Compliance of 32th EAC Infra – II meeting dated 2 to 4th July 2018

Item no. 32.4.19 case for Reconsideration for Environmental Clearance (IA/HP/MIS/30305/2015, 10-24/2015-IA-III)

Proposed CETPs - 7MLD project at Kandrori by M/s Himachal Pradesh State

Industrial Development Corporation Limited

The Committee sought following additional information as given below,

i. Submit Public Hearing proceeding duly signed by the District Magistrate-Annexure I

ii. Revised influent standards including BOD and COD- Annexure II

iii. Combined effluent characteristics of the proposed member units-Annexure III

iv. Submit affidavit regarding restriction of member industry as per list given-Annexure

IV

v. Details of process design of CETP to be submitted-Annexure V

vi. Effort should be made to recycle/ reuse the entire treated effluent. Detailed action

plan to be submitted- Annexure VI

vii. 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 VII

viii. Submit Form-2 (Application for prior Environmental Clearance) as per MoEFCC’s OM

No. 22-8/2018-IA-III dated 20th April, 2018. Annexure VIII

Providing above information in subsequent attachments.

Hemangin

Typewritten Text

Public Hearing proceeding duly signed by the District Magistrate-Annexure I

Scanned by CamScanner

www.oxybeesolutions.com

OXYBEE SOLUTIONS

Effluent Characteristics of the proposed industrial unit

S.n Parameter Textile Food & Spice

Bakery & confectionary

Synthetic Detergent

Pharma(Ayurvedic & Homeopathic

Automobile assembling & services

Combined

1 PH 7.5 7 6.5 9 7.5 7.5 7.5

2 TSS 4000 3000 4000 6000 6500 400 4260

3 Volumetric loading KLD

700(10%)

1750(25%)

350(5%) 1050(15%) 2100(30%) 1050(15 %) 7000

4 Avg. COD mg/l 10000 15000 6000 8500 10000 1300 9070

5 Avg. BOD mg/l 3200 3800 2200 3200 3800 350 3052

6 Avg. TDS mg/l 9000 5000 5000 800 4500 2500 4245

7 O & G 40 80 650 900 180 20 248.5

Address: G- 18, Rock Enclave, Opp. Joy Ice Cream, Charkop, Kandivali (west), Mumbai – 400067. Ph:-022067708934/33 E-mail: accounts@oxybeesolutions.com Branch Office: Office no -24, First Floor, Lotus Plaza, Vaibhawkhand,Indirapuram, Ghaziabad. Ph. - 0120-4136699, E-mail: accounts@oxybeesolutions.com

www.oxybeesolutions.com

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

REJECT

REJECT

RAW EFFLUENT SCREENING

EFFLUENT COLLECTION CUM

EQUALIZATION TANK

PRIMARY CLARIFIER, GRIT

REMOVAL UNIT

ULTRAFILTRATION

FILTERs (MGF & ACF)

FINAL COLLECTION (CAN BE USED FOR

GARDENING)

OIL & GREASE TRAP

Oxylite

disinfect

ion

system

AERATION PROCESS

SECONDARY & TERTIARY

CLARIFIER

RO SYSTEM

SLUDGE HOLDING

TANK/SDB

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 settlable 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% settleable 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 buildup 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 orblackwater treatment system

achieving high removal of organic pollutants.Wastewater enters the reactor from the bottom, and flows

upward. A suspended sludge blanket filters and treats the wastewater as thewastewater flows through

it. Bacteria living in the sludge break downorganic 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.

FILTRATION PROCESS(UF AND RO SYSTEM):-Membrane filtration can replace the

clarification, coagulation and flocculation steps of the water treatment process. Also, depending on the

pore size of membrane, filtration replace the initial disinfection step as well. Note that chlorination will

always be required in order to maintain disinfection beyond the water treatment plant. Membrane filters

typically consist of series of hollow polymer tubes inserted into the water. A vacuum process sucks the

water through the pores on the sides of tubes, removing the particles larger than the pore size. The

filtered water usually proceeds to the disinfection step, while the dirty water containing the filtered

solids is back-flushed from the system. This is a typical membrane process; however, the process

depends on the type and manufacturer of the membranes used.There are four varieties of filtration :-

Microfiltration only removes bacteria and cysts, but not viruses, it is not suitable as a

disinfection step, but rather its main use is in particulate removal.

