1.02 1.02

114 PUARAMSETTI VENKATRAO 6.300 0.80 5.04 5.04

115 PULIBANDLA DIBBAIAH 1.780 0.65 1.15 1.15

116 PULIBANDLA SATYANARAYANA 4.760 2.00 9.52 9.52

117 PULIBANDLA VENKATESARLU 3.800 0.65 2.47 2.47

118 PURAM KRISHNA SANKARAM 1.560 0.62 0.97 0.97

119 PURAM SAIDULU 2.270 0.62 1.41 1.41


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value( in Rs lakhs)


120 PURAM VENKATA KOTESWARAO 1.650 0.70 1.16 1.16

121 PURAMSETTI ANJANEYULU 6.400 2.00 12.80 12.80

122 PURAMSETTI ANKULU 0.600 2.00 1.20 1.20

123 PURAMSETTI APPAIAH 1.240 0.61 0.76 0.76

124 PURAMSETTI BHU LAKSHMI 5.855 0.63 3.72 3.72

125 PURAMSETTI CHINA SUBBAIAH 2.900 0.61 1.77 1.77

126 PURAMSETTI GOVINDAIAH 4.300 0.62 2.66 2.66

127 PURAMSETTI KRISHNA 2.515 0.65 1.64 1.64

128 PURAMSETTI PEDA APPAIAH 6.870 0.65 4.46 4.46

129 PURAMSETTI PEDA CHALAMAIAH 0.830 0.65 0.54 0.54

130 PURAMSETTI SARVAIAH 4.200 0.65 2.74 2.74

131 PURAMSETTI VENKAIAH 1.250 0.61 0.77 0.77

132 PURAMSETTI YEDUKONDALU 3.120 2.00 6.24 6.24

133 RAJANALA ANKAIAH 3.070 0.65 1.99 1.99

134 RAJANALA SRINIVASARAO 1.900 0.70 1.33 1.33

135 RAJANALA VENKATRAVAMMA 2.000 0.65 1.30 1.30

136 RAJAVARAPU NAGAIAH 6.330 1.35 8.57 8.57

137 RAJAVARAPU PICHAMMA 3.540 0.65 2.30 2.30

138 REMIDICHARLA LALU SAHEB 2.605 2.00 5.21 5.21

139 SHAIK BUDESAHEB 1.430 0.97 1.39 1.39

140 SHAIK GULLAPALLI JOHNY BASHA 3.580 0.65 2.32 2.32

141 SHAIK GULPALLI CHINA SAIDA 4.120 1.08 4.44 4.44

142 SHAIK IMAMBEE 4.900 1.41 6.89 6.89

143 SHAIK KHASIMBEE 0.550 0.63 0.34 0.34

144 SHAIK MAHABOOB 1.310 2.00 2.62 2.62

145 SHAIK MEERA SAHEB 1.100 0.62 0.68 0.68

146 SHAIK NAGULMEERA 2.160 0.62 1.33 1.33

147 SHAIK REMIDICHARLA LALUSAHEB 4.340 0.62 2.69 2.69

148 SHAIK SILARBI 1.770 0.75 1.33 1.33

149 SHAIKPEERLA PULLU SAHEB 3.220 0.65 2.09 2.09

150 SOMALA BHIKSHALA REDDY 4.040 0.65 2.63 2.63

151 SOMALA PULLA REDDY 2.250 0.65 1.46 1.46

152 SONTIREDDY GOPIREDDY 6.090 0.77 4.69 4.69

153 SRIPATHI RAMA KOTAIAH 1.940 0.65 1.27 1.27

154 SRIRAMDASU ANNAPURNAMMA 7.630 2.00 15.26 15.26

155 SUNKARA ANKARAO 1.450 2.00 2.90 2.90

156 SYED JOHN SAHEB 2.840 0.65 1.84 1.84

157 SYED NAGUL MEERA 2.360 0.65 1.53 1.53

158 SYED PAKEER SAHEB 6.600 0.62 4.09 4.09

159 THIRUMALASETTI HUSSAIN 5.000 2.00 10.00 10.00

160 THIRUMALSETTI NAGA BHUSANAM 0.860 0.70 0.60 0.60


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value( in Rs lakhs)


161 THIRUMALSETTI PEDA

VENKATESWARLU

0.230 0.66 0.15 0.15

162 THOTA APPAIAH 0.300 0.65 0.20 0.20

163 THOTA HANUMANTHA RAO 0.100 2.00 0.20 0.20

164 THOTA KOTAIAH 4.010 0.61 2.44 2.44

165 THOTA LAKSMAIAH 0.660 0.65 0.43 0.43

166 THOTA NAGESWARRAO 1.560 0.65 1.01 1.01

167 THOTA RAMA BRAHMAM 5.940 0.65 3.86 3.86

168 THOTA SATYANARAYANA 3.155 2.00 6.31 6.31

169 THOTA SESHAIAH 1.560 2.00 3.12 3.12

170 THOTA SRINIVASA RAO 0.990 0.65 0.64 0.64

171 THOTA VARDHANAMMA 0.300 0.61 0.18 0.18

172 THOTA VEERANJANEYULU 1.450 2.00 2.90 2.90

173 THOTA VENKATA GURAVAIAH 5.450 0.62 3.37 3.37

174 THOTA YEDUKONDALU 3.860 2.00 7.72 7.72

175 THUMMEPALLI CHINA ANKARAO 0.500 0.62 0.31 0.31

176 THUMMEPALLI PEDA ANKARAO 2.500 0.62 1.55 1.55

177 THUMMEPALLI RAMANJANEYULU 7.240 0.62 4.48 4.48

178 THUMMEPALLI SATYANARAYANA 1.000 0.65 0.65 0.65

179 THUMMEPALLI SRIRAM MURTHY 1.000 0.62 0.62 0.62

180 VARIKALLU SIVAIAH 7.260 0.65 4.72 4.72

181 VENNAPUSALA KESAVA REDDY 10.280 2.00 20.56 20.56

182 VENUGOPALASWAMY 11.610 2.00 23.22 23.22

183 VUSTELA ANJIREDDY 4.230 0.78 3.29 3.29

184 VUSTHELA BASIVI REDDY 3.530 0.65 2.29 2.29

185 VUSTHELA SAIDAREDDY 2.370 2.00 4.74 4.74

186 VUSTHELA SAMBIREDDY 2.370 2.00 4.74 4.74

187 YARAGANI BHIKSHAM 1.150 0.67 0.77 0.77

188 YEDLAPALLI SAMBAIAH 0.960 0.65 0.62 0.62

189 YEDLAPALLI CHINA VENKAIAH 4.260 0.65 2.77 2.77

190 YEDLAPALLI LAKSMAMMA 3.000 0.65 1.95 1.95

191 YEDLAPALLI NAGESWARA RAO 0.960 0.65 0.62 0.62

192 YEDLAPALLI PEDA MALLAIAH 1.470 2.00 2.94 2.94

193 YEDLAPALLI RANGAYYA 1.470 2.00 2.94 2.94

194 YEDLAPALLI SANKARA RAO 1.580 0.65 1.02 1.02

195 YEDLAPALLI VENKATA SIVAIAH 1.130 0.65 0.73 0.73

196 YEDLAPALLI YEDUKONDALU 2.000 0.65 1.30 1.30


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value( in Rs lakhs)


