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Overview of the Results of Environmental and Industrial Monitoring in 2018 Odoptu-2 (North) Well Site Sakhalin-1 Project Moscow 2019

Overview of the Results of Environmental and Industrial … · 23337-2014, “Noise. Methods for Noise Measurement in Residential Areas and Indoor Premises of Residential and Public

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Page 1: Overview of the Results of Environmental and Industrial … · 23337-2014, “Noise. Methods for Noise Measurement in Residential Areas and Indoor Premises of Residential and Public

Overview

of the Results of Environmental and Industrial Monitoring in 2018

Odoptu-2 (North) Well Site Sakhalin-1 Project

Moscow 2019

Page 2: Overview of the Results of Environmental and Industrial … · 23337-2014, “Noise. Methods for Noise Measurement in Residential Areas and Indoor Premises of Residential and Public

TABLE OF CONTENTS

1 INTRODUCTION ......................................................................................................................................................................2 2 THE RUSSIAN FEDERATION LEGAL FRAMEWORK FOR ENVIRONMENTAL MONITORING ....................................................................3

2.1 ENVIRONMENTAL PROTECTION (GENERAL) .........................................................................................................................3

2.2 ATMOSPHERIC AIR MONITORING .......................................................................................................................................4

2.3 SANITATION AND HYGIENIC CONTROL (MONITORING) ...........................................................................................................4

2.4 ENVIRONMENTAL MONITORING GOAL AND OBJECTIVES ........................................................................................................5

3. SCOPE OF WORK PERFORMED ....................................................................................................................................................5 4 FIELD AND LABORATORY WORK METHODOLOGY .......................................................................................................................6

4.1 FIELD WORK METHODOLOGY ............................................................................................................................................6

4.1.1 Wastewater .............................................................................................................................................6 4.1.2 Groundwater in observation wells ...........................................................................................................6 4.1.3 Potable water ..........................................................................................................................................6 4.1.4 Monitoring groundwater levels in observation wells; ...............................................................................7 4.1.5 Atmospheric air, industrial emissions ......................................................................................................7 4.1.6 Physical factors .......................................................................................................................................7

4.2 FIELD WORK METHODOLOGY ............................................................................................................................................8

5 TEST RESULTS ......................................................................................................................................................................9 5.1 GROUNDWATER MONITORING ...........................................................................................................................................9

5.1.1 Water Table Monitoring ......................................................................................................................... 10 5.1.2 Groundwater quality monitoring ............................................................................................................ 11

5.2 MONITORING OF SUBSOIL AND INTERBED CROSSFLOWS .................................................................................................... 12

5.3 MONITORING OF INJECTED WASTEWATER QUALITY............................................................................................................ 13

5.4 MONITORING OF GRAY WATER QUALITY ........................................................................................................................... 15

5.4.1 Overview of treatment facilities ............................................................................................................. 15 5.4.2 Process characteristics of wastewater treatment facilities .................................................................... 16

5.5 MONITORING OF AIR QUALITY, RESIDENTIAL AREA AIR, AND INDUSTRIAL EMISSIONS .............................................................. 20

5.5.1 Industrial Control of Emissions .............................................................................................................. 20 5.5.2 Atmospheric air monitoring ................................................................................................................... 21 5.5.3 Monitoring of air quality in the residential area. ..................................................................................... 23

5.6 MONITORING OF SANITARY PROTECTION ZONES; .............................................................................................................. 24

5.6.1 Air quality monitoring at SPZ boundary ................................................................................................. 24 5.6.2 Monitoring of intensity of electric component, induction of magnetic component of electromagnetic field

at SPZ boundary .................................................................................................................................. 24 5.6.3 Monitoring of noise level at SPZ boundary............................................................................................ 25

5.7 WASTE DISPOSAL SITE MONITORING ............................................................................................................................... 26

5.8 MONITORING OF POTABLE WATER QUALITY ...................................................................................................................... 27

5.9 TOPSOIL MONITORING ................................................................................................................................................... 30

5.10 MONITORING OF PHYSICAL FACTORS ............................................................................................................................... 31

5.10.1 Lighting Monitoring ................................................................................................................................ 32 5.10.2 Noise impact monitoring ....................................................................................................................... 33 5.10.3 Vibration level monitoring ...................................................................................................................... 35 5.10.4 Monitoring of electromagnetic field generated by personal computers at workplaces .......................... 35 5.10.5 Monitoring of transceiver antenna energy density ................................................................................. 36 5.10.6 Monitoring of thermal radiation level and flare thermal radiation levels ................................................. 37 5.10.7 Monitoring of microclimate parameters ................................................................................................. 38

LIST OF REFERENCES ................................................................................................................................................................. 41 ATTACHMENT A: LIST OF INSTRUMENTS USED FOR WORKPLACE ENVIRONMENTAL MONITORING ......................................................... 42

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1 Introduction

This report describes the results of field and laboratory studies conducted in 2018 in

accordance with the existing industrial environmental and sanitary-hygienic monitoring

program at the Odoptu-2 (North) Well Site (hereinafter referred to as “WS”).

Environmental and industrial monitoring is one of the mandatory components of the

Sakhalin-1 project.

This report summarizes the results of environmental and industrial monitoring work

conducted in 2018 as part of the industrial environmental and sanitary-hygienic monitoring

program.

The main objective of industrial environmental and sanitary-hygienic monitoring is to

ensure the timely collection and availability of reliable information on the environmental and

sanitary status of environment components, both at the facility and in its impact zone, in order

to provide information support and make management decisions related to environmental

protection activities and safe working conditions for personnel.

The main objectives addressed during the implementation of the industrial

environmental and sanitary-hygienic monitoring program are as follows:

Monitoring and evaluation of the state of environment components within the

potential impact area of the facility during the period of operation as compared to the

background conditions or existing regulatory requirements;

Assessment of the effectiveness of environmental protection and sanitary oversight

activities;

Obtaining information that allows to take timely measures to provide personnel safety

and health.

In 2018, the following types of work were performed at the Odoptu-2 (North) WS:

Monitoring groundwater levels in observation wells;

Monitoring groundwater quality in observation wells;

Measuring groundwater levels in wells to monitor the state of subsurface resources

and crossflows between formations;

Atmospheric air monitoring;

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Monitoring of air quality in work areas;

Control of industrial pollutant emissions;

Monitoring of sanitary protection zones;

Monitoring of temporary waste storage sites;

Monitoring of wastewater condition (quality);

Monitoring of workplace lighting.

Laboratory tests and instrument measurements were performed by:

Autonomous Non-Profit Organization (ANO) Sakhalin Hydrometeorology Agency;

Federal Budget Healthcare Institution (FBUZ) Sakhalin Oblast Center for Hygiene and Epidemiology in Okha District;

OOO RN-SakhalinNIPImorneft;

OOO Sakhalin Expert Center;

2 The Russian Federation legal framework for environmental monitoring

2.1 Environmental protection (general)

Environmental monitoring requirements are included in the RF laws and regulations, as

well as in technical codes/standards issued by federal architecture and urban development

authorities, federal agencies in charge of environmental protection, sanitary supervision, civil

defense, emergency prevention and response, land resources and land management,

protection of subsurface resources, water, atmospheric air, and soil, as well as in the technical

codes of other government supervision and oversight authorities, and in the regulations of

constituent entities of the Russian Federation.

The key regulations related to environmental monitoring in the Russian Federation are

included in RF Law No. 7-FZ “On Environmental Protection” of January 10, 2002 in accordance

with the Article 34:

“Siting, design, construction, reconstruction, commissioning, operation, mothballing,

and abandonment of buildings, structures, installations, and other facilities that have

a direct or indirect negative impact on the environment shall be conducted in

compliance with environmental protection requirements. Measures for

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environmental protection, restoration of the environment, sustainable use and

renewal of natural resources, and environmental safety shall be put in place@.

The principal objectives of environmental monitoring are:

Assessment of the state of various environment components that may be exposed

to the man-made impacts from facility operation;

Forecasting potential impacts on ecosystems, and prompt development of measures

to monitor and to minimize potential impact.

2.2 Atmospheric air monitoring

Federal Law No. 96-FZ “On Atmospheric Air Protection" of May 4, 1999, governs air

protection and pollution monitoring.

According to Article 25of this law, “The industrial monitoring of atmospheric air protection

shall be the responsibility of legal entities or individual entrepreneurs, which have sources of

harmful chemical, biological, and physical impact on the atmospheric air, and which shall

appoint persons responsible for industrial monitoring of atmospheric air protection and/or

organize environmental protection services.”

During the course of monitoring, legal entities shall protect atmospheric air in

accordance with the air protection laws of the Russian Federation.

2.3 Sanitation and hygienic control (monitoring)

Sanitation and hygienic monitoring is regulated by RF Law No. 52-FZ “On Sanitary and

Epidemiological Wellbeing of Population” dated March 30, 1999? In accordance with the Article

11 of which the entities and organizations must:

Comply with the requirements of the sanitary legislation and the resolutions and

directives of the officials in charge of federal government sanitary and

epidemiological supervision;

Develop and implement hygiene and disease control measures;

Conduct industrial monitoring, including laboratory analyses and tests, over the

compliance with sanitary and epidemiological requirements and implementation of

disease control (preventive) measures during the performance of work and provision

of services, as well as during the production, transportation, storage, and sales of

products.

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2.4 Environmental monitoring goal and objectives

The goal of environmental monitoring is the oversight over natural environmental

pollution sources, the state of geosystems and their components.

The following objectives are addressed during monitoring:

Timely identification of sources which could potentially have an impact on the natural

environment during operation;

Assessment of the identified changes in the environment, and forecasting of potential

adverse consequences;

Obtaining data on the release of various types of waste into the environment during

construction and operation;

Control over emissions and discharges, identification of situations that may cause

an impact on the environment in order to take the appropriate environmental

protection measures;

Verifying the effectiveness of environmentally sound design solutions and

environmental protection measures on the basis of the monitoring results obtained;

Providing information support to the government authorities in charge of monitoring

the state of the natural environment; verifying compliance with the the regulations,

codes/standards and other similar documents requirements applicable to the state

on natural sites.

3. Scope of work performed

The types and scope of the work performed in 2018 are described in Table 3-1.

Table 3­1. Types and scope of work

Type of work performed Number of monitoring

points Frequency per

Purchase Order

Groundwater level measurements 4 Once a month

Groundwater quality monitoring 4 Once a quarter

Groundwater level measurements 2 Once a month

Groundwater quality monitoring 2 Once a quarter

Monitoring the quality of produced water, drilling waste, and other process waste being injected

1 Once a month

1 Once a quarter

Atmospheric air quality monitoring 4 Once a quarter

Monitoring of air quality in work and living spaces 8 Once a quarter

Instrument-based measurement of pollutant emissions into atmospheric air

8 Once a quarter

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Type of work performed Number of monitoring

points Frequency per

Purchase Order

Monitoring of sanitary protection zones, atmospheric air quality testing

1 Once a quarter

Monitoring of sanitary protection zones, instrument-based studies of physical factor impacts

1 Once a quarter

Instrument-based analyses of atmospheric air at TWSS 2 Once a quarter

Monitoring of temporary waste storage sites - wastewater quality assessment

2 Once a month

Monitoring of borrow pits 3 Once a quarter

Monitoring of borrow pits 3 Once a quarter

Monitoring of borrow pits 3 Once a quarter

Monitoring of borrow pits 3 Once a quarter

Monitoring of gray water quality 4 Twice a month

Monitoring of physical factors - Once a year

(twice a year for microclimate)

4 Field and laboratory work methodology

4.1 Field work methodology

The equipment used for industrial environmental monitoring is described in Attachment

A to this report.