• Ultrafiltration can be classified as both a clarification and initial disinfection step since it will

remove all microorganisms. Chlorination will still be required in order to maintain a residual.

• Nanofiltration is designed to remove multivalent cations such as calcium, iron and magnesium as

well as disinfection and clarification. Chlorination will still be required in order to maintain a

residual. Nanofiltration is a replacement for conventional iron and manganese removal methods

such as greensand filtration.

• Reverse-osmosis membranes are designed for salt removal especially as applied to seawater

sources. Their use for small-scale water treatment processes is currently limited. Chlorination will

still be required in order to maintain a residual.

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

methanogenicbacteria. d) The gas generated from the digester is led to the flare stackthrough 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 theaeration 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

c) Sand filtration removes much of the residual suspended matter. Filtration over activated carbon, also called carbon adsorption, removes residual toxins.

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

PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

OXYBEE SOLUTIONS

1.0 PROCESS DESIGN & SIZING CALCULATIONS FOR 7 MLD CETP FOR KANDROORI KANGRA

1 DESIGN BASIS

1.1 FLOW

Flow Rate 7 MLD

292 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 70000 Kg/day

2.0.0. PRIMARY TREATMENT UNITS

Inlet Sump

Flow, M^3/hr 292 M3/hr

Hydraulic Retention Time ,Hr 2

Volume, V: M^3 588 M3

Desired SWD, M 2 M

Length 21 M

Width of Sides, M 14 M

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

No. of Mechanical Screens 1 Nos.

Flow Rate 292 M3/hr

MOC SS 304

Size 1.5x1.0 M

Design Flow in each Screen 292

m3/hr

Address: G- 18, Rock Enclave, Opp. Joy Ice Cream, Charkop, Kandivali (west), Mumbai – 400067. Ph:-022067708934/33 E-mail: accounts@oxybeesolutions.com Branch Office: Office no -24, First Floor, Lotus Plaza, Vaibhawkhand,Indirapuram, Ghaziabad. Ph. - 0120-4136699, E-mail: accounts@oxybeesolutions.com

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 175 M3/hr

Quantity 3(2W+1SB) 3 Head, MWC 10.00-15.00 M

Material of Construction CI

www.oxybeesolutions.com

9 EQUALIZATION TANK

Flow, 292 M3/hr

Hydroulic Retention time 6.5 Hrs

Volume, V: M^3 1925 M3

Desired SWD, M 3.5 M

Length/ Width 25x22 M

MOC RCC

QUANTITY 1 No

10 RECATION CHAMBER STAGE 1for coagulation ,flocculation

Flow, 292 M3/hr

Hydroulic Retention time 2.5 Min

Volume, V: M^3 37.5 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 292 M3/hr

Hydroulic Retention time 2.6 Hr

Volume, V: M^3 763 M3

Desired SWD, M 3 M

Dia/Height 18x3 M

MOC for Screen RCC

QUANTITY 1 No

12 RECATION CHAMBER STAGE 2for coagulation ,flocculation

Flow, 292 M3/hr

Hydroulic Retention time 2.5 Min

Volume, V: M^3 37.5 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 292 M3/hr

