合肥淝河塑料有限公司一次性旅游雨衣、水产品氧气袋项目阶段性竣工环境保护验收

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合肥淝河塑料有限公司一次性旅游雨衣、水产品氧气袋项目阶段性竣工环境保护验收

建设项目名称

一次性旅游雨衣、水产品氧气袋项目

建设单位名称

(略)

建设项目性质

新建t改建¨技改¨扩建¨

建设地点

肥东县桥头集镇桥头集社区居委会双山路西

设计能力

年产6000万只一次性旅游雨衣、4000万只水产品氧气袋

实际能力

年产1000万只水产品氧气袋

建设项目环评时间

2019年10月

开工建设时间

2021年07月

竣工时间

2023年06月

验收现场监测时间

2023年08月10日~08月11日

环评报告表

审批部门

(略) 肥东县生态环境分局(原肥东县环境保护局)

环评报告表

编制单位

安徽 (略)

投资总概算

3104.54万

环保投资总概算

25万

比例

0.81%

实际总投资

500万

实际环保投资

15万

比例

3.0%

验收监测依据

1.《中华人民共和国环境保护法》(2015年1月1日施行);

2.《中华人民共和国大气污染防治法》(2018年10月26日修订);

3.《中华人民共和国水污染防治法》(2017年6月27日修订);

4.《中华人民共和国环境噪声污染防治法》(2018年12月29日修订);

5.《中华人民共和国固体废物污染环境防治法》(2020年4月29日修订);

6.《建设项目环境保护管理条例》(中华人民 (略) 令第682号,2017年7月16日);

7.关于发布《建设项目竣工环境保护验收暂行办法》的公告(国环规环评[2017]4号);

验收监测依据

8. 《建设项目竣工环境保护验收技术指南污染影响类》(生态环境部公告[2018]9号,2018年5月15日);

9. 关于印发《污染影响类建设项目重大变动清单(试行)》的通知(生态环境部办公厅2020年12月13日);

10.《 (略) 一次性旅游雨衣、水产品氧气袋项目环境影响报告表》(安徽 (略) ,2019年10月);

11.《关于一次性旅游雨衣、水产品氧气袋项目环境影响评价报告表的批复》( (略) 肥东县生态环境分局,东环建审[2019]179号,2019年12月20日);

12. (略) 地方标准《工业企业挥发性有机排放控制标准》(DB12/524-2020,2020年11月01日实施);

13.其他相关资料。

验收监测评价标准、标号、级别、限值

项目吹膜工序产生的有机废 (略) 地方标准《工业企业挥发性有机排放控制标准》(DB12/524-2020)中表1中塑料制品制造标准限值,厂内有机废气执行《挥发性有机无组织排放控制标准》(GB37822-2019)表A.1中特别排放限值;厂界非*烷总经参照执行《大气污染物综合排放标准》(GB16297-1996)中无组织限值,具体限值见表1-1、1-2。

表1-1有组织废气污染物排放标准

污染物

最高允许排放浓度(mg/m3

排气筒高度(m)

最高允许排放速率二级(kg/h)

非*烷总烃

40

15

1.2

验收监测评价标准、标号、级别、限值

表1-2无组织废气排放标准限值

污染物

监控点

浓度限值(mg/m3

标准来源

非*烷总烃

厂房外监控点(监控点处任意一次浓度值)

20

GB37822-2019

4

DB12/524-2020

非*烷总烃

周界外浓度最高点

4.0

GB16297-1996

3、项目噪声执行《工业企业厂界环境噪声排放标准》(GB12348-2008)中2类标准,具体限值见表1-3。

表1-3厂界噪声排放标准dB(A)

类别

昼间

限值来源

厂界环境噪声

60

GB12348-2008

4、一般固废执行《一般工业固体废物贮存和填埋污染控制标准》(GB18599-2020)相关要求,危险固废执行《危险废物贮存污染控制标准》(GB18597-2001)及2013年修改单、《危险废物识别标志设置技术规范》(HJ1276-2023)中相关规定。