4.1.1 Wastewater

Water sampling was conducted in accordance with the general sample collection and

storage requirements of GOST 31862-2012, “Potable Water Sampling, GOST 31861-2012,

Water. General Sampling Requirements”, GOST 31942-2012, “Water Sampling for

Microbiological Analysis”, and MUK 4.2.668-97, “Sanitary and Parasite Testing of Water”.

4.1.2 Groundwater in observation wells

A fluoropolymer sampler and a water level gauge were used during sampling. The

following was performed prior to groundwater sampling:

Groundwater level measurements in each well;

Water pumping from wells (in the 2nd, 3rd, and 4th quarter).

Water sampling was conducted in accordance with the general sample collection and

storage requirements of GOST 31861-2012, “Water. General Sampling Requirements”.

4.1.3 Potable water

Water sampling is conducted in accordance with GOST 31942-2012, “Water Sampling

for Microbiological Analysis”.

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4.1.4 Monitoring groundwater levels in observation wells;

The measurements of groundwater levels in observation wells were performed using

the USK-TE-100 electric level gauge and measuring tape. The measured groundwater level

relative to ground level was adjusted to account for the elevation of the head.

Level measurements in the wells were performed in accordance with the “Procedural

Guidelines of the RF Ministry of Natural Resources for Organizing and Conducting

Groundwater Monitoring at Small Group Water Source Facilities and in Individual Development

Wells” of July 25, 2000.

4.1.5 Atmospheric air, industrial emissions

Sampling was conducted in accordance with RD 52.04.186-89, “Air Pollution Monitoring

Manual”.

4.1.6 Physical factors

Noise measurements were performed in accordance with SN 22.4/2.1.8.562-96, “Noise

in Workplaces, Residential and Public Buildings, and Residential Development Areas”, GOST

23337-2014, “Noise. Methods for Noise Measurement in Residential Areas and Indoor

Premises of Residential and Public Buildings,” and GOST 31296.1 – 2005, Noise. Onsite

Description, Measurement, and Evaluation of Noise. Part 1. “Basic Assessment Parameters

and Procedures”. GOST 31296.2 – 2006, Noise. Onsite Description, Measurement, and

Evaluation of Noise”. Part 2. Sound Pressure Level Testing. MUK 4.3.2194 – 07, Test Methods.

Physical factors Noise Level Monitoring in Residential Development Areas and Residential and

Public Buildings and Indoor Areas.

The measurements were performed using an Assistant noise and vibration analyzer.

Electromagnetic field parameters were measured in accordance with SanPiN

2.2.4.3359-16, “Sanitary and Epidemiological Requirements for Workplace Physical Factors”;

GN 2.1.8 / 2.2.4.2262 – 07, “Maximum Permissible Levels of 50 Hz Magnetic Fields in Indoor

Premises of Residential and Public Buildings and in Residential Areas”, GOST 12.1.002-84,

“Occupational Safety Standards System. Industrial-Frequency Electrical Fields”. Permissible

Levels of Field Strength and Workplace Monitoring Requirements. MUK 4.3.2491-09,

Occupational Health Assessment of Industrial-Frequency (50 Hz) Electrical Fields in

Production Operation Environments; SanPiN 2.1.2.2645-10, Sanitary-Epidemiological

Requirements for Living Conditions in Residential Buildings and Indoor Premises. Manual

Р.2.2. 2006-05, approved by Surgeon General of the Russian Federation on July 29, 2005.

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Electric and magnetic field parameters were measured using the instrument “VE-metr

AT-003”.

4.2 Field work methodology

All laboratory work was conducted in accordance with the current codes/standards using

certified methods approved for use during environmental pollution monitoring by accredited

Sakhalin Oblast laboratories.

Table 4.2-1 contains the list of contract laboratories used in 2018 and the information

on their accreditation certificates.

At the time of laboratory analyses and testing, all of the laboratories held valid

accreditation certificates.

The measuring instruments used during the laboratory tests passed government

calibration verification in a timely manner as confirmed by the relevant certificates.

Table 4.2­1. List of contract laboratories

Subjects of environmental

monitoring Type of test Contract laboratory Accreditation certificate

Produced water, drilling and

process waste Chemical

ANO Sakhalin Hydrometeorology

Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Soil water, groundwater

Chemical ANO Sakhalin

Hydrometeorology Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Wastewater

Microbiological, parasite

FBUZ Sakhalin Oblast Center for Hygiene and

Epidemiology

in Okha District

No. RA.RU.21HE49 of June 7, 2018

Does not expire

Chemical

ANO Sakhalin Hydrometeorology

Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Sakhalin Oblast Center for Laboratory Analysis

and Technical Measurements

No. RA.RU. 21HB05 of February 20, 2018 (no

expiration date)

Potable water Microbiological, sanitary,

chemical

FBUZ Sakhalin Oblast Center for Hygiene and

Epidemiology

in Okha District

No. RA.RU.21HE49 of June 7, 2018

Does not expire

Soil Microbiological, parasite FBUZ Sakhalin Oblast Center for Hygiene and

No. RA.RU.21НB97 of April 27, 2018

(no expiration date)

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Subjects of environmental

monitoring Type of test Contract laboratory Accreditation certificate

Epidemiology, Yuzhno-Sakhalinsk

Soil Chemical ANO Sakhalin

Hydrometeorology Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Industrial pollutant

emissions Chemical

ANO Sakhalin Hydrometeorology

Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Atmospheric air Chemical ANO Sakhalin

Hydrometeorology Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Air in residential and work areas

Chemical ANO Sakhalin

Hydrometeorology Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Physical impact factors

Sound pressure level measurements, electromagnetic

field parameter assessment

ANO Sakhalin Hydrometeorology

Agency

No. RA.RU.0001.516065 of February 11, 2015 (no

expiration date)

Physical impact factors

Lighting

Microclimate

EMF

Noise.

Ionizing radiation

OOO Sakhalin Expert Center;

No. RA.RU. 518238 of May 8, 2015

Does not expire

5 Test results

5.1 Groundwater monitoring

The main groundwater monitoring objectives are as follows:

Monitoring of groundwater levels and quality;

Timely detection of groundwater quality changes to take the measures required to

prevent any potential impact on water quality.

The groundwater level was determined based on its depth below ground level.

Two monitoring wells used to monitor the levels and chemical composition of

groundwater are located near the leach fields of the Odoptu-2 (North) WS.

The test well is 15 m to the south of the leach fields.

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The baseline well is 15 m away from the northwest corner of the leach fields

(upstream along the groundwater flow).

The wells drilled near the temporary waste storage site (TWSS) at the Odoptu-2 (North)

WS are intended for monitoring of the chemical composition and levels of the groundwater in

the potential TWSS impact area.

The baseline well is located upstream of TWSS (along the groundwater flow) and

designed for monitoring of the chemical composition of groundwater before it flows

past TWSS.

The monitoring well is located downstream of TWSS (along the groundwater flow)

and designed for monitoring of the chemical composition of groundwater after it flows

past TWSS.

Observation well flushing at Odoptu-2 (North) Well Site

In 2018, the Odoptu-2 (North) Well Site observation wells were flushed.

The ice plugs in the TWSS wells were also drilled out in 2018. The primary goal of these

activities was to restore/maintain the observation wells in order to accomplish operational

control and monitoring program.

The work was performed in June - July of 2018.

5.1.1 Water Table Monitoring

The groundwater level was determined based on its depth below ground level.

Measuring instruments: electrical level gauge EU-100.

Parameters to be measured: depths of occurrence.

The results of level measurements in wells are presented graphically in the figure below

(Figure 5.1).

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Figure 5.1­1: The groundwater level trend graph in monitoring wells near leach fields at the Odoptu-2 (North) WS.

Groundwater level fluctuations in monitoring wells near Odoptu-2 (North) WS leach

fields are minor and seasonal.

5.1.2 Groundwater quality monitoring

Monitoring of groundwater chemical quality indicators was performed in monitoring wells

near leach fields located at the Odoptu-2 (North) WS.

Groundwater for laboratory analysis was sampled quarterly.

Sampling was performed using the PE-1105 sampler after well flushing and water level

recovery.

Samples were stored and preserved per GOST 31861-2012. Description of the

measurement procedures used for studies is presented in Table 5.1-1.

Table 5.1­1. Monitored characteristics and measurement procedures

# List of Monitored Characteristics

Unit of measur.

Contract laboratory Measurement procedure

1 Ammonia nitrogen

Ammonium ion mg/dm3

ANO Sakhalin Meteoagency

RD 52.24.383-2005; PNDF 14.1.1-95

2 Anionic surfactants mg/dm3 RD 52.24.368-2006

3 BOD5 mg/dm3 PNDF 14.1:2:3:4.123-97

4 Suspended particulate matter mg/dm3 PNDF 14.1:2:4.254-09

5 Hydrogen index pH RD 52.24.495-2005

6 Xylene mg/dm3 RD 52.24.473-2012

7 Petroleum products mg/dm3 PNDF 14.1:2:4.168-2000;

8 Nitrate ion mg/dm3 PND F 14.1:2:4.4-95 RD 52.24.380-2006

January February March April May June July August September October November December

Le

ve

l fr

om

th

e g

rou

nd

su

rfa

ce

(m

)

#1 (reference)

#5 (background)

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# List of Monitored Characteristics

Unit of measur.

Contract laboratory Measurement procedure

9 Nitrite ions mg/dm3 PND F 14.1:2:4.3-95 RD 52.24.381-2006

10 Toluene mg/dm3 RD 52.24.473-2012

11 Electrical conductivity µS/cm RD 52.24.495-2005

12 Phenols mg/dm3 PNDF 14.1:2:4.182-02

13 Formaldehyde mg/dm3 PNDF 14.2:4.84-96

14 Phosphates

Phosphate ion mg/dm3

RD 52.24.382-2006 PNDF 14.1:2:4.112-97

15 COD mg

O/dm3 PNDF 14.1:2.100-97

16 Ethylbenzene mg/dm3 RD 52.24.473-2012

17 Total iron (bulk) mg/dm3 RD 52.24.358-2006

18 Dissolved iron mg/dm3 RD 52.24.358-2006

19 Manganese mg/dm3 RD 52.24.377-2008

20 Total salinity mg/dm3 HI 8734. Operation

manual

21 Density mg/dm3 GOST 18995.1-73

22 Free chlorine µS/cm PNDF 14.1:2.113-97

23 Dry residue mg/dm3 PNDF 14.1:2:4.261-10

24 Alpha activity Bq/dm3 Alfa-Beta radiometer UMF-2000 readings 25 Beta activity Bq/dm3

Measured pH values range from 5.4 to 7.0 and are consistent with the typical values for

natural waters. Based on рН values, groundwater in the monitoring well in the first quarter was

found to be slightly acidic (pH = 5.0-6.5), in the second quarter –neutral (рН = 6.5-7.5) before

well flushing and slightly acidic after well flushing; in the fourth quarter - neutral both before

and after well flushing. In baseline well No. 5, groundwater in the first quarter was found to be

neutral, while in others –slightly acidic (pH = 5.0-6.6) both before and after flushing.

Groundwater conductivity ranges within 100-791 µS/cm.

Water analysis results showed that the characteristics in the monitored well did not

exceed that in the baseline well.

5.2 Monitoring of subsoil and interbed crossflows

Monitoring of subsoil and interbed crossflows, areal spread of drilling and other process

wastes within the site, as well as spread of formation water injected into a dedicated well was

performed in 2018.

The above scope included monitoring of the level and quality of groundwater in

monitoring wells at the Odoptu-2 (North) WS.

Groundwater for laboratory analysis was sampled quarterly in 2018.

Sampling was performed using the PE-1105 sampler after well flushing and water level

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recovery.

Samples were stored and preserved per GOST 31861-2012.

The results of level measurements in wells are presented graphically in the figure below

(Figure 5.2-1).