Hydroulic Retention time 2.6 Hr

Volume, V: M^3 763 M3

Desired SWD, M 3 M

Dia/Height 18x3 M

MOC for Screen RCC

QUANTITY 1 No

14 BUFFER TANK

Flow, M^3/Sec 292 M3/hr

Hydroulic Retention time 5 Hr

Volume, V: M^3 1452 M3

Desired SWD, M 3 M

Length/Width 22x22 M

MOC for Screen RCC

QUANTITY 1 No

15 UASB TANK

INLET COD 2500 Mg/lt

LOADING 17500 Kg/Day

COD REDUCTION 70 %

OLR(ORGANIC LOADING RATE) 3.5 KG

COD/M3/DAY

VOLUME 3462 M3

HEIGHT 10 M

DIA 21 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

DRAIN WIDTH 200 MM

SUPPORT MOC MSEP

16 AREATION TANK 1

INLET BOD 500

INLET COD 750

LOADING BOD 3500 Kg/Day

BOD REDUCTION 80 %

COD REDUCTION 50 %

VOLUME 9900 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 1575 M3

HEIGHT 4.5 M

FREE BOARD 0.5 M

MOC RCC

17 GAS HOLDING TANK

QUANTITY

1 NO

MOC RCC

VOLUME

200 M3

18 SECONDARY CLARIFIER

Flow 292 M3/hr

Hydroulic Retention time 2.3 Hr

Volume, V: M^3 680 M3

Desired SWD, M 3 M

Dia/Height 17x3 M

MOC RCC

QUANTITY 1 No

19 FILTER FEED TANK

Flow 292 M3/hr

Hydroulic Retention time 0.5 Hr

Volume, V: M^3 174 M3

Desired SWD, M 3 M

Length /Width/Height 10x7x2.5 M

MOC RCC

Quantity 1 No

20 FILTER FEED PUMP

Application To feed the MGF & ACF

Type. Centrifugal

Capacity 175 M3/hr

Quantity 3(2W+1SB) 3 Head, MWC 10.00-15.00 M

Material of Construction CI

21 MGF 2 No

Flow Rate 175 M3/hr

Filtration Velocity 18 Cu/hr/sqm

DIA 3.5 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

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

Shell thickness, mm

0.01 Say 10 mm

Dishend thickness, mm

12 mm. Lining

Inner surface 2 mm thick rubber lining

Outer surface Epoxy

22 ACF 2 No

Flow Rate 175 M3/hr

Filtration Velocity 18 Cu/hr/sqm

DIA 3.5 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

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 115 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

Flow 292 M3/hr

Hydroulic Retention time 5.4 Hr

Volume, V: M^3 1575 M3

Desired SWD, M 5 M

Length /Width/Height 21x15x5 M

MOC RCC

Quantity 1 No

25 TREATED WATER PUMP

Application For Irrigation

Type. Centrifugal

Capacity 175 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

7000

750

500

Desired Tank Volume

for (KL)

3500.00

2.00

7000.00

23.20

22.50

0.80

167624.52

KLD (24Hrs Operation)

mg/l

mg/l

Remark

kg/day

kg

kg/day

%

%

Kg/m3

Air required in Areation Tank 1

Air required in Areation Tank 2

Air required in Equalization tank (2187.5 m3)

Air required in sump tank (588 m3)

Total Air required

6984.36

1396.9

1750

470.4

10601.62605

cum/day

cum/hr

cum/hr

cum/hr

cum/hr

28 AIR BLOWERS FOR A1

Type Twin Type

Capacity 4400 M3/hr

Pressure .55 Kg

Quantity 4 No

29 AIR BLOWERS FOR A2

Type Twin Type

Capacity 1800 M3/hr

Pressure .55 Kg

Quantity 2 No

www.oxybeesolutions.com

Annexure VI: Detailed action plan for Recycle/ reuse the entire treated effluent

1. Total waste water for treatment: 7000 m3

2. Treated water: 6720 m3

3. Loss: Conveyance loss 4 % i.e. 280 m3

Treated water around 6720 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: 350 m3 treated water will be used for irrigation.

Treated water 70 m3 will be used for chemical dosing

Industrial effluent 6999.325 KLD

Total fresh water requirement 0.675 KLD through tanker (@45 per capita for 15 person)

Industrial Effluent 7 MLD

6300 KLD Industrial Effluent (90%) for recycle and reuse

350 KLD (5%) for irrigation

70 KLD (1%) for chemical Dosing

280 KLD (4%) for conveyance Loss

Irrigation Management Plan for Reuse of Treated Water from CETP

Industrial Area Green Belt : 54610.14 SQM. sq.m

CETP Green Belt Area : 11476.41 sq.m.