197 YEDLPALLI SRINIVASARAO 2.370 0.65 1.54 1.54

Total Patta Land 598.53 665.55 665.55

Total Govt Land 50.56 0.00

Total Land in Pedagarlapadu Village 649.09 665.55

LAND DETAILS ( PROPOSED MINE LEASE AREA)KESANUPALLI VILLAGE - DACHEPALLI MANDAL- GUNTUR DISTRICT,A.P

S.No Land ownerLand Extent

( in Acres)

GovernmentGuideline


GovernmentGuideline

Value(in Rs lakhs)

CCCL Value( in RsLakhs)

1 BANDI KASAIAH 0.640 0.656 0.42 0.42

2 BOPPURI RAMULAMMA 1.120 0.651 0.73 0.73

3 CHIDELLA RAMARAO 0.580 0.802 0.47 0.47

4 DEVARASETTI BRAHMANANDAM 1.670 2.000 3.34 3.34

5

DEVARASETTI KASI BRAMMANANDA

RAO 1.055 2.000 2.11 2.11

6 DEVARASETTI KOTAIAH 1.060 2.000 2.12 2.12

7 DEVARASETTI KOTESWARARAO 1.250 0.550 0.69 0.69

8 DEVARASETTI KRISNA MURTHY 1.250 0.550 0.69 0.69

9 DEVARASETTI SUBBARAO 1.740 0.833 1.45 1.45

10 DEVARASETTI V APPARAO 3.940 2.000 7.88 7.88

11 DEVARASETTI V MALLIKARJUNA RAO 2.020 2.000 4.04 4.04

12 DRONADULA MALLAIAH 1.040 2.000 2.08 2.08

13 DRONADULA VENKATESWARLU 2.000 2.000 4.00 4.00

14 DRONADULA VISWANADHAM 2.200 2.000 4.40 4.40

15 GALAM NARENDRA 1.800 2.000 3.60 3.60

16 GALAM VEERANJANEYULU 3.930 2.000 7.86 7.86

17 GALI PITCHIREDDY 2.240 0.600 1.34 1.34

18 GALI RAMI REDDY 2.000 0.600 1.20 1.20

19 GONUGUNTLA KASAIAH 1.850 0.651 1.20 1.20

20 GUDURI RAMA KOTESWARRAO 1.800 2.000 3.60 3.60

21 GUNDA CHANDRASEKHAR RAO 2.020 2.000 4.04 4.04

22 GUNDA SAIDA RAO 1.850 1.000 1.85 1.85

23 GURRAPUSALA PERAYYA 1.830 2.000 3.66 3.66

24 JAKKA LAKSHMI NARAYANA 0.300 2.000 0.60 0.60

25 JAKKA VENKATESWARLU 0.300 2.000 0.60 0.60

26 JANGILI NARAYANA 1.150 2.000 2.30 2.30

27 JANGILI RAMA SAIDAIAH 1.340 2.000 2.68 2.68

28 JANGILI RAMA SAIDAMMA 5.005 2.000 10.01 10.01

29 JANGILI SAIDAYYA 2.360 2.000 4.72 4.72

30 JANGILI VENKAT NARAYANA 0.700 2.000 1.40 1.40

31 JANGILI VENKAT RAO 1.300 2.000 2.60 2.60

32 JANGILI VENKATA RAMAIAH 0.938 2.000 1.88 1.88

33 JANGILI VENKATESWARLU 4.060 2.000 8.12 8.12

34 JANGILI VENKAYAMMA 0.670 2.000 1.34 1.34

35 JUNNU SUDARSHANARAO 2.000 2.000 4.00 4.00

36 KANKUMARI SAIDAYYA 1.720 2.000 3.44 3.44


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value(in Rs lakhs)


37 KANTHAVARAPU VENKATESWARLU 1.000 0.650 0.65 0.65

38 KATAM RAM SIVA REDDY 1.580 2.000 3.16 3.16

39 KATTEYBOINA ADEMMA 2.530 2.000 5.06 5.06

40 KAYYAKULA NAGARAJU 7.380 2.000 14.76 14.76

41 KICHAMSETTI KUMARI 2.680 0.600 1.61 1.61

42 KICHAMSETTI LAXMIKUMARI 1.000 0.540 0.54 0.54

43 KICHAMSETTI MALLIAIAH 1.810 0.900 1.63 1.63

44 KICHAMSETTI NARASIMHULU 1.670 2.000 3.34 3.34

45 KICHAMSETTI PADMAVATHI 2.140 0.651 1.39 1.39

46 KICHAMSETTI PEDA ANKAIAH 1.965 1.000 1.97 1.97

47 KICHAMSETTI RAMAIAH 4.510 1.676 7.56 7.56

48 KICHAMSETTI RAMULU 2.200 2.000 4.40 4.40

49 KICHAMSETTI VENKAIAH 1.400 2.000 2.80 2.80

50 KICHAMSETTI VENKATESWARLU 1.800 0.650 1.17 1.17

51 KILARI KRISHNA 1.000 2.000 2.00 2.00

52 KOTHA CHINA DEENAIAH 2.480 0.600 1.49 1.49

53 KOTHA CHINA KOTESWARARAO 2.480 0.600 1.49 1.49

54 KOTHAPALLI PAKEERAIAH 0.060 2.000 0.12 0.12

55 KOTHAPALLI VENKATESWARLU 3.850 1.455 5.60 5.60

56 KOTTE BHADRADRI NAIDU 0.100 0.603 0.06 0.06

57 KOTTE NARASAMMA 0.455 0.901 0.41 0.41

58 KOTTE NARASAYYA 1.610 2.000 3.22 3.22

59 KUNTA ANKARAO 1.750 0.600 1.05 1.05

60 KUNTA RANGARAO 0.950 2.000 1.90 1.90

61 MALLELA RAM SAIDAIAH 1.100 2.000 2.20 2.20

62 MAMIDI BRAHMANAIDU 1.735 0.600 1.04 1.04

63 MAMIDI CHANDRA SEKHAR RAO 1.200 1.179 1.41 1.41

64 MAMIDI LAKSHMI 0.730 2.000 1.46 1.46

65 MAMIDI NAGESWAR RAO 2.570 2.000 5.14 5.14

66 MAMILLA SRINIVASARAO 3.250 2.000 6.50 6.50

67 MANDA CHINA PULLIAH 2.095 0.600 1.26 1.26

68 MANDA YELAMANDA 2.095 0.600 1.26 1.26

69 MEDATHI SUBBARAO 0.280 2.000 0.56 0.56

70 MEDATHI VENKATESWARLU 0.670 2.000 1.34 1.34

71 MOGILI ANKAMMA 1.190 2.000 2.38 2.38

72 MOGILI VENKATA NAGESWAR RAO 1.830 2.000 3.66 3.66

73 NELLURI PAKEERAMMA 0.370 0.567 0.21 0.21

74 NUKANA HANUMANTHA RAO 1.660 0.650 1.08 1.08

75 NUKANA NAGESWRARAO 1.660 0.650 1.08 1.08

76 PALLI SATYANARAYANA 1.180 0.797 0.94 0.94

77 PASAM GURAVAIAH 4.020 2.000 8.04 8.04


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value(in Rs lakhs)