Figure 5.2­1: The groundwater level trend graph in monitoring wells near leach fields at the Odoptu-2 (North) WS.

Groundwater level fluctuations over the entire monitoring period ranged:

in well D-1 – from 10.18 m to 11.5 m.

in well D-2 – from 7.33 m to 8.97 m.

Groundwater level fluctuations in monitoring wells at the Odoptu-2 (North) WS are minor

and seasonal.

Groundwater level and quality measurements demonstrates that value fluctuations do

not exceed the natural changes in groundwater levels at the monitoring site, and groundwater

chemical composition in the specified wells shows that the groundwater is not affected by

drilling wastes, other process wastes, and produced water injected into the dedicated well.

5.3 Monitoring of injected wastewater quality

Wastewater, process wastes, and drilling water is injected in injection well at the Odoptu-

2 (North) WS.

Before injecting wastewater is sampled to determine its quality.

Immediately after sampling, the water was placed in a dedicated sample storage

container (per GOST 17.1.5.04-81).

Le

ve

l fr

om

th

e g

rou

nd

su

rfa

ce

(m

)

# D1(monitoring)

# D2 (baseline)

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Description of the measurement procedures used for studies is presented in Table 5.3-

1.

Table 5.3­1. Monitored characteristics and measurement procedures

# List of Monitored Characteristics

Unit of measur.

Contract laboratory

Measurement procedure

1 BOD5 mg

O2/dm3

(ANO Sakhalinskoye

Meteoagentstvo)

PND F 14.1:2:3:4.123-97 (published in 2004)

2 Suspended particulate

matter mg/dm3 PNDF 14.1:2:4.254-09 (published in

2012)

3 Hydrogen index pH PNDF 14.1:2:3:4.121-97 (published

in 2004)

4 Total iron (bulk) mg/dm3 PNDF 14.1:2.50-96 (published in

2011) RD 52.24.358-2006

5 Dissolved iron mg/dm3 PNDF 14.1:2.50-96 (published in

2011) RD 52.24.358-2006

6 Petroleum products mg/dm3 PNDF 14.1:2:4.128-98 (published in

2012)

7 Density g/cm3 GOST 18995.1-73

8 Free chlorine mg/dm3 PNDF 14.1:2.113-97 (published in

2011)

9 COD mg

O/dm3

PNDF 14.1:2:4.100-97 (published in 2004)

10 Alpha activity Bq/dm3 Alfa-Beta radiometer UMF-2000 readings

11 Beta activity Bq/dm3 Alfa-Beta radiometer UMF-2000

readings

12 Total salinity mg/dm3

HI 8734. Portable conductivity meter. Technical description.

Operating manual. Datasheet. (No. 14301-05 in Measurement

Instrumentation State Register)

13 Dry residue mg/dm3 PNDF 14.1:2.4.261-10

14 Nitrite ions mg/dm3 PNDF 14.1:2:4.3-95 (published in

2011)

15 Nitrate ion mg/dm3 PNDF 14.1:2:4.4-95 (published in

2011)

16 Ammonium ion mg/dm3 PNDF 14.1.1-95 (published in 2011)

17 Manganese mg/dm3 RD 52.24.377 - 2008

Content of monitored indicators in 2018 samples significantly fluctuated:

BOD5 – from 31 mgО2/dm³ to 468 mgО2/dm³;

Suspended mater – from 26.4 mg/dm³ to 125 mg/dm³;

Hydrogen index – from 5.6 to 8.3;

Total iron (bulk) – from 0.09 mg/dm³ to 215 mg/dm³;

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Dissolved iron – from 0.24 mg/dm³ to 204 mg/dm³;

Petroleum products – from 76 mg/dm³ to 2175 mg/dm³;

Density – from 0.9970 g/cm³ to 10483 g/cm³;

COD – from 438 mgО2/dm³ to 39033 mgО2/dm³;

Alpha activity – from 0.17 Bq/dm ³ to 7.3 Bq/dm³;

Alpha activity – from 0.17 Bq/dm ³ to 7.3 Bq/dm³;

Total salinity – from 3,390 mg/dm³ to 13,750 mg/dm³;

Dry residue – from 3,364 mg/dm³ to 17,960 mg/dm³;

Free chlorine content in the samples was below detection threshold (<0.05 mg/dm³).

Injected wastewater does not impact the air, water, bottom sediments and animals

because it is injected into a single disposal horizon from active, backup and buffer zones in the

interval 1700-2450 m (TVDSS) with no direct contact with the above-mentioned environments.

According to the process flow diagram, drilling and other process wastes are injected

into an injection well with no negative effect on surface ecosystems (soils, surface and

groundwater).

5.4 Monitoring of gray water quality

Wastewater quality control includes monitoring wastewater composition and physical

and chemical properties at treatment facility inlets and outlets to assess operating efficiency of

these facilities.

Wastewater from the BOKS-200 treatment facility located at the Odoptu-2 (North) WS

was sampled from January through December for microbiological, parasitological and chemical

characteristics.

5.4.1 Overview of treatment facilities

The BOKS station is intended to receive and deep treat sewage and wastewater of

similar composition from small population centers, hotels, and tourist complexes. The capacity

of the BOKS-200 treatment facility is 200 m³/day. The facility has a common wastewater

receiving tank. After treatment, wastewater is discharged to leach fields.

BOKS-200 treatment station is fitted with a UV disinfection unit, as well as а sludge filter

to dewater sludge.

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BOKS-200 treatment station at the Odoptu-2 (North) WS is modified for operations in

northern areas.

5.4.2 Process characteristics of wastewater treatment facilities

Table 5.4-1 shows the following treatment facility characteristics:

process characteristics (including design capacity) of specific facilities;

composition and properties of incoming wastewater;

composition and properties of incoming wastewater;

Table 5.4­1. BOKS-200 station process parameters

Process Parameter Units of Measure

BOKS-200

Capacity m³/day 200

Average rated wastewater flow rate m³/hr 8,3

Average rated wastewater flow rate L/s 2,32

Maximum hourly consumption m³/hr 25

Minimum hourly consumption m³/hr 2,6

Characteristics of incoming wastewater Recommended allowable

values:

BOD5 mg O2/L 200-450

Suspended particulate matter mg/L 400-700

Ammonium nitrogen (NH4+) mg/L 50-150

Synthetic surfactant mg/L 10

Phosphates mg/L 10

Treatment effectiveness:

BOD5 % 80-90

Suspended particulate matter % 80-90

Ammonium nitrogen (NH4+) % 50

Synthetic surfactant % 50

Phosphates % 50

Industrial monitoring biological treatment effectiveness at different stages was

conducted in accordance with treatment facility operating procedures.

Samples were collected:

at the treatment facility inlet;

at the outlet from the treatment facilities, before discharging to leach fields.

BOKS-200 domestic wastewater treatment station No. 1

BOD5 index values in the BOKS-200 domestic wastewater treatment station No. 1 inlet

water averaged 215.1 mg О2/dm³, which meets the requirements for the quality of initial

wastewater (200-450 mg О2/dm³). BOD5 index values in the water after treatment averaged

3.4 mg О2/dm³.

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An average treatment effectiveness for BOD5 index is over 98%, which is better than

the effectiveness values specified in the BOKS-200 domestic wastewater treatment station No.

1 datasheet.

The content of suspended solids in the treatment facility inlet water averages 196.7

mg/dm³, which meets the requirements for the quality of the initial wastewater (400-

700 mg/dm³). The content of suspended solids in the treated water averages 13.7 mg/dm³.

An average treatment effectiveness for suspended solids is over 93%, which is better

than the effectiveness values specified in the treatment unit datasheet.

Concentrations of ammonium-ion in the treatment facility inlet water average 65.2

mg/dm³, which completely meets the requirements established in the treatment unit datasheet

for the quality of the initial wastewater (50-150 mg/dm³). Concentrations of ammonium-ion in

the treated water averaged 6.9 mg/dm³.

An average treatment effectiveness for the ammonium-ion index is over 89%, which is

better than the values specified in the datasheet.

The phosphate content of the treatment facility inlet water for the entire observation

period averaged 14.8 mg/dm³. The values of the phosphate content in the treated water

averaged 2.2 mg/dm³.

The average treatment effectiveness for phosphates is over 85%, which is much better

that the values specified in the datasheet.

Concentrations of AS in the treatment facility inlet water average 3.4 mg/dm³, which

completely meets the requirements established in the treatment unit datasheet for the quality

of the initial wastewater. The content of AS in the treated water averages 0.08 mg/dm³.

The average treatment facility operation effectiveness for AS is over 97%, which is much

better that the values specified in the datasheet.

The chemical oxygen demand after treatment varied from 13.0 mg/dm³ to 122 mg/dm³.

For parasitological and microbiological indices, treated wastewater, in general, met the

SanPiN hygienic requirements - 2.1.5.980-00 Hygienic Requirements for Surface Water

Protection.

The BOKS-200 No. 1 domestic wastewater treatment facility operates in a normal mode

and in accordance with the characteristics specified in the datasheet.

BOKS-200 domestic wastewater treatment station No. 2

The BOD5 index in the wastewater supplied to the BOKS-200 No. 2 domestic

wastewater treatment facilities averaged 215.17 mg О2/dm³, which meets the requirements for

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the quality of initial wastewater (200-450 mg О2/dm³). BOD5 index values in the water after

treatment averaged 2,8 mg О2/dm³.

An average treatment effectiveness for BOD5 index is over 98%, which is better than

the effectiveness values specified in the BOKS-200 domestic wastewater treatment station No.

2 datasheet.

The content of suspended solids in the treatment facility inlet water averages 196.7

mg/dm³, which meets the requirements for the quality of the initial wastewater (400-

700 mg/dm³). The content of suspended solids in the treated water averaged 8.1 mg/dm³.

An average treatment effectiveness for suspended solids is over 95%, which is better

than the effectiveness values specified in the treatment unit datasheet.

Concentrations of ammonium-ion in the treatment facility inlet water average 65.2

mg/dm³, which completely meets the requirements established in the treatment unit datasheet

for the quality of the initial wastewater (50-150 mg/dm³). Concentrations of ammonium-ion in

the treated water averaged 8,1 mg/dm³.

An average treatment effectiveness for the ammonium-ion index is over 87%, which is

better than the values specified in the datasheet.

The phosphate content in the treatment facility inlet water averaged 14.8 mg/dm³. The

values of the phosphate content in the treated water averaged 1,74 mg/dm³.

The average treatment effectiveness for phosphates is over 88%, which is much better

that the values specified in the datasheet.

The AS content in the treatment facility inlet water averaged 3.4 mg/dm³, which

completely meets the requirements established in the treatment unit datasheet for the quality

of the initial wastewater. The content of AS in the treated water averaged 0.09 mg/dm³.

The average treatment facility operation effectiveness for AS is over 97%, which is much

better that the values specified in the datasheet.

The chemical oxygen demand after treatment varied from 5,0 mg/dm³ to 77,0 mg/dm³.

For parasitological and microbiological indices, treated wastewater, in general, met the

SanPiN hygienic requirements - 2.1.5.980-00 Hygienic Requirements for Surface Water

Protection.

The BOKS-200 No. 2 domestic wastewater treatment facility operates in a normal mode

and in accordance with the characteristics specified in the datasheet.

BOKS-200 domestic wastewater treatment station No. 3

The BOD5 index in the wastewater supplied to the BOKS-200 No. 3 domestic

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wastewater treatment facilities averaged 233.7 mg О2/dm³, which meets the requirements for

the quality of initial wastewater (200-450 mg О2/dm³). BOD5 index values in the water after

treatment averaged 3,8 mg О2/dm³.

An average treatment effectiveness for BOD5 index is over 98%, which is better than

the effectiveness values specified in the BOKS-200 domestic wastewater treatment station No.