Total Green Belt : 66086.41 Sq.m.

Total Water required for green belt : 396518.46 lit.

Available Treated Water : 350 KLD (350,000 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 11476.41 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

Sr. No.

Species Name Local Name Habit

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

Industrial area Layout

ANNEXURE VII

PROPOSED COMMON EFFLUENT TREATMENT PLANT (CETP-7 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: 4383 lakhs

CER plan cost: 87.66 lakhs

CER Activity Plan

CER activity 2019-20 (Lacs)

2020-21 (Lacs)

2021-22 (Lacs)

Total (Lacs)

Plantation in nearby area, community plantation

5 3.4 3.4 11.8

Road development 5 5 5 15

Providing solar panels for street lightening 5 5 5 15

Construction roads in the locality 5 5 5 15

Skill development programs 5 3 3 11

Drinking water facilities/storage tanks 3 3 3 9

Free health camps in the area 5 3 3 11

Total 33 27.4 27.4 87.8

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-7 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: hpsidc@rediffmail.com

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. No.2624751, 2624752

d. Pin Code : 171001

e. e-mail : hpsidc@rediffmail.com

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

e. New / Expansion / Modernization /

One Time Capacity expansion (only

for coal mining) / Expansion under

Para 7(ii) / Modernization under Para

: New

2

7(ii) / Change of Product Mix under

Para 7(ii))

4. Location of the Project

a. Plot / Survey / Khasra No. : Malot -490, Bari -221/172/3, Kandrori -429/1,430/4,430/5

b. Village : Kandrori c. Tehsil : Indora

d. District : Kangra

e. State : Himachal Pradesh

f. Pin Code : 176402 g. Bounded Latitudes (North)

From : 32°10'45.53"N, 75°40'37.35"E

To : 32°10'39.49"N, 75°40'35.61"E

h. Bounded longitudes (East)

From : 32°10'44.71"N, 75°40'43.92"E

To : 32°10'38.88"N, 75°40'41.52"E

i. Survey of India Topo Sheet No. : 43P/11, 43P/12, 43P/15, 43P/16

j. Upload Topo Sheet File (Upload pdf

only)

: Attached as Annexure 1

k. Maximum Elevation Above Mean

Sea Level (AMSL)

: 317 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) : 5

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.10-24/2015-IA-III dated 29 Feb 2016

c. MoEF&CC /SEIAA File No. : File No.10-24/2015-IA.III

Proposal No: IA/HP/MIS/30305/2015

d. Upload ToR Letter (PDF only) : Annexure 3

7 Details of Public Consultation

a. Whether the Project Exempted from

Public Hearing (Yes/No)?

: No

If Yes,

Reason : -

b. Supporting Document (upload pdf

only)

: -

3

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

: 13.01.2017

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 : 15.02.2017

k. Venue of Public Hearing : Project site

Village : Malot Bridge village, Dah Kulhara, Industrial area

Kandrori

Tehsil : Indora,

District : Kangra

State : Himachal Pradesh

l. Distance of Public Hearing Venue

from the Proposed Project (km)

: -

m. No. of people attended : 50+

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 : 7 MLD CETP

c. Product : Nil

Product/Activity(Capacity

area)

Quantity Unit Mode of transportation/transmission

of the product

Nil

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)

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 : -

4

(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. 43.83 Crore

b. Funds Allocated for Environment

Management (Capital) (in Lakhs)

: Rs. 2 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. 50/- 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

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

: Yes( Punjab interstate boundary at distance in the 3.87 km W direction form the proposed project).

