Upload
others
View
1
Download
0
Embed Size (px)
Citation preview
Compliance of 32th EAC Infra – II meeting dated 2 to 4th July 2018
Item no. 32.4.18 case for Reconsideration for Environmental Clearance (IA/HP/MIS/30340/2015, 10-25/2015-IA-III)
Proposed CETP's - 5MLD at Pandoga, Himachal Pradesh by M/s Himachal Pradesh State Industrial Development Corporation Limited
The Committee sought following additional information as given below,
(i) Revised influent standards including BOD and COD- Annexure I
(ii) Combined effluent characteristics of the proposed member units- Annexure II
(iii) Submit affidavit regarding restriction of member industry as per list given -
Annexure III
(iv) Details of process design of CETP to be submitted- Annexure IV
(v) Effort should be made to recycle/ reuse the entire treated effluent. Detailed action
plan to be submitted- Annexure V
(vi) Plan for Corporate Environment Responsibility (CER) as specified under Ministry’s
Office Memorandum vide F.No. 22-65/2017-IA.III dated 1st May 2018 shall be
submitted -Annexure VI
(vii) Submit Form-2 (Application for prior Environmental Clearance) as per MoEFCC’s
OM No. 22-8/2018-IA-III dated 20th April, 2018- Annexure VII
Providing above information in subsequent attachments.
Scanned by CamScanner
Combined effluent characteristics of the proposed member units for proposed 5 MLD CETP at village Pandoga, Dist.Una, Himapchal Pradesh
Effluent Characteristics of the proposed industrial unit
S.no Parameter Textile Food & Spice
Bakery & confectionary
Synthetic Detergent
Pharma (Ayurvedic & Homeopathic
Automobile assembling & services
Combined Characteristics
1 PH 7-8.25 6.5- 8.5 4-5.5 5 -13.5 6 -7.5 6 -8 8.38
2 TSS mg/lt 2000 3000 3500 6000 500 1200 2350
3 Volumetric loading KLD
500 (10%)
1250 (25%)
250 (5%)
750 (15%)
1500 (30%)
1250 (15 %)
5000
4 Avg COD mg/lt
10000 15000 5000 7500 6000 8500 9200
5 Avg BOD mg/l
3200 3800 1600 2400 1900 3700 2835
6 Avg TDS mg/l
9000 5000 10000 800 10000 500 5845
7 O & G 50 80 20 250-1500
120 250 324
Scanned by CamScanner
Scanned by CamScanner
PROCESS DESCRIPTION OF ANAEROBIC UASB TECHNOLOGY
PROPOSED COMMON EFFLUENT TREATMENT SCHEME
Following treatment scheme is employed for production of quality water for irrigation
discharge or recycling.
INLET
Supernatant water
SLUDGE
SLUDGE
RAW EFFLUENT SCREENING
EFFLUENT COLLECTION CUM
EQUALIZATION TANK
PRIMARY CLARIFIER, GRIT
REMOVAL UNIT
FILTERs (MGF & ACF)
FINAL COLLECTION (CAN BE USED FOR
GARDENING)
OIL & GREASE TRAP
Oxylite
disinfect
ion
system
AERATION PROCESS
SECONDARY CLARIFIER
SLUDGE DRYING
BED
NEUTRALIZATION,COAGULATION
AND FLOCCULATION
UASB TANK BUFFER TANK
BRIEF PROCESS DESCRIPTION OF TREATMENT SCHEME
BAR SCREEN: The influent passes through an in-line screen for removal of coarse suspended
solids. The Bar Screens of SS 304, materials are considered in the scope for better life. Two
bar screens of 10 mm spacing followed by 8 mm spacing are considered in series. The screens
can be easily removed & cleaned as required. These screens would be manual.
OIL AND GREASE TRAP: Complete oil and grease trap with siphon arrangement to arrest all
oil contents in the trap will be provided. This trap will have specific RCC partition with
underflow arrangement to trap oil contents in each chamber. In last chamber there will be a
siphon arrangement as outlet for effluent. The tarp oil contents can be cleaned manually.
There can be a provision of oil skimmer application on higher volume of oil contents.
COLLECTION CUM EQUALIZATION: The oil free water is then collected in acollection cum
equalization tank to meet the peak hour’s requirement and to get a homogenous mixture.
Equalization tank helps in sedimentation of grit in the absence of grit chamber. An aeration
grid can be provided to keep the suspended matter in suspension and to avoid septic
conditions. The tanks can be covered from the top, if required and access manholes can be
provided. The tank is provided with air distribution piping with adequate number of Coarse
Bubble diffusers.
COAGULATION:In the coagulation process, coagulant chemicals are added to the water as it passes through the static or flash mixer. (A static or flash mixer is used to mix chemicals into the water quickly. It does this by the turbulence created by the mixer.) Primary coagulants are chemicals that are responsible for the main coagulation reactions, being the formation of floc and the neutralization of particle charges. Of all the coagulants, aluminium sulphate (alum) is the most commonly used. It is relatively inexpensive; easy to handle, store, and apply; and when used properly, very effective. All particles carry an electrical charge on their surface, which is usually negative, and thus, the particles tend to repel each other. Coagulation chemicals neutralize this charge so the particles can combine into large accumulations if they touch each other. FLOCCULATIO: -Following the flash mixer, flocculation is the slow stirring process that causes the flocs to grow and to come in contact with particles of turbidity to form larger particles that will readily settle. The purpose is to produce a floc of the proper size, density, and toughness for effective removal by sedimentation and filtration. Floc formation depends on the rate at which collisions between flocs and particles occur, and how the flocs stick together after collision. SEDIMENTATION: -Sedimentation is the separation of suspended material from the water by gravity. In water treatment the main purpose is to reduce solids loading on the filters. Sedimentation is carried out in a sedimentation tank, a settling tank, or clarifier-- different words for the same process. Clarification of the water is the direct result of the sedimentation of particles. The words sedimentation and clarification are used interchangeably and refer to the same process.
PRIMARY CLARIFIER& GRIT REMOVAL UNIT
Primary clarification is the physical treatment process of removing solids before biological
treatment. It is the most cost effective way to remove these solids after basic screening.
Process water enters the clarifier tank and floatable solids (scum) are removed from the
surface by skimmers while settable solids (sludge) are collected on the bottom by a rake and
removed via a sludge removal system. Effluent destined for biological treatment leaves the
clarifier over a weir. The expected range for percent removal in a primary clarifier is 90%-95%
settable solids, 40%-60% suspended solids, and 25%-50% total BOD5.
Clarifier efficiency is based on hydraulic detention time, temperature of the water, the design
of the tank and the condition of the equipment. Poor clarifier performance can be due to a
variety of factors such as (1) hydraulic overload which decreases hydraulic detention time; (2)
hydraulic under-load which doesn’t allow the equipment to work efficiently; (3) sludge build
up which causes decreased tank volume; and (4) highly concentrated waste streams.
Bypassing a clarifier, which means routing mill effluent directly to secondary treatment in an
aeration basin, is done only in emergencies when clarifier equipment must be repaired or the
sludge removal system is not able to process the sludge volume it receives..
Types of clarifiers:
Solids Contact Clarifiers Secondary Clarifiers Primary Clarifiers
Working
The clarifiers operate on the principle of gravity-separation. The separate solids would flow downward and settle on tapered floor.
The untreated oil is forced towards the periphery of the bowl by centrifugal forces Then the oil is passed up through the disc stack Actual separation takes place here in the channel formed between two discs The two forces act on each solid or liquid particle The particles are pushed upwards with the oil stream towards the centre while the centrifugal
force directs it to the periphery The residual force on denser particles will drive them towards the periphery While the less dense particles (oil) will be directed towards the centre of the bowl and raise
to the outlet connection
UASB REACTOR:-The upflow anaerobic sludge blanket reactor (UASB) is a single tank process
in an anaerobic centralised or decentralised industrial wastewater or black water treatment
system achieving high removal of organic pollutants. Waste water enters the reactor from the
bottom, and flows upward. A suspended sludge blanket filters and treats the wastewater as
the wastewater flows through it. Bacteria living in the sludge break down organic
matter by anaerobic digestion, transforming it into biogas. Solids are also retained by
a filtration effect of the blanket. The upflow regime and the motion of the gas bubbles allow
mixing without mechanical assistance. Baffles at the top of the reactor allow gases to escape
and prevent an outflow of the sludge blanket. As all aerobic treatments, UASB require a post-
treatment to remove pathogens, but due to a low removal of nutrients, theeffluent water as
well as the stabilised sludge can be used in agriculture.
AERATION PROCESS:The partially treated effluent form UASB get fed into Activated sludge process treatment system, This ASP having one Aeration tank connected with clarifier in close loop, the Sludge generated ( MLSS) in aeration tank in the form of MLSS reached at clarifier, where it get separated with sedimentation phenomena, this sediment sludge fed again into the aeration tank, this process improves SRT of the system for more than 2 weeks, until the sludge concentration will get upto 60% of total volume. The higher sludge content withdrawn from there to sludge handling system. In the aeration process Organic matter get decomposed into CO2 & Water molecules rest Bio-solids. MIXED OXIDANT GENERATION SYSTEM: The clear water from Clarifier flows in to this treated
water tank. A mixed oxidant solution is dosed in this tank using a metering pump.
FILTERS (MGF & ACF): The disinfected water will then be passed through Multi grade filter(s)
to reduce suspended load and turbidity, BOD, colours, odour and fine particles. It finally
polishes the treated water and also reduces the residual chlorine. The wastewater so treated
can be utilized for gardening or for flushing and recycling. The backwash from the filter unit
will be fed back into the collection tank.
TREATED WATER TANK:-The water treated from the UF and RO will be collected in the treated
water tank where there is a dosing of the disinfection system for microbial disinfection and
then the water can be used for the several purpose.
SLUDGE DISPOSAL: A proportion of sludge from the primary, Secondary and tertiary clarifier
and first chamber is pumped via the hydro cyclone into the sludge holding tanks/ Sludge
drying beds (SDB). Supernatant from the sludge holding tanks is decanted and returned to
collection tank for re-processing.
TREATMENT PROCESS
Primary Treatment:
The primary treatment consists of temporarily holding the effluent in a quiescent basin where
heavy solids can settle to the bottom while oil, grease and lighter solids float to the surface.
The settled and floating materials are removed and the remaining liquid after pH correction
is discharged or subjected to secondary treatment.
a) The raw effluent generated at various units is led from the last manhole to the screen of the Common Effluent Treatment Plant (CETP).
b) The Effluent pass through non-mechanized bar screen for removal of large floating
impurities, this process is known as screening.
c) After screening the effluent is led to Equalization Tank (Two Comportment).
d) From Equalization Tank effluent is pumped to Chemical Treatment System unit for
removal of TSS and excess BOD, COD values.
e) The settled sludge from Chemical Treatment Process is led to SDB by gravity flow.
f) Outlet of the Chemical Treatment system is led to by gravity to flash mixer.
g) Flash mixer tank is provided for pH correctionby mixing required dosage of suitable
Alkali/Acid solutions to maintain ideal pH requirement for secondary biological
treatment.
Secondary Treatment
Secondary treatment involves removal of dissolved and suspended biological matter. Secondary treatment is typically performed by indigenous, water-borne micro-organisms in a managed habitat. Secondary treatment requires a separation process to remove the micro-organisms from the treated water prior to discharge. Due to high inlet COD two stages have been adopted anaerobic and aerobic respectively.
Secondary Treatment (Biological Treatment) - First Stage:
a) After pH correction, the effluent is led to first compartment of existing acid phase reactor ,the Over flow of First compartment is led to by Gravity in Second compartment of Acid phase Reactor from where it is pumped to the Anaerobic reactor based on the Up flow Anaerobic Sludge Blanket (UASB) reactor through UASB distribution grid place at the bottom of the reactor
b) The anaerobic digestion starts with Hydrolysis. c) Methane and carbon dioxide is generated by Methanogenesis by strict anaerobic
methanogenic bacteria. d) The gas generated from the digester is led to the flare stack through a gas holder.
NOTE:
1. If in case the flow of UASB feed pump is less than 17.5cum/hr backwash of the distribution grid is required.
2. If Sludge consistency is more than 25% v/v sludge drain to SDBs for dewatering and drying prior to disposal required.
Secondary Treatment - Second Stage:
a) Supernatant overflowing from the anaerobic reactor is led to Aeration tank working on activated sludge process (ASP) with extended aeration resulting in stabilisation of the soluble organic matter in presence of oxygen.
b) The mixed liquor from the aeration tank is then taken to the SecondaryClarifier for the settlement of the sludge solids, which is re circulated to the Aeration tank to maintain the desired MLSS in the aeration tank. The excess sludge from the aeration tank is discharged to SDB.