78 PASAM SRINIVASA RAO 7.965 1.927 15.35 15.35

79 PASAM VEERAIAH 2.000 2.000 4.00 4.00

80 PASUPULETI BRAHAMAIAH 1.340 2.000 2.68 2.68

81 PASUPULETI LAKSMAMMA 0.240 0.540 0.13 0.13

82 PASUPULETI RAMA KRISHNA 1.870 2.000 3.74 3.74

83 PASUPULETI RAMA SAIDULU 0.750 0.653 0.49 0.49

84 PINNABOINA PEDA ADEYYA 1.130 2.000 2.26 2.26

85 PINNABOINA SESHAIAH 1.500 2.000 3.00 3.00

86 POLISETTI ANJANEYULU 2.840 2.000 5.68 5.68

87 POLISETTI DHANALAKSHMI 4.170 2.000 8.34 8.34

88 POLISETTI SRINIVASA RAO 1.200 2.000 2.40 2.40

89 POLISETTI VENKATESWARLU 1.160 2.000 2.32 2.32

90 POTTA SIRI VENKAIAH 1.010 2.000 2.02 2.02

91 PRAGADA PEDA ANKAMMA 1.670 2.000 3.34 3.34

92 PRAGADALA VENKATESWARLU 1.340 2.000 2.68 2.68

93 RACHAKONDA SAIDAYYA 0.485 2.000 0.97 0.97

94 RAJAVARAPU BHIKSHALU 2.425 2.000 4.85 4.85

95 REGALLA PEDA GOPAYYA 1.000 2.000 2.00 2.00

96 REGALLA SAIDULU 0.020 2.000 0.04 0.04

97 REGALLA SUBBAYYA 2.480 2.000 4.96 4.96

98 REGALLA VENKATA GOPINATH 1.320 2.000 2.64 2.64

99 SANAM NARASIMHA 1.800 2.000 3.60 3.60

100 SANAM VENKATESWARLU 3.610 1.197 4.32 4.32

101 SANAM VENKATRAMAIAH 2.030 1.367 2.77 2.77

102 SANAM VENKATRAVAMMA 2.480 0.651 1.61 1.61

103 SANKURATRI PERAMMA 0.405 2.000 0.81 0.81

104 SHAIK LALBEE 2.250 0.651 1.46 1.46

105 SIRAMSETTI KOTESWARRAO 7.330 2.000 14.66 14.66

106 SIRAMSETTI SUBBARAO 0.860 2.000 1.72 1.72

107 SIRAMSETTI SRINIVASA RAO 1.260 2.000 2.52 2.52

108 SIRAMSETTI VENKATESWARLU 2.030 1.103 2.24 2.24

109 SIVANGULU RAMA SUBBULU 2.280 0.651 1.48 1.48

110 SOMU ANKA RAO 1.730 0.601 1.04 1.04

111 TAMATAM ANANTHA RAMAIAH 1.540 2.000 3.08 3.08

112 TAMATAM CHALAMAIAH 1.930 0.953 1.84 1.84

113 TAMATAM RAMA RAO 1.620 0.651 1.05 1.05

114 TAMTAM AMARA LAKSHMAYYA 3.130 2.000 6.26 6.26

115 TAMTAM APPAMMA 2.000 2.000 4.00 4.00

116 TAMTAM LACHAYYA 2.940 2.000 5.88 5.88

117 TAMTAM NAGA LAKSHMAIAH 2.060 2.000 4.12 4.12

118 TAMTAM NAGESWARARAO 5.280 2.000 10.56 10.56


( in Acres)

GovernmentGuideline


GovernmentGuideline

Value(in Rs lakhs)


119 TAMTAM RADHAKRISHNA MURTHY 0.875 2.000 1.75 1.75

120 TAMTAM RAMA SAIDULU 0.933 0.602 0.56 0.56

121 TAMTAM RAMA SUBBAIAH 1.000 2.000 2.00 2.00

122 TAMTAM RAMAKRISHNA 0.540 2.000 1.08 1.08

123 TAMTAM RAMANJANEYULU 4.240 2.000 8.48 8.48

124 TAMTAM RAMASAIDAYYA 2.000 2.000 4.00 4.00

125 TAMTAM ROSAIAH 1.560 0.600 0.94 0.94

126 TAMTAM SAMABHASIVA RAO 4.600 2.000 9.20 9.20

127 TAMTAM SRINIVASARAO 5.020 1.564 7.85 7.85

128 TAMTAM VEERAYYA 0.940 2.000 1.88 1.88

129 TAMTAM VENKATA NARASIMHAM 1.780 2.000 3.56 3.56

130 TAMTAM VENKATESWARLU 3.180 2.003 6.37 6.37

131 VATTEPU BALLAIAH 1.000 0.540 0.54 0.54

132 VATTEPU VENKAIAH 2.240 0.540 1.21 1.21

133 VATTEPU YESAIAH 1.000 0.540 0.54 0.54

134 VECHA PEDA SRIRAMULU 2.370 2.000 4.74 4.74

135 YALAMALA NARASIMHA RAO 2.470 2.000 4.94 4.94

Total Patta Land 260.99 421.95 421.95

Total Govt Land 22.78 0.00

Total Land in Kesanupalli Village 283.77 421.95

Photographs showing the outcrops of limestone

Annexure – 1 c

CCCL

Text Box

Appendix 1b

Nag

Text Box

Appendix 2a

Nag

Text Box

Copy of CGWB Application

CCCL

Text Box

Appendix 2b

Annexure 1

Ground Water Level & Intersection of Ground Water TableRegional

The ground water levels have been observed in the study area during the study period of

November 2013. Ground water level has been observed in 11 wells spreading the 5 km radius

from the site boundary. During the ground water measurement, the locations of the wells

were captured using GARMIN Global Positioning System (GPS). Using the GPS data, the

location were marked on map.The minimum and maximum ground water level in the study

area during the study period is 4 and 17m respectively. The ground water level during the

study period in the project site is 8m. Based on the ground water level data, ground water

level zones and ground water table (Ground water table = Mean Sea Level – water level below

ground level) have been developed and presented below. From the ground water level zone

map it is clear that deepest water level zone of > 17 m is observed in the eastern side of the

study area and it is also noticed that relatively shallow water level zones occupied southern

side of the study area. The project site falls in 4-8 m ground water level zones during the study

period. The ground water table contour map depicts that steep hydraulic gradient is in the

southern part of the study area. Gentle hydraulic gradient is observed in the project site area. It

is observed that the movement of ground water is from the southern side. There is a ground

water trough (convergent flow of ground water) observed in the western side of the study are.

