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xx加气站建设项目环境影响报告表

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xx加气站建设项目环境影响报告表

  • 23页
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建设项目环境影响报告表（送审版）项目名称:XXX加气站项目建设单位(公章):XXX有限公司国家环境保护总局制2008年12月建设项目基本情况项目名称XXX建设单位XXX法人代表联系人22 通讯地址联系电话传真/邮政编码建设地点立项审批部门批准文号建设性质新建√改扩建□技改□行业类别及代码社会服务业K75-84占地面积（m2）5378.6绿化面积（m2）1500总投资(万元)1080环保投资(万元)8占总投资比例(%)0.7%评价经费(万元)预期投产日期2009年3月工程内容及规模1、项目由来为符合当前国家发展形势需要，减少汽车尾气的污染，改善XXX市环境空气质量状况，XXXXX有限公司拟建设XXXXX汽车加气站项目，项目投资1080万元，设计日加气能力15000m3（主要为市内公交车、出租车和部分商务用车加气），计划按子母站模式营运，该项目属于国家发展和改革委员会第40号令《产业结构调整指导目录（2005年本）》鼓励类项目，符合国家相关政策。本项目已于2007年4月6日征得XXX市商务局的批复，批准文号为洛商企改[2007]9号。依据《中华人民共和国环境影响评价法》和国务院（1998）第253号令《建设项目环境保护管理条例》的规定和要求，该项目应做环境影响评价，受建设单位委托，河南蓝森环保科技有限公司承担本项目的环境影响评价工作。征得环保主管部门的同意，本次环评以环境影响报告表+风险专项分析的形式进行。接受委托后，经现场踏勘、收集相关资料后，编制完成了该项目环境影响报告表。2、建设项目概况项目选址于XXXX路延长线南侧、XXXX路东侧，属于XXX市2006年度第五批次城市建设用地范围内提供建设用地。项目拟建构筑物见表1（厂区平面布置图见附图2）。表1建构筑物一览表序号建构筑物名称数量备注1加气罩棚1个840m222 2双枪加气机4台JQF—30B3钢筋混凝土实体墙1个9m长4液压增压装置1台LND2000/205拖车停放区1个58.5m26卫生间1间19.44m27男更衣室1间19.44m28女更衣室1间19.44m29办公室1间19.44m210营业房1间32.4m211配电房1间19.44m23、主要生产设备该项目主要生产设备及型号见表2。表2主要生产设备一览表名称型号数量备注CNG拖车HGJ9362GGQ2辆/液压增压装置LND2000/201套/控制柜PLC、软启动器1套液压增压装置自带控制气源装置（压缩机）/1套液压增压装置自带双枪加气机JQF—30B4台/燃气报警仪检测探头、控制器1套国标仪表及气源设备0.65-0.8Mpa、含水露点≤-40℃、含尘粒径≤1UM1台国产4、主要原材料及能源消耗该项目主要原材料及能源消耗见表3。表3主要原材料及能源消耗一览表名称单位消耗量备注压缩天然气（CNG）万Nm3/a43.8气损率按6%计新鲜水m3/a146由市政管网提供电万kwh/a49.64XXX市电网提供5、项目投资项目总投资1080万元，均由企业自筹。6、工作制度22 项目劳动定员20人，其中管理人员5人。运行制度实行四班三运转，全年有效工作日365天。7、给排水项目用水来自XXX市市政管网，主要是职工生活用水，生产过程无需用水。项目员工共20人，均不在厂内居住，产生少量生活污水经厂区内化粪池收集初步处理后由XXXX路市政管网排入XXXX污水处理厂。与本项目有关的原有污染情况和主要环境问题该项目为新建项目，选址于XXXX路延长线南侧、XXXX路东侧，为XXX市2006年度第五批次城市建设用地范围内提供的建设用地，因此，该项目不涉及原有污染情况及主要环境问题。