1 datasheet.

The content of suspended solids in the treatment facility inlet water averages 214,2

mg/dm³, which meets the requirements for the quality of the initial wastewater (400-

700 mg/dm³). The content of suspended solids in the treated water averaged 13,6 mg/dm³.

An average treatment effectiveness for suspended solids is over 93%, which is better

than the effectiveness values specified in the treatment unit datasheet.

Concentrations of ammonium-ion in the treatment facility inlet water average 79,8

mg/dm³, which completely meets the requirements established in the treatment unit datasheet

for the quality of the initial wastewater (50-150 mg/dm³). Concentrations of ammonium-ion in

the treated water averaged 6,5 mg/dm³.

An average treatment effectiveness for the ammonium-ion index is over 91%, which is

better than the values specified in the datasheet.

The phosphate content in the treatment facility inlet water averaged 14,1 mg/dm³, which

is almost by 1,5 times exceeds the requirements for the initial water quality (10 mg/dm³). The

values of the phosphate content in the treated water averaged 2.2 mg/dm³.

The average treatment effectiveness for phosphates is over 84%, which is much better

that the values specified in the datasheet.

Surfactant content in the treatment facility inlet water averaged 3.2 mg/dm³, which

completely meets the requirements established in the treatment unit datasheet for the quality

of the initial wastewater. The content of AS in the treated water averaged 0.1 mg/dm³.

The average treatment facility operation effectiveness for surfactants is over 96%, which

is much better that the values specified in the datasheet.

The chemical oxygen demand after treatment varied from 13,0 mg/dm³ to 64 mg/dm³.

For parasitological and microbiological indices, treated wastewater, in general, met the

SanPiN hygienic requirements - 2.1.5.980-00 Hygienic Requirements for Surface Water

Protection.

The BOKS-200 No. 3 domestic wastewater treatment facility operates in a normal mode

and in accordance with the characteristics specified in the datasheet.

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5.5 Monitoring of air quality, residential area air, and industrial emissions

The following was performed in accordance with the 2018 operational monitoring

program:

Industrial emissions monitoring

Atmospheric air monitoring

Monitoring of air quality in the residential area.

5.5.1 Industrial Control of Emissions

Environmental monitoring over the compliance with the established MPE standards at

the ENL facilities was determined based on the guidelines of RD 52.04.186-89 Guidelines for

Air Pollution Monitoring

ENL performs quarterly monitoring of compliance with the established MPE standards

within the framework of industrial (in-process) monitoring to minimize potential environmental

impact, equipment operational control and ensure timely response.

Mass concentrations and mass pollutant emissions in flue gases from fuel burning

installations located at the well site were measured in the exhaust stacks of the following units:

Gas turbine compressor (ОР-10);

Oil transfer pump gas engine A (OP-6A);

Oil transfer pump gas engine B (OP-6B)

Gas turbine unit А (ОР-58);

Gas turbine unit B (ОР-58);

Water-glycol heater A (OP-31)

Water-glycol heater B (ОР-32);

GIC (OP-75);

Gas turbine compressor No. 2

Gas injection gas turbine compressor No. 2

Table 5.5-1 contains measurement techniques for all air quality monitored

characteristics.

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Table 5.5­1. Monitored characteristics and measurement procedures

# List of Monitored Characteristics

Unit of measure

Contract laboratory Measurement procedure

1 Nitrogen dioxide mg/m3

ANO Sakhalin Hydrometeorology Agency

М-MM – 171 - 06

2 Hydrocarbons C1–C5 mg/m3 PND F 13.1:2:3.23 – 98

3 Benz(a)pyrene mg/m3 MP No.SPEK-03-26

4 Nitrogen oxide mg/m3 М-MM – 171 - 06

5 Carbon oxides mg/m3 М-MM – 171 - 06

6 Hydrocarbons C6–C10 mg/m3 PND F 13.1:2.26 – 99

7 Methane mg/m3 RD 52.44.586-97

8 Ethane mg/m3 PND F 13.1:2:3.23 – 98

9 Propane mg/m3 PND F 13.1:2:3.23 – 98

10 Butane mg/m3 PND F 13.1:2:3.23 – 98

11 Pentane mg/m3 PND F 13.1:2:3.23 – 98

The results of measurements performed during the reporting period showed non-

exceedance of allowable concentrations. All units were operating in accordance with their

datasheet characteristics.

5.5.2 Atmospheric air monitoring

In 2018, air quality was monitored in accordance with the Program at the following

locations:

in the area of flares;

in the area of fuel and lubricant storage tanks.

Table 5.5-2 contains measurement techniques for all air quality monitored

characteristics.

Table 5.5­2. Monitored characteristics and air quality measurement techniques

# List of Monitored Characteristics

Unit of measure

Contract laboratory Measurement procedure

1 Nitrogen oxide mg/m3

ANO Sakhalin Hydrometeorology

Agency

RD 52.04.792-14

2 Hydrocarbons C1–C5 mg/m3 PND F 13.1:2.26 – 99 KPGU 413322002 RE

3 Hydrocarbons C12–C19 mg/m3 М 01-05

KPGU 413322002 RE

4 Sulfur dioxide mg/m3 RD 52.04.822-2015

5 Hydrogen sulfide mg/m3 RD 52.04.795-14

6 Nitrogen dioxide mg/m3 RD 52.04.792-14

7 Carbon oxides mg/m3 RD 52.04.186-89

KPGU 413322002 RE

8 Benz(a)pyrene mg/m3 RD 52.04.186-89

9 Soot mg/m3 RD 52.04.831-2015

10 Suspended particulate

matter mg/m3 RD 52.04.186-89

11 Formaldehyde mg/m3 RD 52.04.824-2015

KPGU 413322002 RE

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12 Inorganic dust: 70 -20 %

SiO2 mg/m3 MP 5886-91

Weather conditions are a mandatory index during air study period, their characteristics

are presented in Table 5.5-3.

Table 5.5­3. The air’s meteorological parameters during sampling

Reference point

Wind Pressure (mmHg)

Air temperature (ºС) Direction (degrees)

Velocity (m/s)

1 quarter

In the area of fuel and lubricant storage tanks.

40 1 752.6 -4.7

Near the flare system 60 2 754.4 -6.5

2 quarter

In the area of fuel and lubricant storage tanks.

100 2 761.2 7.0

Near the flare system no wind 0 760.9 6.8

3 quarter

In the area of fuel and lubricant storage tanks.

100 4 746.7 9.3

Near the flare system 140 4 746.9 12.6

4 quarter

In the area of fuel and lubricant storage tanks.

140 4 755.7 2.6

Near the flare system 140 5 756.3 2.5

Results of air quality study are presented in Table 5.5-4.

Table 5.5­4. Air quality monitoring

Monitored characteristics (mg/m3)

MPC*

Sampling date

03/18/2018 05/19/2018 09/17-

18/2018 11/16/2018

Flare stack area

Nitrogen dioxide 0.2 0.041 0.042 0.0302 0.087

Hydrocarbons C1–C5 50** ˂1 ˂25 ˂25 ˂25

Sulfur dioxide 0.5 0.08 0.009 ˂0.0025 0.003

in the area of fuel and lubricant storage tanks.

Hydrocarbons C1–C5 50** 1.5 ˂25 ˂25 28

Hydrocarbons C12–C19 1 ˂0.8 ˂0.5 ˂0.1 ˂0.1

Hydrogen sulfide 0.008 ˂0.006 ˂0.006 ˂0.006 ˂0.006 * - GN 2.1.6.3492-17 Maximum Permissible Concentrations (MPC) of Pollutants in the air of Urban and Rural Communities.

** - The tentative safe exposure level (TSIL) for С1-С5 hydrocarbons is given in accordance with GN 2.1.6.2309-07.

In 2018, pollutant concentrations near flare units and fuel and lubricant storage tanks

did not exceed MPC established in GN 2.1.6.3492-17 “Maximum Permissible Concentrations

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(MPC) of Pollutants in the Air of Cities and Villages” and GN 2.1.6.2309-07 “The Tentative Safe

Exposure Level (TSIL) for Air Pollutants in Populated Areas”.

5.5.3 Monitoring of air quality in the residential area.

In 2018, the air quality was monitored quarterly for the formaldehyde content in the living

quarters of the multipurpose building and WS camp.

Table 5.5-5 shows the air quality measurement technique.

Table 5.5­5. Monitored characteristic and air quality measurement techniques

# List of Monitored Characteristics

Unit of measure

Contract laboratory Measurement

procedure

Living quarter air

1 Formaldehyde mg/m3 ANO Sakhalin

Hydrometeorology Agency

RD 52.04.824-2015

KPGU 413322002 RE

RD 52.04.186-89

The result of living area air quality study are presented in Table 5.5-6.

Table 5.5­6. Monitoring results of air quality in the residential area.

Sampling site Regulatory

value Unit of

measur. 03/19/2018 05/17/2018 09/19/2018 11/17/2018

Multipurpose building Living room No.C208

0.05* mg/m3

0.017 ˂0.005 ˂0.005 ˂0.005

Multipurpose building Living room No. D 103

0.016 ˂0.005 ˂0.005 ˂0.005

Multipurpose building Living room No. D 202

0.013 ˂0.005 ˂0.005 ˂0.005

Multipurpose building Living room No. C 201

0.010 ˂0.005 ˂0.005 ˂0.005

WS camp Living room No. B 63

0.013 ˂0.005 ˂0.005 ˂0.005

WS camp Living room No. B 15

0.017 ˂0.005 ˂0.005 ˂0.005

WS camp Living room No. A-01 (west

wing) 0.014 ˂0.005 ˂0.005 ˂0.005

WS camp Living room No. A-41 (east

wing) 0.012 ˂0.005 ˂0.005 ˂0.005

* - GN 2.1.6.3492-17 Maximum Permissible Concentrations (MPC) of Pollutants in the air of Urban and Rural Communities.

The results of living quarter air quality measurements performed in 2018 demonstrated

that formaldehyde content did not exceed the standard values established in GN 2.1.6.3492-

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17 “Maximum Permissible Concentrations (MPC) of Pollutants in the Air of Urban and Rural

Communities”.

5.6 Monitoring of sanitary protection zones;

5.6.1 Air quality monitoring at SPZ boundary

Air quality at the sanitary-protection zone boundary was monitored in 2018 at the impact

zone boundary on the northwest side, at a distance of 2510 m from the boundary of the

Odoptu­2 (North) WS.

Table 5.6­1. Results of air quality monitoring at the boundary of the well site impact zone

Monitored characteristics (mg/m3)

MPC* Sampling date

03/18/2018 05/16/2018 09/19/2018 11/17/2018

Carbon oxide 5.0 0.4 4.0 3.6 4.1

Nitrogen dioxide 0.2 0.050 0.032 0.037 0.032

* - GN 2.1.6.3492-17 Maximum Permissible Concentrations (MPC) of Pollutants in the air of Urban and Rural Communities.

Air parameters at the impact zone boundary on the northwest side at a distance of

2510 m from the Odoptu­2 (North) well site met the requirements of GN 2.1.6.3492-17

“Maximum Permissible Concentrations of Pollutants in the Air of Urban and Rural Communities

during the entire period of observations”.

5.6.2 Monitoring of intensity of electric component, induction of magnetic component of electromagnetic field at SPZ boundary

Intensity of electric component, induction of magnetic component of electromagnetic

field at the SPZ boundary were monitored in 2018 at the station located at the impact zone

boundary from the northwest side at a distance of 2510 m from the Odoptu­2 (North) WS and

at the station located at the impact zone boundary from the southwest side at a distance of

2510 m from the Odoptu­2 (North) WS.

Description of the measurement procedures used for studies is presented in Table 5.6-

2.