5

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

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

: 10 Locations

d. Details of AAQ Monitoring (Multiple Entries Allowed)

6

Criteria

Pollutants

Unit Maximum Value Minimum Value 98 Percentile

Value

Prescribed

Standard

PM10 µg/m3 45.3 23.70 - 100

PM2.5 µg/m3 23.5 12.8 - 60

SO2 µg/m3 16.23 5.2 - 80

NOx µg/m3 19.40 9.5 - 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

: 3 Location

h. Details of Surface Water Monitoring (Multiple Entries Allowed)

Attached in Annexure 6

- Parameter: (pH, DO, BOD, COD, other parameter specific to the sector)

i. No. of Ambient Noise Monitoring

Locations

: 10 Locations

j. Details of Noise Monitoring (Multiple Entries Allowed)

Station Name Unit Observation dB (A) 98th Percentile value Standards

Day Time Night Time Day Time Night Time

Project

Location dB (A) 48 40

- 75 70

Kandorori dB (A) 58.3 55.6 - 55 45

Naushenra

Nalbandan dB (A) 54 49.4

- 55 45

Balkhor dB (A) 55 45.1 - 55 45

Mangwal dB (A) 51.2 44.3 - 55 45

Dharwal dB (A) 57.1 51 - 55 45

Raja Khasa dB (A) 56.3 53.1 - 55 45

Phulra dB (A) 51.8 49.9 - 55 45

Damtal dB (A) 52.6 43.2 - 55 45

Indora dB (A) 54 44 - 55 45

- 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 7

l. Ground Water Table

i Range of Water Table Pre Monsoon Seasons (Meters Below Ground Level (m bgl)):

From : 1.56 To : 15.44

ii Range of Water Table Post Monsoon Season (Meters Below Ground Level (m bgl)):

From : 0.48

To : 12.30

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

7

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

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 7000 cum/day

b. Total Discharged Water Nil

c. Total Reused Water 6720 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

8

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 : 72 Industrial development

g. Forest : -

h. Mangroves : -

i. Marine area : -

j. Others (Specify) : 3.477 Ha. Allotted for Proposed CETP

Total : -

22 Land requirement for various activities

(Multiple entries allowed) in Ha

The Department of Industries has acquired 72 hectares of Govt. land for development of Industrial area in

Pandoga, The project has earmarked about 34771 sq. m. for CETP

Land Description Area in (Sq.mt) Area in %

Process Area 20932.2 60.19

Ancillary / supporting buildings 177.36 0.51

Storage Area 215.62 0.62

Internal Roads Area 1797.97 5.17

Parking Area 77.36 0.51

Green belt /plantation 11476.41 33.0

Total area 34771 100

- Activity / Facility / Plant / Others include: Main Plant, Township, Greenbelt, Ash pond, Quarry area,

OB dump Area, Safety zone, Tailing pond, Landfill, Water reservoir, De salination 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

PDF

: NA

c. Details of Environmental Sensitivity

Details of Environmental Sensitivity Nam

e

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

9

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) /

Application for Forest Clearance yet

to be Submitted)

: NA

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

10

If yes,

a. Details of Schedule I Species : No

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

: Chhounch river 500 m

b. Direction of Water Bodies in Buffer

Area (North / South / East / West /

North East / North West / South

East / South West)

: W

c. Distance of Water Bodies in Buffer

Area (kilo meters)

: 500 m

31 Manpower Requirement

a. Permanent employment during

construction

: -

b Permanent employment during

operation

: 15 nos.

c Temporary employment during

construction

: 150 nos.

11

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 : 11476.41 sq.m.

ii. Percentage of Total Project Area :

iii. No. of Plants to be Planted : >1700

iv. Funds Allocated for Plantation : Rs. 10/- Lakh

v. Upload Green Belt Plan (Upload

PDF Only)

: Attached Annexure 8

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 Proposed

Industrial area is located near Pathankot which is an industrially

developed town of Punjab State bordering Himachal and a well-

known industrial hub of Punjab. 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

12

will create direct and indirect employment opportunities for

nearly 2300 persons.

