?垫江县水利局关于垫江县东部新区污水处理厂及配套管网工程—城南污水处理厂截污干管工程洪水影响评价的批复
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?垫江县水利局关于垫江县东部新区污水处理厂及配套管网工程—城南污水处理厂截污干管工程洪水影响评价的批复
垫江县水利局
关于垫江县东部新区污水处理厂及配套
管网工程—城南污水处理厂截污干管工程
洪水影响评价的批复
重庆渝垫国有 (略) ：
根据你司关于垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂截污干管工程的行政许可申请（项目代码：2101-*-04-01-*），我局组织专家对《垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂截污干管工程洪水影响评价报告》进行了审查。根据《行政许可法》第三十八条、《水行政许可实施办法》第三十二条第一项规定和专家评审意见，现就该工程洪水影响评价作出批复如下：
一、同意卧龙河太平镇段防洪评价标准为20年一遇，卧龙河桂阳街道段防洪标准为50年一遇，截污干管设计防洪标准为20年一遇。
二、原则同意涉河建设方案及涉河建设方案的洪水影响评价结论。
拟建项目为垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂新建工程，建设内容为污水处理厂配套截污干管。
设计截污干管两条，第一条起点为桂南大道与卧龙河交界处天马桥，沿卧龙河西岸向南敷设至城南污水处理厂，天马桥至桂南大道与天马大道交界处之间管径600mm，桂南大道与天马大道交界处至城南污水处理厂之间管径800mm，设计管道长度约3.8km；第二条起点为桂南大道与天马大道交界处沿卧龙河东岸向南敷设至污水处理厂附近，管径600mm，然后接入卧龙河西侧800mm管道进入污水处理厂，该段管道设计长度约3.2km。
右岸段（一期）：新建污水管道管径为DN600~DN800，起点为W-1污水井，止于W-98检查井，该段管线全长约3.8km；管线起点管底高程为404.29m，终点管底高程为394.91m，管顶覆土为0.70m~5.21m。
右岸段起点至W11段长约371m，该段河道两岸为已建居民楼房、道路等设施，为不影响两岸设施的结构安全，保证其正常运行，因此该段管道全部埋设于河床底部，管井顶标高与河道底部齐平，即工程不占用河道行洪断面，不影响河道正常排洪。
左岸段（二期）：新建污水管道管径为DN600，起点为W-99污水井，止于W-180检查井，该段管线全长约3.2km；管线起点管底高程为402.20m，终点管底高程为395.37m，管顶覆土为0.84m~4.67m。
垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂截污干管工程项目报告和图纸中所涉及的坐标系统为2000国家大地坐标系（CGCS2000），高程为1985国家高程基准。工程涉河建设主要参数、控制坐标如下表：
涉河建筑物主要参数表
建筑物类别 | 特征参数名称 | 单位 | 数量 |
截污干管 | 管道全长 | km | 7.0 |
设计洪水标准 | 年一遇 | 20/50 | |
管径 | mm | DN600、DN800 | |
管道埋深 | m | 0.7~5.21 | |
管底标高 | m | 404.29~394.91 | |
设计洪水位 | m | 400.52~411.65 | |
占用河道管理范围长度 | m | 埋管不占用 | |
管井 | 检查井数量 | 座 | 168 |
沉泥井数量 | 座 | 12 | |
井盖材质 | / | 球墨铸铁压力井盖 | |
设计洪水位 | 400.52~411.65 | ||
占用河道管理范围长度 | m | 地埋不占用 |
截污干管工程控制坐标表
建筑物类别 | 编号 | 坐标值 | 备注 | |
X | Y | |||
右岸段截污干管管井 | W1 | *.9270 | *.7740 | |
W2 | *.9642 | *.9328 | ||
W3 | *.3284 | *.0328 | ||
W4 | *.0577 | *.2276 | ||
W5 | *.4408 | *.7099 | ||
W6 | *.3477 | *.7167 | ||
W7 | *.6406 | *.7493 | ||
W8 | *.0634 | *.8262 | ||
W9 | *.7673 | *.0720 | ||
W10 | *.4297 | *.6157 | ||
W11 | *.6937 | *.3751 | ||
W12 | *.0455 | *.6338 | ||