The above may is due the heavy pumping in the western part of the study area. Near the

project site the ground water movement is towards south.

Ground Water Intersection &

Estimation of Ground Water Inflow and Radius of Influence

In general the digging of any mine below the water table will create lowering of water table in

the surrounding area due to the development of cone of depression. The radius of influence

depends on the depth of the water table and the quantum of dewatering of the mines.

In order to calculate the radius of influence, capture zone delineation method, which is the

best suitable method for the heterogeneous aquifer as defined in the formula given by Hudak

has been adopted.

In Hudak method the pumping rate from the mine pit, the saturated thickness of the aquifer,

the duration of pumping, the effective porosity of the lithological unit and the radius of

equivalent to the radius of the mine pit are considered in deciding the distance and the

influence zone of mine pit dewatering.

The volume of aquifer Vc that contributes water to the mine over a period of time ‘t’ is

Vc = Q(t)/ne …………………………………………………………..1

Where Q is the discharge rate from the mine, and ne is the effective porosity of the aquifer.

The area Ac around the excavated mine that contributes water to the mine is given by

Av = Vc/b ……………………………………………………………..2

Where b is the saturated thickness of the aquifer.

Combining the equations 1 and 2

Ac = Q (t) / [ne / b]

Thus the rate of capture zone around the mine can be estimated as:

R = [Ac/] +rc

Substituting the parameters in the formula given by Hudak the following radius of influence

has been arrived.

CCCL Proposed to go to a depth of 46 m for lime stone mining with 5 benches. In first year

CCCL proposed to excavate to a depth of 10.0 (1m top soil + 9m 1st Bench) and the remaining

depth excavation planned from 2 to 5 years.

The inflow and radius of influence calculations for each bench is given below:

Bench 1

Mine Dimensions in Sq.m

Area in Sq.m 97270

rc - the radius or equivalent radius of the mine pit in meters 176

VC = (Q x t) / ne

Q - Rate of pumping from the mine in m3/day 90

t - time of continuous pumping in days 330

ne - the effective fractured or secondary porosity 0.65

Ac - Area of zone influence in the aquifer in sq meters

AC= Vc / b

b - saturated thickness of aquifer around the mine 2 (Depth of mine 1+9 m.Ground water level at 8m)

R - Radius of influence in m

R =(ÖAc/¶)+rc

R - Radius of influence in m 297

Bench – 2

Mine Dimensions in Sq.m at 10.7 m

Area in Sq.m 147000


VC = (Q x t) / ne





AC= Vc / b

b - saturated thickness of aquifer around the mine 11


R =(ÖAc/¶)+rc


Bench – 3


Area in Sq.m 244125


VC = (Q x t) / ne





AC= Vc / b



R =(ÖAc/¶)+rc


Bench – 4


Area in Sq.m 340625


VC = (Q x t) / ne





AC= Vc / b



R =(ÖAc/¶)+rc


The radius of influence of the above mine pit of Chettinad Cement is as follows:

S.No Bench Number and Total DepthRadius of

Influence In mInflow in to

mines in cum

1 Bench-1- 10 m (1 m BCS + 9m Bench(seepage at 8th m)

297 90

2 Bench-2 – 9m (2+9.0 = 11 m) 333 140

3 Bench-3 – 9m (11+9 = 20 m) 475 340

4 Bench-4 9m (9.0+20 = 29 m) 584 620

5 Bench-5 9m (9.0+29 = 38m) 646 980

Bench – 5


Area in Sq.m 265200


VC = (Q x t) / ne





AC= Vc / b



R =(ÖAc/¶)+rc


The ground water level in the proposed mine area is 8.0 m. Hence the dewatering is required

below 8.0 m ie. from bench 1 at a depth of 8 m onwards. The average thickness of Black

Cotton Soil is 1m. With 5 benches of Limestone Mining having a bench height of 9m, the total

depth of Limestone Mining will be 1m + 45 m i.e., 46m and the water is to be dewatered is for

a depth of 46m – 8m i.e., 38m. ( as the depth of ground water is 8m).

The cone of depression created due to the mining activity is within the limits of the area owned

by Chettinad Cements ltd and there will not be any adverse impact on the adjacent lands.

Radius of Influence 646 m

CCCL

Text Box

Annexure 2

Annexure 3

Transmissivity & Storativity

The generalized aquifer parameters of geological formations of

Guntur district have been estimated by the state government department is given below:

Formation Transmissivity (T) m2/dayAlluvium 100-400

Sedimentary 20-150

Hard rock 5 to 60

Resistivity

The total water requirement of the Project is 2659 KLD and the ground water requirement is

2000 KLD. The balance 659 KLD can be met out from the recycled water. To meet out the

above requirement it is proposed to explore the possibility of availability ground water sources

within the project site. In order to know Hydro geological conditions and to study the fracture

pattern, Geophysical survey (VES) was carried out inside the premises in selected locations.

The purpose of electrical surveys is to determine the subsurface resistivity distribution by

making measurements on the ground surface. From these measurements, the true resistivity of

the subsurface can be estimated. The ground resistivity is related to various geological

parameters such as the mineral and fluid content, porosity and degree of water saturation in

the rock.

Electrical resistivity surveys have been used for many decades in hydro geological, mining and

geo technical investigations. More recently, it has been used for environmental surveys.

Injecting current into the ground through two current electrodes and measuring the resulting

voltage difference at two potential electrodes normally record the resistivity measurements.

From the current (I) and voltage (V) values, an apparent resistivity (pa) value is calculated. pa

= k V / I where k is the geometric factor which depends on the arrangement of the four

electrodes.

Resistivity meters normally give a resistance value, R = V/I, so in practice the apparent

resistivity value is calculated by pa = k R. The calculated resistivity value is not the true

resistivity of the subsurface, but an “apparent” value, which is the resistivity of a homogeneous

ground, which will give the same resistance value for the same electrode arrangement.

Based on the Geology and Hydrology, Resistivity Survey using schlumberger method of

configuration was carried out in order to identify the Hydro geological conditions and the

fracture pattern. The data obtained from the resistivity survey were analyzed.