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

3) Height of Structure : NA

4) FSI Ratio : NA

13

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

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

14

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

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

15

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

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

16

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

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

17

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

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

18

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

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)

19

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 <80-100 km -

Pipeline - -

Conveyor - -

Other mode (please specify) - -

4. Details of Fuel Characteristics

a. Gross Calorific Value (Kcal/Kg) : 10,800

b. Ash content (%) : 0.01 %

c. Sulphur content (%) : 0.05 – 0.25

d. Moisture (%) : -

e. Mercury (mg/kg) : -

f. Fixed Carbon (%) : 0.3 Carbon residue on 10 percent residue(1)

percent by mass, Max

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

20

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

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

21

a. Upload Muck Management Plan in

PDF

: 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

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

22

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

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

Small Pulp & Paper (Pulp

manufacturing from waste

paper and paper

manufacturing from waste

paper pulp and other ready

pulp)

- All under Cat B as EIA notification

23

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

Other Industries under 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

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

: NA

24

(Prevention & Control of Pollution)) Act /

Water (Prevention & Control of Pollution)

Act

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

(vi) Email ID : eme@mitconindia.com

(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 9

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

25

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

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. b. 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

c. d. Name : Vikram Jeet

e. f. Designation : Deputy Manager Project

g. h. Company : The Himachal Pradesh State Industrial Development

Corporation Ltd

i. j. Address : New Himrus Building, Shimla-171001

Tel. 2624751, 2624752, 2624754, 2625422

Fax No. 0177-2624278

Email: hpsidc@rediffmail.com

Indira ParyavaranBhawan,Aliganj, JorBagh Road,

New Delhi - 3

F.No.10-24/2015-IA.1IIGovernment of India

Ministry of Environment, Forest & Climate Change(IA.III Section)

Dated: zs" February, 2016

ToShri Chetan SharmaGeneral ManagerThe Himachal Pradesh State Industrial Development Corporation Ltd.New Himrus Building, Circular Road,Shimla - 171001

E-mail: hpsidc@rediffmail.com/chetan_hpsidc@rediffmail.com; Fax.: 0177-2624278

Sub: Proposed Common Effluent Treatment Plant (CETP) of 7 MLD at Khasra No. Malot 490, Bari -221/172/3, Kandrori -429/1,430/4,43015 of Village Khandrori, Tehsil Indora, District Kangra(Himachal Pradesh) by Mis Himachal Pradesh State Industrial Development Corporation Limited _Terms of Reference (ToR) reg.

Ref.: Your online proposal no. IA/HP/MIS/30305/2015 dated 25.08.2015.

Sir,

Kindly refer your online proposal no IAlHP/MIS/30305/2015 dated 25.08.2015 alongwith projectdocuments including Form-I, Pre-feasibility Report and draft Terms of Reference' as per the EIANotification, 2006. It is noted that proposal is for setting up of the Common Effluent Treatment Plant (CETP)

I of 7 MLD at Khasra No. Malot 490, Bari -221/172/3, Kandrori -429/1,430/4,430/5 of Village Khandrori, TehsilIndora, District Kangra (Himachal Pradesh) by Himachal Pradesh State Industrial DevelopmentCorporation Limited.

2. Draft Terms of Reference (TOR) have been discussed and finalized by the 153rd and 2nd ExpertAppraisal 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 inaddition to Standard TOR provided at Annexure-1 for preparation of EIA-EMP report :

i. Importance and benefits of the project.ii. A chapter on Quantification and Characterization of inlet characteristic including methodology

adopted.iii. Process flow diagram of the proposed CETP.iv. Layout plan of CETPv. Cost of project and time of completion.vi . Total area earmarked for CETP.vii. Method for conveyance of effluent from the individual industrial unit to CETP.viii. Reuse and Recycle option of treated effluent.ix. Environment Management Planx. Disaster Management Plan.xi. Layout plan of proposed Greenbelt.xii. Status of court case pending against the project.xiii. A tabular chart with index for point wise compliance of above TORs.

~

32-LPage 1 of 3

Page 2 of 3

1.

xiv. Public hearing to be conducted and issues raised and commitments made by the projectproponent on the same should be included in EIAIEMP Report in the form of tabular chartwith 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 theCommon Effluent Treatment Plant (CETP) of 7 MLD at Khasra No. Malot 490, Bari -221/172/3, Kandrori _429/1,430/4,43015 of Village Khandrori, Tehsil Indora, District Kangra (Himachal Pradesh) by HimachalPradesh State Industrial Development Corporation Limited in addition to a" the relevant information as perthe 'General Structure of EIA' given in Appendix "I and "IA in the EIA Notification, 2006. The EIA/EMP asper TORs should be submitted to the Chairman, HP Pollution Control Board, (SPCS ) for publicconsultation. The SPCB shall conduct the public hearinglpublic consultation as per the provisions of EIAnotification, 2006.