总量控制

项目环评设计要求:废水总量控制指标纳入庐江县益民污水处理厂的总量指标,不单独申请总量。

项目VOCs排放量为0.237t/a。

表二

(略) 2007年5月注册成立,是一家塑料制品研发、生产、销售于一体的专业化生产企业。

根据发展需要,2019年租赁合肥 (略) 厂房,投资建设“一次性旅游雨衣、水产品氧气袋项目”,项目于2019年7月15日在肥东县发展和改革委员会进行了备案,项目代码:2019-*-29-03-*,备案规模年产6000万只一次性旅游雨衣、4000万只水产品氧气袋。

2019年9月 (略) 根据《中华人民共和国环境保护法》、《中华人民共和国环境影响评价法》委托安徽 (略) 进行该项目的环评工作,安徽 (略) 于2019年10月编制送审该项目环境影响报告表,2019年12月 (略) 肥东县生态环境分局以东环建审[2019]179号对该项目环评影响评价报告表进行批复。

2021年07月项目开工建设,此后新冠疫情及发展需要等原因,项目建设进展缓慢,2023年1月正式建设,1#厂房内布设1台吹膜机、1台搅拌机、1台分切机,2023年6月工程阶段性竣工,进行调试生产。

(略) 根据《建设项目竣工环境保护验收暂行办法》(国环规环评[2017]4号)收集相关验收监测资料,确定本项目竣工验收监测内容,并编制本项目验收检测方案。于2023年5月委托安徽 (略) 进行验收检测,2023年08月10日~08月11日安徽 (略) 组织技术人员对该项目污染物排放进行检测,并出具本项目验收检测报告(AHMS*)。 (略) 在对监测结果处理、分析并汇集相关资料的基础上编制了本验收监测报告。

工程建设内容:

项目占地面积:8010m2

建设规模:租赁合肥 (略) 厂房。1#厂房内布设1台吹膜机、1台搅拌机、1台分切机,配套设置办公区等,现阶段具备年产1000万只水产品氧气袋的能力。

项目地理位置及周边环境状况:位于肥东县桥头集镇桥头集社区居委会双山路西,项目区中心地理坐标为(东经117.*°,北纬31.*°),公司东侧为双山路、西侧、北侧均为待开发空地,南侧为空置厂房。