In the site 10 locations have been identified for conducting resistivity survey based on the site

condition and hydrogeological conditions. The resistivity survey has been conducted to a

depth of 160 m bgl to know the subsurface lithology and the existence of fracture pattern

which serves as ground water source.

GROUND WATER EXPLORATION REPORT

SL.NO. DESCRIPTION DETAILS

01 AREA OF INVESTIGATION. Hard Rock

02 TOPOGRAPHY OF THE AREA Plain topography.

03 GEOLOGY The site under lain by Limestone TheBlack Cotton Soil extends from 0 to 3 mbelow which the Limestone encounters

04 GENERALHYDROGEOLOGICALCONDITIONS.

Ground water occurs in water tablecondition. The ground water occurrenceand movement is controlled by fracture andfissures. The ground water rechargedepends mainly on precipitation andirrigated fields by canals.

05 HYDRO GEOELECTRICALINVESTIGATION.

RESISTIVITY METER USED IGIS –DDR3

ELECTRODE CONFIGURATION

ADOPTED.

Schlumberger.

VES CONDUCTED. VES conducted @ 10 locations- AB/ 2 –160m m

SOFT WARES USED FORINTERPRETATION &ANALYSIS OF VES DATA.

W-Geosoft – Winsev-6.1 software

The resistivity survey data has been interpreted using W-Geosoft – Winsev-6.1 software.

After care full interpretation of the resistivity results, it is ascertained that the fracture system

exists within the plant and mines area. The plant and mines area are more favorable for

development of bore well in the fracture system and the open wells near the nallah. Bore

wells to a depth of 120 m and open well to a depth 25 is required to tap the water table and

fractured aquifers.

The depth, estimated yield from the proposed abstraction structures are as follows.

Sl.No LocationNo

Latitude Longitude Depth

in m

ExpectedYield

in LPM

1 OW1 79° 44' 23.646" 16° 32' 44.963" 25 500

2 OW2 79° 44' 14.044" 16° 32' 24.975" 25 500

3 OW3 79° 44' 23.058" 16° 32' 13.805" 25 500

4 OW4 79° 44' 29.917" 16° 31' 51.857" 25 500

5 BW1 79° 44' 48.337" 16° 32' 43.787" 120 225

6 BW2 79° 45' 3.034" 16° 32' 40.847" 120 225

7 BW3 79° 45' 38.699" 16° 32' 40.064" 120 225

8 BW4 79° 45' 12.44" 16° 32' 23.015" 120 225

9 BW5 79° 45' 52.417" 16° 32' 35.752" 120 225

10 BW6 79° 45' 41.051" 16° 32' 23.015" 120 225

The distance between the bore wells will be around 150 m. The ground water can be extracted

from 4 open wells and 6 bore wells without disturbing the aquifer system as the distance

between the bore well will be sufficiently spaced.

.1 1 10 100 1000 10000 AB/2 [m] 1

10

100

1000

10000

[ohm·m]

Electrical sounding Schlumberger - Dachapalli CCCL Mines and Plant area - VES1.WS3

Model Resistivity Thickness Depth

[ohm·m] [m] [m] 1500 1

90 30 1 240 29 31 380 30 60 322 35 90 600 125

.1 1 10 100 1000 10000 AB/2 [m] 1

10

100

1000

10000

[ohm·m]

Electrical sounding Schlumberger - Dachapalli CCCL Mines and Plant area - VES2.WS3

Model Resistivity Thickness Depth

[ohm·m] [m] [m] 1300 1

95 30 1 250 32 31 300 38 63 240 35 101 600 136

Pumping Test

Pumping test is the most accurate reliable and commonly used method to evaluate the

hydraulic parameters of an aquifer, efficiency of a well / bore well, safer operational rates of

pumping and selection of suitable pump.. The main objective of pumping test is to determine

the aquifer parameters such as Transmissivity (T), Storage co-efficient (S) Hydraulic

Conductivity (K), well performance and safe yield for execution of water supply.

The pumping test conducted in the same hydrogeological environment has been collected

from the government department. The results are as follows:

Bore Well in m 100

Static Water level in m 10

Pump capacity 5 HP

Discharge in lpm 120 lpm

Time in min. 320 minutes Stability

not attained

Drawdown in m 6 m

Specific Capacity lpm per m draw down 20

Transmissivity of the fractured aquifer m2/day 60

Rate of recovery In 300 minutes static

water level was

attained

Discharge Capacity

The Quantity of water requirement is 2659 KLD. Out of this total water requirement, 659 KLD

for Greenbelt, Dust Suppression and process can be met out from the recycled water and 2000

KLD will be the fresh water requirement.

S.No LocationNo

Latitude Longitude ExpectedYield

in LPM

Hours ofPumping

Total YieldFrom theBore well

m3/day

1 OW1 79° 44' 23.646" 16° 32' 44.963" 500 10 300

2 OW2 79° 44' 14.044" 16° 32' 24.975" 500 10 300

3 OW3 79° 44' 23.058" 16° 32' 13.805" 500 10 300

4 OW4 79° 44' 29.917" 16° 31' 51.857" 500 10 300

5 BW1 79° 44' 48.337" 16° 32' 43.787" 225 10 135

6 BW2 79° 45' 3.034" 16° 32' 40.847" 225 10 135

7 BW3 79° 45' 38.699" 16° 32' 40.064" 225 10 135

8 BW4 79° 45' 12.44" 16° 32' 23.015" 225 10 135

9 BW5 79° 45' 52.417" 16° 32' 35.752" 225 10 135

10 BW6 79° 45' 41.051" 16° 32' 23.015" 225 10 135

Total 2010

Total Ground water requirement for the Project - 2000 KLD

Total expected yield from the bore wells - 2010 KLD

It is clear the total requirement of the plant and mines can be met out from the

ground water sources. Proper rainwater harvesting will be taken up in the plant

and mines area to make the ground water sources sustainable.

Annexure 4

Comprehensive Strategy to harvest and Utilise Rain Water & Storm Water

There is lot of surface and subsurface recharging measures available depending upon the site

conditions. The specific recharge measures are to be selected depending on the soil

characteristics, lithology and nature of the aquifer material, pre and post monsoon ground

water level and so on. The ground water level in the project in the project site is 8 m , which

clearly indicates that the ground water level in the study area is moderately deep. As the

ground water level is moderately deep, proposal for roof top collection, Storage cum

percolation pond have been contemplated. In addition the above recharge trench with bore

well has also been suggested inside the pond.

