government of andhra pradesh ground...
TRANSCRIPT
GOVERNMENT OF ANDHRA PRADESHGROUND WATER ANDWATER AUDIT DEPARTMENT
From: To:Sri A.Varaprasada Rao,
M.Sc., M.Sc.,[Tech],Director [FAC],Ground Water and Water Audit Department,Vysya Bhavan, Namboori vari Veedhi,Hanumanpet, Near Railway Station,Beside Government Hospital Hospital,Vijayawada-520 003.E-Mail:[email protected].
The Managing Director,M/s Anjaney Ferro Allyos Ltd,Pedabantupalli Village,Gurla Mandal,Vizianagaram district.
Letter No:1633/Hg-II/2018 Dated:19.09.2019
Sir,Sub:- Andhra Pradesh Ground Water and Water Audit Department –Single Desk Policy
- M/s Anjaney Ferro Alloys Ltd, Pedabantupalli Village, Gurla Mandal,Vizianagaram district – Communicating the approval - Regarding.
Ref:- Online application ID: CAE1801636.
@@@
With reference to above, I am here with furnishing the “Report on Ground Water
investigations conducted in and around M/s Anjaney Ferro Alloys Ltd, Pedabantupalli Village,
Gurla Mandal, Vizianagaram district”.
The firm is permitted to draw 170 KLD from recommended two existing borewells @ 6
hrs of pumping in a day duly following the Terms and conditions as mentioned in the report.
Yours faithfully,Sd/-A.VARAPRASADA RAO,
DIRECTOR.
Copy submitted to Commissioner PR &RD, and Administrator, APWALTA Vijayawada,for information
Copy to Deputy Director, Ground Water and Water Audit Department, Vizianagaram Districtfor information and communicate the same with approved report to concerned Chairman,Mandal WALTA Authority (Tahsildar)
///true copy///
For DIRECTOR
Single Desk Approval Ref ID : SDDGW024190076
.
- I
GOVERNMENT OF ANDHRA PRADESH GROUND WATER AND WATER AUDIT DEPARTMENT
To The Director,Ground Water & Water Audit Department, VIJAYAWADA
From Sri K.S. Sastry, M.Sc., Deputy Director, Ground Water and Water Audit Department, VIZIANAGARAM.
Sir,
Lr. No.1110/Tech/Hg/lndustries, dated 12.09.2019
Sub:- Andhra Pradesh Ground Water and Water Audit Department, Single Desk Policy-Anjaney Ferro Alloys Limited, Pedabantupalli Village, Gurla Mandal, Vizianagaram District -Communicating the approval - Regarding.
Ref:- Online application ID:CAE1801636.
****
With reference to above, I am herewith submitting the "Report on Ground Water Investigations conducted in and around Anjaney Ferro Alloys Limited, Pedabantupalli village, Gurla Mandal, Vizianagaram District. The detailed groundwater investigation report along with Form-6 is enclosed herewith for kind approval and onward transmission to the firm concerned.
Yours faithfully,
\�rt.�\ DEPUTY DIREC�O°k\G\ \�
Encl:The detailed groundwater investigation report for kind approval
FORM-6
[See Rule 13]
Permission of digging a well for Industrial use
Anjaney Ferro Alloys Limited, Pedabantupalli village, Gurla Mandal,
Vizianagaram District is permitted to utilize 1 existing Bore well at the designated
location near VES-2, North East corner in the existing plant, to draw water of 170
KLD for Drinking/ Industrial use, subject to the following conditions.
1 . The well should not be used for drawing water for any other purpose
other than applied for.
2. The withdrawal of water should be regulated, and no wastage of water
should be done.
3. The utilized water should be recycled as prescribed for recharging the
ground water.
4. Structures should be constructed for harvesting rainwater in the vicinity of
the well. (Mandatory in case the proposed well falls in area declared as
Over Exploited Area)
5. The utilization of water will be subject to the regulation from time to time
based on the extraction water from the well.