Table 5.6­2. Procedures for measuring physical factors at SPZ boundary

# List of Monitored Characteristics

Unit of measure

Contract laboratory Measurement

procedure

1 Electrical field intensity (Е) kV/m Autonomous Non-Profit Organization (ANO) Sakhalin Hydrometeorology Agency;

SanPiN 2.1.2.2645-10, GN 2.1.8/2.2.4.2262-07

2 Magnetic field intensity (Н) A/m

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# List of Monitored Characteristics

Unit of measure

Contract laboratory Measurement

procedure

3 Equivalent sound pressure

level (LAeq.) dBa GOST 23337-2014

4 Equivalent sound pressure

level (LAmax.) dBa SN 2.2.4/2.1.8.562-96

Results of electromagnetic field intensity measurements are summarized in Table 5.6-

3.

Table 5.6­3. Results of electromagnetic field intensity measurements

Sampling date

Electrical field intensity (Е) (50 Hz)

Magnetic field intensity (Н) (50 Hz)

Measured (kV/m)

Standard value (kV/m) MPL*

Measured (A/m)

Standard value (nT) MPL**

03/18/2018 ˂0.01

1

˂0.1

8 05/16/2018 ˂0.05 ˂0.08

09/19/2018 ˂0.05 ˂0.08

11/17/2018 ˂0.05 ˂0.08

SanPiN 2.1.2.2645-10 Sanitary-Epidemiological Requirements for Living Conditions in Residential Buildings and Indoor Premises.

** MPL per GN 2.1.8/2.2.2.4.4.2262-07 Maximum Permissible Levels of 50 Hz Magnetic Fields in Indoor Premises of Residential and Public Buildings and in Residential Areas and SanPiN 2.1.2.2645-10 Sanitary-Epidemiological Requirements for Living Conditions in Residential Buildings and Indoor Premises

Intensity of 50Hz electrical field (E) measured at the SPZ boundary of the Odoptu­2

(North) WS and intensity of 50Hz magnetic field (H) do not exceed the health standards of GN

2.1.8/2.2.4. MPL per GN 2262-07 “Maximum Permissible Levels of 50 Hz Magnetic Fields in

Indoor Premises of Residential and Public Buildings and in Residential Areas” and SanPiN

2.1.2.2645-10 “Sanitary-Epidemiological Requirements for Living Conditions in Residential

Buildings and Indoor Premises”.

5.6.3 Monitoring of noise level at SPZ boundary

The objective of noise pressure level measurements is to assess the compliance with

the estimated noise levels at the boundary of the Odoptu-2 (North) WS.

Noise characteristics - not continuous, non-tonal, non-pulse. Noise sources – general

noise from the process and support areas of the Odoptu-2 (North) WS.

Results of noise sound measurement are presented in Table 5.6-4.

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Table 5.6­4. Results of sound pressure measurement

Date Sampling site

Equivalent sound pressure level (LAeq.)

Maximum sound pressure level (LAmax.)

dBa dBa

03/18/2018

Point No.1 – on northwest side, 2510 m from industrial site

boundaries

38.8 61.8

05/16/2018 36.6 57.8

09/19/2018 46.6 62.3

11/17/2018 54.9 68.7

MPL* (07:00 to 23:00) 60 75

MPL* (23:00 to 07:00) 50 65

SN 2.2.4/2.1.8.562-96 Noise in Workplaces, Residential and Public Buildings, and Residential Development Areas

The equivalent level of noise at the boundary of the Odoptu-2 (North) WS in 2018, in

general, complied with the health standards of SN 2.2.4/2.1.8.562-96 Noise in Workplaces,

Residential and Public Buildings, and Residential Development Areas.

5.7 Waste disposal site monitoring

Monitoring was performed at the temporary waste storage site (TWSS). Air quality

monitoring was performed in 2018.

Air quality was monitored at two sampling points at TWSS:

Point 1 - in the middle of TWSS;

Point 2 - on the boundary of TWSS (depending on the prevailing wind direction).

Weather conditions are a mandatory index during air study period, their characteristics

are presented in Table 5.7-1.

Table 5.7­1. Meteorological Parameters at TWSS during the Measurement Period

Sampling date

Wind Pressure (mmHg)

Humidity (%)

Air temperature (ºС) Direction (degrees)

Velocity (m/s)

In the center of TWSS

03/19/2018 350 2 757.6 74 -9.8

05/16/2018 60 2 753.1 50 8.4

09/17/2018 140 4 746.7 67 13.7

11/18/2018 260 4 753.9 63 -7.8

At the boundary of TWSS

03/19/2018 350 3 757.5 70 -9.6

05/16/2018 260 2 753.1 52 8.2

09/17/2018 140 5 746.7 70 13.1

11/18/2018 260 4 754.5 64 -6.3

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Results of air quality monitoring are presented in Table 5.7-2.

Table 5.7­2. Results of air quality studies at TWSS

Monitored characteristics

(mg/m3)

Ino

rgan

ic d

ust:

70 -

20 %

SiO

2

Su

lfu

r d

ioxid

e

Nit

rog

en

dio

xid

e

Nit

rog

en

oxid

e

Carb

on

oxid

e

Fo

rmald

eh

yd

e

So

ot

Ben

z(a

)pyre

ne

Hyd

rog

en

su

lfid

e

Hyd

roca

rbo

ns

C12–C

19

MPC (mg/m3) 0.3 0.5 0.2 0.4 5 0.035 0.15 0.001 0.008 1

MPC** (mg/m3) 2 10 2 5 20 0.5 2 -/0.00015 10 300

In the center of TWSS

03/19/2018 ˂0.05 0.01 0.06 ˂0.028 0.4 ˂0.010 ˂0.030 0.2×10-6 ˂0.006 ˂0.8

05/16/2018 0.07 0.008 0.036 ˂0.028 4.0 ˂0.005 ˂0.030 0.2×10-6 ˂0.006 ˂0.5

09/17/2018 0.07 0.004 0.036 0.038 4.0 ˂0.005 0.035 ˂0.02х10-

6 ˂0.006 ˂0.1

11/18/2018 ˂0.05 0.003 0.033 ˂0.028 1.9 ˂0.005 0.055 0.2х10-6 ˂0.006 ˂0.1

At the boundary of TWSS

03/19/2018 ˂0.05 0.010 0.042 ˂0.028 0.5 0.015 0.032 0.2×10-6 ˂0.006 ˂0.8

05/16/2018 ˂0.05 0.008 0.05 0.028 4.0 ˂0.005 ˂0.030 ˂0.2×10-

6 ˂0.006 ˂0.5

09/17/2018 ˂0.05 0.008 0.050 ˂0.028 3.9 ˂0.005 0.033 ˂0.2х10-6 ˂0.006 ˂0.1

11/18/2018 ˂0.05 0.003 0.032 ˂0.028 1.9 ˂0.005 0.051 ˂0.2х10-6 ˂0.006 ˂0.1 * - GN 2.1.6.3492-17 Maximum Permissible Concentrations (MPC) of Pollutants in the air of Urban and Rural Communities.

* - GN 2.2.5.3532-18 Maximum Permissible Concentrations (MPC) of Pollutants in Workplace Air (numerator is a one-time maximum permissible concentration [ПДК м.р.], denominator is the shift average maximum permissible concentration [ПДК с.с])

Levels of contaminants found in the air samples collected at TWSS were lower than the

MPC values set forth in GN 2.2.5.3532-18 “Maximum Permissible Concentrations (MPC) of

Pollutants in Workplace Air” and GN 2.1.6.3492-17 “Maximum Permissible Concentrations of

Pollutants in the Air of Urban and Rural Communities and that required for air quality in the

workplace and air quality in the urban and rural communities”.

5.8 Monitoring of potable water quality

Table 5.8-1 contains measurement techniques for all monitored characteristics of

potable water quality.

Table 5.8-2 presents health standards of potable water quality with which the measured

results are compared.

Research results are presented in Tables 5.8-3 and 5.8-4.

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Table 5.8­1. Monitored characteristics and measurement procedures

# List of Monitored Characteristics

Unit of measur.

Contract laboratory

Measurement procedure

1 Odor at 20 °C Points

Federal Budget Healthcare

Institution (FBUZ) Sakhalin Oblast

Center for Hygiene and Epidemiology in Okha District;

GOST 3351-74

2 Odor at 60 °C Points GOST 3351-74

3 Flavor Points GOST 3351-74

4 Color Degrees SOP No. 03 SG-01 -01 - 2013

5 Turbidity FMU/dm³ SOP No. 03 SG-02 -01 - 2013

6 Iron mg/dm³ SOP No. 03 SG-06 -01 - 2013

7 Manganese mg/dm³ SOP No. 03 SG-08 -01 - 2013

8 Hydrogen index pH PNDF 14.1:2:3:4.121-97

9 Dry residue mg/dm³ SOP No. 03 SG-18 -01 - 2013

10 Total hardness Degrees SOP No. 03 SG-13 -01 - 2013

11 Surfactant mg/dm³ SOP No. 03 SG-10 -01 - 2013

12 Permanganate oxidizability mg O/dm³ SOP No. 03 SG-16 -01 - 2013

13 Alkalinity mg/dm³ RD 52.24.493-06

14 Chlorides mg/dm³ SOP No. 03 SG-12 -01 - 2013

15 Sulfates mg/dm³ SOP No. 03 SG-5 -01 - 2013

16 Calcium mg/dm³ SOP No. 03 SG-14 -01 - 2013

17 Magnesium mg/dm³ Calculation

18 Sodium+Potassium mg/dm³ Calculation

19 Phenol coefficient mg/dm³ SOP No. 03 SG - 11 -01 - 2013

20 Petroleum products mg/dm³ PNDF 14.1:2.4.128-98

21 Total microbial count CFU MUK 4.2.1018-01, MUK 4.2.2794-10

22 Total coliforms CFU MUK 4.2.1018-01, MUK 4.2.2794-10

23 Thermotolerant coliforms CFU MUK 4.2.1018-01, MUK 4.2.2794-10

24 Sulfite-reducing clostridium

spores CFU

MUK 4.2.1018-01, MUK 4.2.2794-10

Table 5.8­2. Drinking water hygienic standards

Monitored parameters Unit of measur. SanPiN 2.1.4.1074-01

Total microbial count CFU 50

Total coliforms CFU/100 ml N/A

Thermotolerant coliforms CFU/100 ml N/A

Sulfite-reducing clostridium spores CFU/20 ml N/A

Odor at 20 °C Points 2

Odor at 60 °C Points 2

Flavor Points 2

Color Degrees 20

Turbidity FMU/dm³ 2.6

Iron mg/dm³ 0.3

Manganese mg/dm³ 0.1

Hydrogen index рН units 6-9

Dry residue mg/dm³ 1000

Total hardness Degrees 7

Surfactant mg/dm³ 0.5

Permanganate oxidizability mg O/dm³ 5.0

Alkalinity mg/dm³ 6.5

Chlorides mg/dm³ 350

Sulfates mg/dm³ 500

Calcium mg/dm³ 130

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Monitored parameters Unit of measur. SanPiN 2.1.4.1074-01

Magnesium mg/dm³ 50

Sodium+Potassium mg/dm³ 200

Petroleum products mg/dm³ 0.1

Phenol coefficient mg/dm³ 0.25

Table 5.8­3. Composite indicators of potable water quality

Date of samplin

g

Research results

рН

Dry

resid

ue

To

tal

hard

nes

s

An

ion

ic

su

rfacta

nts

Perm

an

gan

at

e o

xid

izab

ilit

y

Ch

lori

des

Man

gan

ese

Su

lfate

s

Calc

ium

Mag

nesiu

m

So

diu

m+

Po

ta

ssiu

m

Iro

n (

tota

l)