The clear supernatant (treat diffluent) from the clarifier flows through a V-notch chamber rfor
manual flow measurement and further led to Existing Treated water Tank before final
disposal/ Reuse.
Tertiary treatment
The purpose of tertiary treatment is to provide a final treatment stage to further improve the effluent quality before it is discharged to the receiving environment (sea, river, lake, wet lands, ground, etc.). More than one tertiary treatment process may be used at any treatment plant. If disinfection is practised, it is always the final process. It is also called "effluent polishing."
Filtration
Sand filtration removes much of the residual suspended matter. Filtration
over activated carbon, also called carbon adsorption, removes residual toxins.
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
OXYBEE SOLUTIONS
1.0 PROCESS DESIGN & SIZING CALCULATIONS FOR 5 MLD CETP FOR PANDOGA UNA
1 DESIGN BASIS
1.1 FLOW
Flow Rate 5 MLD
208.3 m3/hr
1.2 DESIGN QUALITY OF RAW EFFLUENT
pH 6.5 - 7.5
BOD5 3500-4000 mg/l
COD 9000-10000 mg/l
TSS 2800-3000 mg/l
Oil & Grease 250-300 mg/l
1.3 DESIGN QUALITY OF TREATED EFFLUENT
pH 6.5 - 8.0
BOD5 30 mg/l
COD 250 mg/l
TSS 100 mg/l
Oil & Grease <5 mg/l
1.4 COD LOADING RATE 50000 Kg/day
2.0.0. PRIMARY TREATMENT UNITS
2.1 Inlet Sump
2.2 Flow, M^3/hr 208.3 M3/hr
2.3 Hydraulic Retention Time ,Hr 2
2.4 Volume, V: M^3 432 M3
2.5 Desired SWD, M 2 M
2.6 Length/ Width 18
2.7 Width of Sides, M 12
3 Bar Screen Chamber 1 No
MOC RCC
Volume 1.5 M3
4 Bar Screen
MOC SS
Size 1.5x1 M
Spacing 8-10 mm
Size Support(SS 304) 25x5 mm
5 Mechanical Bar screen
Address: G- 18, Rock Enclave, Opp. Joy Ice Cream, Charkop, Kandivali (west), Mumbai – 400067. Ph:-022067708934/33 E-mail: [email protected] Branch Office: Office no -24, First Floor, Lotus Plaza, Vaibhawkhand,Indirapuram, Ghaziabad. Ph. - 0120-4136699, E-mail: [email protected]
2
No. of Mechanical Screens 1 Nos.
Flow Rate 208.3 M3/hr
MOC SS 304
Size 1.5x1.0 M
Design Flow in each Screen 208.3
m3/hr
6 Oil & Grease chamber
No of units 1
No
Flow Rate 208.3
M3/hr
Volume 8.0
M3
MOC RCC
7 Oil & Grease skimmer
Type Belt type
Type of operation Mechanical
Application To separate oil & grease
Belt length 1500 mm
Belt width 100 mm
Belt thickness 1.5 mm
Accessories Motor,belt gear box,oil tank
Motor .5 HP
Phase 3
Insulation Class F
8 Raw effluent Lifting Pumps: -
General
a) Application Raw Effluent Pumping
b) Specific Gravity 1.03
c)
Type. Non- Clog Submersible pumps.
a)
Capacity 125 M3/hr
Quantity 3(2W+1SB) 3 Head, MWC 10.00-15.00 M
Material of Construction CI
3
9 EQUALIZATION TANK
Flow, 208.3 M3/hr
Hydroulic Retention time 6 Hrs
Volume, V: M^3 1270.5 M3
Desired SWD, M 3.5 M
Length/ Width 22x16.5 M
MOC RCC
QUANTITY 1 No
10 RECATION CHAMBER STAGE 1for coagulation ,flocculation
Flow, 208.3 M3/hr
Hydroulic Retention time 5.2 Min
Volume, V: M^3 9.37 M3
Desired SWD, M 1.5 M
Length/ Width 2.5x2.5 M
MOC RCC
QUANTITY 1 Set
COD REDUCTION 60 %
DOSING PUMP 1000 LPH
QUANTITY 3 No
TYPE Positive metering hydraulic
diaphragm
11 PRIMARY CLARIFIER Stage 1
Flow 208.3 M3/hr
Hydroulic Retention time 2.9 Hr
Volume, V: M^3 602 M3
Desired SWD, M 3 M
Dia/Height 16x3 M
MOC for Screen RCC
QUANTITY 1 No
12 RECATION CHAMBER STAGE 2for coagulation ,flocculation
Flow, 208.3 M3/hr
Hydroulic Retention time 2.5 Min
Volume, V: M^3 9.37 M3
Desired SWD, M 1.5 M
Length/ Width 2.5x2.5 M
MOC RCC
QUANTITY 1 Set
COD REDUCTION 60 %
DOSING PUMP 1000 LPH
QUANTITY 3 No
TYPE Positive metering hydraulic
diaphragm
13 PRIMARY CLARIFIER Stage 2
Flow 208.3 M3/hr
4
Hydroulic Retention time 2.9 Hr
Volume, V: M^3 602 M3
Desired SWD, M 3 M
Dia/Height 16x3 M
MOC for Screen RCC
QUANTITY 1 No
14 BUFFER TANK
Flow, M^3/Sec 208.3 M3/hr
Hydroulic Retention time 5.2 Hr
Volume, V: M^3 1080 M3
Desired SWD, M 3 M
Length/Width 20x18 M
MOC for Screen RCC
QUANTITY 1 No
15 UASB TANK
INLET COD 2500 Mg/lt
LOADING 12500 Kg/Day
COD REDUCTION 70 %
OLR(ORGANIC LOADING RATE) 3.5 KG
COD/M3/DAY
VOLUME 2543.4 M3
HEIGHT 10 M
DIA 18 M
MOC RCC
DISTRIBUTION GRID MOC SS 304
HEADER 65 MM(DIA)
GRID 40 HDPE MM
GAS LIQUID SEPARATOR
MOC MSEP
SHEET THICKNESS 3 MM
SURFACE COATING FRP 1MM
SUPPORT MOC MSEP
UASB GUTTER
MOC SS304
5
DRAIN WIDTH 200 MM
SUPPORT MOC MSEP
16 AREATION TANK 1
INLET BOD 500
INLET COD 750
LOADING BOD 2500 Kg/Day
BOD REDUCTION 80 %
COD REDUCTION 50 %
VOLUME CALCULATION 7088 M3
HEIGHT 4.5 M
FREE BOARD 0.5 M
MOC RCC
16 AREATION TANK 2
INLET BOD 100
INLET COD 375
LOADING 500 Kg/Day
BOD REDUCTION 70 %
COD REDUCTION 40 %
VOLUME CALCULATION 1170 M3
HEIGHT 4.5 M
FREE BOARD 0.5 M
MOC RCC
17 GAS HOLDING TANK
QUANTITY
1 NO
MOC RCC
VOLUME
160 M3
18 SECONDARY CLARIFIER
Flow 208.3 M3/hr
Hydroulic Retention time 2.9 Hr
Volume, V: M^3 529 M3
Desired SWD, M 3 M
Dia/Height 15x3 M
MOC RCC
QUANTITY 1 No
6
19 FILTER FEED TANK
Flow 208.3 M3/hr
Hydroulic Retention time 0.5 Hr
Volume, V: M^3 125 M3
Desired SWD, M 3 M
Length /Width/Height 10x5x2.5 M
MOC RCC
Quantity 1 No
20 FILTER FEED PUMP
Application To feed the MGF & ACF
Type. Centrifugal
Capacity 125 M3/hr
Quantity 3(2W+1SB) 3 Head, MWC 10.00-15.00 M
Material of Construction CI
21 MGF No 2
Flow Rate 125 M3/hr
Filtration Velocity 18 Cu/hr/sqm
DIA 3 M
Estimation of sand bed depth, L Q * D3* H/ (29323* B)
Q, Fitltration Rate, m3/m2/ Hour 9.00
Head loss in filter at the end of filter cycle, m 4.00
Break through index.
Response to coagulation. Value of B. Degree of
Poor. Pretreatment.
Average. 0.00 Poor
Average. 0.00 Average.
Average. 0.00 High.
Average. 0.00 Excellent
Sand Size, mm ( range 0.4-0.65) 0.55
Sand Bed Depth, m 0.51
Say 0.90 m
Gravels in inches / M.
k(Log. D + 1.4)
Numerical Value of coefficient, . 12.00
Size of gravels, In inches, D. Gravels Depth in Inches.
For 15mm or ½” 13.19
For 10mm or ¼” 9.58
For 5mm or 1/5” 8.41
Total Grave Depth, inches 13.19
Inches Say, m 0.40
Dimensions: -
Total Filter Bed Area, m2 34.72
Number of filters. 6.00
7
Each Filter Bed section Area, m2 5.79 a Diameter, M 2.80
HOS, M 1.75
Filter Inlet pipe, ϕ in m
Maximum Flow, m3/ Sec. 0.09
Number of filters 5.00
Maximum Flow per filter, m3/Sec. 0.02
Maximum Velocity, m/sec 2.10
Pipe ɸ in m 0.10
Filter outlet pipe, ϕ in m
Maximum Flow, m3/ Sec. 0.09
Number of filters section 5.00
Maximum Flow per filter, m3/Sec. 0.02
Maximum Flow per filter section, m3/Sec. 0.02
Maximum Velocity, m/sec 2.10
Pipe, ϕ, m per filter section 0.10
Backwash inlet pipe, ϕ in m
Maximum Flow, m3/ Sec.: 0.06
Maximum Flow per filter section, m3/Sec. 0.06
Maximum Velocity, m/sec 2.10
Pipe, ϕ, m per filter section 0.20
Filter back wash outlet pipe, ϕ in m
Maximum Flow, m3/ Sec.:a*2*36/3600 0.06
Maximum Flow per filter section, m3/Sec. 0.06
Maximum Velocity, m/sec 2.10
Pipe, ϕ, m, per filter section 0.20
Air Scouring inlet pipe, ϕ in m
Maximum Flow, m3/ Sec.: 0.43
Maximum Flow per filter section, m3/Sec. 0.43
Maximum Velocity, m/sec 20.00
Pipe, ϕ, m per filter section 0.15
Pressure Vessel Design
Working Pressure, Kgf/ cm^2g 3.00
Design Pressure, Kgf/ cm^2g 3.00
Test Pressure, Kgf/ cm^2g 4.50
Design Code
Vessel, Non fored pressure vessels IS- 2825
Terrispherical, Dishends
IS- 4049
MOC, MS plates IS- 2062
Vessel Thickness
Formula, thickness t PDI/(200*f*j-P) 0.006129597
P Design Pressure 3
DI Inner Diameter in M 2.8
f Allowanle stress, 9.81
j joint factor 0.7
Corrision Allowence 1.5 mm 0.0015
Say 10 mm
8
Shell thickness, mm 0.01
Dishend thickness, mm
12 mm. Lining
Inner surface 2 mm thick rubber lining
Outer surface Epoxy
22 ACF 2 NO
Flow Rate 125 M3/hr
Filtration Velocity 18 Cu/hr/sqm
DIA 3 M
HOS 1.8 M
MOC MSEP
Estimation of Carbon bed depth, L Q * D3* H/ (29323* B)
Q, Fitltration Rate, m3/m2/ Hour 9.00
Head loss in filter at the end of filter cycle, m 2.00
Carbon Size, mm ( range 0.8-1.2) 0.80
Bed Depth, M 1.40 m
Dimensions: -
Total Filter Bed Area, m2 34.72
Number of filters. 6.00
Each Filter Bed section Area, m2 5.79 a Diameter, M 2.80
HOS, M 2.52
Filter Inlet pipe, ϕ in m
Maximum Flow, m3/ Sec. 0.09
Number of filters 5.00
Maximum Flow per filter, m3/Sec. 0.02
Maximum Velocity, m/sec 2.10
Pipe ɸ in m 0.10
Filter outlet pipe, ϕ in m
Maximum Flow, m3/ Sec. 0.09
Number of filters section 5.00
Maximum Flow per filter, m3/Sec. 0.02
Maximum Flow per filter section, m3/Sec. 0.02
Maximum Velocity, m/sec 2.10
Pipe, ϕ, m per filter section 0.10
Backwash inlet pipe, ϕ in m
Maximum Flow, m3/ Sec.: 0.06
Maximum Flow per filter section, m3/Sec. 0.06
Maximum Velocity, m/sec 2.10
Pipe, ϕ, m per filter section 0.20
Filter back wash outlet pipe, ϕ in m
Maximum Flow, m3/ Sec.:a*2*36/3600 0.06
Maximum Flow per filter section, m3/Sec. 0.06
Maximum Velocity, m/sec 2.10
Pipe, ϕ, m, per filter section 0.20
Air vent pipe, ϕ in m
Maximum Flow, m3/ Sec.: 0.06
9
Maximum Flow per filter section, m3/Sec. 0.06
Maximum Velocity, m/sec 20.00
Pipe, ϕ, m per filter section
0.10
Pressure Vessel Design
Working Pressure, Kgf/ cm^2g 3.00
Design Pressure, Kgf/ cm^2g 3.00
Test Pressure, Kgf/ cm^2g 4.50
Design Code
Vessel, Non fored pressure vessels IS- 2825
Terrispherical, Dishends IS- 4049
MOC, MS plates IS- 2062
Vessel Thickness
Formula, thickness t PDI/(200*f*j-P) 0.006129597
P Design Pressure 3
DI Inner Diameter in M 2.8
f Allowanle stress, 9.81
j joint factor 0.7
Corrision Allowence 1.5 mm 0.0015
Shell thickness, mm 0.01 Say 10 mm
Dishend thickness, mm 12 mm.