22 建设项目所在地自然环境、社会环境简况自然环境简况1、地理位置XXXXX有限公司二号天然气加气站项目，位于XXX市XXXX路延长线南侧，XXXX路东侧，项目区东厂界外为XXXX村用地，目前为空地，向东约210m为焦枝铁路；西厂界外为汽车城空地；南厂界临一条新修水泥路，路宽约8m，隔路向南均为XXXX村空地；北厂界外为洛阳安通机动车辆检测服务有限公司。具体地理位置见附图2。2、地形、地貌XXX市处于豫西黄土丘陵区，市区为新生代形成的凹陷盆地，北靠邙山，南望龙门，西依小秦岭，东为伊洛川。洛河从西向东横贯市区，自然形成为冲积河谷平原。地势为西高东低，标高多在130-160m。3、水文该地区地表水主要是洛河和伊河，属黄河流域。洛河发源于陕西洛南县，经卢氏、洛宁、宜阳三县后入XXX市区，在偃师杨村和伊河汇合后经巩义注入黄河，全长约410Km，流域面积12037Km2。据白马寺水文站资料统计，多年平均流量66.8m3/s。伊河发源于XXX市栾川县陶湾乡，流经嵩县、伊川县于龙门入XXX市区，至李楼乡西石坝入偃师市，在偃师杨村和洛河汇合后经巩义注入黄河，全长368km，流域面积6100km2。据龙门水文站资料统计，多年平均流量40.86m3/s。4、水文地质XXX市地处凹陷盆地伊、洛河冲积平原，属第四纪冲积次生黄土沉积，主要为黄色亚粘土和夹砂粘土，地表以下20-46m有浅层含水层，岩性为中细砂、粗砂及粗砂含孵石，为伊河、洛河、涧河故道变迁而成，一般水位标高在121-142m,地下水流向总趋势由西南向东北，主要补给来源为地面水系及雨水的入渗。洛阳是北方缺水区中的富水区，市域内有陆浑、故县、小浪底等大型水库，为洛阳的发展提供了可靠的水源。5、气候、气象特征22 XXX市区属暖温带气候,全市多年平均气温为13℃～15.6℃，年变化比较明显，年极端最高气温是42.3℃（1960年6月21日），年极端最低气温是－18.3℃（1955年1月3日）。全市年降雨量532～851mm，降水主要集中在5～9月，此期间的降水量占全年雨量的62％，降水季节分配不均，夏季雨水充沛，冬季雨雪稀少，全年主要干旱时段出现在3月到4月底。年均相对湿度66％，年平均气压1000.6hPa,全市大部分地区全年主导风向为偏北风，夏季多偏东风，冬季多偏西风，多年平均风速在2.8m/s左右。22 社会环境简况(社会经济结构、教育、文化、文物保护等)：该项目位于XXX市位于XXX市XXXX路延长线南侧，XXXX路东侧，交通便捷，周围主要敏感目标为项目东边约210m的焦枝铁路。根据调查，该区域目前尚未发现有历史文化遗址等文物保护单位。22 环境质量状况建设项目所在地区域环境质量现状及主要环境问题(环境空气、地面水、地下水、声环境、生态环境等)：1、环境空气质量现状XXX市环境监测站在XXXX设有环境空气常规监测点（位于该项目西北边约1km处），根据该监测点2008年7月的监测资料，检测结果见表4：表4环境空气质量现状监测结果监测点监测因子监测结果（mg/m3）评价标准（mg/m3）日平均浓度日平均浓度河南林校SO20.011—0.0450.15PM100.031—0.1340.15NO20.005—0.0220.08由表4可知，监测区域环境空气质量中SO2、PM10、NO2监测浓度日均值可以符合《环境空气质量标准》（GB3095－1996）二级标准要求，该区域环境空气质量良好。2、地表水环境现状距项目区最近的地表水体是南方约1km处的洛河，本项目生产工艺不需用水，生活污水经化粪池初步处理后用于项目区绿化，不向周围地表水体排放。3、声环境质量现状根据《XXX市<城市环境区域噪声标准>适用区划分与修编》，本项目所在地为XXXX路延长线南侧、XXXX路东侧，对照《声环境质量标准》（GB3096-2008）相应标准，属于声环境二类功能区。为了解项目区声环境质量现状，我们于2008年10月30日对项目所在地声环境质量现状进行了监测，分别于东西南北厂界设置4个监测点，监测结果见表5。