Petr

ole

um

pro

du

cts

Water treatment plant Clean water tank: Odoptu­2 (North) WS. Multipurpose building

02/07 8.11 598.0 3.01 - <0.25 151.3 0.019 55.1 23.2 22.5 325.2 <0.10 0.028

05/07 6.57 577.5 2.82 - <0.25 258.9 0.014 42.5 - - - <0.10 0.018

08/14 8.00 642.8 2.96 - <0.25 289.4 <0.010 70.1 - - - <0.10 0.012

11/14 8.24 409.1 2.29 <0.015 <0.25 217.6 <0.010 47.5 - - - <0.10 0.046

Water treatment plant Clean water tank: Odoptu­2 (North) WS. Parker Drilling 200 Camp

02/07 8.00 562.0 3.01 - <0.25 151.3 0.029 46.3 24.4 21.8 299 <0.10 0.023

05/07 8.01 588.8 2.75 - <0.25 244.4 0.047 46.0 - - - <0.10 -

08/14 8.16 603.0 2.90 - <0.25 288.4 <0.010 70.5 - - - <0.10 -

11/14 8.26 461.0 2.24 <0.015 <0.25 217.6 <0.010 54.85 - - - <0.10 -

Modular potable water treatment station – 600. Clean water tank: Odoptu-2 (North) WS main construction camp

02/07 7.75 650.8 3.12 - <0.25 327.7 <0.010 46.4 22.8 24.1 209.4 <0.10 0.027

05/07 7.72 555.0 2.81 - <0.25 273.5 0.014 52.6 - - - <0.10 -

08/14 7.98 636.0 3.05 - <0.25 299.1 <0.010 67.9 - - - <0.10

11/14 8.3 459.3 2.22 <0.015 <0.25 217.6 <0.010 50.49 - - - <0.10 -

Table 5.8­4. Results of potable water radiological and health/chemical tests

Parameters Health

Criteria*

Results of tests (sample collection December 6, 2018)

Drillers Camp Faucet (after

water treatment)

Main construction camp. Faucet (after water treatment)

Multipurpose building Faucet

(after water treatment)

Radiological tests, Bq/kg

Total alpha radioactivity 0.2 <0.01 <0.01 <0.01

Total beta radioactivity 1.0 <0.1 <0.1 <0.1

Health/chemical tests (mg/l)

DDT 0.1 <0.00001 <0.00001 <0.00001

DDE 0.1 <0.00001 <0.00001 <0.00001

HCCH 0.02 <0.00001 <0.00001 <0.00001

Lithium 0.03 <0.015 <0.015 <0.015

Strontium 7.0 <0.25 <0.25 <0.25

Barium 0.7 <0.1 <0.1 <0.1

Boron 0.5 <0.05 <0.05 <0.05

Chromium (hexavalent) 0.05 <0.025 <0.025 <0.025

Lead 0.01 <0.0003 <0.0003 <0.0003

Cadmium 0.001 <0.0003 <0.0003 <0.0003

Copper 1.0 <0.01 <0.01 <0.01

Zink 1.0 0.040 0.085 0.55

Manganese 0.1 0.021 0.026 0.024

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Parameters Health

Criteria*

Results of tests (sample collection December 6, 2018)

Drillers Camp Faucet (after

water treatment)

Main construction camp. Faucet (after water treatment)

Multipurpose building Faucet

(after water treatment)

Nickel 0.02 <0.015 <0.015 <0.015

Mercury 0.0005 <0.00001 <0.00001 <0.00001

Arsenic 0.01 <0.002 <0.002 <0.002

Total iron 0.3 <0.10 <0.10 <0.10

Aluminum 0.2 <0.04 <0.04 <0.04

Polyphosphates 3.5 0.19 0.19 0.21

Nitrites (NO2) 3.3 <0.20 <0.20 <0.20

Nitrates (NO3) 45 <0.20 <0.20 <0.20

Sulfates 500 47.5 46.2 46.1

Fluorides 1.5 <0.10 <0.10 <0.10

Calcium - 16.8 18.4 17.7

Magnesium 50 14.5 15.5 15.1

Sodium 200 113 119 157

Potassium - 7.3 6.8 6.6 * SanPiN 2.1.4.1074-01 Potable Water. Health Requirements for Water Quality of Centralized Potable Water Supply Systems. Quality Control. Health Requirements for Ensuring the Safety of Hot Water Supply Systems

The drinking water sample conformed with the regulatory requirements of SanPiN

2.1.4.1074-1 Potable Water. Health Requirements for Water Quality of Centralized Potable

Water Supply Systems. Quality Control.

5.9 Topsoil monitoring

Topsoil quality was monitored in the Odoptu­2 (North) WS area and in the impact zone

in 2018.

Monitored parameters and procedures for measuring soil quality at landfill and TWSS

are presented in the table below (Table 5.9­1).

Results of laboratory analysis of TWSS soil quality are presented in the table below

(Table 5.9­2).

Table 5.9­1 Monitored parameters of topsoil quality

# List of Monitored Characteristics

Unit of measur.

Contract laboratory Measurement

procedure

1 Hydrogen index pH

Autonomous Non-Profit Organization

(ANO) Sakhalin Hydrometeorology

Agency;

GOST 26423-85 Item 4.3

2 Petroleum products mg/g PNDF 16.1.21-98

3 Cadmium μg/g RD 52.18.685-2006

4 Barium μg/g RD 52.18.685-2006

5 Mercury μg/g RD 52.44.653-2003

6 Lead μg/g RD 52.18.685-2006

7 Zink μg/g RD 52.18.685-2006

8 Copper μg/g RD 52.18.685-2006

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# List of Monitored Characteristics

Unit of measur.

Contract laboratory Measurement

procedure

9 Arsenic μg/g RD 52.18.685-2006

10 Fly larvae and pupae ea. Sakhalin Oblast

Public Health/Epidemiology

Center

MP 2.1.7.2657-10

11 Coliform bacteria index cells/g MP No. FTs/4022.04

12 Enterococcus index cells/g MP No. FTs/4022.04

13 Geohelminth eggs and larvae

ea./kg MUK 4.2.2661-10

Waste disposal facility (WDF). Checkpoint on the slope away from TWSS

1 Petroleum products mg/g Autonomous Non-Profit Organization

(ANO) Sakhalin Hydrometeorology

Agency;

PNDF 16.1.21-98

2 Cadmium μg/g RD 52.18.685-2006

3 Nickel μg/g RD 52.18.685-2006

4 Mercury μg/g RD 52.44.653-2003

5 Lead μg/g RD 52.18.685-2006

Table 5.9­2 Results of TWSS Soil Analyses for Chemical, Microbiological, Parasitological, and Entomological Parameters

Sampling Depth, cm

pH Petroleum

product (mg/g)

Total of Heavy Metals, μg/kg Mobile heavy metals

(μg/kg) Coliform

index (cells/g)

Enterococci index (cells/g)

Fly larvae and

pupae

Geohelminth eggs and

larvae Barium Cadmium Copper Lead Zink Arsenic Nickel Mercury

0-5 6.2 0.0072 90 0.038 3.1 0.21 23 0.39 - ˂0.02 ˂10 ˂10 - not

determined

5-20 6.8 0.009 108 0.046 5.3 0.20 23 0.31 - 0.06 ˂10 ˂10 - -

0-10 - - - - - - - - - - - - not

determined

-

5-10 - - - - - - - - - - - - - not

determined

Aggregate sample (WDF)

6.7 ˂0.005 - 0.088 - 0.22 - - 5.0 ˂0.02 - - - -

MPC* - - - - - 32 - - 4 - - - - -

Tentatively Allowable

Concentrations**

- - - 0.5-2 33-132 32-130

55-220 - - - - - - -

SanPiN 2.1.7.1287

- - - - - - - - <10 <10 Absence

Absence

*GN 2.1.7.2041-06 **GN 2.1.7.2511-09 N/D = not detected

Topsoil quality at TWSS completely complied with GN 2.1.7.2041-06 “Maximum

Permissible Concentrations (MPC) of Chemicals in Soil. Health Standards” and GN 2.1.7.2511-

09 “Tentatively Allowable Concentrations (TACs) of Chemicals in Soil”.

5.10 Monitoring of physical factors

Physical factors were monitored in 2018. Lighting, sound pressure, vibration levels,

electromagnetic field generated by personal computers at workplaces, energy flux density

generated by transceiver antennas, intensity of thermal radiation and intensity of flare thermal

radiation as well as microclimate parameters in the office and residential buildings were

monitored at the Odoptu­2 (North) WS.

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Table 5.10-1 shows the procedures for measuring physical factors.

Study results are presented in Tables 5.10-2 – 5.10-4.

Table 5.10­1. Monitored indicators and measurement techniques for physical characteristics and air quality

# List of Monitored Characteristics

Contract laboratory Measurement procedure

1 Lighting

OOO Sakhalin Expert Center;

SanPiN 2.2.4.3359-16 Section Х Item 10.3

GOST R 24940-2016

2 Sound pressure, sound

levels MUK 4.3.2194-07

SanPiN 2.2.4.3359-16

3 Ionizing radiation Operations Manual MKS-АТ1117М

SanPiN 2.6.1.2523-09

4 Microclimate GOST 30494-2011

SanPiN 2.2.4.3359-16

5 Radio frequency

electromagnetic fields

SanPiN 2.2.4.3359-16 MUK 4.3.1167-03

Operations Manual MGFK 410000.001 PS

6 Vibration GOST 31319-2006

MP 3911-85 SanPiN 2.2.4.3359-16 Section IV Item 4.3

7 Electromagnetic fields and electrostatic field intensity

SanPiN 2.2.4.3359-16 Section VII Operations Manual MGFK 410000.001

PS

5.10.1 Lighting Monitoring

Artificial and natural lighting was measured by instruments in the premises of the

Odoptu-2 (North) WS in 2018.

Measurement results are presented in Table 5.10-2.

Table 5.10­2. Results of measurements of artificial and natural lighting

# Measurement site

Artificial lighting (lux)

Flicker factor (%)

Natural lighting

Result (total

lighting)

Maximum permissibl

e level

Result

Standard value

Exterior

lighting

With lateral lightin

g

Natural lighting

coefficient

Maximum permissibl

e level

Measurement date 06/22/2018

Multipurpose building Offices

1 Office No. S-111.

Paramedic workplace 500 400 ≤1 3** - - ≥0.5 ≥0.5

2 Office No. S-109.

Administrator workplace

800 400 ≤1 3** - - ≥0.5 ≥0.5

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# Measurement site

Artificial lighting (lux)

Flicker factor (%)

Natural lighting

Result (total

lighting)

Maximum permissibl

e level

Result

Standard value

Exterior

lighting

With lateral lightin

g

Natural lighting

coefficient

Maximum permissibl

e level

3 Office No. S-102.

Supervisor workplace 430 400 ≤1 3** - - ≥0.5 ≥0.5

Equipment repair shop

4 Workplace at the

window 720 200 ≤1 4** - - ≥0.5 ≥0.5

5 Workplace at the right 900 200 ≤1 4** - - ≥0.5 ≥0.5

6 Administrator/translat

or workplace 600 400 ≤1 3** - - ≥0.5 ≥0.5

Maintenance shop (fitting shop)

7 Mechanic’s workplace 520 200 ≤1 4** - - ≥0.5 ≥0.5

Instrumentation equipment repair shop

8 Workplace at the right 450 400 ≤1 3** - - ≥0.5 ≥0.5

9 Workplace at the left 540 400 ≤1 3** - - ≥0.5 ≥0.5

Odoptu WS camp

10

Office No. S-6. Health and safety specialist

workplace 410 400 ≤1 3** - - ≥0.5 ≥0.5

11

Office No. S-10. Drilling camp

manager workplace 620 400 ≤1 3** - - ≥0.5 ≥0.5

12

Office No. S-3. Doctor workplace (reception)

600 400 ≤1 3** - - ≥0.5 ≥0.5

* – SP 52.13330.2016 Natural and Artificial Lighting. Updated Version of SNiP 23-05-95*.