Lining
Inner surface 2 mm thick rubber lining
Outer surface Epoxy
23 SLUDGE TRANSFER PUMP
Application To feed the Sludge Holding tank
Type. Centrifugal
Capacity 90 M3/hr
Quantity 3(2W+1SB) 3 Head, MWC 10.00-15.00 M
Material of Construction CI
Solid Handling 10 MM
24 TREATED WATER TANK
10
Flow 208.3 M3/hr
Hydroulic Retention time 5.7 Hr
Volume, V: M^3 1200 M3
Desired SWD, M 5 M
Length /Width/Height 20x12x5 M
MOC RCC
Quantity 1 No
25 TREATED WATER PUMP
Application For Irrigation
Type. Centrifugal
Capacity 125 M3/hr
Quantity 3(2W+1SB) 3 Head, MWC 50.00-55.00 M
Material of Construction CI
26 MIXED OXIDANT GENERATION SYSTEM
Application For Disinfection of the treated water
Type. Dosing
Capacity 300 Lit/hr
Quantity 2(1W+1SB) 2 27 AIR CALCULATIONS FOR
AREATION TANK 1 & 2
Flow
Inlet Parameters
COD
BOD
Descriptions
Aeration tank 1 Air required
BoD load
Oxygen Required for 1 kg BOD removal
Oxygen required
Oxygen % in the atmospheric air
Oxygen Transfer efficiency for tabular diffuser
sp.gravity of air
Actual requirement of air
Air required in Areation Tank 1
5000
750
500
Desired Tank Volume for (KL)
2500.00
2.00
5000.00
23.20
22.50
0.80
119731.80
4988.83
KLD (24Hrs Operation)
mg/l
mg/l
Remark
kg/day
kg
kg/day
%
%
Kg/m3
cum/day
cum/hr
11
Air required in Areation Tank 2
Air required in Equalization tank (1270 m3)
Air required in sump tank (432 m3)
Total Air required
997.8
1016
345.6
7348.190038
cum/hr
cum/hr
cum/hr
28 AIR BLOWERS FOR A1
Type Twin Type
Capacity 5000 M3/hr
Pressure .55 Kg
Quantity 2 No
29 AIR BLOWERS FOR A2
Type Twin Type
Capacity 2400 M3/hr
Pressure .55 Kg
Quantity 2 No
12
www.oxybeesolutions.com
Recycle and reuse of treated water
1. Total waste water for treatment: 5000 m3
2. Treated water: 4800 m3
3. Loss: Conveyance loss 4 % i.e. 200 m3
Treated water around 4500 m3 will be stored in treated water tank and
then it will be send to individual industrial unit for recycle and reuse
through pipeline
Treated water for irrigation: 250 m3 treated water will be used for
irrigation.
Treated water 50 m3 will be used for chemical dosing
Irrigation Management Plan For Reuse of Treated Water from CETP
Industrial Area Green Belt of HPSIDC : 13861 SQM. sq.m
CETP Green Belt Area : 8289.27sq.m.
Total Green Belt : 22150.27 Sq.m.
Total Water required for green belt : 132901.62 lit.
Water requirement for landscaping and plantation along roads : 120000 lit.
Available Treated Water : 250 KLD (250,000 lit)
Micro irrigation facility will be provided for irrigation of green belt and landscape area.
Creation of green belt development using local species along the approach road, inside
campus, open space, surrounding CETP Plant etc. will helpful for the aesthetic development
of the area with sound ecological management.
Proposed Green Belt Area is 8289.27 sq.m.
Green Belt should be developed in the following areas
Approach roads
Around CETP plant
Open place inside the premises
Periphery of the Parking
Criteria for Selection of Species
The choice of vegetative species for planting is based on studies of the natural vegetation in
the area and on the environmental conditions.
Plant species, which show higher adaptability to local climatic and edaphic conditions.
Plants which show vigorous growth, and higher fodder value.
Preferably indigenous, endemic and rare species.
Plants that serve as nesting, feeding and breeding sites for fauna.
Plants that enhance the aesthetics of the surrounding areas.
Plants species having property of soil binding.
Plant species with different good canopy and preferably evergreen.
Tolerant to specific conditions or capacity to endure water stress and climatic
extremes after initial establishment.
Economically important plant species.
List of Plant Species for Plantations
Sr. No.
Species Name Local Name Habit
1. Aegle marmelos (L.) Corr. Bel Tree
2. Azadirachta indica Linn. Neem Tree
3. Ziziphus jujuba L. Bor Tree
4. Butea monosperma L. Palas Tree
5. Pongamia pinnata (L.) Pierre Karanj Tree
6. Dalbergia latifolia Roxb. Sisoo Tree
7. Acacia catechu (L.f.) Willd. Khair Tree
8. Syzygium cumini (L.) Skeels Jambhul Tree
9. Tectona grandis L.f. Sag Tree
10. Phyllanthus emblica L. Avala Tree
11. Ricinus communis L. Erand Tree
12. Ficus benghalensis L. Wad Tree
13. Ficus religiosa L. Pimpal Tree
14. Ficus racemosa L. Umbar Tree
15. Caryota urens L. Fish Tail Palm Tree
16. Dendrocalamus strictus Nees Velu Herb
List of Some Hedge Plants
17. Justicia adhatoda L. Adulsa Shrub
18. Nerium indicum Mill. Kanher Shrub
19. Ocimum americanum L. Ran Tulas Herb
20. Vitex negundo L. Nirgudi Shrub
21. Agave cantula Roxb Ghayapat Shrub
Proposed CETP Green Belt Layout
Layout Showing Industrial Area along with green belt
ANNEXURE VI
PROPOSED COMMON EFFLUENT TREATMENT PLANT (CETP) of capacity 5 MLD
Plan for Corporate Environment Responsibility (CER) as specified under Ministry’s Office Memorandum vide F.No. 22-65/2017-IA.III dated 1st May 2018 shall be submitted
Total Cost of the Project: 3389 lakhs
CER plan cost: 67.78 lakhs
CER Activity Plan
CER activity 2019-20 (Lacs)
2020-21 (Lacs)
2021-22 (Lacs)
Total (Lacs)
Road development 5 3 3 11
Providing solar panels for street lightening 5 3 3 11
Construction roads in the locality 5 5 5 15
Skill development programs 5 3 3 11
Drinking water facilities/storage tanks 3 3.5 2.5 9
Free health camps in the area 5 3 3 11
Total 28 20.5 19.5 68
1
Annexure
Form – 2
APPLICATION FOR PRIOR ENVIRONMENTAL CLEARANCE
1 Details of Project
a. Name of the Project (s) : Proposed Common Effluent Treatment Plant
(CETP-5 MLD)
b. Name of the Company /
Organization
: The Himachal Pradesh State Industrial Development
Corporation Ltd
c. Registered Address : New Himrus Building, Shimla-171001
Tel. 2624751, 2624752, 2624754, 2625422
Fax No. 0177-2624278
Email: [email protected]
d. Legal Status of the Company : Limited Company
e. Joint Venture (Yes/No) : No
If Yes,
(i) No. of JV Partners (Multiple Entries Allowed)
Name of the JV
Partner
Share of the JV
Partner
Address of the
JV Partner
Email Id of the JV
Partner
Mobile No. of JV
Partner
- - - - -
- - - - -
2 Address for the correspondence
a. Name of the applicant : Vikram Jeet
b. Designation (Owner / Partner / CEO) : Deputy Manager -Project
c. Address : New Himrus Building, Shimla-171001
Tel. NOS.2624751, 2624752
d. Pin Code : 171001
e. e-mail : [email protected]
f. Telephone No. : .2624751, 2624752, 2624754, 2625422
g. Fax No. : 0177-2624278
3. Category of the Project/Activity as per Schedule of EIA Notification, 2006
a. Project / Activity
[1(a)(i) / 1(a)(ii) / 1(b) / 1(c) / 1(d) /
1(e) / 2(a) / 2(b) / 3(a) / 3(b) / 4(b)(i)
/ 4(b)(ii) / 4(c) / 4(d) / 4(e) / 4(f) /
5(a) / 5(b) / 5(c) / 5(d) / 5(e) / 5(f) /
5(g) / 5(h) / 5(i) / 5(j) / 6(a) / 6(b) /
7(a) / 7(b) / 7(c) / 7(d) / 7(da) / 7(e) /
7(f) / 7(g) / 7(h) / 7(i) / 8(a) / 8(b)
: 7(h) Common Effluent Treatment Plants (CETP’s)
b. Category (A/B1/B2) : A (Punjab-Himachal Pradesh State boundary within 5
km )
If B1 or B2
Reason for application at Central
Level / State level in case of B2
projects)
: NA
If Others
c. Please Specify
d. EAC concerned (for category A
Projects only) (Coal Mining / Non-
coal Mining / Thermal River Valley
& Hydro / Industry I / Industry II /
Infrastructure I / Infrastructure II /
Nuclear & Defense / CRZ
: Infra II
2
e. New / Expansion / Modernization /
One Time Capacity expansion (only
for coal mining) / Expansion under
Para 7(ii) / Modernization under Para
7(ii) / Change of Product Mix under
Para 7(ii))
: New
4. Location of the Project
a. Plot / Survey / Khasra No. : 1244,1257,1263,3214/1265,3215/
1265,1432,1433,1434,1435 Kita -9,2832 of Village
Pandoga
b. Village : Pandoga, Kita
c. Tehsil : Haroli
d. District : Una
e. State : Himachal Pradesh
f. Pin Code : 177220 g. Bounded Latitudes (North)
From : 31°30'32.99"N, 76° 8'33.90"E
To : 31°30'25.47"N, 76° 8'36.89"E
h. Bounded longitudes (East)
From : 31°30'27.23"N, 76° 8'36.93"E To : 31°30'28.53"N, 76° 8'31.24"E i. Survey of India Topo Sheet No. : 53 A/2, 53 A/3
j. Upload Topo Sheet File (Upload pdf
only)
: Attached as Annexure 1
k. Maximum Elevation Above Mean
Sea Level (AMSL)
: 458 m
l. Upload (kml) File (Upload kml only) : Attached as Annexure 2
m. Distance of Nearest HFL from the
project boundary within the study
area
: None
n. Seismic Zone (Zone: 1 / 2 / 3 / 4 / 5) : 4
5 Whether project is executed in
multiple States (Yes /No)?
: No
If Yes
a. Number of States in which Project
will be Executed (e.g. 1,2,3,4,5,6)
: 1
b. Main State of the Project : Himachal Pradesh
c. Other State (Multiple Entries
Allowed) (If the project to be
executed, does not belong to any
state, then state category could be
selected as ‘Other’)
: NA
State District Tehsil Village
- - - -
6 Details of Terms of Reference (ToR)
a. Whether ToR is mandatory for
submitting supplication (Yes / No)?