工作制度及劳动定员:实行单白班工作制,每班工作8小时,全年工作日300天。

项目产品方案详见表2-2。

表2-2项目产品方案一览表

序号

产品名称

环评设计生产能力

实际建设生产能力

备注

1

一次性旅游雨衣

6000万只/年

0

现阶段仅建设1条吹膜生产线,用于生产水产品氧气袋

2

水产品氧气袋

4000万只/年

1000万只/年

项目环评设计要求与实际建成情况见表2-3。

表2-3项目环评要求与实际建成内容对照一览表

工程类别

工程名称

本项目环评设计工程建设内容

本项目实际建成情况

相符性

主体工程

1#车间

位于厂区北侧,计划布置8台自动分切机,建筑面积420m2

厂房内,设置1台吹膜机、1台搅拌机、1台自动分切机,具备年产1000万只水产品氧气袋

车间布局功能调整,面积不变

2#车间

位于厂区南侧,计划布置3台冷封机,用于产品手工组装,建筑面积682.38m2

暂未建设

不在本次验收范围内

3#车间

位于厂区西侧,计划布置22台吹膜机和2台搅拌机,建筑面积2948m2

暂未建设

辅助工程

办公室

位于厂区东南侧,用于企业办公,建筑面积约275.46m2

位于厂区东南侧,用于企业办公,建筑面积约275.46m2

与环评设计一致

门卫室

位于厂区东北侧,用于厂区值班人员办公,建筑面积20m2

位于厂区东北侧,用于厂区值班人员办公,建筑面积20m2

与环评设计一致

储运工程

1#原料仓库

位于厂区中部,建筑面积约256.77m2,主要用于储存原材料

在1#车间内设置原料存储区,存放塑料粒子

储存位置调整,满足现阶段生产需要

2#原料仓库

位于厂区南部,建筑面积约568.8m2,主要用于储存原材料

3#原料仓库

位于厂区东部,建筑面积约568.8m2,主要用于储存原材料

暂未建设

不在本次验收范围内

1#成品仓库

位于厂区中西侧,建筑面积约750m2,主要用于储存雨衣成品

暂未建设

2#成品仓库

位于厂区西北侧,建筑面积约420.76m2,主要用于储存氧气袋成品。

暂未建设

不在本次验收范围内

公用

工程

给水系统

桥头集镇供水管网供水,用水量为360t/a。

桥头集镇供水管网供水,用水量为50t/a。

较环评量减少,满足现阶段用水需要

排水系统

雨污分流,雨水进入厂区雨水管网,生活污水进入化粪池。

生产不涉及用水,无生产废水;生活污水由化粪池处理后,清掏用作周边农田施肥

与环评设计一致

配电系统

桥头集镇供电系统供电,年用电量30万度。

桥头集镇供电系统供电,年用电量5万度。

较环评量减少,满足现阶段用水需要

环保工程

废水处理

采取雨污分流。雨水经厂区雨水管网排出厂外,生活污水通过化粪池预处理后用于农田施肥。

生雨污分流,产不涉及用水,无生产废水;生活污水由化粪池处理后,清掏用作周边农田施肥

与环评设计一致

废气治理

3#厂房吹膜废气经集气罩收集(收集效率90%),二级活性炭吸附系统处理(处理效率90%),经15m高排气简排放。

现阶段吹膜位于1#厂房,废气经集气罩收集,引入活性炭吸附装置+光解活性炭一体机处理,经15m高排气简排放。

满足环评设计要求

噪声处理

采取厂房隔声、减振等措施。

采取厂房隔声、减振等措施。

与环评设计一致

固废处置

一般工业固体废物如废边角料和废次品综合利用;废活性炭在厂区危废库暂存后交有资质单位处置(危废库20m2);生活垃圾送环卫部门集中处理。

一般工业固体废物如废边角料和废次品综合利用;废活性炭在厂区危废库暂存后交有资质单位处置(危废库20m2);生活垃圾送环卫部门集中处理。

与环评设计一致

主要设备情况

建设项目主要生产设备见表2-4

表2-4项目主要设备一览表

名称

型号

设计数量(台)

实际数量(台)

备注

吹膜机

GY-CM-60

5

0

现阶段仅1套生产装置

吹膜机

GY-CM-45

5

0

吹膜机

SJ-M12000

2

0

吹膜机

SJ-M70

5

0

吹膜机

SJ-M1200*2

5

0

吹膜机

BST-G2500

/

1

搅拌机

1000kg立式

1

0

搅拌机

200kg卧式

/

1

气泵

/

5

0

冷封机

/

3

1

搅拌机

1500kg

1

0

自动分切机

/

8

1

主要原辅材及能源

建设项目主要原辅材料见表2-5。

表2-5主要原辅材料、能源消耗情况一览表

名称

环评设计用量(吨/年)

实际用量(吨/年)

备注

LDPE

3500

500

现阶段仅1套生产装置

HDPE

3000

100

LLDPE

600

400

色母粒

100

2

消泡剂

3000

10

360

50

30万度/年

5万度

水源及水平衡

供水:本项目 (略) 政供水,生产不涉及用水,无生产废水;生活污水由化粪池处理后,清掏用作周边农田施肥。

图2-1项目水量平衡图(t/d)

主要工艺流程及产物环节;

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注:N一噪声;S—边角料;G一废气;

图2-2工艺流程图及产污环节图

主要生产工艺简述:

吹膜:外购粒子与色母粒、消泡剂经搅拌机混合后注入吹膜机,通过电加热的方式将塑料粒子融化后吹成薄膜,吹膜工序温度控制在170C~180C之间。根据所需尺寸对半成品薄膜进行收卷。