表5噪声现状监测值单位：dB(A)监测点东厂界南厂界西厂界北厂界昼间噪声值4842.343.546昼间标准值60夜间噪声值4738.63940.7夜间标准值50由监测结果可知，项目四周厂界昼夜噪声监测值可以满足GB3096—22 2008《声环境质量标准》2类标准。4、生态环境现状该项目所在地为XXX市2006年度第五批次城市建设用地范围内提供的建设用地，土附近没有珍稀动植物种群，无生态敏感点。主要环境保护目标（列出名单及保护类别）距项目最近的敏感点为北边约730m的XXXX村，500m范围内不存在居民、学校等环境敏感点，故项目所在区无环境保护目标。22 评价适用标准环境质量标准1、《环境空气质量标准》GB3095－1996　二级：SO2日平均浓度：0.15mg/Nm3，NO2日平均浓度：0.08mg/Nm3，PM10日平均浓度：0.15mg/Nm3；2、《声环境质量标准》GB3096—20082类：2类标准：昼间：60dB(A)，夜间：50dB(A)。污染物排放标准1、《大气污染物综合排放标准》GB16297－1996表2无组织排放监控浓度限值：非甲烷总烃：周界外浓度最高点4.0mg/Nm32、《污水综合排放标准》GB8978－1996表4三级标准COD：500mg/L，SS：400mg/L，BOD5：300mg/L3、《工业企业厂界环境噪声排放标准》GB12348－20082类2类标准：昼间：60dB(A)，夜间：50dB(A)。总量控制指标项目在投入运营时无组织非甲烷总烃气体产生量约为21.8t/a，固体废弃物为职工日常生活垃圾3.65t/a，生活污水产生量为233.6t/a，经厂区内化粪池收集初步处理后由XXXX路市政管网排入XXXX污水处理厂。故本项目推荐总量控制指标：非甲烷总烃为21.8t/a。22 建设项目工程分析工艺流程简述（图示）：图1工艺流程图工艺流程简述：该项目生产工艺为：CNG拖车从母站运出压缩天然气，到二号天然气加气子站后由液压增压装置向CNG拖车内充入低挥发份液体，将CNG拖车内的压缩天然气推出，再通过站内的单线双枪加气机把高压天然气充入汽车的储气瓶内，达到给汽车加气的目的。子站设备在运行时，由控制系统的PLC自动控制，除更换拖车时由人工操作外，整套设备的所有工作均有设备自带的PLC程序控制，无须人工干预。主要污染工序：1、大气污染：液压增压装置、加气机工作时排放的无组织非甲烷总烃。2、噪声污染：液压增压装置、压缩机、加气汽车工作时产生机械运行噪声。3、水污染：生产过程不用水，主要为职工生活用水。4、固体废弃物：职工生活垃圾。22 项目主要污染物产生及预计排放情况内容类型排放源污染物名称产生浓度产生量排放浓度排放量大气污染物液压增压装置加气机非甲烷总烃0.43mg/m321.8t/a0.43mg/m321.8t/a水污染物生活污水233.6t/aCOD280mg/L0.06t/a196mg/L0.04t/aBOD5154mg/L0.035t/a107mg/L0.02t/aSS154mg/L0.035t/a107mg/L0.02t/a固体废物生活垃圾/3.65t/a/0噪声该项目主要高噪声设备为1台液压增压装置、1台压缩机和加气汽车，噪声源强分别为75dB（A）、85dB（A）、75dB（A），压缩机置于机房内，并采取有减振措施，可降噪20dB（A）左右。主要生态影响该项目所在地为XXX市2006年第五批次城市建设用地，附近没有珍稀动植物种群，无生态敏感点。营运期无组织排放的废气符合国家标准，生活污水进入XXXX污水处理厂，因此，该项目的建设对当地生态环境影响不大。22 环境影响分析施工期环境影响简要分析：该项目计划于2008年年底开工，2009年3月底投入使用，工程施工期为3个月。项目建设施工期对周围环境的影响主要为建筑施工和物料运输过程产生的扬尘、施工噪声、施工期生活污水及施工时产生的固体废物等。