: Yes
If Yes
b. Date of issue of ToR / Standard ToR : No.10-25/2015-IA-III dated 29th Feb 2015
c. MoEF&CC /SEIAA File No. : File No.10-25/2015-IA.III
Proposal No: IA/HP/MIS/30340/2015
d. Upload ToR Letter (PDF only) : Annexure 3
7 Details of Public Consultation
3
a. Whether the Project Exempted from
Public Hearing (Yes/No)?
: No
If Yes,
Reason : -
b. Supporting Document (upload pdf
only)
: -
c. Whether details of Public Hearing
available (Yes/No)?
: Yes
If No,
d. Reason thereof : NA
Supporting Document (upload pdf
only)
: NA
If Yes,
e. Date of Advertisement of Public
Hearing
: 2.12.2016
f. Copy of advertisement in English
(Upload PDF only)
: Attached as Annexure 4
g. Whether Public hearing was presided
over by an officer of the rank of
Additional District Magistrate or
above (Yes/No)?
: Yes
If yes
h. Designation of Presiding Officer
(District Magistrate / District
Collector / Deputy Commissioner /
others – please specify)
: Additional District Magistrate
i. Copy of duly signed Proceedings of
Public Hearing in English (upload
pdf only)
: Attached as Annexure 4
j. Date of Public Hearing : 03.01.2017
k. Venue of Public Hearing : Project site
Village : Pandoga
Tehsil : Haroli
District : Una
State : Himachal Pradesh
l. Distance of Public Hearing Venue
from the Proposed Project (km)
: -
m. No. of people attended : 30+
n. If the multiple public hearings
conducted
: NA
Pl give the details of each PH as per
(e) to (o) above
: NA
8 Details of Project Configuration / Product (Multiple Entries Allowed)
a. Whether the project is New
(Yes/No?)
: Yes
If Yes,
b. Project Configuration : 5 MLD CETP
c. Product : Nil
Product/Activity(Capacity
area)
Quantity Unit Mode of transportation/transmission
of the product
NA
Unit – Tons per annum(TPA),Maga Watt(MW),Hec(HA), kiloliters per day(KLPD), toms crush per day(TCD),
cubic meter per day (CMD), kilometer (km), Millions liter per day(MLD), Other
Mode of transportation,/ transmission of the product (Road, rail, conveyor, belt, pipe conveyor, Aerial ropeway,
combination of two or three modes, others)
4
9 If Expansion / Modernization / One Time Capacity expansion (only for Coal Mining) / Expansion
under Clause 7(ii) / Modernization under Clause 7(ii) / Change of Product Mix under Clause 7(ii))
a. Details of environmental clearance
granted earlier
: NA
(i) Date of issue of environmental
clearance
- -
(ii) MoEFCC / SEIAA File Number : -
(iii) Upload EC Letter : -
b. Details of certified report on compliance of earlier environmental clearance conditions
(i) Details of Regional Office of
MoEFCC / Zonal Office of CPCB /
SPCB / UTPCC from which certified
report on compliance of earlier
environmental clearance conditions
obtained
: NA
(ii) Letter No : -
(iii) Status of Compliance : -
(iv) Certified report on compliance of
earlier environmental clearance
conditions (Including Monitoring
Report) (Upload pdf only)
: -
(v) Date of site visit : -
c. Details of Consent to Operate
(i) Whether consent to operate obtained
(Yes/No)?
: NA
If yes,
(ii) Upload Copies of all Consent to
operate obtained since inception
(Upload pdf only)
: NA
(iii) Date of issue : NA
(iv) Valid up to : -
(v) File No. : -
(vi) Application No. : NA
(vii
)
Upload Copy of Consent to operate
valid as on date (Upload pdf only)
: NA
d. Details of Capacity Expansion (Multiple Entries Allowed)
NA
e. Details of Configuration (Multiple Entries Allowed)
NA
10 Project Cost
a. Total Cost of the Project at current
price level (in Lakhs)
: Rs.33.89 Crores
b. Funds Allocated for Environment
Management (Capital) (in Lakhs)
: Rs. 1.75 Crore
c. Funds Allocated Towards ESC
(Entrepreneur Social Responsibility)
(in Lakhs)
: -
d. Funds Allocated for Environment
Management Plan (EMP) (Recurring
per Annum) (in Lakhs)
: Rs. 45/- Lakhs
11 Whether project attracts the General Condition specified in the Schedule of EIA Notification
(Yes/No)? [provide name of WL/CPA/ESA/Interstate boundary / International boundary and
distance from the project
If Yes
5
a. Protected Area Notified Under the
Wild Life (Protection) Act, 1972
: NA
b. Critically Polluted Areas as
identified by the Central Pollution
Control Board from Time to Time
: NA
c. Notified Eco Sensitive Areas : NA
d. Inter State Boundaries and
International Boundaries
: NA
12 Whether project attracts the Specific Conditions specified in the Schedule of EIA Notification
(Yes/No)?
If Yes
a. If any Industrial Estate/Complex/
Export processing Zones/Special
Economic Zones/Biotech Parks/
Leather Complex with homogenous
type of industries such as Items 4(d),
4(f), 5(e), 5(f), or those Industrial
estates with pre-defined set of
activities (not necessarily
homogenous, obtains prior
environmental clearance, individual
industries including proposed
industrial housing within such
estates/complexes will not be
required to take prior environmental
clearance, so long as the Terms and
Conditions for the industrial
estate/complex are complied with
(Such estates/ complexes must have
a clearly identified management with
legal responsibility of ensuring
adherence to Terms and Conditions
of prior environmental clearance,
who may be held responsible for
violation of the same throughout the
life of the complex/estate
: NA
13 Raw Material / Fuel Requirement (Multiple Entries Allowed)
a. Details of Raw Material / Fuel Requirement
Raw
Material
/ Fuel
Quantity
per
Annum
Unit Source (in case of
import, please
specify country and
Name of the port
from which Raw
Material / Fuel is
received)
Mode of
Transport
Distance of Source
from Project Site (in
Kilometers) (In case of
import, distance from
the port from which
Raw Material / Fuel is
received)
Type of Linkage
(Linkage / Fuel
Supply Agreement
/ e auction / MoU /
LOA / Captive /
Open Market /
Others)
1 NA NA NA NA NA NA
In case of expansion proposals, total requirement of raw material / fuel shall be given - Unit: (tons per Annum (TPA), Mega Watt (MW), Hectares (ha), Kilo Litre per Day (KLD), Tons Crushed
per Day (TCD), Cubic Meter per Day, Kilometers (km), Million Liters per Day (MLD), Others)
- Mode of Transport/Transmission of Product (Road, Rail, Conveyor Belt, Pipe Conveyor, Arial Ropeway,
combination of two or three modes, Others)
b. Upload copy of Linkage / Fuel
Supply Agreement / e Auction /
Memorandum of Understanding /
Letter Of Allocation / Captive source
/ others.
: NA
6
14 Baseline Data (Air / Water / Noise / Soil / Ground water table / Others)
a. Period of Baseline Data Collection
From (DD/MM/YYYY) : February 2016
To (DD/MM/YYYY) : April 2016
b. Season (Summer / Pre-monsoon /
Post-monsoon / Winter
: Post -monsoon
c. No. of Ambient Air Quality (AAQ)
Monitoring Locations
: 8 Locations
d. Details of AAQ Monitoring (Multiple Entries Allowed)
Criteria
Pollutants
Unit Maximum
Value
Minimum
Value
98 Percentile
Value
Prescribed
Standard
PM10 µg/m3 41.3 24.7 - 100
PM2.5 µg/m3 23.8 12.8 - 60
SO2 µg/m3 12.1 6 - 80
NOx µg/m3 16.2 8.1 - 80
- Criteria Pollutants: (PM10, PM2.5, SO2, NOx, Other parameters specific to sector)
- Unit: (Micro Gram per Meter Cube, Nano Gram Meter Cube, Mili Gram per Meter Cube, NA)
e. No. of Ground Water Monitoring
Locations (Multiple Entries Allowed)
: 7 Locations
f. Details of Ground Water Monitoring
Attached As Annexure 5
- Criteria Pollutant: (pH, TSS, TDS, Total hardness, Chlorides, Fluoride, Heavy Metals, other
parameters specific to the sector)
- Unit: (mg/l, NA)
g. No. of Surface Water Monitoring
Locations
: 2 Location
h. Details of Surface Water Monitoring (Multiple Entries Allowed)
Sr.No. Description Unit Swan River (D/S) Swan River(U/S)
1 pH -- 7.67 7.23
2 Temperature OC 25 25
3 Color Hazen <5 <5
4 Odour -- Agreeable Agreeable
5 Conductivity µmhos/cm 725 602
6 Turbidity N.T.U. <1 <1
7 Total Suspended Solids mg/l 4 5
8 Total Dissolved Solids mg/l 458 398
9 Alkalinity mg/l 114 89.5
10 Total Hardness (as CaCO3) mg/l 108.2 112.28
11 Calcium (as Ca) mg/l 25.6 22.51
12 Chlorides (as Cl) mg/l 14.9 24.18
13 Sodium(as Na) mg/l 12 18
14 Sulphate (as SO4) mg/l 6.25 5.62
15 Magnesium (as Mg) mg/l 10.8 13.63
16 Nitrate (as NO3) mg/l 2.36 <0.1
17 Total Phosphate(as PO4) mg/l <0.25 <0.25
18 Cadmium (as Cd) mg/l <0.05 <0.05
19 Dissolved oxygen mg/l 6.5 7.2
20 Chemical Oxygen Demand mg/l 15.8 10.2
21 Bio-chemical Oxygen Demand mg/l 4.8 3.1
22 Total Chromium (as Cr) mg/l <0.05 <0.05
23 Lead (as Pb) mg/l <0.1 <0.1
24 Zinc (as Zn) mg/l <0.05 <0.05
25 Iron (as Fe) mg/l <0.05 <0.05
26 Copper (as Cu) mg/l <0.04 <0.04
27 Manganese (as Mn) mg/l <0.05 <0.05
7
28 Oil & Grease mg/l <5 <5
29 Residual Chlorine(as Cl) mg/l <0.1 <0.1
30 Ammonical Nitrogen(as NH3) mg/l <0.1 <0.1
31 Total Kjeldhal Nitrogen(as N) mg/l 5.67 6.32
32 Fluorides (as F) mg/l 0.15 0.11
33 Boron(as B) mg/l <0.05 <0.05
34 Nickel(as Ni) mg/l <0.02 <0.02
35 Phenolic Compound (as C6H5OH) mg/l <0.1 <0.1
- Criteria Pollutants: (PM10, PM2.5, SO2, NOx, Other parameters specific to sector)
- Unit: (mg/l, NA)
i. No. of Ambient Noise Monitoring
Locations
: 8 Locations
j. Details of Noise Monitoring (Multiple Entries Allowed)
Station
Code
Station Name Unit Observation dB (A)
Day Time Night Time
N-1 Project Location dB (A) 54.1 50.1
N-2 Daulatpur dB (A) 58.1 53
N-3 Panjawar dB (A) 49.9 47
N-4 Bhadsali dB (A) 53.7 50.1
N-5 Chak Sadhu dB (A) 55 42
N-6 Sansala Nagar dB (A) 49.5 44.1
N-7 Badhehra dB (A) 51 44.6
N-8 Bachhohi dB (A) 54 42.1
- Parameter: (Leq (Day), Leq (Night)
- Unit: (A weighted decibels(dB(A))
k. No. of Soil Monitoring Locations
(Multiple Entries Allowed)
: 8 Locations
Attached as Annexure 6
l. Ground Water Table
i Range of Water Table Pre Monsoon Seasons (Meters Below Ground Level (m bgl)):
From : 2.00 m
To : 45.0 m
ii Range of Water Table Post Monsoon Season (Meters Below Ground Level (m bgl)):
From : 1.50
To : 42 m
iii Whether Ground Water Intersection will be there (Yes/No)?