分切:将收卷后的塑料膜按规格大小进行分切。

封边:裁剪后的塑料薄膜通过人工方式进行封边。

检测:经检验合格后,方可进入包装工序。

包装入库:检验合格的产品经包装后送入成品库。

项目变动情况

根据《建设项目竣工环境保护验收暂行办法》、《建设项目竣工环境保护验收技术指南污染影响类》、《污染影响类建设项目重大变动清单(试行)》有关要求,建设项目的性质、规模、地点、生产工艺和环境保护措施五个因素中的一项或一项以上发生重大变动,且可能导致环境影响显著变化(特别是不利环境影响加重)的,界定为重大变动。根据验收现场勘查,对比项目环境影响报告表设计情况,现将企业变动情况逐项进行说明,本项目实际建设过程中变化情况详见下表。

表2-6重大变动情况一览表

项目

重大变动清单

对照分析

变化

情况

变动

界定

性质

1.建设项目开发、使用功能发生变化的。

本项目开发、使用功能未发生变化。

无变化

-

规模

2.生产、处置或储存能力增大30%及以上的。

本项目生产、处置或储存能力未增大。

无变化

-

3.生产、处置或储存能力增大,导致废水第一类污染物排放量增加的。

本项目生产、处置或储存能力未增大

无变化

-

规模

4.位于环境质量不达标区的建设项目生产、处置或储存能力增大,导致相应污染物排放量增加的(细颗粒物物不达标区,相应污染物为二氧化硫、氮氧化物、可吸入颗粒物、挥发性有机物;臭氧不达标区,相应污染物为氮氧化物、挥发性有机物;其他大气、水污染物因子不达标区,相应污染物为超标污染因子);位于达标区的建设项目生产、处置或储存能力增大,导致污染物排放量增加10%及以上的。

本项目生产、处置或储存能力未增大。

无变化

-

地点

5.重新选址;在原厂址附近调整(包括总平面布置变化)导致环境防护距离范围变化且新增敏感点的。

本项目未重新选址;车间布局与原环评及批复不一致

在原厂址内调整,环境防护距离范围无变化且无新增敏感点

不属于重大变动

生产工艺

6.新增产品品种或生产工艺(含主要生产装置、设备及配套设施)、主要原辅材料、燃料变化,导致以下情形之一:

/

无变化

-

(1)新增排放污染物种类的(毒性、挥发性降低的除外);

未新增排放污染物种类。

(2)位于环境质量不达标区的建设项目相应污染物排放量增加的;

污染物排放量未增加。

(3)废水第一类污染物排放量增加的;

废水第一类污染物排放量未增加。

(4)其他污染物排放量增加10%及以上的

其他污染物排放量未增加。

7.物流运输、装卸、贮存方式变化,导致大气污染物无组织排放量增加10%及以上的。

物料运输、装卸、贮存方式均未发生变化。

无变化

-

环境保护措施

8.废气、废水污染防治措施变化,导致第6条中所列情形之一(废气无组织排放改为有组织排放、污染防治措施强化或改进的除外)或大气污染物无组织排放量增加10%及以上的。

废气治理设施由二级活性炭变更为活性炭吸附装置+光氧活性炭一体机

优化废气治理措施,提升处理能力

无变化

9.新增废水直接排放口;废水由间接排放改为直接排放;废水直接排放口位置变化,导致不利环境影响加重的。

未新增废水直接排放口;废水排放方式未发生变化;废水间接排放。

无变化

-

10.新增废气主要排放口(废气无组织排放改为有组织排放的除外);主要排放口排气筒高度降低10%及以上的。

未新增废气主要排放口,本项目无主要排放口。

无变化

-

11.噪声、土壤或地下水污染防治措施变化,导致不利环境影响加重的。

噪声防治措施未发生变化,土壤或地下水污染防治措施未发生变化。

无变化

-

12.固体废物利用处置方式由委托外单位利用处置改为自行利用处置的(自行利用处置设施单独开展环境影响评价的除外);固体废物自行处置方式变化,导致不利环境影响加重的。

固体废物利用处置方式未发生变化。

无变化

-

13.事故废水暂存能力或拦截设施变化,导致环境风险防范能力弱化或降低的。

未改变事故废水暂存能力或拦截设施

无变化

-

通过以上分析,本项目的变动不会增加污染因子,污染物排放总量也在核定的总量范围之内。故本项目变动不属于重大变动范围之列。

,合肥

建设项目名称

一次性旅游雨衣、水产品氧气袋项目

建设单位名称

(略)