** – SanPiN 2.2.4.3359-16. Table P 9.2, Note 3.

The actual levels of artificial and natural lighting measured in the building rooms of the

Odoptu-2 (North) WS comply with the requirements of SanPiN 2.2.2/2.4.1340-03 “Health

Requirements for Video Displays, Personal Computers and Organization of Work, SP

52.13330.2016 Natural and Artificial Lighting”. Updated version of SanPiN 23-05-95*.

The pulse factor values did not exceed the permissible levels in all rooms either.

5.10.2 Noise impact monitoring

Noise levels were measured in the office rooms in 2018.

Results of noise level measurements are presented in Table 5.10-3.

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Table 5.10­3 Results of noise level measurements and assessment of equivalent noise levels at workplaces

# Measurement site Actual sound level,

dBa Permissible and equivalent

noise level

1 Module ОР-2. Test separator 70 80

2 Module ОР-3. Production Separator 72 80

3 Module ОР-6. Oil transfer pump A 89 80

4 Module ОР-6. Oil transfer pump B 95 80

5 Module ОР-10. Gas turbine compressor 92 80

6 Module ОР-30. Piperacks 72 80

7 Module ОР-58. Gas turbine generator A 92 80

8 Module ОР-58. Gas turbine generator B 92 80

9 Module ОР-34. Instrument air

compressor/nitrogen unit 91 80

10 Module ОР-38 67 80

11 Module ОР-42. Gas compression train 78 80

12 Module ОР-46. Produced water injection

and transfer pumps 83 80

13 Module ОР-49. Water-glycol heater 92 80

14 Module ОР-31.2. Fired glycol heaters 79 80

* – SN 2.2.4/2.1.8.562-96 Noise in Workplaces, Residential and Public Buildings, and Residential Development Areas, SanPiN 2.2.4.3359-16 Sanitary and Epidemiological Requirements for Workplace Physical Factors.

Based on the measurement results it was found that the actual sound levels exceeded

MPL (maximum permissible levels) established by SN 2.2.4/2.1.8.562-96 “Noise in

Workplaces, Residential and Public Buildings, and Residential Development Areas” at the

following points:

Module ОР-6. Oil transfer pump А – by 9 dBa;

Module ОР-6. Oil transfer pump B – by 15 dBa;

Module ОР-10. Gas turbine compressor – by 12 dBa;

Module ОР-58. Gas turbine generator A – by 12 dBa;

Module ОР-58. Gas turbine generator B – by 12 dBa;

Module ОР-34. Instrument air compressor/nitrogen unit – by 11 dBa;

Module ОР-46. Formation water injection and transfer pumps - by 3 dBa;

Module ОР-49. Glycol water heater – by 12 dBa.

No MPL exceedance for equivalent and maximum sound (noise) pressure was detected

in other rooms.

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Double hearing protection system (ear muffs and ear plugs) is used in these rooms

which is recommended by GOST 12.1.003-83 “Noise. General Safety Requirements”.

5.10.3 Vibration level monitoring

Vibration levels were monitored in 2018. The levels were measured in Module ОР-06

(Oil transfer pumps).

Measurement results are presented in Table 5.10-4.

Table 5.10­4 Vibration level measurement results

Direction of vibration impact

along axes.

Vibration category: 3 -

process

Vibration acceleration levels (dB)

In octave frequency bands with center frequencies (Hz)

Actual weighted vibration

acceleration level at the workstation

(dB)

Permissible adjusted vibration

acceleration level (dB). 1 2 4 8 16 31,5 63

Standard Z0, dB 121 118 115

116 121 127 133 100

Standard X0, Y0, dB

112 113 118

124 130 136 142 97

Module ОР-06. Oil transfer pump A

X - - - - - - - 86 97

Y - - - - - - - 78 97

Z - - - - - - - 88 100

Module ОР-06. Oil transfer pump B

X - - - - - - - 85 97

Y - - - - - - - 75 97

Z - - - - - - - 83 100

SN 2.2.4./2.1.8.566-96 Industrial Vibrations and Vibrations Inside Residential and Public Buildings

Laboratory analysis results show that no permissible vibrations values were exceeded

at the monitoring points in accordance with the SN 2.2.4/2.1.8.566-96 “Industrial Vibrations and

Vibrations Inside Residential and Public Buildings”.

5.10.4 Monitoring of electromagnetic field generated by personal computers at workplaces

During the report period, electromagnetic field generated by personal computers at

workplaces in the offices of the Odoptu-2 (North) WS.

Measurement results are presented in the table (Table 5.10­5).

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Table 5.10­5 Results of measurement of electromagnetic field parameters and electrostatic field intensity

#

Measurement date June 21, 2018

Measu

rem

en

t

ele

vati

on

Electric field intensity (Е), V/m

Magnetic flux density (Н), nT Electrostatic

field intensity (Е) kV/m Measurement point

location from 5 Hz to 2

kHz

from 2 kHz to

400 kHz

50 Hz

from 5 Hz to 2

kHz

from 2 kHz to

400 kHz

50 Hz

Security Building

1 Reception

0.5 8 ≤0.8 49 10 1 43 0,12

1.0 5 ≤0.8 61 10 1 51 0,12

1.4 1 ≤0.8 40 10 1 28 0,12

2 Enteroscope operator

workplace

0.5 4 ≤0.8 12 10 1 10 ≤0,1

1.0 2 ≤0.8 16 10 1 12 ≤0,1

1.4 1 ≤0.8 8 10 1 6 ≤0,1

3 Ecologist workplace

0.5 4 ≤0.8 12 10 1 8 ≤0,1

1.0 4 ≤0.8 16 10 1 12 ≤0,1

1.4 1 ≤0.8 8 10 1 4 ≤0,1

Multipurpose building

4 Office No. S-111.

Paramedic workplace

0.5 8 ≤0.8 40 10 1 43 ≤0,1

1.0 6 ≤0.8 12 10 1 51 ≤0,1

1.4 1 ≤0.8 16 10 1 28 ≤0,1

5 Office No. S-109.

Administrator workplace

0.5 14 ≤0.8 8 10 1 10 ≤0,1

1.0 16 ≤0.8 12 10 1 12 ≤0,1

1.4 2 ≤0.8 16 10 1 6 ≤0,1

6 Office No. S-102.

Supervisor workplace

0.5 8 ≤0.8 8 10 1 8 0,11

1.0 8 ≤0.8 49 10 1 12 0,11

1.4 5 ≤0.8 8 10 1 4 0,11

9 Office No. S-3. Doctor workplace (reception)

0.5 10 ≤0.8 8 10 1 8 ≤0,1

1.0 8 ≤0.8 49 10 1 12 ≤0,1

1.4 5 ≤0.8 8 10 1 4 ≤0,1

MPL* 25 2.5 - 250 25 - 15

SanPiN 2.2.2/2.4.1340-03, Hygienic Requirements for Personal Computers and Organization of Work

No exceedance of the electrical static and electrical field intensity as well as magnetic

flux density established in the standard requirements (SanPiN 2.2.2/2.4.1340-03 “Hygienic

Requirements for Personal Computers and Organization of Work)” was observed in all office

rooms.

5.10.5 Monitoring of transceiver antenna energy density

The density of electromagnetic field at a distance of 20 meters from the transceiver

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antenna areas were measured in 2018. The measurements were performed at 4 locations.

Energy flux density (EFD) measurements results are shown in Table 5.10­6).

Table 5.10­6 Summary of monitoring EMF energy density (at a distance of 20 m from transceiver antennas)

# Measurement site Frequency

(MHz)

EFD radiant exposure over a range of frequencies ˃=300 Mgz – 300 GGz

Actual Value Actual radiant exposure Maximum

permissible level

1 On the north side 130-6170 ≤0.1 ≤0.1 200

2 On the west side 130-6170 ≤0.1 ≤0.1 200

3 On the south side 130-6170 ≤0.1 ≤0.1 200

4 On the east side 130-6170 ≤0.1 ≤0.1 200

SanPiN 2.1.8/2.2.4.1383-03 - Sanitary Requirements for the Location and Operation of Radio Transmission Facilities

Based on investigations carried out at measuring points it was established that

transceiver EMF levels are within the maximum allowable limits as per SanPiN

2.1.8/2.2.4.1383-03 “Sanitary Requirements for the Location and Operation of Radio

Transmission Facilities”.

5.10.6 Monitoring of thermal radiation level and flare thermal radiation levels

Ionizing radiation monitoring

In 2018, ionizing radiation studies were conducted at Odoptu WS-2 (North).

Measurement results are presented in the table (Table 5.10­7).

Table 5.10­7. Results of flare ionizing radiation measurement

Measurement site Measurement date Measured value (mcSv/hr) MPL*

Flare unit

Point 1

06.21.2018

0.112 ≤2.5

Point 2 0.112 ≤2.5

Point 3 0.111 ≤2.5

Point 4 0.112 ≤2.5

* – Normative values are shown as per SanPiN 2.6.1.2523-09 NRB-99/2009 Radiation Safety Standards

In 2018, the ionizing radiation in the vicinity of the flare unit was fully compliant with

SanPiN 2.6.1.2523-09. Radiation Safety Standards (NRB-99/2009).

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Monitoring of thermal radiation level of flare unit

In 2018, ionizing radiation studies were conducted for flare unit at Odoptu WS-2 (North).

Measurement results are presented in the table (Table 5.10­8).

Table 5.10­8 The results thermal radiation measurements

# Measurement site Measurement

point elevation (m)

Thermal radiation (W/m³)

01/14/2018 06/21/2018

Distance from source

(m)

Actinometer readings

Distance from source

(m)

Actinometer readings

1 HP and LP flare unit (10 m from the source) North side

0.1-1.5 200 21-21 200 ≤10

2 HP and LP flare unit (10 m from the source) West side

0.1-1.5 200 24-24 200 ≤10

3 HP and LP flare unit (10 m from the source) South side

0.1-1.5 200 23-23 200 ≤10

4 HP and LP flare unit (10 m from the source) East side

0.1-1.5 200 23-23 200 ≤10

*- SanPiN 2.2.4.3359-16 Sanitary and Epidemiological Requirements for Workplace Physical Factors

The measured level of thermal radiation (irradiance) emitted by the flare unit at Odoptu-

2 WS (North) is within the allowable limits established by SanPiN 2.2.4.3359-16 “Sanitary and

Epidemiological Requirements for Workplace Physical Factors” for white and red hot surfaces

(incandescent or molten metal, glass, flame, etc.) which are equal to 140 W/m2 in all directions.

Thermal radiation levels are completely within the regulatory limits.

5.10.7 Monitoring of microclimate parameters

Microclimate parameters in living quarters and office spaces at Odoptu-2 WS (North)

were measured in 2018. Microclimate parameters were monitored in the following spaces:

1. Living quarters in the Multi-Purpose Building;

2. Living quarters at Odoptu WS camp.

3. Office quarters in the Multi-Purpose Building;

4. Office quarters at Odoptu WS camp.

Microclimate measurement summary is provided in the table below (Table 2.10-9).