If Yes,
(i) Upload Copy of Central Ground
Water Authority Letter (Upload
PDF only)
: NA
(ii) Letter No. : NA
(ii) Date of Issue : NA
15 Details of Water Requirement (During Operation) (Multiple Entries Allowed)
a. Details
Source Quantity in KLD Method of water withdrawal Distance from
Source
Mode of
Transport
Water
tanker 0.675 CMD
NA - water tanker
- Source: Surface / Ground water / Sea / Others
- Mode of Transportation: Pipeline / Canal / Others
- Method of water withdrawal: Barrage / Weir / Intake Well / Jack well / Tube well / Open well/ Others
b. Upload Copy of Permission from
Competent Authority (Upload pdf
only)
: NA
8
c. Letter No. : -
d. Date of Issue : -
e. Permitted quantity : -
f. Whether Desalination is proposed
(Yes/No)
: No
If Yes,
(i) Desalination capacity (KLD) : NA
(ii) Quality of Brine (KLD) : NA
(iii) Mode of Disposal of brine : NA
16 Waste Water Management (During Operation)
Installation of 5 MLD CETP Plant for treatment of Waste water of various industries like Food based,
Paper based, Textile, Chemical, Detergent, Pharma, glass & ceramic, mechanical and allied product,
service establishment, engineering, steel furniture, steel wire, wooden furniture.
a. Total Waste Water Generation Expected flow from Industries 5000 cum/day
b. Total Discharged Water Nil
c. Total Reused Water 4800 CMD
17 Solid Waste Generation
Management (Multiple Entries
Allowed)
Bio sludge can be used as manure
Used oil will be sold to the registered dealer/vendor.
The chemical inorganic hazardous sludge will be sent
to the solid waste management facility for final
disposal. Discarded containers will be decontaminated
and given to the state authorized vendor.
- Item: (Industrial waste, Municipal Solid Waste, Fly ash, Bottom Ash, Hazardous Waste (as per
Hazardous and Other Waste Management Rules 2016), E Waste, Bio Medical waste, Construction
& Demolition waste, Plastic Waste, Others)
- Unit: (Tons, Kiloliter)
- Mode of Disposal: (Treatment, Storage and Disposal Facility (TSDF), Authorized Re cyclers,
Landfills, Sanitary Landfills, Others)
18 Air Quality Impact Prediction (Multiple Entries Allowed)
NA
- Parameter: (PM10, PM, SO2, NOx, Other parameters specific to the sector)
- Unit: (Microgram per Meter Cube, NA)
19 Power Requirement
a. Quantity (Kilo Volt Amps (KVA)) : 2,000 kW
b. Source : Himachal Pradesh State Electricity Board
c. Upload Copy of Agreement (Upload
pdf only)
: NA
d. Standby Arrangement (Details of
DG Sets)
: 1000 KVA: 2 nos.
e. Stack Height (in m) : As per CPCB norms
20 Land Ownership Pattern (Prior to the project proposal) in Ha
a. Forest land : NA
b. Private Land : NA
c. Government Land : Yes
d. Revenue Land : NA
e. Other Land : NA
Total land :
21 Present Land Use breakup in Ha
a. Agriculture Area : -
b. Waste/Barren Area : -
c. Grazing / Community Area : -
d. Surface Water bodies : -
e. Settlements : -
f. Industrial : 29 Industrial development
9
g. Forest : -
h. Mangroves : -
i. Marine area : -
j. Others (Specify) : 2.511 Ha. Allotted for Proposed CETP
Total : -
22 Land requirement for various activities
(Multiple entries allowed) in Ha
The Department of Industries has acquired 29 hectares of Govt. land for development of Industrial area in
Pandoga, The project has earmarked about 25119 sq. mtrs for CETP
Land Description Area in (Sq.mt) Area in %
Process Area 15119.1 60.19
Ancillary / supporting buildings 128.11 0.51
Storage Area 155.74 0.62
Internal Roads Area 1298.65 5.17
Parking Area 128.11 0.51
Green belt /plantation 8289.27 33.00
Total area 25119 100
- Activity / Facility / Plant / Others include: Main Plant, Township, Greenbelt, Ash pond, Quarry area,
OB dump Area, Safety zone, Tailing pond, Landfill, Water reservoir, Desalination plant, Area for solid
waste management, Built up area, others
23 Ecological and Environmental Sensitivity (Within 10 Km): WLS Wild Life Species; NPA Notified
Protected Area; ESAs Eco Sensitive Areas; ESZs Eco Sensitive Zones
a. Details of Ecological Sensitivity:
Details of Ecological Sensitivity Name Distance from the Project (Km) Remarks
- - - -
- - - -
- Details of Ecological Sensitivity: (Critically Polluted Area, WLS, NPA, ESAs, ESZs, Corridors,
Wildlife Corridors)
b. Whether NBWL recommendation is
required (Yes/No)?
: NA
If yes : NA
Upload NBWL recommendation in
: NA
c. Details of Environmental Sensitivity
Details of Environmental Sensitivity Name Distance from the Project (Km) Remarks
- - - -
- Details of Environmental Sensitivity: (Forest, Archaeological Sites, Defense Installations, Others)
d. Whether NoC / Permission from the
competent authority is required
(Yes/No)?
: NA
If yes
Upload NoC / Permission from the
competent authority in PDF
: NA
24 Forest Land
I Whether any Forest Land involved
(Yes/No)?
: No
a. Forests Clearance Status (In
Principle (Stage I) Approval
Obtained / Final (Stage II) Approval
Obtained / Forest Clearance Under
Process (Stage I) / Forest Clearance
Under Process (Stage II) /
: NA
10
Application for Forest Clearance yet
to be Submitted)
If In Principle (Stage I) Approval Obtained : NA
(i) MoEFCC file number : NA
(ii) Date of In Principle (Stage I)
approval
: NA
(iii) Area diverted : NA
(iv) Upload FC Letter (Upload pdf only
and attach it as Annexure FC letter)
: NA
If Final (Stage II) Approval Obtained, : NA
(i) MoEFCC file number : NA
(ii) Date of Final Approval : NA
(iii) Date of In Principle Approval : NA
(iv) Area diverted : NA
(v) Upload FC Letter (Upload pdf only
and attach it as Annexure FC letter)
: NA
If Forest Clearance under process (Stage I) : NA
(i) MoEFCC file number : NA
(ii) Area applied : NA
If Forest Clearance under process (Stage
II)
: NA
(i) MoEFCC file number : NA
(ii) Area supplied : NA
b. Legal Status of Forest Land
(Reserved, Protected, Private,
Village, Others)
: NA
If Others : NA
Please Specify Others : NA
25 Tree Cutting, if any
a. No. of Trees Cut for the Project (if
Forestland not involved)
: No Tree Cutting
b. Details of Tree Cutting and Planting
of Trees (Upload pdf Only)
: NA
26 Land Acquisition Status
a. Acquired Land : Land is already Acquired by The Himachal Pradesh
State Industrial Development Corporation Ltd
b. Land yet to be acquired : NA
c. Status of Land acquisition if not
acquired
: NA
27 Rehabilitation and Resettlement (R&R)
a. No. of Villages : NA
b. No. of Households : NA
c. No. of PDFs (Project Displaced
Families)
: NA
d. No. of PAFs (Project Affected
Families)
: NA
e. Funds Allocated for R&R : NA
f. Status of R&R (Completed / In
progress / Yet to start)
: NA
28 Whether there is Presence of Schedule I
Species (Yes/No)?
: NO
If yes,
a. Details of Schedule I Species : No
11
b. Whether conservation plan for
Schedule I Species has been
prepared (Yes/No)?
: No
If Yes,
(i) Upload conservation plan
(Upload only PDF)
: NA
(ii) Fund Provision made : NA
(iii) Period of Implementation : NA
c. Whether conservative plan for
Schedule I Species has been
approved by competent authority
(Yes/No)?
: No
(i) Upload copy of approval
(Upload PDF Only)
: NA
(ii) Letter No. : NA
(iii) Date of issue : NA
(iv) Recommendations if any : NA
29 Whether there is Presence of Water
Bodies in Core Area (Yes/No)?
: No
If yes,
a. Details of Water Bodies in Core
Area
: Na
b. Whether there is Diversion required
(Yes/No)?
: NA
If yes, : NA
c. Details of diversion required : NA
d. Details of study conducted : NA
e. Whether permission has been
obtained from competent authority
(Yes/No)?
: NA
(i) Upload copy of permission
(Upload PDF Only)
: NA
(ii) Letter No. : NA
(iii) Date of Issue : NA
(iv) Recommendations if any : NA
30 Whether there is Presence of Water
Bodies in Buffer Area (Yes/No)?
Yes
If Yes :
a. Details of Water Bodies in Buffer
Area
: Sawan River
b. Direction of Water Bodies in Buffer
Area (North / South / East / West /
North East / North West / South
East / South West)
: NW & SW
c. Distance of Water Bodies in Buffer
Area (kilo meters)
: 4.6 km
31 Manpower Requirement
a. Permanent employment during
construction
: -
b Permanent employment during
operation
: 15 nos.
c Temporary employment during
construction
: 150 nos.
12
d Temporary employment during
operation
:
e No. of working days : 365
f Total manpower : 165
32 Green Belt in Ha
a In case of new projects
i Total Area of Green Belt : 8289.27 sq.m.
ii. Percentage of Total Project Area : 33%
iii. No. of Plants to be Planted : >1200
iv. Funds Allocated for Plantation : Rs. 10/- Lakh
v. Upload Green Belt Plan (Upload
PDF Only)
: Attached Annexure 7
b. In case of expansion / modernization / change in product mix etc.
i. Description Existing Proposed Total
Total Area of Green Belt - - -
Percentage of Total Project Area - - -
No. of Plants - - -
Funds Allocated - - -
ii. Upload Green Belt Plan (Upload
PDF Only)
: Attached
33 Project Benefit (Multiple entries allowed)
Type of Project Benefits Details of Project Benefit
Improvements In The Physical
Infrastructure
Balanced Regional Growth: The proposed industrial area will
provide an exposure to technological designs, innovations and
entrepreneurship by way of participative management by the
local society. There shall be an augmentation of manufacturing
sector, new avenues for productivity and export promotion,
foreign exchange earnings and it will accelerate economic
growth with a visible and impact oriented approach.
The proposed project will attribute to following social and
financial benefits:
Will help small scale industries from huge treatment cost.
Treated water can be used in various industrial process,
thereby reducing raw water intake.
Direct and indirect employment to semi-skilled people.
Labor force from nearby area.
Improvements In The Social
Infrastructure
Attracting the Industry of the nearby Areas: The strategic
location of the proposed area being well connected by road is
advantageous to attract industrialist from the neighboring states.
Employment Potential There is sufficient human resource available in the area in the
form of educated unemployed, technically qualified, skilled and
semiskilled manpower. The proposed area will provide an
opportunity to meet the aspirations of these people to get
employed and become entrepreneurs.
During the construction phase, around 150 workers and during
operational phase around 15 workers including contractors will
be required. Local skilled and semi-skilled workers will be
engaged during Construction phase.
This project will develop technology driven solutions suiting to
the bottom sections of the society and business base with a
special focus on localized needs based on availability of local
raw materials and manpower. It is projected that this project will
create direct and indirect employment opportunities for nearly
2300 persons.
13
Other Tangential Benefits -
(Project benefits shall include environmental , social and others)
34 Whether the Project / Activity attracts the
provisions of CRZ (Yes/No)?