W13 | *.1554 | *.4445 | ||
W14 | *.4241 | *.7423 | ||
W15 | *.2395 | *.5337 | ||
W16 | *.0929 | *.7358 | ||
W17 | *.8429 | *.8027 | ||
W18 | *.5630 | *.5350 | ||
W19 | *.5046 | *.9309 | ||
W20 | *.3770 | *.5610 | ||
W21 | *.0852 | *.7690 | ||
W22 | *.3949 | *.7710 | ||
W23 | *.7602 | *.2864 | ||
W24 | *.0388 | *.2021 | ||
W25 | *.8966 | *.4050 | ||
W26 | *.2682 | *.7064 | ||
W27 | *.8055 | *.6701 | ||
W28 | *.6716 | *.1215 | ||
W29 | *.9525 | *.5892 | ||
W30 | *.7188 | *.8816 | ||
W31 | *.2423 | *.2088 | ||
W32 | *.2580 | *.4830 | ||
W33 | *.8983 | *.0454 | ||
W34 | *.8436 | *.3744 | ||
W35 | *.3678 | *.5642 | ||
W36 | *.3082 | *.7705 | ||
W37 | *.7100 | *.1466 | ||
W38 | *.4962 | *.9133 | ||
W39 | *.9020 | *.1071 | ||
W40 | *.9301 | *.4209 | ||
W41 | *.4452 | *.9277 | ||
W42 | *.1811 | *.8300 | ||
W43 | *.0884 | *.6969 | ||
W44 | *.0753 | *.4477 | ||
W45 | *.1795 | *.7891 | ||
W46 | *.9381 | *.7611 | ||
W47 | *.0639 | *.0010 | ||
W48 | *.1367 | *.9648 | ||
W49 | *.7572 | *.6138 | ||
W50 | *.7880 | *.3479 | ||
W51 | *.0190 | *.0940 | ||
W52 | *.5922 | *.2816 | ||
W53 | *.3726 | *.6740 | ||
W54 | *.4415 | *.6641 | ||
W55 | *.4706 | *.9926 | ||
W56 | *.4451 | *.0843 | ||
W57 | *.7480 | *.9294 | ||
W58 | *.2610 | *.5812 | ||
W59 | *.7643 | *.7137 | ||
W60 | *.3332 | *.2728 | ||
W61 | *.8908 | *.9515 | ||
W62 | *.5225 | *.4435 | ||
W63 | *.8404 | *.1597 | ||
W64 | *.5099 | *.2023 | ||
W65 | *.8588 | *.4107 | ||
W66 | *.7033 | *.3809 | ||
W67 | *.1732 | *.8864 | ||
W68 | *.1678 | *.9215 | ||
W69 | *.4775 | *.6487 | ||
W70 | *.9610 | *.2898 | ||
W71 | *.9430 | *.5469 | ||
W72 | *.3518 | *.7402 | ||
W73 | *.6615 | *.3290 | ||
W74 | *.4124 | *.0145 | ||
W75 | *.6452 | *.1020 | ||
W76 | *.2454 | *.6247 | ||
W77 | *.6294 | *.5631 | ||
W78 | *.8003 | *.7355 | ||
W79 | *.7280 | *.7535 | ||
W80 | *.7885 | *.9342 | ||
W81 | *.8294 | *.9426 | ||
W82 | *.9726 | *.7340 | ||
W83 | *.4714 | *.2746 | ||
W84 | *.0300 | *.8631 | ||
W85 | *.7685 | *.3634 | ||
W86 | *.7893 | *.2614 | ||
W87 | *.4283 | *.7209 | ||