4. You are requested to kindly submit the final EIAIEMP report prepared as per TORs andincorporating all the issues raised during Public Hearing 1 Public Consultation to the Ministry for considering

/4tle proposal for environmental clearance within 3 years as per the MoEF a.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 QualityCouncil of India 1 National Accreditation Board of Education and Training (QCIINABET) would need toinclude a certificate in this regard in the EIAIEMP reports prepared by them and data provided by otherOrganization(s)/Laboratories including their status of approvals etc. ,

kL-Copy to:

1. The Addl, Principal Chief Conservator of Forests (Central), Regional Office (Northern Zone), SayNo.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)

(A.N. Singh)Scientist 'D'

7(~J: TERMS OF REFERENCE FOR CONDUCTING ENVIRONMENT IMPACT ASSESSMENT STUDY FOR COMMONEFFLUENT 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 withcomparative statement and reason/basis for selection. The examination should justify site suitability in termsof 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 selectedsite.

ii. Details of the land use break-up for the proposed project. Details of land use around 10 km radius of theproject site.

iii. Details of member units, its production capacity, waste generation, characteristic and details of primarytreatment 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 fromthe 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

Details of water meters for inflow and outflow monitoring etcxvi.

***

Page 3 of 3

Public Consultation

Public hearing (consultation) was conducted on 15.02.2017 at project site.

Glimpses of Public Hearing

Annexure

Ground Water Quality Analysis Results

Sr. Description Unit Damtal Montali Indora Ghaila Kulara Ghandran Kursan

1 pH -- 7.22 7.4 7.68 7.64 7.68 6.78 7.35

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 755 768 788 698 730 740 659

6 Turbidity N.T.U. <1 <1 <1.0 <1 <1 <1.0 <1

7 Total Suspended Solids mg/l 6 6 7 6 4 5 5

8 Total Dissolved Solids mg/l 483 490 489 446 475 468 418

9 Alkalinity(as CaCO3) mg/l 136 146 145 98.36 115.63 105.8 89.5

10 Total Hardness (as CaCO3) mg/l 168.43 165.98 142.91 120.62 141.89 126.52 122.49

11 Calcium (as Ca) mg/l 35.2 35.12 32 27.2 30.4 28.65 28.8

12 Chlorides (as Cl) mg/l 22.9 53.68 59.69 31.9 68.6 69.9 37.9

13 Sodium(as Na) mg/l 25.36 35.45 36.25 28.5 48.6 32 23

14 Sulphate (as SO4) mg/l 17.75 25.8 30.28 22.25 25.8 30.62 8.75

15 Magnesium (as Mg) mg/l 19.6 19.6 15.5 14.9 16.2 13.6 12.45

16 Nitrate (as NO3) mg/l 3.08 1.89 4.43 2.33 4.66 5.22 2.41

17 Total Phosphate(as PO4) mg/l 1.96 <0.25 2.36 <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 0.24 <0.05 <0.05 <0.05 <0.05 <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 6.35 6.74 7.58 5.68 8.65 8.65 6.85

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 <0.05 <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

Table 1: Surface water analysis results

Sr. Description Unit Kandoroli (Choch

Khad) (d/s) Kandoroli (Choch Khad)