Predicted Total Post Project Runoff per annum : 1693229 m3

Roof Water Harvesting

o Proposed Capacity of the Sumps 10 Nos (15mX15mX3m) * : 6750 m3

o Estimated collection of rainwater through Roof Top collection per annum(1) : 74100 m3

‘ * ’ Based on contour and availability of space

Storm Water Harvesting

o Proposed Capacity of storm water harvesting ponds # : 31500 m3

[6 Nos (70 m x 30 m x2.5 m)]o Estimated collection of storm water per annum : 338338 m3

o Estimated Evaporation Losses per annum : 92515 m3

o Estimated ground water charging per annum (2) : 172076 m3

o Net availability of water per annum for use (3) : 73747 m3

‘ # ’ Based on contour and availability of space

Total requirement of water for Plant & Mine including domesticrequirement per annum : 670850 m3

Total estimated harvested water per annum (1+2+3) : 319922 m3

Percentage water harvested over utilized water : 48%

However, this rainwater harvesting (48%) will further be increased by using the mined

out pits for coollection of rainwater. In stages , the mined out pits will be converted into

rain water harvesting ponds.

Annexure 5

Waste Water Generation - Treatment - Reuse/Recycle

I. WASTE WATER

S.No Particulars

WasteWater

Generation(KLD)

ProposedTreatment

Proposes Usage(Reuse/Recycle)

A .Sewage Generation1. From Cement Plant 100 Will be treated in

Sewage TreatmentPlant ( SchematicDiagram provided)

Will be used forGreenbeltDevelopment

2. From Power Plant 253. From Township 125

4. From Mines 8 Will be treated inseptic tank followedby dispersion trench

Sub Total 250 +8B. Trade Effluent Generation

1. From Cement Planta. Cooling Waterb. Waste Heat

Recovery Boiler

205

Will be treated inEffluent TreatmentPlant ( SchematicDiagram provided)

Will be used forGreenbeltDevelopment, DustSuppression, AshConditioning andService Purposes

2. From Power Planta. Cooling Tower

Blow Downb. Boiler Blow Downc. DM / RO Rejects

40

40265

3. Central Workshop 194. Service Water 20

Sub Total 409Total 659 +8

100 % of effluents generated will be treated and reused within the premises,

thus ensuring ZERO DISCHARGE and a reduction of 659 m3 of water per day

due to usage of treated waste water for various purposes.

II. SCHEMATIC DIAGRAM OF SEWAGE TREATMENT PLANT

Bar ScreenSanitation

Grit Chamber Aeration Tank

Nutrition

Alum

ClarifierClari

FlocculatorSand Filter

Treated Water(Gardening)

Sludge Sludge

Sludge Drying beds (for use as manure)

III. SCHEMATIC DIAGRAM OF EFFLUENT TREATMENT PLANT

Oil Separator

Cooling Tower Blow Down

CCCL

Text Box

Appendix 2c

N

SEASONAL NALL

A

PROPOSED PLANT BOUNDARY

PROPOSED COLONY

ANKALAMMA TEMPLE

Transformer

32

4

5

67

89

10

11

12

13

14

15

1617

18

1920

2122

24

25

26

27

2829

34

3536

3738

3940

41

42

43

44

45

46

47

48

5051

52

53

54

55

56

57

58

59

6061

62

63

64

65

66

67 68

69

70

71

72

73

7475

767778

80

81

82A

89

90

91

929394

95

96

97

98

99

105

106

108

109

110

111

112

113114

115

122

123

124

125126

127

128

129 130

131

132

133

134

135136

137139

140

141

143

144145

146

147148

149

150

151

152 153 154

155 156

Idgah

100

101

102103

GCP-1

GCP-2

GCP-3

20A

39-A104

119

117

118

89-A

89-B

138

142

25-A

-A31

39-B42-A

46-A

58-A

64-A64-B

64-C

1

Takkellapadu Temple

149-A

149-B

120

121

65-A

65-B65-C

65-D 65-E

65-G

74E

84

85

87

88

86

83

58-B

65-F

116

APPLIED MINING LEASE BOUNDARY

CHETTINAD CEMENT CORPORATION LTD.DACHEPALLI PROJECT

VIL

LAG

E B

OUND

ARYVILLAGE BOUNDARY

VILLAGE BOUNDARY

VIL

LAG

E B

OU

NDAR

Y

VILL

AGE

BOU

NDAR

Y

VILL

AGE

BOUN

DARY

CCCL

Text Box

Annexure 1

CCCL

Text Box

Annexure 2

Annexure 3

Top Map ( 10 km Radius)

Annexure 4Land Use (10km Radius)

Annexure 5Satellite Image( 10km Radius)

CCCL

Text Box

Annexure 6

Annexure 7

Krishna River Distance

Annexure 8

Jungle Streams within the Project Site

A seasonal nallah flowing south to north passes through Pedagarlapadu

block dividing it into two portions

Further, in the southern extremity of Pedagarlapadu block two more

seasonal nallahs, one flowing from southwest and the other flowing from

southeast join the nallah flowing south to north direction

This nallah flowing from south to north further joins with the main nallah

flowing in between Pedagarlapadu block in south and Kesanupalli block in

the north, thus dividing the ML area into two blocks. This main nallah also

forms the village boundaries of Pedagarlapadu and Kesanupalli and

ultimately flows towards northwest joining with Naguleru vagu streamlet

located about 0.5 km northwest of ML

Annexure 9

Villages ( 10 km Radius)

S.No Village Name

1. Gogulapadu2. Pallegunta3. Cherlagudi Padu4. Gamalapadu5. Madinapadu6. Mutyalampadu7. Dachepalle8. Nadikudi9. Alugumallipadu10. Kesanapalle11. Pedagarlapadu12. Peda Kodamagundla13. China Kodamagundla14. Chinagarlapadu15. Chintapalle16. Thummalacheruvu17. Kamepalle18. Peda Agraharam

19. Karalapadu

20. China Agraharam

21. Chennayapalem

22. Pinnelli

Annexure 10Ground Water Flow

`` 300

WATER BALANCE

Process

270 20

570

55 5

Cooling

Cement Plant

WHRB Blow Down

20 20 19

270 40 Blow Down 409

Central Workshop

(Cement + Mines)

Waste Water

Cooling Effluent Treatment Plant270 40 Blow Down 409

910

55 265

640 320 20

Intake

DM/RO Plant Boiler Make Up

Cooling Effluent Treatment Plant

Captive Power Plant

Blow Down 40

265

30

100 100

Intake

(2000)DM/RO Reject

Service Purpose

Mine Dust Suppression, GB

130

120 100

Dust Suppression /

Ash Conditioning

Cement Plant

Mine Dust Suppression, GB

310 30 25

150 125

Cement Plant

Domestic Captive Power PlantSewage Treatment Plant

(STP)