6. Care should be taken not to pollute the surrounding areas.
Place: Vizianagaram
Date: 12-09-2019
Designated Officer
Water, Land and Tree Authority
(with Seal)
GOVERNMENT OF ANDHRA PRADESH
GROUND WATER & WATER AUDIT DEPARTMENT
REPORT ON GROUND WATER INVESTIGATIONS
CONDUCTED TO LOCATE A FEASIBLE GROUNDWATER
EXTRACTION STRUCTURE IN THE PLANT PREMISES OF
ANJANEY FERRO ALLOYS LIMITED IN PEDABANTUP ALLI VILLAGE, GURIA MANDAL OF
VIZIANAGARAM DISTRICT
SEPTEMBER- 2019
i IP age
REPORT ON GROUND WATER INVESTIGATIONS CONDUCTED TO LOCATE A FEASIBLE GROUNDWATER EXTRACTION STRUCTURE IN THE PLANT PREMISES
OF ANJANEY FERRO ALLOYS LIMITED IN PEDABANTUPALLI VILLAGE. GURLA MANDAL OF VIZIANAGARAM DISTRICT
*****
1 1 . Introduction:
At the request of Managing Director, Anjaney Ferro Alloys Limited vide
application ID: CAE 1801636, dated 29-08-2019, Groundwater investigations were
conducted on 05-09-2019 for one day to ascertain the Groundwater availability of
the area for construction of feasible Groundwater extraction structures in the
existing plant premises. The total requirement of water for the plant is 170 KUDay.
The groundwater investigations have been carried out by Sri K. China
Babu, Asst. Geophysicist and Kum. G. Triveni, Technical Assistant (Hg) under
the guidance of K.S.Sastry Deputy Director and Sri B.Ramana Murty, Assistant
Director (Gp) and Smt. M.Sobharani, Assistant Director (H).
2.Location:
The present plant of Anjaney Ferro Alloys Ltd is situated towards 2 Km
South of the Garividi-Garbham Road junction and 2 Km West of the
Pedabantupalli village. The total extent of the Surveyed area is 34 acres. The
area lies between North Latitudes 18° 19' 27.82" to 18° 19' 34.1" and East
Longitudes 83° 28' 48.8" to 83° 28' 53.1" and falls in Survey of India Toposheet
No. 65 N/7.
3 .Topography & Drainage:
The proposed area is almost plain with an elevation ranging from 94 to
90 m amsl and gentle slope towards South East.
The surveyed area is influenced by the Minor Irrigation Tanks. The drainage
pattern is Sub-dendritic type.
4. Climate and Rainfall:
The area enjoys semi-arid climate. The area receives precipitation mostly
from South West monsoon and North East monsoon in different degrees. The
normal rainfall is 1038 mm. It is observed that the predominant source of ground
water recharge is rainfall, ephemeral streams and minor irrigation tanks around the
llPage
24000 �njaney Ferro Alloyes (As per yield Plant Limited Bore 60 165
test) purpose
s. Type Depth in Dia in
Name of the beneficiary Yield in 'lph' Remarks
No. of well 'm' 'mm'
Cotton & 3 Sri Srinivasa Raju Bore 60 165 4500 Horticultu
re
4 Sri Y. Ramu Bore 60 165 5000 (reported) Maize
5 Sri P. Satyam Bore 70- 80 165 4500 (reported) Maize
6 Sri T. Atchanna Bore 60 165 4500 (reported) Maize
7 Sri R. Laxminarayana Bore 70-80 165 4500 (reported) Maize
7. Hydrology:
The nearest piezometer established by Ground Water and Water Audit
Department, Government of Andhra Pradesh is located in Garividi Manda!. Pre
monsoon and post-monsoon Depth to Water levels (DTW) data recorded in the Garividi
piezometer during the last 11 years is shown in the Table-3. The depth to water levels
in pre-monsoon, range from 4.76 m to 9.69 m and post-monsoon depth to water levels
range from 0.52 m to 4.2 m with an average pre-monsoon DTWL of 7.64 m and
average post monsoon DTW of 2.14 m. It is observed that both pre and post monsoon
average DTW' s are less than 8.0 m and greater than 3.0m.
Table-3
DTW in M bgl
S.No Year Fluctuation inM May Nov
1 2008 8.13 2.9 5.23 2 2009 9.15 2.55 6.6 3 2010 7.55 0.52 7.03 4 2011 4.76 3.33 1.43 5 2012 9.69 0.69 9.0 6 2013 6.24 1.2 5.04 7 2014 7.59 1.5 6.09 8 2015 7.34 2.05 5.29 9 2016 6.98 1.67 5.31
10 2017 8.11 3.02 5.09 11 2018 8.6 4.2 4.4
Average DTW 7.64 2.14 5.50
3IPage
The interpreted data of sounding curves revealed that top layer resistivity is in
the range of 12 to 105 ohm-m with thickness of 1.2 to 1.5 m, which indicates the
presence of silty soil. The top layer is followed by 2nd layer with its resistivity represents
as weathered zone ranging from 10.5 to 18 ohm-m with thickness varies from 2.2 m to 3
m. The 3rd layer with resistivity ranging from 12 to 85 ohm-m with thickness varies from
6.5 to 6.7 m indicating that it is a semi weathered zone. This layer in turn followed by 4th
layer with higher order resistivity recorded at VES-1 is 189 ohm-m extended to infinitive
thickness. But at VES-2 the resistivity and thickness of the 4th layer recorded as 45.5
ohm-m and 24 m respectively indicates fractured khondalite suite of rocks and is
followed by electrical basement. The total thickness of gee-electrical section at VES-1,
conducted nearby Granite exposures is 9.9 m. and the total thickness of gee-electrical
section at VES-2, conducted adjacent to contact zone recorded as 35.2 m followed by
- gee-electrical basement.