建设项目性质

新建t改建¨技改¨扩建¨

建设地点

肥东县桥头集镇桥头集社区居委会双山路西

设计能力

年产6000万只一次性旅游雨衣、4000万只水产品氧气袋

实际能力

年产1000万只水产品氧气袋

建设项目环评时间

2019年10月

开工建设时间

2021年07月

竣工时间

2023年06月

验收现场监测时间

2023年08月10日~08月11日

环评报告表

审批部门

(略) 肥东县生态环境分局(原肥东县环境保护局)

环评报告表

编制单位

安徽 (略)

投资总概算

3104.54万

环保投资总概算

25万

比例

0.81%

实际总投资

500万

实际环保投资

15万

比例

3.0%

验收监测依据

1.《中华人民共和国环境保护法》(2015年1月1日施行);

2.《中华人民共和国大气污染防治法》(2018年10月26日修订);

3.《中华人民共和国水污染防治法》(2017年6月27日修订);

4.《中华人民共和国环境噪声污染防治法》(2018年12月29日修订);

5.《中华人民共和国固体废物污染环境防治法》(2020年4月29日修订);

6.《建设项目环境保护管理条例》(中华人民 (略) 令第682号,2017年7月16日);

7.关于发布《建设项目竣工环境保护验收暂行办法》的公告(国环规环评[2017]4号);

验收监测依据

8. 《建设项目竣工环境保护验收技术指南污染影响类》(生态环境部公告[2018]9号,2018年5月15日);

9. 关于印发《污染影响类建设项目重大变动清单(试行)》的通知(生态环境部办公厅2020年12月13日);

10.《 (略) 一次性旅游雨衣、水产品氧气袋项目环境影响报告表》(安徽 (略) ,2019年10月);

11.《关于一次性旅游雨衣、水产品氧气袋项目环境影响评价报告表的批复》( (略) 肥东县生态环境分局,东环建审[2019]179号,2019年12月20日);

12. (略) 地方标准《工业企业挥发性有机排放控制标准》(DB12/524-2020,2020年11月01日实施);

13.其他相关资料。

验收监测评价标准、标号、级别、限值

项目吹膜工序产生的有机废 (略) 地方标准《工业企业挥发性有机排放控制标准》(DB12/524-2020)中表1中塑料制品制造标准限值,厂内有机废气执行《挥发性有机无组织排放控制标准》(GB37822-2019)表A.1中特别排放限值;厂界非*烷总经参照执行《大气污染物综合排放标准》(GB16297-1996)中无组织限值,具体限值见表1-1、1-2。

表1-1有组织废气污染物排放标准

污染物

最高允许排放浓度(mg/m3

排气筒高度(m)

最高允许排放速率二级(kg/h)

非*烷总烃

40

15

1.2

验收监测评价标准、标号、级别、限值

表1-2无组织废气排放标准限值

污染物

监控点

浓度限值(mg/m3

标准来源

非*烷总烃

厂房外监控点(监控点处任意一次浓度值)

20

GB37822-2019

4

DB12/524-2020

非*烷总烃

周界外浓度最高点

4.0

GB16297-1996

3、项目噪声执行《工业企业厂界环境噪声排放标准》(GB12348-2008)中2类标准,具体限值见表1-3。

表1-3厂界噪声排放标准dB(A)

类别

昼间

限值来源

厂界环境噪声

60

GB12348-2008

4、一般固废执行《一般工业固体废物贮存和填埋污染控制标准》(GB18599-2020)相关要求,危险固废执行《危险废物贮存污染控制标准》(GB18597-2001)及2013年修改单、《危险废物识别标志设置技术规范》(HJ1276-2023)中相关规定。