W88 | *.7791 | *.4691 | ||
W89 | *.3872 | *.7814 | ||
W90 | *.4540 | *.5169 | ||
W91 | *.9817 | *.3117 | ||
W92 | *.9899 | *.7240 | ||
W93 | *.3734 | *.0215 | ||
W94 | *.9326 | *.2992 | ||
W95 | *.6438 | *.0736 | ||
W96 | *.3732 | *.4222 | ||
W97 | *.7130 | *.9705 | ||
W98 | *.5675 | *.1620 | ||
左岸段截污干管管井 | W99 | *.2262 | *.1238 | |
W100 | *.2271 | *.8214 | ||
W101 | *.0528 | *.7724 | ||
W102 | *.8785 | *.7234 | ||
W103 | *.7632 | *.7734 | ||
W104 | *.6479 | *.8234 | ||
W105 | *.6341 | *.3083 | ||
W106 | *.3132 | *.7457 | ||
W107 | *.0447 | *.4131 | ||
W108 | *.7404 | *.7608 | ||
W109 | *.0659 | *.5102 | ||
W110 | *.0982 | *.7560 | ||
W111 | *.1946 | *.8088 | ||
W112 | *.7915 | *.2892 | ||
W113 | *.5620 | *.6623 | ||
W114 | *.2208 | *.7658 | ||
W115 | *.8796 | *.8693 | ||
W116 | *.3186 | *.5198 | ||
W117 | *.0719 | *.3520 | ||
W118 | *.9997 | *.1533 | ||
W119 | *.9222 | *.3124 | ||
W120 | *.9391 | *.9284 | ||
W121 | *.6023 | *.2968 | ||
W122 | *.4024 | *.1706 | ||
W123 | *.2448 | *.6864 | ||
W124 | *.3995 | *.3192 | ||
W125 | *.3880 | *.4718 | ||
W126 | *.0800 | *.7575 | ||
W127 | *.6501 | *.2307 | ||
W128 | *.4097 | *.6606 | ||
W129 | *.9368 | *.3846 | ||
W130 | *.7441 | *.4900 | ||
W131 | *.3468 | *.7849 | ||
W132 | *.5833 | *.5222 | ||
W133 | *.0484 | *.5389 | ||
W134 | *.3587 | *.0883 | ||
W135 | *.5855 | *.3479 | ||
W136 | *.9250 | *.0967 | ||
W137 | *.0475 | *.5836 | ||
W138 | *.7242 | *.4561 | ||
W139 | *.3893 | *.8965 | ||
W140 | *.7290 | *.7241 | ||
W141 | *.0975 | *.9626 | ||
W142 | *.6130 | *.6111 | ||
W143 | *.1486 | *.4609 | ||
W144 | *.0845 | *.0956 | ||
W145 | *.8547 | *.8695 | ||
W146 | *.7492 | *.2661 | ||
W147 | *.5251 | *.5253 | ||
W148 | *.1214 | *.0654 | ||
W149 | *.8105 | *.7926 | ||
W150 | *.4997 | *.5197 | ||
W151 | *.5011 | *.1452 | ||
W152 | *.3500 | *.0052 | ||
W153 | *.5445 | *.6768 | ||
W154 | *.2052 | *.9335 | ||
W155 | *.8659 | *.1902 | ||
W156 | *.0891 | *.7609 | ||
W157 | *.3283 | *.0111 | ||
W158 | *.1051 | *.9934 | ||
W159 | *.3982 | *.9936 | ||
W160 | *.3138 | *.6130 | ||