p1 h1
VES-1 105 1.2
VES-2 12 1.5
p2
10.5
18
INTERPRETED VES DAT A
h2 p3 h3 p4 h4 p5 h5 H
2.2 85 6.5 189 00 - - 9.9
3 12 6.7 45.5 24 00 00 35.2
• p1, p2, p3 ... are resistivities in ohm-m of Layer 1, Layer 2, Layer 3 respectively.
• h1, h2, h3 are thickness in meters of Layer 1, Layer 2, Layer 3 respectively
• H is total thickness of gee-electrical section in meters.
9. Quality of Ground Water:
Two water samples are collected from the existing Bore wells at Anjaney Ferro
Alloys Limited and sent it to the laboratory at the O/o Deputy Director, Grou nd Water
and Water Audit Department, Visakhapatnam for chemical a nalysis. The data reveals
that the quality of water is good .
Location pH Sp.cond at 25°c TDS Sodium (in Magnesium (Mo/L) Micro Siemens/SQCm ppm) (in ppm)
Borewell1 7.18 925 592 27.86 43.7
Borewell2 7.01 504 323 9.55 19.4
SI Page
2. The party is advised to record ground water level from the piezometer (converted existingwell) once in a month and collect water sample during May and November months. Thedata should be sent to Deputy Director, Ground Water and Water Audit DepartmentVizianagaram
i' ..
L ___ _
GREEN-BhT
COVERED
STORAGE SHF.U-: 18 R:..W MAT!:RIAL
r ---· -'
· - - 10- _r
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175 2
c:: ('.)· w 0.
18
COVERED SlORAGE Sl1E[l-2
RAW MAf!-RIAL
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l_,:'::'�E:'f--- - -18
STORAGE YARD
,-10 • CRUSHER - H,AJ�l
18
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WORK SHOP I. Ml:CHANICAL
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10 rn V\mE GREF.N - '3ELJ
7 - k _ PLATFORM L_
15� .•
600M WOE INll:RNAL ROAD
l-15 --- - 35
70 m v\llDE GREEN -·BEL'T
----250- - -
GARO!:N
:ifAff ACCOM/\Of,ltON
RAW MATERIAL
HANDLING SYSTEM
12 m!r WIDE ROAD
15�-
10 ADMIN
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,----..,-15 CANTEEN
...1�- - ---1 CHANGE
URINALS "'""'
TOILETS
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REST SHED I -
§
SRI JAYA LAKSHMI FERRO ALLOYS PVT LIMITED
BUil T UP AREA DET Al: S
SNO OESCRIPl ION UNITS <REA
' FURNACE BUILDING EACH FIOOR Sqm 816
FOR FOUR FLOORS 37.64
GREENBELT TAPPING BAY Sqm 6'2
·s'HECllilC,l;L
" ,· I'I llk.V
w C'. (!) w 0
E.
--·
J FINISHED GOODS St1ED Som 5,0
RAW MA TERJAL HANOI ING SYSTEM
a Raw matPnal r1/ly btm Sqm '°' o Screen novse Sqm 30
c Fmes1>1,n1<,er I Som
dGrourM.lhOppefS!leO Sqm ,.. e Qr,er &m,xersr'lf'd Som 06<
r Bnquenes s1ac11,ng shloe Sqm 432
gConve'(lflgillea Som ,35
; RAWMATERtAL SHEDS[ores. es1iedSJ Sqm 151:!