: NO
If Yes,
1 Project Details
a. CRZ Classification: (CRZ I (A), CRZ
I(B), CRZ II, CRZ III, CRZIV (A), CRZ
IV (B))
: NA
b. Location type: (Non-Eroding Coast Low
and Medium Eroding Coast, High
Eroding Coast)
: NA
c. Details of Mangroves Land Involved, if
Any
: NA
d Area of Mangroves Land (hectare) : NA
e. EIA (Terrestrial) Studies: Carried out, Not
Carried Out)
: NA
If Carried Out, : NA
1) Summary Details of EIA (Terrestrial)
Studies
: NA
2) Upload Recommendation made in EIAs
(Upload pdf only)
: NA
3) Period of Study from (EIA Terrestrial) : NA
4) Period of Study to (EIA Terrestrial) : NA
If Not Carried Out : NA
Give Reason
f. EIA (Marine) Studies: (Carried Out, Not
Carried Out)
: NA
If Carried Out : NA
1) Summary Details of EIA (Marine) Studies : NA
2) Upload Recommendation made in EIAs : NA
3) Period of Study from (EIA Marine) : NA
4) Period of Study To (EIA Marine) : NA
If Not Carried Out, : NA
Give Reason : NA
g. Disaster Management Plan/National Oil
Spill Disaster Contingency Plan (if
Applicable)
: NA
2 Description of the Project Under Consideration
a. Type of Project:
(Resort/Buildings/civic amenities,
Coastal Roads/Roads on Stilt,
Pipelines from Thermal power Blow
Down, Marine Disposal of Treated
Effluent, Facility for Storage of
Goods/Chemicals, Offshore
structures, Desalination Plant,
Mining of Rare Earth/Atomic
Minerals, Sewage Treatment Plants,
Lighthouse, Wind Mills, Others)
: NA
If Resort/Buildings/civic amenities,
1) Agency Name for Preparing CRZ
Maps
: NA
2) Total Area/Built-up Area (hectare) : NA
14
3) Height of Structure : NA
4) FSI Ratio : NA
5) The governing Town Planning
Rules/Regulations
: NA
6) Details of Provision of Car Parking
Area
: NA
If Coastal Roads/Roads on Stilt
1) Agency Name for Preparing CRZ
Maps
: NA
2) Area of Land Reclamation : NA
3) Estimated Quantity of Muck/Earth
for Reclamation
: NA
4) Carrying Capacity of Traffic : NA
If Pipelines from Thermal Power Blow Down,
1) Agency Name for Preparing CRZ
Maps
: NA
2) Length of Pipeline : NA
3) Length Traversing CRZ Area : NA
4) Depth of Excavation : NA
5) Width of Excavation : NA
6) Length of Pipeline from Seashore to
Deep Sea
: NA
7) Depth of Pipeline from Surface of
Sea Water
: NA
8) Temperature of effluent above
Ambient at Disposal Point
: NA
If Marine Disposal of Treated Effluent,
1) Agency Name for Preparing CRZ
Maps
: NA
2) Location of Intake/Outfall : NA
3) Depth of Outfall Point : NA
4) Length of Pipeline : NA
5) Length Traversing CRZ Area : NA
6) Depth of Excavation : NA
7) Width of Excavation : NA
8) Length of Pipeline from Seashore to
Deep Sea/Creek
: NA
9) Depth of Outfall Point from Surface
of Sea Water
: NA
10
)
Depth of Water at Disposal Point : NA
11
)
Type of Disposal : NA
If Facility for Storage of Goods/Chemicals,
1) Agency Name for Preparing CRZ
Maps
: NA
2) Name and Type of Chemical : NA
3) End use of the Chemical : NA
4) No. of Tanks for Storage : NA
5) Capacity of tanks : NA
If offshore structures,
1) Agency Name for Preparing CRZ
Maps
: NA
2) Exploration of Development : NA
15
3) Depth of Sea Bed : NA
4) No. of Rigs/Platform : NA
5) Details of Group Gathering Stations : NA
If Desalination Plant,
1) Agency Name for preparing CRZ
Maps
: NA
2) Capacity of Desalination : NA
3) Total Brine Generation : NA
4) Temperature of Effluent Above
Ambient at Disposal Point
: NA
5) Ambient Salinity : NA
6) Disposal Point : NA
If Mining Rare Earth/Atomic Minerals,
1) Agency Name for preparing CRZ
Maps
: NA
2) Capacity of Mining : NA
3) Volume/Area to be Mined : NA
4) Type of Mineral to be Extracted : NA
5) End Use of the Mineral : NA
If Sewage Treatment Plants,
1) Agency Name for preparing CRZ
Maps
: NA
2) Capacity : NA
3) Total area of Construction : NA
4) Compliance of effluent parameters
as laid down by CPCB/SPCB/other
authorized agency
: NA
5) Whether discharge is in sea
water/creek?
If yes,
: NA
Distance of a Marine Outfall Point
from Shore/from the tidal river bank
: NA
Depth of Outfall Point from Sea
Water Surface
: NA
Depth of Sea at Outfall Point : NA
If Lighthouse
1) Agency Name for preparing CRZ
Maps
: NA
2) Total area of Construction : NA
3) Height of the Structure : NA
If Windmills,
1) Agency Name for preparing CRZ
Maps
: NA
2) Capacity (MW) : NA
3) Transmission Lines: (Overhead,
Underground)
: NA
4) Diameter of Windmill : NA
5) Length of Blade : NA
6) Speed of Rotation : NA
7) Height of the Structure : NA
If Others,
1) Agency Name for preparing CRZ
Maps
: NA
2) Please Specify with salient features : NA
16
3) Upload relevant Document (Upload
pdf only)
: NA
3. Distance of Project (In Meters) from LTL/HTL to be Stated
a. Clause of CRZ Notification Under
which the Project is a
Permissible/Regulated Activity
: NA
b. Whether CRZ Map Indicating HTL,
LTL Documentation in 1:4000
Scales Prepared? (Yes/No)
: NA
If Yes,
1) Distance of Project (in meters) from
HTL to be Stated
: NA
2) Upload Maps (kml File) : NA
3) Distance of Project (in meters) from
LTL to be Stated
: NA
4) Upload Maps (kml File) : NA
c. Whether Project Layout
Superimposed on CRZ Map 1:4000
Scales?; (Yes/No)
:
If Yes,
1) Upload Maps (kml File) : NA
d. Whether CRZ Map 1:25000
Covering 7 km radius around project
site prepared? (Yes/No)
: NA
If Yes,
1) Upload Maps (kml File) : NA
e. Whether CRZ Map Indicating CRZ
I, II, III and IV Including Other
Notified ESAs Prepared? (Yes/No)
: NA
If Yes,
1) Upload Maps (kml File) : NA
f. NOC from State Pollution Control
Boards Obtained: (Yes/No)
: NA
If Yes,
1) Upload Copy of NOC (Upload pdf
only)
: NA
g. Details of Rain Harvesting System : NA
4. Recommendation of State Coastal Zone Management Authority
a. Upload Copy of CZMA (Upload pdf
Only)
: NA
b. State the Conditions Imposed : NA
c. Social and Environmental Issues and
Mitigation Measures suggested
including but not limited to R&R,
Water, Air, Hazardous Wastes,
Ecological aspects, etc. (Brief
Details to be Provided)
: NA
35 Sector Specific Details
1 Whether the proposal is mining of minerals
(coal / non-coal) project (Yes/No)?
: No
If yes, : NA
1 No. of Mineral to be Mined (Mined
Entries Allowed)
: NA
17
Minerals to be Mined Major or Minor mineral
- -
2 Mine Capacity in ROM (Run of Mine) : NA
3 Upload 500 meters cluster certificate from
state mines and geology in case of minor
minerals (Upload pdf only)
: NA
4 Mining Plan
a. Approval Letter No. : NA
b. Date of Approval : NA
c. Upload Approval Letter (Upload pdf
only)
: NA
d. Approved by State Mines & Geology
Department / Indian Bureau of
Mines / Ministry of Coal / Ministry
of Mines / State Government /
Atomic Mineral Directorate / Others
: NA
e. If Others, : NA
Please specify : NA
f. Approved Mining Lease Area : NA
g. Approved Capacity : NA
5 Technical Details
a. Total Geological Reserves (Million
Ton)
: NA
b. Mineable Reserves (Million Ton) : NA
c. Extractable Reserves (Million Ton) : NA
d. Percent of Extraction (%) : NA
e. Grade of Coal / Ore/ Mineral : NA
f. Stripping Ratio : NA
g. Category of Gaseousness (Only for
Coal Mining, Others may write)
: NA
h. Average Gradient (Degree) : NA
i. Maximum Thickness of Seams
(meters) (Only for Coal Mining,
Others may write)
: NA
j. Mining Method (Opencast /
Underground / Mixed (Opencast +
Underground) / Adit
: NA
k. Life of Mine (Years) : NA
6 Details of beneficiation (including crushing / screening/others)
a. Whether it is proposed to install
crusher within the mining lease area
(Yes/No)?
: NA
b. No. of crushers : NA
c. Details of crusher (Multiple entries
allowed)
: NA
Crusher ID Capacity (in TPH) Remarks
- - -
d. Whether it is proposed to install
beneficiation plant / Coal washer
within the mining lease area
(Yes/No)?
: NA
If yes, : NA
e. Beneficiation / washing Technology : NA
18
f. Capacity : NA
7 Details of Seams if applicable
a. No. of Seams : NA
b. Thickness of seams to be worked on : NA
c. Maximum Thickness of seams
(meters) (if, may write NA)
: NA
8 Details of Mining Lease
a. Details of Mining Lease : NA
b. Upload Letter of Intent (Upload pdf
only)
: NA
c. Date of Execution of Mining Lease
with Reference Number
: NA
d. Validity of Mining Lease : NA
e. Upload Copy of Executed Lease
deed valid as on Date (Upload pdf
only)
: NA
f. Earlier Renewals (Multiple Entries
allowed)
: NA
Uploaded Copy of Earlier Lease Date of Renewal
- -
9 OB (Over burden) Management (Only if Mining Method: Opencast
a. Details of External Dumps :
i) No. of OB Dumps : NA
ii)Total Area (in Hectare) : NA
iii) Height (in meter) : NA
iv) Quantity (in Million Cubic meter) : NA
v) No. of year back fill up : NA
b. Details of Internal Dump
i) No. of Internal Dumps : NA
ii)Total Area (in Hectare) : NA
iii) Height (in meter) : NA
iv) Quantity (in Million Cubic meter) : NA
10 Details of Topsoil Management
a. Quantity of topsoil excavated during
the entire life of the mine (in million
cubic meter)
: NA
b. Quantity of topsoil proposed for
utilization for reclamation during the
entire life of the mine (in million
cubic meter)
: NA
c. Quantity of topsoil proposed for
utilization for other activities during
the entire life of the mine (in million
cubic meter)
: NA
11 Detail of Final Mine Void (Only if Mining Method: Opencast)
a. Area (in Hectare) : NA
b. Depth (in meter) : NA
c. Volume (in cubic meter) : NA
12 Details of Quarry (Only if Mining Method: Opencast)
a. Final Void of (hectare) : NA
b. At a depth of (meter which is
proposed to be converted into a
Water Body)
: NA
19
c. Total Quarry Area (ha) : NA
13 Details of Transportation
a. In Pit/Underground to Surface : NA
b. Surface to Siding/Loading : NA
c. Transportation / Conveyor Details : NA
14 Details of Land Usage (pre Mining)
Land Use Within ML Area (hectare) Outside ML Area (Hectare) Total
Agriculture Land - - -
Forest Land - - -
Waste Land - - -
Grazing Land - - -
Surface Water Bodies - - -
Settlements - - -
Others (Specify) - - -
15 Details of Transportation
a. In Pit/Underground to Surface : NA
b. Surface to Siding / Loading : NA
c. Transportation / Conveyor details : NA
16 Details of Land Usage (Pre Mining)
Land Use Within ML Area (Hectare) Outside ML Area (Hectare) Total
Agriculture Land - - -
Forest Land - - -
Waste Land - - -
Grazing Land - - -
Surface Water Bodies - - -
Settlements - - -
Others (Specify) - - -
17 Details of Land Usage (Post Mining)
Land Use Plantation Water Body Public Use Others
Excavation / quarry - - - -
Top soil storage - - - -
External OB dumps - - - -
Internal OB dumps - - - -
Roads - - - -
Built Up Area
(Colony/Office) - - - -
Green Belt - - - -
Virgin Area - - - -
Other - - - -
Total - - - -
18 Details of Reclamation (Only if Mining: Opencast) Total Afforestation Plan shall be
Implemented Covering of Mining. This will include:
a. External OB dump (in hectare) : NA
b. Internal dump (in hectare) : NA
c. Quarry (in hectare) : NA
d. Safety Zone (in hectare) : NA
e. Final Void of (in hectare) : NA
f. At a depth of (meter which is
proposed to be converted into a
Water Body)
: NA
g. Density of Tree Plantation per ha (in
no.)
: NA
20
h. Others in ha (such as Excavation
Area Along with ML Boundary,
along roads and Infrastructure,
embankment area and in township
located outside the Lease etc.)
: NA
i. Total Afforestation plant (in hectare) : NA
19 Status of Progressive Mining Closure Plan (For Expansion Projects only)
a. Implementation of Various Activities
as per approved progressive mine
closure plan (in bar chart) (pdf)
(Upload pdf only)
: NA
b. Any deviation from the approved
progressive mine closure plan
: NA
c. Total Area Excavated (in hectare) : NA
d. Total Area Backfilled after
excavation (in hectare)
: NA
e. Total Area Reclaimed (in hectare) : NA
20 Actual Coal /Ore Production is sanctioned capacity since inception (multiple entries allowed)
Financial
year
Sanctioned
capacity as per
EC (MTPA)
Sanctioned
capacity as
per CTO
Sanctioned
capacity as per
approved mining
plan
Actual
Productio
n
Excess production
beyond the EC / CTO /
Mining Plan Sanctioned
Capacity (MTPA)
- - - - - -
II Whether proposal is for Thermal Project (including captive power plant and Waste Heat Recovery
Plant) (Yes/No)?