W161 | *.6331 | *.8778 | ||
W162 | *.8528 | *.1838 | ||
W163 | *.3531 | *.0590 | ||
W164 | *.1936 | *.7426 | ||
W165 | *.3976 | *.2726 | ||
W166 | *.9144 | *.6395 | ||
W167 | *.3909 | *.8788 | ||
W168 | *.4270 | *.7162 | ||
W169 | *.5271 | *.2090 | ||
W170 | *.3158 | *.2114 | ||
W171 | *.0450 | *.9155 | ||
W172 | *.9469 | *.1208 | ||
W173 | *.1371 | *.5962 | ||
W174 | *.0968 | *.1495 | ||
W175 | *.1641 | *.3923 | ||
W176 | *.2297 | *.6307 | ||
W177 | *.1288 | *.2156 | ||
W178 | *.0812 | *.9733 | ||
W179 | *.3728 | *.2643 | ||
W180 | *.2644 | *.6643 | ||
三、有关要求
（一）你司要与相关单位沟通协调，妥善处理好工程涉及的第三方合法水事权益，工程须按照有关法律法规的规定，取得相关部门同意后方能实施。
（二）下阶段应优化管道平面布置，避免与已有水利工程和其他设施发生交叉，以免对河道岸坡和已有设施的结构稳定造成影响，同时管道布置尽量要避开河道岸坡，以利于后期河道治理的实施，因无法避开对岸坡稳定造成影响的要采取加固措施。
（三）本涉河建设项目的实施由县水旱灾害防范和河道管护站负责监督管理，并服从防汛指挥部门的统一指挥。工程开工前，将施工安排报送县水旱灾害防范和河道管护站备案；并由具有测量资质的单位施放工程建设控制坐标，我局将对工程建设控制坐标施放情况及工程实际建设情况进行检查复核；项目法人要充分重视河道保护工作，严禁向河道内倾倒弃土弃渣，施工完工后应及时拆除施工设施，清除弃渣等阻碍物，确保行洪安全；项目法人应在汛前编制完成年度度汛方案和抢险应急预案并报防汛指挥机构和工程所在镇街备案。
（四）工程竣工后，水利部门不再组织涉河事项专项验收，其项目主管部门组织的综合验收应有水利部门参与。工程经验收合格后方可启用。
（五）本行政许可决定有效期为三年，自签发之日起计算。期满后，若该工程未开工建设，本许可决定自行失效，若要继续建设，应重新履行行政许可手续。工程建设过程中涉河建设方案有较大变更的，应按规定重新办理许可手续。
（六）项目法人应严格按照批复的内容和要求实施。
附件：《垫江县东部新区污水处理厂及配套管网工程——城南污水处理厂截污干管工程洪水影响评价报告》专家评审意见
垫江县水利局
2022年11月22日
附件
垫江县水利局
关于垫江县东部新区污水处理厂及配套
管网工程—城南污水处理厂截污干管工程
洪水影响评价的批复
重庆渝垫国有 (略) ：
根据你司关于垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂截污干管工程的行政许可申请（项目代码：2101-*-04-01-*），我局组织专家对《垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂截污干管工程洪水影响评价报告》进行了审查。根据《行政许可法》第三十八条、《水行政许可实施办法》第三十二条第一项规定和专家评审意见，现就该工程洪水影响评价作出批复如下：
一、同意卧龙河太平镇段防洪评价标准为20年一遇，卧龙河桂阳街道段防洪标准为50年一遇，截污干管设计防洪标准为20年一遇。
二、原则同意涉河建设方案及涉河建设方案的洪水影响评价结论。
拟建项目为垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂新建工程，建设内容为污水处理厂配套截污干管。
设计截污干管两条，第一条起点为桂南大道与卧龙河交界处天马桥，沿卧龙河西岸向南敷设至城南污水处理厂，天马桥至桂南大道与天马大道交界处之间管径600mm，桂南大道与天马大道交界处至城南污水处理厂之间管径800mm，设计管道长度约3.8km；第二条起点为桂南大道与天马大道交界处沿卧龙河东岸向南敷设至污水处理厂附近，管径600mm，然后接入卧龙河西侧800mm管道进入污水处理厂，该段管道设计长度约3.2km。
右岸段（一期）：新建污水管道管径为DN600~DN800，起点为W-1污水井，止于W-98检查井，该段管线全长约3.8km；管线起点管底高程为404.29m，终点管底高程为394.91m，管顶覆土为0.70m~5.21m。