Colony150 125

250 249

10 8

Mine

Septic Tank with Dispersion

Trench

Colony

90 499Green Belt

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Annexure 11

Annexure 12

Ground Water Quality

Sl.No Location Latitude Longitude Total

Dissolved

Solids

mg/L

1 Peda Kadamagundla 79° 42' 41.79" 16° 29' 41.152" 1411

2 Palliguntla 79° 41' 28.974" 16° 33' 36.073" 1050

3 Gogulapadu 79° 42' 21.757" 16° 31' 50.407" 980

4 Nadikudi 79° 43' 13.938" 16° 35' 25.852" 1110

5 Gamalapadu 79° 44' 1.573" 16° 36' 5.976" 1140

6 Chinna Garlapadu 79° 45' 59.969" 16° 29' 32.64" 960

7 Pachavaram 79° 43' 14.531" 16° 32' 13.137" 1240

8 Pedda Ganlapadu 79° 44' 56.917" 16° 31' 35.78" 1532

9 Alugumallpadu 79° 43' 59.399" 16° 34' 14.3" 1360

10 Tummalacheruvu 79° 47' 53.028" 16° 31' 39.338" 1240

11 Virapuram 79° 47' 30.298" 16° 33' 35.56" 1685

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Annexure 13

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Annexure 11

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Annexure 14 a

F. No. J-1101114211201f {A ll (t)Government of lndia

Mlnistry of Environment and Forests(1.A. Division)

Paryavaran BhawanCGO Conrplex, Lodhi Road

New Delhi- 110 003E-mail: gkk3'[email protected]

Tefefax: 011:2436 4592Dated: 12th November, 2013

tlo, /! Mls Chettinad Cement Corporaiion Limited-

603, 6th Floor, Rani Seethai Hall Building,Anna Salai,Chennai - 600 006

Email: [email protected] / [email protected]; Fax: tC44- 4298 8661

Subject: Proposed 3.5 MTPA Cement Plant & 100 MW Captive Power plant (2x50 MW ofFBC power plant and 8MW of WHRB) at Peddagariapadu \/illage, DachepalliMandal, Guntur District, Andhra Pradesh by M/s Chettinad Gelnent Corporationlimited- regarding extension of validity of TORs

Ref.: (i) Ministry's ToR letter of even no. dated 13.1A.2011(ii) Your letter No. Ghettinad CemenUDachepalli Plant - NerdToR Extnl2013dated 26.4.2013

Sir,

Kindly refer your letter cited above, wherein you have requested for extension of thevalidity of the Terms of Reference (ToR) letter of even no. dated 13.10.2011 by a period ofone year.

2. The above proposal was placed before the Reconstituted Expert AppraisalCommittee (lndustry) in its 10th meeting held during 29-31't July, 2013. lt was noted thatfollowing are the reasons for seeking extension of validity of ToR:

. Awaiting issuance of Mines ToR to carry out EIA Study for both Plant & Minessimultaneously so that common EIA can be prepared to go for a common PublicConsultation (as the proposal is a Green Field Project of lntegrated Cement Plantincluding Captive Power Plant, Waste Heat Recovery Boiler & Captive LimestoneMine)

After detailed deliberations, the committee recommended for the extension of validity of TORfor a period of one year with effect from 12.1O.2013.

3. The Ministry accepts the recommendation of the REAC (lndustry) and extends thevalidity of the aforesaid ToR letter for a period of one year with effect from 12.10.2013.

4. The company shall comply with all the conditions stipulated in the ToR letter of evenno. dated 1 3.10.201 1 .

This issues with the approval of the Competent Authority.

etL

N*,i'r\''\\ \ ,

(Dr.K.K.Garg)Director(S)cfiJill ll A 0 mlffi t[ n

p il' t T 0'

Cherr:ral -600 006'

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Annexure 14b

1. Theand FBlock

-z-

Principal Chief Conseruator of Forests (Central), Ministry of EnvironmentRegional Office - Southern Zone, Kendriya Sadan, 4th Floor, E&F Wing, ll

, Ban$lore-560034

, Andhr:a Fradesh Pdlution Control Board,Estate, Sanath lllagar, Hyderabad-sO0O1 8.

Paryavaran Bhawan, A-3,

,/(Dr.K.K.Garg)

Director(S)

Location of the industry

Type of the project

1 M/s Panchali Beverage

25.06.2014 3486 dt. 03.07.2014

PO & Village Kalugaon,

Block Amguri, Dist Sivasagar,

Assam

Packaged Drinking Water

Under process

2 Tirupati Beverage 13.06.2014 3570 dt. 08.07.2014

Village Nutunnagar, Co-operative, Block Mohanpur, Distric West Tripura,

Packaged drinking water

Under process

3 M/s Joymati Babhareje Enterprises

10.07.2014 3718 dt. 15.07.2014

Village Jobe, Block Rani, District Kamrup (M), Assam

packaged drinking water

Under process

4 M/s Techno Steel and Craft Industries

10.07.2014 3717 dt. 15.07.2014

Villages Painikhaiti, Khankar, Block Chandrapur, District Kamrup (M), Assam

packaged drinking water

Under process

1 M/s Triveni Engineering & Industries Ltd.

18.06.2014 3431 dt. 01.07.2014

Village Bhikki Bilaspur, Block Kookda, Tehsil Sadar, District Muzaffarnagar, UP

Distillery Under process

2 M/s Shri Durga Beverages Pvt. Ltd.

20.06.2014 3489 dt. 03.07.2014

Town Jhansi Nagar Badagaon, Baragaon Tehsil Jhansi, Distt. Jhansi, U.P.

Packaged Drinking Water Unit

Under process

Northern Region, Lucknow

North Eastern Region, Guwahati

Statement Indicating Position of Pending cases received for Permission/NOC by CGWA during the month of July,2014

Sl.No. Name of the Individual/Industr

y

Individual/ Industry

Letter No. and date

CGWA Dy. No. & Date

Brief Subject Remarks

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Appendix 2d Status of Pending Cases with CGWA

10 M/s Peerless Hotels Ltd.

23.07.2014 3976 dt. 31.07.2014

Plot no. 305/414 & 308/409, Mouza

Sipasarubali, Block Puri

Sadar, District Puri, Odisha

Safe Under process

11 M/s Balasore Alloys Ltd.,

23.07.2014 3974 dt. 31.07.2014

Village Kaliapani, Block & Tehsil Sukinda, District Jajpur, Orissa

Chromite Mines

Under process

1 M/s Chettinad Cement

11.07.2014 3750 dt. 17.07.2014

Village Pedagarlapad

u & Kasanupalli

Block Dachepalli

Taluka Dachepalli

Distt. Guntur Andhra Pradesh

Integrated Cement

Plant and Captive

Power Plant

Under process

2 M/s Cairn India Ltd.

09.07.2014 3746 dt. 17.07.2014

Village Surasaniyanna

m, Taluka Uppalaguptam

, Dist East Godhavari, AP

Onshore oil and gas terminal

Under process

Southern Region, Hyderabad

WELFARE MEASURES PLAN - INFRASTRUCTURE

Welfare MeasureVillage Name

First Year Second Year Third Year Fourth Year Fifth Year

Total (Rs)Quantum Amount (Rs)