If yes,
1 Specifications of the Plant
a. Technology proposed (supercritical,
sub critical, CFBC, AFBC, PFBC,
IGCC, Incineration, Pyrolysis,
Gasification, Bio methnation,
Others)
: NA
b. Plant load factor (%) : NA
c. Station Heat Rate (Kcal/KwH) : NA
d. Steam Rate/Flow rate : NA
e. Boiler temperature : NA
f. Boiler pressure : NA
g. Type of Stack (Single flue / bi flue /
Tri flue)
: NA
h. No. of Stacks : NA
-
2 Details of fuel linkage (please specify if multiple linkages are involved)
a. Type of linkage (Linkage / fuel
supply agreement / e auction / MoU /
LOA / Captive / Open market /
Others
: NA
b. Quantity of linkage granted : NA
c. Date of linkage : NA
d. Duration of linkage : NA
3 Details of Transportation of fuel
Details / Mode Distance (km) Quantity (TPA)
Rail - -
Road - -
Pipeline - -
21
Conveyor - -
Other mode (please specify) - -
4. Details of Fuel Characteristics
a. Gross Calorific Value (Kcal/Kg) : -
b. Ash content (%) : - c. Sulphur content (%) : - d. Moisture (%) : - e. Mercury (mg/kg) : - f. Fixed Carbon (%) : - g. Volatile Matter (%) : - 5. Details of Cooling system
: Type of cooling system: air
cooled/water cooled
: NA
: Type of draft: Natural draft/forced
draft
: NA
: Type of air circulation: Parallel
flow/counter flow
: NA
: Cycles of cooling (COC): : NA
: Water requirement for cooling
(m3/day):
: NA
: Boiler blow down temperature : NA
III Whether proposal is for river valley &
hydroelectric project (Yes/No)?
:
If yes,
1. Sub sector: (Multipurpose project /
hydroelectric project / irrigation project)
: NA
2. Name of the river : NA
3. Whether cumulative impact assessment
and Carrying capacity study of river basin
carried out? (Yes/No)
: NA
If yes
a. Status of cumulative Impact
assessment and Carrying capacity
study of river basin: (Recommended
/ not recommended
: NA
b. Details of cumulative impact
assessment and carrying capacity
study of river basin
: NA
c. Upload relevant document (upload
pdf only)
: NA
4. Type of project: (Construction of dam
barrage / run of the river / lift irrigation
scheme)
: NA
5. Dam Height (meter) if applicable : NA
6. Dam length (meter) if applicable : NA
7. Total submergence area (hectare) : NA
8. Details of gross command area (GCA)
(hectare)
: NA
9. Details of irrigable command area (ICA)
(hectare)
: NA
10. Details of Culturable command area
(CCA) (hectare)
: NA
11. Total command area (hectare) : NA
12. Powerhouse installed capacity : NA
22
a. Type of powerhouse:
(underground/surface)
: NA
b. Capacity (megawatts) : NA
c. No. of tunnels : NA
d. No. of units : NA
e. Bank of river: (Left/right/both) : NA
13. Generation of electricity annually
a. Quantity of generation of electricity
annually (in Giga watt hours
(GWH))
: NA
b. Water availability at various
percentages
: NA
Percentage Water availability (Cusecs) Dependable year Remarks
At 50% - - -
At 75% - - -
At 90% - - -
c. Machine Availability (%) : NA
d. Cost of electricity generation (in
INR)
: NA
e. Internal rate of return (%) : NA
f. Year of achievement of internal rate
of return
: NA
14. Catchment area treatment plan (Upload
PDF)
: NA
15. Muck Management Plan : NA
a. Upload Muck Management Plan in
: NA
b. Total Excavation Muck (Cubic
meter)
: NA
c. Utilized for construction (cubic
meter)
: NA
d. No. of Muck disposal sites : NA
e. Total muck disposal area (Ha) : NA
16. Fishery development and management
plan in PDF
:
a. Upload Fishery Development and
Management Plan in PDF
: NA
b. No. of Fingerlings : NA
c. No. of Fish Species : NA
d. Name of the umbrella fish species
(scientific name)
: NA
17. Status of Environmental Flow
Season Average inflow (in million cubic meter) Percent of flow
Lean - -
Non Lean - -
Monsoon - -
Non Monsoon - -
18. Free Flow Stretch (km) : NA
19. Approval of Central Water Commission : NA
a. Approval Reference No. : NA
b. Date of Approval : NA
c. Upload Copy of Approval (Upload
pdf only)
: NA
20. Approval of Central Electricity Authority
23
a. Approval Reference No. : NA
b. Date of Approval : NA
c. Upload Copy of Approval (Upload
pdf only)
: NA
21. Details of Coffer Dam (upstream) if applicable
a. Quantity of the material (m3) : NA
b. Length of the dam (m) : NA
c. Quantity of muck to be used (m3) : NA
d. Quantity of borrow material to be
used (m3)
: NA
e. Decommissioning plan (upload in
PDF)
: NA
22. Details of Coffer Dam (downstream) if applicable
a. Quantity of the material (m3) : NA
b. Length of the dam (m) : NA
c. Quantity of muck to be used (m3) : NA
d. Quantity of borrow material to be
used (m3)
: NA
e. Decommissioning plan (upload in
PDF)
: NA
IV Whether the proposal is Infrastructure
projects (Yes/No)
: Yes Infra II Proposed Installation of CETP
If Yes?
1 Details of Buildings Construction
a. Maximum Height of the Building
(Meters)
: NA
b. Total No. of flats to be built : NA
c. No. of buildings : NA
d. Total plot area (sq.m.) : NA
e. Total built up area (sq.m.) : NA
2 Foreshore facilities and/or marine disposal
a. Whether Project involves foreshore
activities and/or marine disposal
(yes/no)?
: NA
If Yes.
b. Upload shoreline study (upload pdf
only)
: NA
c. Type of cargo : NA
d. Quantity of cargo : NA
e. Control measures of cargo : NA
f. Dust Control Measures : NA
g. Quantum : NA
h. Quantity of dredging (Cubic meter
per day)
: NA
i. Type of dredging (Capital,
maintenance)
: NA
j. Disposal of dredge material : NA
k. Details of outfall diffusers : NA
m. No. of dilution expected : NA
n. Distance at which the outlet will
reach ambient parameters
: NA
o. Details of monitoring at outfall : NA
p. Copy of NoC from PCB in case of
Marine disposal (Upload pdf only)
: NA
24
3. Rain Water Harvesting
a. No. of storage : NA
b. Capacity : NA
c. No. of recharge : NA
d. Capacity : NA
4. Parking
a. Details of 4 wheeler/ 2 wheeler
parking
: NA
5. Energy Saving Measures
a. Source/Mode : NA
b. Percentage : NA
c. Quantity : NA
6. Others Details
a. Details of impact on water bodies
and drainage patterns of catchment
area, if any
: NA
b. Details of Traffic Density Impact
Assessment and Modelling Study
(Upload pdf only)
: NA
c. In case of Underground Tunnel
projects below the Forest Land
Subsidence Impact Study report
(Upload pdf only)
: NA
7. Type of Industries to be established with industrial estate as per their category A/B
SI. No. Type of Industry No. of Units Category A/B
1 Small Pulp & Paper (Pulp manufacturing from waste paper and paper manufacturing from waste paper pulp and other ready pulp)
Textile industries(Spinning & weaving)
Food & Spice Industries
Starch, Glucose and related product
Pharma industries
Synthetic Soap and detergent industries
Automobile assembling and servicing
Food & Spice industries
Bakery And Confectioner unit
Others under B cat
- B
8. Length of the alignment in case of
highway projects
: NA
9. Details bridges / ROB / interchanges, flyovers, vehicle underpass and pedestrian underpass (in
case of Highway Projects)
a. Total No. of Bridges : NA
b. Total No. of ROB : NA
c. Total No. of Interchanges : NA
d. Total No. of Flyovers : NA
e. Total No. of Vehicle Underpass : NA
25
f. Total No. of Pedestrian Underpass : NA
g. Details of others utilities rail and
road corridors
: NA
36 Details of court cases if any
a. Whether there are any court cases pending
against the project and/or land in which
the project is proposed to be set up
(Yes/No)?
: NA
b. Name of the Court (Districts Court / High
Court / NGT / Tribunals / Supreme Court
of India)
: NA
If name of court: (District Court, High
Court, NGT, Tribunals)
: NA
c. Nam of the sub court : NA
d. Case No. : NA
e. Orders / Directions of the court, if any
and its relevance with the proposed
project
: NA
f. Case details : NA
g. Upload Court Order if any (upload pdf
only)
: NA
37 Details of direction issued under Environment (Protection) Act / Air (Prevention & Control of
Pollution)) Act / Water (Prevention & Control of Pollution Act (Yes/No)?
a. Whether any direction issued under
Environment (Protection) Act / Air
(Prevention & Control of Pollution)) Act /
Water (Prevention & Control of
Pollution) Act (Yes/No)?
: NA
If yes,
b. Details of directions issued under
Environment (Protection) Act / Air
(Prevention & Control of Pollution)) Act /
Water (Prevention & Control of
Pollution) Act
: NA
c. Upload copy of directions issued under
Environment (Protection) Act / Air
(Prevention & Control of Pollution)) Act /
Water (Prevention & Control of
Pollution) Act
: NA
d. Compliance status of the directions : NA
38 Details if EIA Consultant
a. Have you hired Consultant for preparing
document (Yes/No)?
: Yes
If No. :
(i) Reason for not engaging the consultant : Accredited consultant
If Yes, :
(i) Accreditation No. : Certificate No. NABET/EIA/1720/RA 0075
(ii) Name of the EIA Consultant : MITCON Consultancy and Engineering Services
Limited
(iii) Address : Behind DIC Office, Agri College Campus,
Shivajinagar, Pune – 411 005, Maharashtra
(INDIA)
(iv) Mobile No. : 9665043400
(v) Landline No. : 020-66289400, 404, 406
26
(vi) Email ID : [email protected]
(vii) Category of Accreditation (Eligible
for Category A / Eligible for Category B)
: Category B
(viii) Sector of Accreditation : 3 - River Valley projects
4- Thermal power plants
7- Mineral beneficiation
8- Metallurgical industries (ferrous & non-ferrous)
9 - Cement plants
21 - Synthetic organic chemicals industry (dyes & dye
intermediates; bulk drugs and intermediates excluding
drug formulations; synthetic rubbers; basic organic
chemicals, other synthetic organic chemicals and
chemical intermediates)
22- Distilleries
24 - Pulp & paper industry excluding manufacturing of
paper from wastepaper and manufacture of paper from
ready pulp without bleaching
25 – Sugar Industry
28 - Isolated storage & handling of Hazardous
chemicals (As per threshold planning quantity indicated
in column 3 of schedule 2 & 3 of MSIHC Rules 1989
amended 2000)
33- Ports, harbours, break waters and dredging
34 - Highways
36 - Common Effluent Treatment Plants (CETPs)
37 - Common Municipal Solid Waste Management
Facility (CMSWMF)
38 - Building and construction projects
39 - Townships and Area development projects
(ix) Validity of Accreditation : 17.03.2020
(x) Upload Certificate of Accreditation
certified by QCI/NABET (Upload pdf
only)
: Attached as Annexure 8
39 Documents to be attached
I If Project Type is New / Expansion / Modernization / One time capacity expansion for coal mining:
a. Upload Copy of EIA/EMP Report : NA
b. Upload copy of Risk Assessment Report : NA
c. Upload copy of Feasibility report
/Detailed project report (DPR) / Detailed
engineering report /Detail Conceptual
report / Approved mining plan (in case of
mining proposals) (Upload PDF only)
: NA
d. Upload Copy of Final Layout Plan
(Upload PDF only)
: NA
e. Upload cover letter (Upload PDF only
and attach it as Annexure-document of
Cover letter)
: NA
f. Upload a copy of documents in support of
the competence/authority of the person
making this application to make
application on behalf of the User Agency
(Upload PDF only and attach it as
Annexure-authorization)
: NA
g. Upload copy of District Survey report (for
mining of minor minerals only)
: NA
27
h. Upload copy of Replenishment study
report & baseline Survey data ( for river
sand mining proposals only)
: NA
i. Upload Additional File, if any (Upload
PDF only)
: NA
II If Project Type is other than New / Expansion / Modernization / One time capacity expansion for
coal mining:
a. Upload Copy of Feasibility report/
Detailed project report(DPR)/ Detailed
Engineering Report/ Detailed Conceptual
Plan (Upload PDF only)
: NA
b. Upload Copy of Final Layout Plan
(Upload PDF only)
: NA
c. Upload cover letter (Upload PDF only
and attach it as Annexure document of
Cover letter)
: NA
d. Upload a copy of documents in support of
the competence/authority of the person
making this application to make
application on behalf of the User Agency
(Upload PDF only and attach it as
Annexure authorization)
: NA
e. Upload Additional File, if any (Upload
PDF only)
: NA
f. Upload Updated Form I (Upload PDF
only)
: NA
40. Undertaking
a. I hereby give undertaking that the data and information given in the application and enclosures are
true to the best of my knowledge and belief and I am aware that if any part of the data and
information found to be false or misleading at any stage, the project will be rejected and clearance
given, if any to the project will be revoked at our risk and cost. In addition to the above I hereby give
undertaking that no activity/ Construction/ Expansion has since been taken up
b. Name : Vikram Jeet
c. Designation : Deputy Manager Project
d. Company : The Himachal Pradesh State Industrial
Development Corporation Ltd
e. Address : New Himrus Building, Shimla-171001
Tel. 2624751, 2624752, 2624754, 2625422
Fax No. 0177-2624278
Email: [email protected]
.,'
To
F.No.10-25/2015-IA.1II
Government of India
Ministry of Environment, Forest & Climate Change
(IA.III Section)
Indira ParyavaranBhawan,
Aliganj, JorBagh Road,
New Delhi - 3
Dated: 29th February, 2016
Shri Chetan Sharma
General Manager
The Himachal Pradesh State Industrial Development Corporation Ltd.