1、施工扬尘影响分析施工扬尘的产生主要来自施工时场地开挖、平整等活动直接产生的扬尘、施工场地开挖后裸露的土地、露天堆放的建筑材料受风蚀作用产生的二次扬尘及原料运输过程产生的扬尘。会对附近环境空气质量产生影响，使得环境空气中TSP浓度增高。建议：施工期间要做到文明施工，施工场地周围设置围档，在天气干燥、有风等易产生扬尘的情况下，应对沙石临时堆存处采取洒水或覆盖堆场等抑尘措施，对运输碎料的汽车采取覆盖车厢（保持车辆封闭式运输）、运输车辆定时清洗、谨慎慢行、严格控制运输装载量，同时尽量避免在起风的情况下装卸物料。通过采取上述防尘、降尘措施，尽量将施工期间产生的扬尘对周围环境空气的影响降低到最低限度。2、施工噪声影响分析该项目施工期间主要噪声源为装载机、搅拌机、振捣棒、电锯等，设备噪声值为85—95dB(A)左右，可能会使场界噪声超过《建筑施工场界噪声限值》GB12523—90的要求。建议：为降低施工噪声对周围环境的影响，施工单位应使用低噪声的施工机械和施工方法。对固定噪声源应建临时隔声间，严格控制开机时间，降低固定噪声源对周围环境的影响。对移动噪声源应采取分时段施工，尽量避开午休、夜晚休息时间，严禁夜间使用高噪声施工设备。3、施工期生活污水影响分析施工期对水环境造成影响的主要是施工人员的生活污水，主要污染因子为COD和SS。预计施工人员生活污水产生量为0.05m3/d，每天施工人数平均为20人，施工时间为3个月，施工期间生活污水产生总量为45m3。建议施工时先建设水冲厕所和化粪池，施工期产生的生活污水经化粪池收集后泼洒到周围空地。22 4、施工期固体废物影响分析该项目施工时产生的建筑垃圾应及时清运，集中处理，严禁乱堆乱倒，产生的生活垃圾由当地环卫部门处理。避免固体废物对周围环境产生不良影响。考虑该项目施工时间较短（施工期仅为3个月），且主要施工内容为设备安装、地面硬化及绿化，主要构筑物均为平房，施工期结束后上述影响也随之消失，只要加强施工期的管理，做好施工扬尘、噪声、生活污水、固体废物防治，评价认为其环境影响是有限的，亦不会对周围环境造成不良影响。22 营运期环境影响分析：1、环境空气影响分析该项目压缩天然气气损率设计为6%，其中包括充完气的CNG拖车钢瓶内剩余残气为5.5%，其余0.5%的天然气为加气操作过程中无组织排放及各种非正常状态下的放空气体，根据天然气成份（见评价专题报告）可以算出该项目营运过程中无组织排放的非甲烷总烃为21.8t/a，采用面源扩散的点源修正模式进行预测，预测模式为：用面源模式计算出该项目建成后对厂界的最大浓度贡献值出现在1.5m/s风速、D类稳定度条件下，最大浓度贡献值为0.43mg/m3，符合《大气污染物综合排放标准》GB16297－1996表2“无组织排放监控浓度限值”要求（周界外浓度最高点4.0mg/Nm3），因此，该项目正常营运情况下对周围环境空气影响不大。2、水环境影响分析该项目营运期职工20人，均不在厂区内住宿，厂区设置一个水冲厕，职工用水量按每人40L/d，则厂区用水量为0.8m3/d(即292m3/a)，污水排放量系数为0.8，则生活废水产生量为0.64m3/d（即233.6m3/a），主要污染物及浓度分别为COD：280mg/L、BOD5：154mg/L、SS：154mg/L。目前，项目所在地区正在进行市政管网铺设，预计今年年底投入使用，本项目预计投产日期为2009年3月底，故项目建成后22 生活废水经化粪池处理排入XXXX路市政污水管网，最终进入XXXX污水处理厂。因此建议修建一座10m3的化粪池，用于收集生活污水，其出水水质为：COD196mg/L、SS107mg/L、BOD5107mg/L，均符合GB8978-1996《污水综合排放标准》表4中规定，进入城市二级污水处理站应达到三级标准：COD500mg/L，SS400mg/L、BOD5300mg/L的限值要求。3、声环境影响分析该项目主要高噪声设备为1台液压增压装置、1台压缩机、加气汽车，噪声源强分别为75dB（A）、85dB（A）、75dB（A），其中压缩机置于机房内，并采取减振措施，可降噪20dB（A）左右。