(u/s) Kandoroli

Chakki river

1 pH -- 7.12 7.18 7.85

2 Temperature OC 25 25 22

3 Color Hazen <5 <5 <5

4 Odour -- Agreeable Agreeable Agreeable

5 Conductivity µmhos/cm 458 485 498

6 Turbidity N.T.U. <1 <1 <1

7 Total Suspended Solids mg/l 5 7 5

8 Total Dissolved Solids mg/l 305 330 321

9 Alkalinity(as CaCO3) mg/l 95 91 115.25

10 Total Hardness (as CaCO3) mg/l 85.75 104.12 99.01

11 Calcium (as Ca) mg/l 19.2 22.89 19.2

12 Chlorides (as Cl) mg/l 11.9 15.9 13.26

13 Sodium (as Na) mg/l 23 21.8 12

14 Sulphate (as SO4) mg/l 11.87 9.75 12.75

15 Magnesium (as Mg) mg/l 9.2 11.56 12.2

16 Nitrate (as NO3) mg/l 1.56 2.31 3.65

17 Total Phosphate (as PO4) mg/l 1.25 1 2.58

18 Cadmium (as Cd) mg/l <0.05 <0.05 <0.05

19 Dissolved oxygen mg/l 6.4 6.8 6.7

20 Chemical Oxygen Demand mg/l 16 14 20.28

21 Bio-chemical Oxygen Demand mg/l 4.8 4.2 5.1

22 Total Chromium (as Cr) mg/l <0.05 <0.05 <0.05

Sr. Description Unit Kandoroli (Choch

Khad) (d/s) Kandoroli (Choch Khad)

(u/s) Kandoroli

Chakki river

23 Lead (as Pb) mg/l <0.1 <0.1 <0.1

24 Zinc (as Zn) mg/l <0.05 <0.05 <0.05

25 Iron (as Fe) mg/l <0.05 <0.05 <0.05

26 Copper (as Cu) mg/l <0.04 <0.04 <0.04

27 Manganese (as Mn) mg/l <0.05 <0.05 <0.05

28 Oil & Grease mg/l <5 <5 <5

29 Residual Chlorine(as Cl) mg/l < 0.1 < 0.1 < 0.1

30 Ammonical Nitrogen(as NH3) mg/l <0.1 <0.1 <0.1

31 Total Kjeldhal Nitrogen(as N) mg/l 5.22 4.8 6.87

32 Fluorides (as F) mg/l <0.1 <0.1 <0.1

33 Boron(as B) mg/l <0.05 <0.05 <0.05

34 Nickel(as Ni) mg/l <0.02 <0.02 <0.02

35 Phenolic Compound (as C6H5OH) mg/l <0.1 <0.1 <0.1

Annexure 7

Soil Analysis Results

Sr. No.

Parameters Unit Kandroli Damtal Indora Ghaila Kulara Ghandran Kursan Montali

01 pH -- 6.78 7.08 7.80 7.16 7.02 6.80 6.92 7.36

02 Conductivity mho/cm 142 174 266 222 192 272 198 202

03 Bulk Density gm/cm3 1.18 1.13 1.25 1.28 1.22 1.28 1.20 1.25

04 Moisture Content at 1050 C % 9.2 10.1 10.9 9.8 11.08 10.18 10.08 10.8

05 Water Holding Capacity % 59 60 58.4 60.2 59.2 58 56 55.2

06 Organic Carbon % 0.62 1.05 1.22 1.16 0.98 1.12 1.10 0.96

07 Total Nitrogen kg/ha 255 290 266 272 240 270 290 248

08 Organic Matter % 1.07 1.81 1.36 1.32 1.22 1.32 1.08 1.42

09 Phosphorous (as P) Kg/ha 6.36 7.11 7.82 7.28 8.28 7.30 9.20 6.22

10 Sulpher Kg/ha 28 31 33 28 32 38 34 30

11 Potassium (as K) Kg/ha 149 150 195 188 202 198 180 162

12 Iron (as Fe) mg/kg 30.44 22.24 20.46 24.62 28.60 38.40 38.30 16.42

13 Copper (as Cu) mg/kg 2.01 1.82 1.61 3.22 4.20 3.80 3.10 1.84

14 Zinc (as Zn) mg/kg 0.88 1.06 1.08 0.15 0.21 0.28 0.32 0.52

15 Manganese mg/kg 2.22 1.60 4.26 3.26 2.86 4.88 3.26 4.62

16 Percentage of Different Components

Sand % 38 36 34 40 34 37 36 38

Silt % 34 34 30 32 34 30 34 32

Clay % 28 30 36 28 32 33 30 30