右岸段起点至W11段长约371m，该段河道两岸为已建居民楼房、道路等设施，为不影响两岸设施的结构安全，保证其正常运行，因此该段管道全部埋设于河床底部，管井顶标高与河道底部齐平，即工程不占用河道行洪断面，不影响河道正常排洪。
左岸段（二期）：新建污水管道管径为DN600，起点为W-99污水井，止于W-180检查井，该段管线全长约3.2km；管线起点管底高程为402.20m，终点管底高程为395.37m，管顶覆土为0.84m~4.67m。
垫江县东部新区污水处理厂及配套管网工程-城南污水处理厂截污干管工程项目报告和图纸中所涉及的坐标系统为2000国家大地坐标系（CGCS2000），高程为1985国家高程基准。工程涉河建设主要参数、控制坐标如下表：
涉河建筑物主要参数表
建筑物类别 | 特征参数名称 | 单位 | 数量 |
截污干管 | 管道全长 | km | 7.0 |
设计洪水标准 | 年一遇 | 20/50 | |
管径 | mm | DN600、DN800 | |
管道埋深 | m | 0.7~5.21 | |
管底标高 | m | 404.29~394.91 | |
设计洪水位 | m | 400.52~411.65 | |
占用河道管理范围长度 | m | 埋管不占用 | |
管井 | 检查井数量 | 座 | 168 |
沉泥井数量 | 座 | 12 | |
井盖材质 | / | 球墨铸铁压力井盖 | |
设计洪水位 | 400.52~411.65 | ||
占用河道管理范围长度 | m | 地埋不占用 |
截污干管工程控制坐标表
建筑物类别 | 编号 | 坐标值 | 备注 | |
X | Y | |||
右岸段截污干管管井 | W1 | *.9270 | *.7740 | |
W2 | *.9642 | *.9328 | ||
W3 | *.3284 | *.0328 | ||
W4 | *.0577 | *.2276 | ||
W5 | *.4408 | *.7099 | ||
W6 | *.3477 | *.7167 | ||
W7 | *.6406 | *.7493 | ||
W8 | *.0634 | *.8262 | ||
W9 | *.7673 | *.0720 | ||
W10 | *.4297 | *.6157 | ||
W11 | *.6937 | *.3751 | ||
W12 | *.0455 | *.6338 | ||
W13 | *.1554 | *.4445 | ||
W14 | *.4241 | *.7423 | ||
W15 | *.2395 | *.5337 | ||
W16 | *.0929 | *.7358 | ||
W17 | *.8429 | *.8027 | ||
W18 | *.5630 | *.5350 | ||
W19 | *.5046 | *.9309 | ||
W20 | *.3770 | *.5610 | ||
W21 | *.0852 | *.7690 | ||
W22 | *.3949 | *.7710 | ||
W23 | *.7602 | *.2864 | ||
W24 | *.0388 | *.2021 | ||
W25 | *.8966 | *.4050 | ||
W26 | *.2682 | *.7064 | ||
W27 | *.8055 | *.6701 | ||
W28 | *.6716 | *.1215 | ||
W29 | *.9525 | *.5892 | ||
W30 | *.7188 | *.8816 | ||
W31 | *.2423 | *.2088 | ||
W32 | *.2580 | *.4830 | ||
W33 | *.8983 | *.0454 | ||
W34 | *.8436 | *.3744 | ||
W35 | *.3678 | *.5642 | ||
W36 | *.3082 | *.7705 | ||
W37 | *.7100 | *.1466 | ||
W38 | *.4962 | *.9133 | ||
W39 | *.9020 | *.1071 | ||
W40 | *.9301 | *.4209 | ||
W41 | *.4452 | *.9277 | ||
W42 | *.1811 | *.8300 | ||
W43 | *.0884 | *.6969 | ||
W44 | *.0753 | *.4477 | ||
W45 | *.1795 | *.7891 | ||
W46 | *.9381 | *.7611 | ||
W47 | *.0639 | *.0010 | ||