New Himrus Building, Shimla - 171001
E-mail: [email protected]; fax.: 0177-2624278
Sub: Common Effluent Treatment Plant (CETP) of 5 MLD at Khasra No.
1244,1257,1263,3214/1265,3215/1265,1432,1433,1434,1435 Kita -9,2832 of Village
Pandoga, Tehsil Haroli, District Una (HP) by Himachal Pradesh State Industrial
Development Corporation Limited Terms of Reference (ToR) reg.
Sir,
Ref.: Your online proposal no. IA/HP/MIS/30340/2015 dated 27.08.2015.
Kindly refer your online proposal no. IAlHP/MIS/30340/2015 dated 27.08.2015 alongwith
project documents including Ferm-I, Pre-feasibility Report and draft 'Terms of Reference' as per
the EIA Notification, 2006. It is noted that proposal is for setting up of Common Effluent
Treatment Plant (CETP) of 5 MLD at Khasra No. 1244,1257, 1263,3214/1265,3215/1265,1432,
1433,1434,1435 Kita -9,2832 of Village Pandoga, Tehsil Haroli, District Una (HP) by Himachal
Pradesh State Industrial Development Corporation Limited.
2. Draft Terms of Reference (TOR) have been discussed and finalized by the 153rd and 2nd
Expert Appraisal Committee (Infrastructure -2) held during 18th- zo" November, 2015 and zo"
- 21st
January ,2016 respectively for preparation of EIAIEMP report. The Committee prescribed
the following TOR in addition to Standard TOR provided at Annexure-1 for preparation of EIA-EMP report :
i.
ii.Importance and benefits of the project.
A chapter on Quantification and Characterization of inlet characteristic includingmethodology adopted.
Process flow diagram of the proposed CETP.
Layout plan of CETP
Cost of project and time of completion.
Area earmarked for CETP.
Method for conveyance of effluent from the individual industrial unit to CETP.
Reuse and Recycle option of treated effluent.
Disaster Management Plan.
Layout plan of proposed Greenbelt.
Status of court case pending against the project.
iii.
iv.
v.
vi.
vii.
viii.
ix.
x.
xi.
~Page 1 of 3
Page 2 of 3
xii. A tabular chart with index for point wise compliance of above TORs.
xiii. Public hearing to be conducted and issues raised and commitments made by the
project proponent on the same should be included in EIAIEMP Report in the form
of tabular chart with financial budget for complying with the commitments made.
3. These TORs' should be considered for the preparation of EIA 1 EMP report for setting
up of Common Effluent Treatment Plant (CETP) of 5 MLD at Khasra No. 1244,1257,
1263,3214/1265, 3215/1265,1432, 1433,1434,1435 Kita -9,2832 of Village Pandoga, Tehsil
Haroli, District Una (HP) by Himachal Pradesh State Industrial Development Corporation
Limited in addition to all the relevant information as per the 'General Structure of EIA' given in
Appendix III and IliA in the EIA Notification, 2006. The EIAIEMP as per TORs should be
submitted to the Chairman, HP Pollution Control Board, (SPCB) for public consultation. The
SPCB shall conduct the public hearing/public consultation as per the provisions of EIA
notification, 2006.
4. You are requested to kindly submit the final EIAIEMP prepared as per TORs and
incorporating all the issues raised during Public Hearing 1 Public Consultation to the Ministry for
considering the proposal for environmental clearance within 3 years as per the MoEF O.M. No.
J-11013/41/2006-IA.1I (I) dated 8th October, 2014.
5. The consultants involved in the preparation of EIAIEMP report after accreditation with
Quality Council of India 1 National Accreditation Board of Education and Training (QCI/NABET)
would need to include a certificate in this regard in the EIAIEMP reports prepared by them and
data provided by other Organization(s)/Laboratories including their status of approvals etc,
~J=~--(K~Singh)
Scientist 'D'Copy to:
1) The Addl. Principal Chief Conservator of Forests (Central), Regional Office (Northern
Zone), Bay No.24-25, Sector 31-A, Dakshim Marg, Chandigarh-160030.
2) The Chairman, Himachal Pardesh State Pollution Control Board, Him Parivesh, Phase-III,
New Shimla-171009, Himachal Pradesh (INDIA)
J
Annexure-l
7(h): TERMS OF REFERENCE FOR CONDUCTING ENVIRONMENT IMPACT ASSESSMENT STUDY FOR
COMMON EFFLUENT TREATMENT PLANTS (CETPs) INFORMATION TO BE INCLUDED IN EIA/EMP
REPORT
i. Reasons for selecting the site with details of alternate sites examined/rejected/selected on
merit with comparative statement and reason/basis for selection. The examination should
justify site suitability in terms of environmental angle, resources sustainability associated with
selected site as compared to rejected sites. The analysis should include parameters considered
along with weightage criteria for short-listing selected site.
ii. Details of the land use break-up for the proposed project. Details of land use around 10 km
radius of the project site.
iii. Details of member units, its production capacity, waste generation, characteristic and details of
primary treatment provided by the member units.
iv. Details on present treatment and disposal systems
v. Details of effluent collection system from member units level.
vi. Examine and submit details of inlet characteristics.
vii. Details of the CETPwith design parameters. Layout plan of CETP.And open spaces.
viii. Details of the adequate power back up facility, to meet the energy requirement in case of
power failure from the grid.
ix. Details of the usage of treated effluent for green belt development and horticulture.
x. Submit a copy of MoU made between the Member units.
xi. Details of storage facility available at the CETP.
xii. Examine and submit details of sludge / solid waste generated and method of disposal.MoU in
this regard.
xiii. Details of water requirement, source and water balance chart.
xiv. Details of green belt
xv. Details of performance monitoring, lab facility with technical persons
xvi. Details of water meters for inflow and outflow monitoring etc
***
Page 3 of 3
Public Consultation
Public hearing (consultation) was conducted on 03.01.2017 at project site.
Glimpses of Public Hearing
Proceeding of the Public Hearing
Annexure 5
Ground Water Quality Analysis Results
Sr. Description Unit Project Site Ispur Nichala Panduga Daulatpur Chak Harnoli Bachholi Kharkan
1 pH -- 6.78 7.2 7.26 7.02 6.86 6.75 6.91
2 Temperature OC 25 25 25 25 25 25 25
3 Color Hazen <5 <5 <5 <5 <5 <5 <5
4 Odour -- Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable
5 Conductivity µmhos/cm 450 548.2 576 754 703 760 601
6 Turbidity N.T.U. <1 <1 <1.0 <1.0 <1.0 <1.0 <1.0
7 Total Suspended Solids mg/l 2 12 4 5 3 5 5
8 Total Dissolved Solids mg/l 302 468 355 475 448 485 402
9 Alkalinity mg/l 74 124 136 125 92.3 105 78.4
10 Total Hardness (as CaCO3) mg/l 95.95 116.37 120.45 153.12 159.24 144.95 73.49
11 Calcium (as Ca) mg/l 3.2 28.4 27.2 32.5 35.2 31.6 15.3
12 Chlorides (as Cl) mg/l 22.9 22.9 25.9 35.6 27.9 59.8 25.9
13 Sodium(as Na) mg/l 15.8 21 18 35.6 34 42 20
14 Sulphate (as SO4) mg/l <5 12.56 16.25 65.2 25.5 43.6 18.6
15 Magnesium (as Mg) mg/l 9.6 11.1 12.9 17.2 17.2 16.58 8.4
16 Nitrate (as NO3) mg/l <0.1 2.33 1.25 5.33 5.25 5.28 5.8
17 Total Phosphate(as PO4) mg/l <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25
18 Cadmium (as Cd) mg/l <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
19 Total Chromium (as Cr) mg/l <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
20 Lead (as Pb) mg/l <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
21 Zinc (as Zn) mg/l <0.05 <0.05 <0.05 0.26 <0.05 0.25 <0.05
22 Iron (as Fe) mg/l <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
23 Copper (as Cu) mg/l <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04
24 Manganese (as Mn) mg/l <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
25 Oil & Grease mg/l <5 <5 <5 <5 <5 <5 <5
26 Residual Chlorine(as Cl) mg/l <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
27 Ammonical Nitrogen(as NH3) mg/l <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
28 Total Kjeldhal Nitrogen(as N) mg/l 6.25 4.22 6.21 10.14 7.95 9.55 9.82
29 Fluorides (as F) mg/l <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
30 Boron(as B) mg/l ≤ 0.5 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
31 Nickel(as Ni) mg/l <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
32 Phenolic Compound (as C6H5OH) mg/l <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Annexure 6
Soil Analysis Results
Sr. No.
Parameters Unit Project
Site Near Swan
River Ispur
Nichla Panduga
Dualtpur Chak
Harnoli Bachholi Kharkan
01 pH -- 6.70 7.50 6.56 6.10 7.0 6.60 6.80 7.0
02 Conductivity mho/cm 180 160 158 175 165 160 160 150
03 Bulk Density gm/cm3 1.0 1.12 1.0 1.0 1.0 1.12 1.0 1.10
04 Moisture Content at 1050 C % 7.5 8.5 8.2 9.5 8.2 8.6 9.2 8.9
05 Water Holding Capacity % 58 60 59 51 50 55 56 52
06 Organic Carbon % 0.51 0.60 0.30 0.70 0.70 0.58 0.60 0.50
07 Total Nitrogen kg/ha 210 195 175 210 250 200 190 185
08 Organic Matter % 0.86 1.02 0.51 1.15 1.19 0.98 1.02 0.85
09 Phosphorous (as P) Kg/ha 5.60 5.80 9.0 6.30 7.10 7.0 10 8.2
10 Sulfur Kg/ha 17.40 19.5 19 23 21 26 25 20
11 Potassium (as K) Kg/ha 140 150.10 200 165 160 185 180 160
12 Iron (as Fe) mg/kg 21.0 23 18 27.40 30 28.10 25 28
13 Copper (as Cu) mg/kg 1.01 1.75 1.20 1.90 2 1.80 1.60 1.80
14 Zinc (as Zn) mg/kg 0.98 0.5 0.50 0.78 0.70 0.75 0.85 0.80
15 Manganese mg/kg 185 1.80 1.0 1.99 2.10 2.10 2.1 2.0
16 Percentage of Different Components
Sand % 36 30 41 35 38 37 39 41
Silt % 34 36 37 39 37 36 35 38
Clay % 30 34 22 26 25 27 26 21