总量控制

项目环评设计要求:废水总量控制指标纳入庐江县益民污水处理厂的总量指标,不单独申请总量。

项目VOCs排放量为0.237t/a。

表二

(略) 2007年5月注册成立,是一家塑料制品研发、生产、销售于一体的专业化生产企业。

根据发展需要,2019年租赁合肥 (略) 厂房,投资建设“一次性旅游雨衣、水产品氧气袋项目”,项目于2019年7月15日在肥东县发展和改革委员会进行了备案,项目代码:2019-*-29-03-*,备案规模年产6000万只一次性旅游雨衣、4000万只水产品氧气袋。

2019年9月 (略) 根据《中华人民共和国环境保护法》、《中华人民共和国环境影响评价法》委托安徽 (略) 进行该项目的环评工作,安徽 (略) 于2019年10月编制送审该项目环境影响报告表,2019年12月 (略) 肥东县生态环境分局以东环建审[2019]179号对该项目环评影响评价报告表进行批复。

2021年07月项目开工建设,此后新冠疫情及发展需要等原因,项目建设进展缓慢,2023年1月正式建设,1#厂房内布设1台吹膜机、1台搅拌机、1台分切机,2023年6月工程阶段性竣工,进行调试生产。

(略) 根据《建设项目竣工环境保护验收暂行办法》(国环规环评[2017]4号)收集相关验收监测资料,确定本项目竣工验收监测内容,并编制本项目验收检测方案。于2023年5月委托安徽 (略) 进行验收检测,2023年08月10日~08月11日安徽 (略) 组织技术人员对该项目污染物排放进行检测,并出具本项目验收检测报告(AHMS*)。 (略) 在对监测结果处理、分析并汇集相关资料的基础上编制了本验收监测报告。

工程建设内容:

项目占地面积:8010m2

建设规模:租赁合肥 (略) 厂房。1#厂房内布设1台吹膜机、1台搅拌机、1台分切机,配套设置办公区等,现阶段具备年产1000万只水产品氧气袋的能力。

项目地理位置及周边环境状况:位于肥东县桥头集镇桥头集社区居委会双山路西,项目区中心地理坐标为(东经117.*°,北纬31.*°),公司东侧为双山路、西侧、北侧均为待开发空地,南侧为空置厂房。