其噪声源强见表6。表6设备噪声声级值单位：dB(A)名称数量（套）噪声值dB(A)治理措施噪声预测值dB(A)液压增压装置175减振65压缩机185车间隔音、减振65加气汽车275/75根据高噪声设备源强、安装位置及治理措施，按导则推荐的声传播衰减模式预测营运期各厂界噪声值。预测模式如下：式中：———距声源r处的A声级；———参考位置r0处的A声级；———受声点到声源的距离；———参考点到声源的距离；———声波几何发散引起的A声级衰减量，dB(A)；———地面建筑物引起的A声级衰减量，dB(A)；———空气吸收引起的A声级衰减量，dB(A)；———附加A声.级衰减量，dB(A)。所有声源发出的噪声在同一受声点的影响，其计算模式为：式中：———n个噪声源在同一受声点的合成A声级；22 ———第I个声源在受声点的A声级。噪声预测结果见表7。表7噪声预测结果一览表预测点设备数量(台/套)治理后声源值[dB(A)]距预测点距离（m）贡献值[dB(A)]背景值（昼/夜）[dB(A)]预测值（昼/夜）[dB(A)]标准值（昼/夜）[dB(A)]东厂界液压增压装置165243748/4749/48.760/50压缩机1659.545加气汽车27520.848.6南厂界液压增压装置165762742.3/38.642.6/3960/50压缩机1654332加气汽车2757937西厂界液压增压装置16521.638.343.5/3948/48.360/50压缩机16528.536加气汽车27522.148北厂界液压增压装置1651740.446/40.750/4960/50压缩机16547.431.5加气汽车2751449噪声值经距离衰减后，到达东、南、西、北各厂界的昼夜噪声预测值分别为49/48.7dB(A)、42.6/39dB(A)、48/48.3dB(A)、50/49dB(A)，能够满足《工业企业厂界环境噪声排放标准》（GB12348-2008）2类标准要求（昼间≤60dB(A)，夜间≤50dB(A)）。4、固体废物影响分析项目营运期生活垃圾产生量按平均每人0.5kg/d计，则生活垃圾共产生10kg/d（即3.65t/a)），定期由项目区所在地环卫部门收集运往城市生活垃圾填埋场，实行无害化处理，因此不会对周围环境产生影响。5、环境风险影响分析详见环境风险评价专题22 6、环保投资估算该项目总投资为1080万元，其中环保投资8万元，占总投资的0.7%，具体投资项目见表8：表8环保投资一览表序号名称投资（万元）作用1化粪池1万元收集生活污水2减振、隔音2万元降低噪声3绿化5万元美化环境、吸声降噪、吸尘合计8万元7、产业政策及规划相符性分析天然气加气站项目属于国家发展和改革委员会第40号令《产业结构调整指导目录（2005年本）》鼓励类项目，符合国家相关政策。8、厂址合理性分析项目拟建厂址XXX市第五批次城市建设用地范围内提供的建设用地，符合土地利用规划，交通较为便利，水、电等公用设施较齐全，交通便利；经上述环境影响分析可知，项目厂界噪声能满足《工业企业厂界环境噪声排放标准》（GB12348-2008）2类标准要求，对环境敏感点区域噪声影响较小；生活污水产生量很小，经化粪池降解处理后，排入城市管网进入XXXX污水处理厂，对区域地表水环境无影响；本项目区东约210m为焦枝铁路线，根据《铁路运输安全保护条例（2004年）》第十七条规定：不得在铁路隧道上方中心线两侧各200米范围内，建造、设立生产、加工、储存和销售易燃、易爆或者放射性物品等危险物品的场所、仓库。本项目建设在规定的200m范围之外。综上所述，从环保和安全角度分析，评价认为本项目所选厂址是可行的。