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Table 5.10­9. Microclimate measurement summary

# D

ate

of

sa

mp

lin

g

Space description Measureme

nt height range (m)

Air temperature

range (T) (ºС)

Relative humidity

range (f) %

Movement velocity range (V)

(m/s)

Thermal radiation

range

W/m³

Surface temperature

range (Ts) (ºС)

Multipurpose building Living quarters

1 01/14/2018

Room No. S-215 0.1 - 1.7 18.0-18.0 18.0-18.0 0,1 25,0 18

2 Room No. S-221 0.1 - 1.7 23.0-23.0 20.0-20.0 0,1 25,0 19

3 Room No. S-224 0.1 - 1.7 23.0-23.0 21.0-21.0 0,1 25,0 22

Allowable limits * 18-24 ≤60 ≤0.2 - -

4 06/22/2018

Room No. S-215 0.1 -0.6-1.7 20-22 33 0,1 - -

5 Room No. S-221 0.1-0.6-1.7 24-25 25 0,1 - -

6 Room No. S-224 0.1 – 0.6-

1.7 21 25 0,1 - -

Allowable limits ** 20-28 ≤ 65 0.3

Odoptu WS camp. Living quarters

7

01/14/2018

Room No. B-13 0.1 - 1.7 20.0-20.0 35.0-35.0 0,1 25,0 18

8 Room No. B 8 0.1 - 1.7 23.0-23.0 28.0-28.0 0,1 25,0 19

9 Room No. B 37 0.1 - 1.7 21.0-22.0 47.0-47.0 0,1 24,0 18

10 Room No. B 38 0.1 - 1.7 20.0-21.0 35.0-35.0 0,1 24,0 18

Allowable limits * 20-25 15-75 ≤0.05 - -

11

06/22/2018

Room No. B-13 0.1-0.6-1.7 23 42 0,1 - -

12 Room No. B 8 0.1-0.6-1.7 23-24 42 0,1 - -

13 Room No. B 37 0.1-0.6-1.7 20-21 41 0,1 - -

14 Room No. B 38 0.1-0.6-1.7 25 42 0,1 - -

Allowable limits ** 20-28 ≤ 65 0.3 - -

Multipurpose building Offices

15

01/14/2018

Office No. S 111, paramedic's workplace

0.1 - 1.5 24.0 – 24.0 15.0 0,05-0,05 25,0-25,0 19,0-19,0

16

Office No. S 109, Administrative

Assistant's workplace

0.1 - 1.5 22.0-22.0 18.0 0,1-0,1 27,0-27,0 19,0-19,0

17 Office No. S 102,

Supervisor's workplace

0.1 - 1.5 24.0-24.0 16.0 0,05-0,1 25,0-25,0 20,0-20,0

Allowable limits * 20-25 15-75 ≤0.1 - -

18

06/22/2018

Office No. 111, paramedic's workplace

0.1-1 22-22 40 0,1-0,1 - -

19

Office No. S 109, Administrative

Assistant's workplace

0.1-1 22-22 38 0,1-0,1 - -

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# D

ate

of

sa

mp

lin

g

Space description Measureme

nt height range (m)

Air temperature

range (T) (ºС)

Relative humidity

range (f) %

Movement velocity range (V)

(m/s)

Thermal radiation

range

W/m³

Surface temperature

range (Ts) (ºС)

20 Office No. S 102,

Supervisor's workplace

0.1-1 22-22 40 0,1-0,1 - -

Allowable limits ** 21-28 15-75 0.1

Odoptu WS camp. Offices

21

01/14/2018

Office No. S 6, HSE Engineer's

workplace 0.1 - 1.5 22.0-22.0 19.0 0,05 25,0-25,0 19,0-19,0

22

Office No. S 10, Drilling Camp

Manager's workplace

0.1 - 1.5 20.0-20.0 20.0 0,05 27,0-27,0 19,0-19,0

23

Office No. S 3, Doctor's

workplace (waiting room)

0.1 - 1.5 23.0-23.0 18.0 0,05 25,0-25,0 20,0-20,0

Allowable limits * 20-25 15-75 ≤0.1 - -

24

06/22/2018

Office No. S 6, HSE Engineer's

workplace 0.1-1 22 43 0,1 - -

25

Office No. S 10, Drilling Camp

Manager's workplace

0.1-1 22-23 42 0,1 - -

26

Office No. S 3, Doctor's

workplace (waiting room)

0.1-1 21 43 0,1 - -

Allowable limits ** 21-28 15 - 75 0.1

* – GOST 30494-2011

**- SanPiN 2.2.4.3359-16 Sanitary and Epidemiological Requirements for Workplace Physical Factors

Overall, during the 2018 observation period, microclimate parameters in offices and

living quarters of Odoptu-2 WS (North) WS conformed to GOST 30494-2011 “Residential and

Public Buildings. Indoor Microclimate Parameters” and SanPiN 2.2.4.3359-16 “Sanitary and

Epidemiological Requirements for Workplace Physical Factors”.

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List of References

1. GN 2.1.6.3492-17 Maximum Permissible Concentrations (MPC) of Pollutants in the air of Urban and Rural Communities.

2. SanPiN 2.6.1.2523-09, Radiation Safety Standards (NRB-99/2009);

3. RD 52.04.186-89, Air Pollution Control Guidelines

4. SanPiN 2.1.8/2.2.4.1383-03 - Sanitary Requirements for the Location and Operation of Radio Transmission Equipment

5. SanPiN 2.2.4.3359-16 Sanitary and Epidemiological Requirements for Workplace Physical Factors

6. SanPiN 2.2.4.3359-16 Sanitary and Epidemiological Requirements for Workplace Physical Factors;

7. SN 2.2.4/2.1.8.562-96 Noise in Workplaces, Residential and Public Buildings, and Residential Development Areas.

8. Volume of Maximum Allowable Emissions for Odoptu-2 (North) WS .

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Attachment A: List of instruments used for workplace environmental monitoring

INSTRUMENT CALIBRATION

DUE DATE TECHNICAL CHARACTERISTICS

А-01 aspirator

No. 242/895-2017 March 1, 2018

Setting gas flow rate range up to 45 dm3/min

Measurement error: 5 %

GANK-4 gas analyzer

No. 16001771321 February 20, 2018

Concentration measurement range: from 0.5 average daily MPC

up to 20 single MPC

Measurement error no greater than 20%

Single-channel aspirator ABA-1-120-02А

No. 64-17 until April 9, 2018

Sample volume (dm3/min) is not limited.

Sample volume measurement accuracy – 5%

OP-824 TTs aspirator

No. 68-17 until April 9, 2018

Setting gas flow rate range up to 0.2-20.0 L/min

Range of flow rate settings: 1,2 channels 0.2-1.0 L/min

3,4 channels 5.0-20.0 L/min

Gas flow rate setting interval:

0.2-1.0 L/min 0.2 L/min

5.0-20.0 L/min 5.0 L/min

Pitot tube

No. 2930-2016

Used to measure volumetric flow of liquid and gas at one point of the cross-section of

cylindrical pipe having a diameter of at least 300 mm.

Pitot tubes are used along with DTTs-01-type differential pressure gauges for measuring

velocities in gas ducts and ventilation systems.

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INSTRUMENT CALIBRATION

DUE DATE TECHNICAL CHARACTERISTICS

M-67 Barometer # 1187

No. 649 until September 15,

2018

Atmospheric pressure measuring range from 80 to 120 kPa (610 – 790 mm Hg)

Allowable accuracy limits after correction (mm Hg) ± 0.8

Ekspert gas analyzer

No. 878516

The gas analyzer is designed for automatic continuous monitoring of harmful substances in the atmospheric air and in industrial emissions.

Units of measure (mg/m3), ppm, mg O2 (in terms of basic O2 content).

Operating temperature: from -30 to +50 0С.

Polar T Ex gas analyzer

No. 305210 April 26, 2018

The gas analyzer is designed for automatic continuous monitoring of harmful substances in the atmospheric air and in industrial emissions.

Units of measure (mg/m3), ppm, mg O2 (in terms of basic O2 content).

Operating temperature: from -40 to +45 0С.

DKS-AT1123 Dose rate No. 50651

No. 4/410-3012

Instrument for measuring X-ray and gamma radiation doses:

▪continuous long-term action ▪continuous short-term action

▪pulse action.

Measured concentration range:

▪continuous long-term and short-term radiation 15 keV-3 MeV

▪pulse action 15 keV – 10 MeV

Measurement error no greater than 20%

▪continuous long-term and short-term radiation ±15%

▪pulse action ±30%

DRBP-03 dose meter/radiometer

No. 17/10247 until June 12, 2018

Device for measuring the equivalent dose and equivalent dose rate of ionizing photon radiation

and flux density of α- and β-emissions.

Energy range of metered ionizing photon radiation 0.05–3.0 MeV.

Metered energy range of

α-emission of Pu-239 and β-emission 0.15–3.5 MeV.

Equivalent dose rate measurement range 0.10–3×106 mSv /hr.

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INSTRUMENT CALIBRATION

DUE DATE TECHNICAL CHARACTERISTICS

Equivalent dose measurement range 0.01–104 mSv.

Main relative measurement error: 15%.

OKTAVA-110A noise meter/spectral analyzer No. А081384

No. 17/6126 April 25, 2018

The instrument is designed for professional field and lab measurements of sound, infrasound,

ultrasound, overall and local vibration, building and machinery vibration, and for frequency

analyses of signals produced by various primary transducers (microphones, vibration sensors,

pressure fluctuation sensors, measuring antennas, etc.), and so on.

Assistant noise and vibration analyzer

No. 3/340-1267-17 July 11, 2018

The noise meter is designed for measuring noise levels, sound pressure levels and perform

frequency analysis over sound, infrasound and ultrasound frequency ranges.

TKA-PKM integrated pulse/lux meter (Kit No. 08) No. 08 1843

No. 05.015171.16

The instrument is designed for measuring flicker index of various randomly located light sources and light levels over the visible spectrum (380-

760 nm).

Light level range: 10 ÷ 200 000 Lux

Main relative light level measurement: ± 8.0 % (max)

Flicker index range: 1 ÷ 100 %

Main relative flicker index measurement error: ± 10,0 %

P3-50 EM radiation meter

No. 2/204-14147-16

A P3-50 EM radiation meter is designed for:

measuring energy flux density over a frequency range of 0.3 – 40 GHz;

measuring EMF strength over a frequency range of 0.01-300 MHz;

measuring EMF strength over a frequency range of 0.01-50 MHz;

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INSTRUMENT CALIBRATION

DUE DATE TECHNICAL CHARACTERISTICS

P3-41 EM radiation meter

No. 2/204-14027-17

March 28, 2018

P3-41 meter is designed to detect and monitor biologically hazardous levels of EM radiation,

strength and energy flux density and exposure.

VE-Metr AT-002 - electric and magnetic field meter

No. 08.004364.17 May 4, 2018

The instrument is designed for measuring mean square values of EMF over a range of radiation frequencies typical of personal computers and

their screens.

Range of permissible relative measurement error limits 20 %.

Meteoskop microclimate measuring instrument

No. 207/17-02082p until December 20,

2019

Temperature measurement range: from -40 to +85 0С

Relative humidity measurement range: from 3% to 97%

Air flow rate measurement range: from 0.1 to 20 m/s

Air pressure measurement range: 80 – 110 kPa

(from 600 to 825 mm Hg)

EU level gauge Ser. No. 506.13

Not listed in the official Register of

instruments requiring calibration

Maximum measurement level for EU-100 -100 m

Water level alarm

- light

- sound

HI 98312 conductivity meter No. 17/00176 until January 26, 2018

Range of measurements:

EC 0.00 - 20.00 mS/cm (±0.01 mS/cm)

TDS 0.00 - 10.00 ppt (±0.01 ppt)

Temperature 0.0 - 60.0 0C (±0.1°C)

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INSTRUMENT CALIBRATION

DUE DATE TECHNICAL CHARACTERISTICS

PE-1110 sampler

Does not require calibration

Sample – 0.5-1.0 L

Sampling depth: 0.3–2.0 m

Type of sampling container – plastic or glass bottle

System material - PTFE.