Quantum Amount (Rs)

Quantum Amount (Rs)

Quantum Amount (Rs)

Quantum Amount (Rs)

Toilet

Peddagarlapadu 10 2.00 10 2.00 10 2.00 10 2.00 10 2.00 10.00

Kesanupalli 5 1.00 5 1.00 5 1.00 5 1.00 5 1.00 5.00Takkellapadu 3 0.60 3 0.60 3 0.60 3 0.60 3 0.60 3.00Kachavaram 2 0.40 2 0.40 2 0.4 2 0.40 2 0.40 2.00Shankarapuram 2 0.40 2 0.40 2 0.40 2 0.40 2 0.40 2.00Budawada 2 0.40 2 0.40 2 0.40 2 0.40 2 0.40 2.00

Repairing of Roads

Peddagarlapadu 5.00 5.00 5.00 5.00 5.00 25.00Kesanupalli 2.50 2.50 2.50 2.50 2.50 12.50Takkellapadu 1.50 1.50 1.50 1.50 1.50 7.50Kachavaram 1.00 1.00 1.00 1.00 1.00 5.00Shankarapuram 1.00 1.00 1.00 1.00 1.00 5.00Budawada 1.00 1.00 1.00 1.00 1.00 5.00

Supply of Drinking water (Bore Well,Pump,

Pipeline, Overhead Tank)

Peddagarlapadu 15.00 15.00 15.00 45.00Kesanupalli 10.00 10.00 20.00Takkellapadu 5.00 5.00 5.00 15.00Kachavaram 5.00 5.00 10.00Shankarapuram 5.00 5.00 10.00Budawada 5.00 5.00 5.00 15.00

Any specific and UrgentRequirement as

requested by Panchayat Head


Total (Rs) 70.00 70.00 70.00 70.00 70.00

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Appendix 3a

WELFARE MEASURES PLAN-EDUCATION

Welfare MeasureVillage Name First Year Second Year Third Year Fourth Year Fifth Year

Total (Rs)Amount (Rs) Amount (Rs) Amount (Rs) Amount (Rs) Amount (Rs)

Scholarship


Distribution of Books, Notes, Dress etc.,


Supply of Chairs/Desks/

School Repair Works

Peddagarlapadu 2.00 2.00 2.00 6.00Kesanupalli 1.50 1.50 3.00Takkellapadu 1.00 1.00 1.00 3.00Kachavaram 0.50 0.50 1.00Shankarapuram 0.50 0.50 1.00Budawada 0.50 0.50 1.00

Coaching Classes


Total (Rs) 15 15 15 15 15

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Appendix 3b

WELFARE MEASURES PLAN-EDUCATION

Welfare MeasureVillage Name First Year Second Year Third Year Fourth Year Fifth Year

Total (Rs)Amount (Rs) Amount (Rs) Amount (Rs) Amount (Rs) Amount (Rs)

Medical Camps


Medicines


Health Awareness Programme


Total (Rs) 15 15 15 15 15

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Appendix 3c

1

Annexure ‐ 4

Occupational Health Monitoring and Implementation Plan

Methodology Proposed

a) Identification and evaluation of the environmental factors which may affect the

workers' health and safety

b) Assessment of conditions of occupational hygiene and factors in the work places which

may give rise to risks for the health and safety of workers

c) Assessment of personal protective equipment

d) Assessment where appropriate exposure of workers to hazardous conditions by valid

and generally accepted monitoring methods

e) Assessment of control systems designed to eliminate or reduce exposure

Thus the above methodlogy of assessment of working environment will include examination of

the factors in the work place which may affect the workers' health and the environmental

conditions based on which guidance and advice on measures to improve the working

environment and the health and safety of workers will be developed.

Occupational Health Monitoring

This will include

a) Monitoring of worker’s exposure to health hazards like exposure to dust, noxious gases,

etc.

b) Monitoring of sanitary installations and other facilities for the workers, such as drinking

water, canteens and living accommodation, provided by the employer

c) Examining possible impact on the worker’s health of the use of technologies like

equipment used in mining & transport

d) Participating in and advising on the selection of the equipment necessary for the

personal protection of the workers against occupational hazards

e) Participating in the analysis of occupational accidents and occupational diseases and in

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Appendix 4

2

accident prevention programmes.

Surveillance Monitoring

a) Health assessment of workers before their assignment to specific tasks which may

involve a danger to their health

b) Health assessment at periodic intervals during employment which involves exposure to

a particular hazard to health

c) Health assessment on resumption of work after a prolonged absence for health reasons

for the purpose of determining its possible occupational causes, recommending

appropriate action to protect the workers and determining the worker's suitability for

the job and needs for reassignment and rehabilitation

d) Health assessment on and after the termination of assignments involving hazards which

might cause or contribute to future health impairment, if applicable

e) Any examinations and investigations which may be necessary to detect exposure levels

and early biological effects and responses,if applicable

Information, Education & Training

a) Training and regular retraining of first‐aid personnel for providing first‐aid and

emergency treatment in cases of accident or indisposition of workers at the workplace

b) Progressive and continuous training of all workers to enhance their knowledge on

occupational health and safety

c) Advising on occupational health and hygiene and ergonomics to all employees including

contract workmen

d) Carrying out immunisations,if applicable , in respect of biological hazards in the working

environment

e) Conducting occupational health related campaigns

f) Conducting awareness programme on through competitions, exhibitions on

occupational health and safety

g) Display of notices, posters, wall ‐paintings on occupational health and safety realted

information

3

Budget for Implementation of Occupational Health Plan

S.No. Activity Budget

(Rs. In Lakhs)

1. Surveillance monitoring on the occupational health & safety Rs. 5.0 lakhs

2. Construction of Occupational Health Center, appointing qualified doctor and

staff nurse,medicines and equipment, Ambulance etc., at mine/plant site

Rs 75 lakhs

3. Curative medical care for workers Rs 5.00 lakhs

4. Training and regular retraining of first‐aid personnel Rs.0.25 lakhs

5. Progressive and continuous training of all workers to enhance their

knowledge on occupational health and safety

Rs. 1.0 lakhs

6. Provision for personal protective equipment Rs. 10.00 lakhs

7. Health assessment of workers at periodic intervals during employment. The

tests conducted will be general health checkup, spirometry, audiometry and

vision test in addition to X‐ray and ECG examination

Rs. 5.0 Lakhs

8. Treatment of occupational diseases : Rs. 5.0 lakhs

Capital Cost ‐ Rs 45.00 lakhs

Recurring Expenditure ‐ Rs 61.25 lakhs

Total cost on implementation of Occupational Health Plan = Rs. 106.25 lakhs

i. the detailed r&r plan for people from whom the land is...

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