22 建设项目拟采取的防治措施及预期治理效果内容类型排放源污染物名称防治措施预期治理效果大气污染物液压增加装置、加气机非甲烷总烃选用密封性能好的设备、管线，减少无组织排放厂界外浓度达标水污染物生活污水COD化粪池处理后由市政管网进入XXXX污水处理厂《污水综合排放标准》GB8978-1996表4三级标准BOD5SS固体废物生活生活垃圾运至垃圾填埋场全部合理处置噪声采取一定的隔音、减振措施，各厂界噪声昼夜均可达标。生态保护措施及预期效果该项目建设过程中计划在周围空闲地方种植花草，绿化面积为1500m2左右，可美化环境，并在一定程度上减轻噪声的影响。22 结论与建议22 1.评价结论1.1产业政策符合性天然气加气站项目属于国家发展和改革委员会第40号令《产业结构调整指导目录（2005年本）》鼓励类项目，符合国家相关政策，该项目的建设可减少汽车尾气的污染，改善XXX市环境空气质量状况。1．2环境质量现状结论①环境空气质量现状结论监测区域环境空气质量中SO2、PM10、NO2监测浓度日均值可以符合《环境空气质量标准》（GB3095－1996）二级标准要求，该区域环境空气质量良好。②水环境质量现状结论项目所在区域地表水体为南方约1km处的洛河，可以满足《地表水环境质量标准》（GB3838-2002）中III类标准要求，满足XXX市水功能区划的III类水质要求。③声环境质量现状结论项目四周厂界昼夜噪声监测值可以满足《声环境质量标准》（GB3096—2008）2类标准，声环境质量较好。④生态环境现状该项目所在地原为XXX市2006年第五批次城市建设用地范围提供的建设用地，附近没有珍稀动植物种群，无生态敏感点。1．3施工期环境影响分析结论该项目施工时间较短，施工结束后对周围环境的短时影响也随之消失，只要加强施工期的管理，做好施工扬尘、噪声、生活污水、固体废物防治，施工期对周围环境影响不大。1．4营运期环境影响分析结论①环境空气影响：该项目营运过程中无组织排放的非甲烷总烃为21.8t/a，对厂界的最大浓度贡献值出现在1.5m/s风速、D类稳定度条件下，最大浓度贡献值为0.43mg/m3，符合《大气污染物综合排放标准》GB16297－1996表2“无组织排放监控浓度限值”要求。22 ②水环境影响：该项目采用雨污分流制，污水排放量为233.6m3/a，全部为生活污水，经化粪池处理后排入XXXX路市政污水管网，最终进入XXXX污水处理厂。③声环境影响：该项目主要高噪声设备为1台液压增压装置、1台压缩机和加气汽车，其中压缩机置于机房内，并采取减振措施，营运期间四周厂界噪声均符合《工业企业厂界环境噪声排放标准》GB12348－20082类标准要求。④固体废物影响：该项目营运期主要固体废物为生活垃圾，产生量约3.65t/a，定期由当地环卫部门收集运往城市生活垃圾填埋场,，实行无害化处理，因此不会对周围环境产生不良影响。1．5选址合理性项目拟建厂址XXX市第五批次城市建设用地范围内提供的建设用地，符合土地利用规划。根据《铁路运输安全保护条例（2004年）》第十七条规定：不得在铁路隧道上方中心线两侧各200m范围内，建造、设立生产、加工、储存和销售易燃、易爆或者放射性物品等危险物品的场所、仓库。本项目区东约210m为焦枝铁路线，符合规定的安全距离，本项目所选厂址是可行的。2.建议(1)施工期间，做好施工管理，建立施工期环境保护监理机构，落实监理人员，负责施工人员培训、施工过程监理，完善其职责、措施、工作内容及权利。(2)营运期间，加强人员管理，完善公司制度。(3)环保措施的设计、施工、调试与运营应严格遵循“三同时”的原则。3.评价总结论综上所述，XXX有限公司的XXX天然气汽车加气站项目符合国家和地方有关产业政策，符合XXX市规划，厂址选择合理，对当地环境影响较小，在采取评价提出的各项环保措施后，从环保的角度来说，该项目是可行的。上述评价结果是根据洛阳XXXX有限公司提供的建设厂址、建设规模、规划平面布置及与此对应的排污情况基础上进行的，如果由于建设地点和规模及平面布置改变，应由洛阳XXX有限公司按环保部门的要求另行申报。22'

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