6 COMPRESSOR ROOM Sqm ,20
PUMP HOUSE Sq,11 00
8 UNDER GROUND WATER l"ANK Srim 93
9 LABORATORI Sqm so
,0 \P\C,RKSHOP Sqm 200
" STORES Sqm 200
,, PES l 1 AMPING SHED Sqfll ''°
" 11KVC0NlR0LROOM Sqm 200
" \'\{JGH BRIDGE & \/\'E.IGH HOUSE Sqm 56
,s OFFICE BUILDING Sqm ,ao
" SECURITY ROOM $Qm "' " ROADS( 4 M \P\'IDF) CC Sqm 4332
" TO!LElS Sqm ,, " MOLASSES TANK Sqm 200
20 BRIQUETTING 6 RMHS CONTRL ROOM Sqm 60
" 132111 Kv SUB STATION Sqm noo
22 CRUSHER PLANl Sq111 ,so
23 OXYGEN PL.ANT Sqm ,o,
" ACCOMAOATIQN Sqm 7'0
25 REST ROOM Sqm
26 CANTEEN POINT Sqm 25
" TOTAL BUILT UP ARE.A Sqm 13763
28 PLANTATION AREA /� 8'00
29 VACANT f-REA / / <._ '°; /sq_:tn...'.: (, r .... '\\7567 cclt.\A� "/T>l•N H>ECQ¥i/<XJND / * t'· r?i'\<\oi - ' Jivso
,,,1, ,\ll llm1,•nM,,us ,n,· u, � u,,:t.-,s '
Existing Bore well-1Recommended for withdrawl of 170 KLD
Existing Bore well-2
VES-2
VES-1
ANJANEY FERRO ALLOYS PLANT PLANSHOWING VES LOCATIONS AND EXISTING BORE WELLS N
, f
-
LOCATION MAP OF ANJANEY FERRO ALLOYS
LIMITED, PEDABANTUPALLI VILLAGE, GURLAMANDAL, VIZIANAGARAM DISTRICT
Study area
Existing Bore well
830 30'180 17' 16"
830 27' 16"
180 20'830 30'
CHECKED BY - DATE
Drawn by- Date
APPROVED - DATE
REVISION Sheet No.:
SCALE
130
1 : 1
M/s SRI JAYALAKSHMI FERRO ALLOYS PVT LTD.
VIZIANAGARAM
CLIENT :
TITLE:
Rs / SJFPL / A1 / 001 GEN
Drg.No.:
S MAITY - 28/08/2018
Rs ASSOCIATES,
VISAKHAPATNAM.
5 X 9 MVA & 2 X 12 MVA FURNACES
CAPACITY:
ENGINEERING LAYOUT PLAN WITH PROPER LEGENDS AND SCALING
FILE NO.
T.RAMESH- 31/08/2018
200.0
15.0
20.0
41.0
55.0
138.0
6.7
5.0
10.0
5.0
20.0
18.3
97.4
6.04.0
3.0
18.0
4.0
4.0
4.0
3.0
15.2
12.0
5.0
17.0
7.0
25.0
10.0
52.9
12.0
280.0
4.0
13.0
8.7
90°
8.7
90°
10.0 6.5 6.5 10.0 6.5 6.5 10.0
90°
10 11 12 13 14 15 16 17 18 19
5.0
5.0
5.0
10.0
8.7
90°
6.5 6.5
20 21 22 23
5.0
55.0
8.0
6.0
8.0
8.0
5.05.0
Furnace-6
6.0
4.5
10.0
57.0
73.7
4.0
9.0
8.7
90°
10.06.5
5.0
8.7
90°
9.0
5.0
6.5
5.0
6.58.09.09.09.08.08.0
Furnace-5Furnace-4Furnace-3Furnace-2Furnace-1
7.6
BC-B
4.0
5.0
BC-B
G.H-
2
24.0
12.0
15.0
10.0
25.0
10.0
25.0
10.0
25.0
60.3
60.3
8.0
8.0
3.0
3.0
25.0
10.0
8.0
9.6
5.3
10.0
25.0
10.0
25.0
6.0
10.0
1.5
15.0
3.0
4.0
987654321E
D
C
B
A
6.0
11.5
17.0
14.0
5.5
96
4
20
52
54
19
59
72
48
6
5
62
22.4
40
56
34
41
51
42
144
277
200
84
104
56
20
183
37
55
1
1 1 1
2 2
3 3 3
2
4 4 4 4 4 4
4.04.05.0
5
5
55
6
6
6
6
7
7 7 7 7 7
8
9
10
12
15.0
8.0
13
15
16
18
7.7
15.4
26
29
29
29
30
34
34
22
21
23 19
24 24
9.0
14.0
27
10.0
G.H-
1
24.0
25.98
15.0
4.6
31
32
14
12.0
14.0
25.0
3535
35
35
35 35
34
34
34
34
34
34
34
34
25
LEGEND
5.0
10.0
30.0
28
14.5
11.0
36.0
12.0
30.0
11.0
45.0
77.0
16
17
15
16
16
17
6.5
33
36 36 36 36 36 37
6.0
1.5
6.04.0
20
22
6.0
3.0
14.4
3.0
9.08.09.0
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