工作制度及劳动定员:实行单白班工作制,每班工作8小时,全年工作日300天。

项目产品方案详见表2-2。

表2-2项目产品方案一览表

序号

产品名称

环评设计生产能力

实际建设生产能力

备注

1

一次性旅游雨衣

6000万只/年

0

现阶段仅建设1条吹膜生产线,用于生产水产品氧气袋

2

水产品氧气袋

4000万只/年

1000万只/年

项目环评设计要求与实际建成情况见表2-3。

表2-3项目环评要求与实际建成内容对照一览表

工程类别

工程名称

本项目环评设计工程建设内容

本项目实际建成情况

相符性

主体工程

1#车间

位于厂区北侧,计划布置8台自动分切机,建筑面积420m2

厂房内,设置1台吹膜机、1台搅拌机、1台自动分切机,具备年产1000万只水产品氧气袋

车间布局功能调整,面积不变

2#车间

位于厂区南侧,计划布置3台冷封机,用于产品手工组装,建筑面积682.38m2

暂未建设

不在本次验收范围内

3#车间

位于厂区西侧,计划布置22台吹膜机和2台搅拌机,建筑面积2948m2

暂未建设

辅助工程

办公室

位于厂区东南侧,用于企业办公,建筑面积约275.46m2

位于厂区东南侧,用于企业办公,建筑面积约275.46m2

与环评设计一致

门卫室

位于厂区东北侧,用于厂区值班人员办公,建筑面积20m2

位于厂区东北侧,用于厂区值班人员办公,建筑面积20m2

与环评设计一致

储运工程

1#原料仓库

位于厂区中部,建筑面积约256.77m2,主要用于储存原材料

在1#车间内设置原料存储区,存放塑料粒子

储存位置调整,满足现阶段生产需要

2#原料仓库

位于厂区南部,建筑面积约568.8m2,主要用于储存原材料

3#原料仓库

位于厂区东部,建筑面积约568.8m2,主要用于储存原材料

暂未建设

不在本次验收范围内

1#成品仓库

位于厂区中西侧,建筑面积约750m2,主要用于储存雨衣成品

暂未建设

2#成品仓库

位于厂区西北侧,建筑面积约420.76m2,主要用于储存氧气袋成品。

暂未建设

不在本次验收范围内

公用

工程

给水系统

桥头集镇供水管网供水,用水量为360t/a。

桥头集镇供水管网供水,用水量为50t/a。

较环评量减少,满足现阶段用水需要

排水系统

雨污分流,雨水进入厂区雨水管网,生活污水进入化粪池。

生产不涉及用水,无生产废水;生活污水由化粪池处理后,清掏用作周边农田施肥

与环评设计一致

配电系统

桥头集镇供电系统供电,年用电量30万度。

桥头集镇供电系统供电,年用电量5万度。

较环评量减少,满足现阶段用水需要

环保工程

废水处理

采取雨污分流。雨水经厂区雨水管网排出厂外,生活污水通过化粪池预处理后用于农田施肥。

生雨污分流,产不涉及用水,无生产废水;生活污水由化粪池处理后,清掏用作周边农田施肥

与环评设计一致

废气治理

3#厂房吹膜废气经集气罩收集(收集效率90%),二级活性炭吸附系统处理(处理效率90%),经15m高排气简排放。

现阶段吹膜位于1#厂房,废气经集气罩收集,引入活性炭吸附装置+光解活性炭一体机处理,经15m高排气简排放。

满足环评设计要求

噪声处理

采取厂房隔声、减振等措施。

采取厂房隔声、减振等措施。

与环评设计一致

固废处置

一般工业固体废物如废边角料和废次品综合利用;废活性炭在厂区危废库暂存后交有资质单位处置(危废库20m2);生活垃圾送环卫部门集中处理。

一般工业固体废物如废边角料和废次品综合利用;废活性炭在厂区危废库暂存后交有资质单位处置(危废库20m2);生活垃圾送环卫部门集中处理。

与环评设计一致

主要设备情况

建设项目主要生产设备见表2-4

表2-4项目主要设备一览表

名称

型号

设计数量(台)

实际数量(台)

备注

吹膜机

GY-CM-60

5

0

现阶段仅1套生产装置

吹膜机

GY-CM-45

5

0

吹膜机

SJ-M12000

2

0

吹膜机

SJ-M70

5

0

吹膜机

SJ-M1200*2

5

0

吹膜机

BST-G2500

/

1

搅拌机

1000kg立式

1

0

搅拌机

200kg卧式

/

1

气泵

/

5

0

冷封机

/

3

1

搅拌机

1500kg

1

0

自动分切机

/

8

1

主要原辅材及能源

建设项目主要原辅材料见表2-5。

表2-5主要原辅材料、能源消耗情况一览表

名称

环评设计用量(吨/年)

实际用量(吨/年)

备注

LDPE

3500

500

现阶段仅1套生产装置

HDPE

3000

100

LLDPE

600

400

色母粒

100

2

消泡剂

3000

10

360

50

30万度/年

5万度

水源及水平衡

供水:本项目 (略) 政供水,生产不涉及用水,无生产废水;生活污水由化粪池处理后,清掏用作周边农田施肥。

图2-1项目水量平衡图(t/d)

主要工艺流程及产物环节;

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注:N一噪声;S—边角料;G一废气;

图2-2工艺流程图及产污环节图

主要生产工艺简述:

吹膜:外购粒子与色母粒、消泡剂经搅拌机混合后注入吹膜机,通过电加热的方式将塑料粒子融化后吹成薄膜,吹膜工序温度控制在170C~180C之间。根据所需尺寸对半成品薄膜进行收卷。

分切:将收卷后的塑料膜按规格大小进行分切。

封边:裁剪后的塑料薄膜通过人工方式进行封边。

检测:经检验合格后,方可进入包装工序。

包装入库:检验合格的产品经包装后送入成品库。

项目变动情况

根据《建设项目竣工环境保护验收暂行办法》、《建设项目竣工环境保护验收技术指南污染影响类》、《污染影响类建设项目重大变动清单(试行)》有关要求,建设项目的性质、规模、地点、生产工艺和环境保护措施五个因素中的一项或一项以上发生重大变动,且可能导致环境影响显著变化(特别是不利环境影响加重)的,界定为重大变动。根据验收现场勘查,对比项目环境影响报告表设计情况,现将企业变动情况逐项进行说明,本项目实际建设过程中变化情况详见下表。

表2-6重大变动情况一览表

项目

重大变动清单

对照分析

变化

情况

变动

界定

性质

1.建设项目开发、使用功能发生变化的。

本项目开发、使用功能未发生变化。

无变化

-

规模

2.生产、处置或储存能力增大30%及以上的。

本项目生产、处置或储存能力未增大。

无变化

-

3.生产、处置或储存能力增大,导致废水第一类污染物排放量增加的。

本项目生产、处置或储存能力未增大

无变化

-

规模

4.位于环境质量不达标区的建设项目生产、处置或储存能力增大,导致相应污染物排放量增加的(细颗粒物物不达标区,相应污染物为二氧化硫、氮氧化物、可吸入颗粒物、挥发性有机物;臭氧不达标区,相应污染物为氮氧化物、挥发性有机物;其他大气、水污染物因子不达标区,相应污染物为超标污染因子);位于达标区的建设项目生产、处置或储存能力增大,导致污染物排放量增加10%及以上的。

本项目生产、处置或储存能力未增大。

无变化

-

地点

5.重新选址;在原厂址附近调整(包括总平面布置变化)导致环境防护距离范围变化且新增敏感点的。

本项目未重新选址;车间布局与原环评及批复不一致

在原厂址内调整,环境防护距离范围无变化且无新增敏感点

不属于重大变动

生产工艺

6.新增产品品种或生产工艺(含主要生产装置、设备及配套设施)、主要原辅材料、燃料变化,导致以下情形之一:

/

无变化

-

(1)新增排放污染物种类的(毒性、挥发性降低的除外);

未新增排放污染物种类。

(2)位于环境质量不达标区的建设项目相应污染物排放量增加的;

污染物排放量未增加。

(3)废水第一类污染物排放量增加的;

废水第一类污染物排放量未增加。

(4)其他污染物排放量增加10%及以上的

其他污染物排放量未增加。

7.物流运输、装卸、贮存方式变化,导致大气污染物无组织排放量增加10%及以上的。

物料运输、装卸、贮存方式均未发生变化。

无变化

-

环境保护措施

8.废气、废水污染防治措施变化,导致第6条中所列情形之一(废气无组织排放改为有组织排放、污染防治措施强化或改进的除外)或大气污染物无组织排放量增加10%及以上的。

废气治理设施由二级活性炭变更为活性炭吸附装置+光氧活性炭一体机

优化废气治理措施,提升处理能力

无变化

9.新增废水直接排放口;废水由间接排放改为直接排放;废水直接排放口位置变化,导致不利环境影响加重的。

未新增废水直接排放口;废水排放方式未发生变化;废水间接排放。

无变化

-

10.新增废气主要排放口(废气无组织排放改为有组织排放的除外);主要排放口排气筒高度降低10%及以上的。

未新增废气主要排放口,本项目无主要排放口。

无变化

-

11.噪声、土壤或地下水污染防治措施变化,导致不利环境影响加重的。

噪声防治措施未发生变化,土壤或地下水污染防治措施未发生变化。

无变化

-

12.固体废物利用处置方式由委托外单位利用处置改为自行利用处置的(自行利用处置设施单独开展环境影响评价的除外);固体废物自行处置方式变化,导致不利环境影响加重的。

固体废物利用处置方式未发生变化。

无变化

-

13.事故废水暂存能力或拦截设施变化,导致环境风险防范能力弱化或降低的。

未改变事故废水暂存能力或拦截设施

无变化

-

通过以上分析,本项目的变动不会增加污染因子,污染物排放总量也在核定的总量范围之内。故本项目变动不属于重大变动范围之列。

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