W48 | *.1367 | *.9648 | ||
W49 | *.7572 | *.6138 | ||
W50 | *.7880 | *.3479 | ||
W51 | *.0190 | *.0940 | ||
W52 | *.5922 | *.2816 | ||
W53 | *.3726 | *.6740 | ||
W54 | *.4415 | *.6641 | ||
W55 | *.4706 | *.9926 | ||
W56 | *.4451 | *.0843 | ||
W57 | *.7480 | *.9294 | ||
W58 | *.2610 | *.5812 | ||
W59 | *.7643 | *.7137 | ||
W60 | *.3332 | *.2728 | ||
W61 | *.8908 | *.9515 | ||
W62 | *.5225 | *.4435 | ||
W63 | *.8404 | *.1597 | ||
W64 | *.5099 | *.2023 | ||
W65 | *.8588 | *.4107 | ||
W66 | *.7033 | *.3809 | ||
W67 | *.1732 | *.8864 | ||
W68 | *.1678 | *.9215 | ||
W69 | *.4775 | *.6487 | ||
W70 | *.9610 | *.2898 | ||
W71 | *.9430 | *.5469 | ||
W72 | *.3518 | *.7402 | ||
W73 | *.6615 | *.3290 | ||
W74 | *.4124 | *.0145 | ||
W75 | *.6452 | *.1020 | ||
W76 | *.2454 | *.6247 | ||
W77 | *.6294 | *.5631 | ||
W78 | *.8003 | *.7355 | ||
W79 | *.7280 | *.7535 | ||
W80 | *.7885 | *.9342 | ||
W81 | *.8294 | *.9426 | ||
W82 | *.9726 | *.7340 | ||
W83 | *.4714 | *.2746 | ||
W84 | *.0300 | *.8631 | ||
W85 | *.7685 | *.3634 | ||
W86 | *.7893 | *.2614 | ||
W87 | *.4283 | *.7209 | ||
W88 | *.7791 | *.4691 | ||
W89 | *.3872 | *.7814 | ||
W90 | *.4540 | *.5169 | ||
W91 | *.9817 | *.3117 | ||
W92 | *.9899 | *.7240 | ||
W93 | *.3734 | *.0215 | ||
W94 | *.9326 | *.2992 | ||
W95 | *.6438 | *.0736 | ||
W96 | *.3732 | *.4222 | ||
W97 | *.7130 | *.9705 | ||
W98 | *.5675 | *.1620 | ||
左岸段截污干管管井 | W99 | *.2262 | *.1238 | |
W100 | *.2271 | *.8214 | ||
W101 | *.0528 | *.7724 | ||
W102 | *.8785 | *.7234 | ||
W103 | *.7632 | *.7734 | ||
W104 | *.6479 | *.8234 | ||
W105 | *.6341 | *.3083 | ||
W106 | *.3132 | *.7457 | ||
W107 | *.0447 | *.4131 | ||
W108 | *.7404 | *.7608 | ||
W109 | *.0659 | *.5102 | ||
W110 | *.0982 | *.7560 | ||
W111 | *.1946 | *.8088 | ||
W112 | *.7915 | *.2892 | ||
W113 | *.5620 | *.6623 | ||
W114 | *.2208 | *.7658 | ||
W115 | *.8796 | *.8693 | ||
W116 | *.3186 | *.5198 | ||
W117 | *.0719 | *.3520 | ||
W118 | *.9997 | *.1533 | ||
W119 | *.9222 | *.3124 | ||
W120 | *.9391 | *.9284 | ||
W121 | *.6023 | *.2968 | ||
W122 | *.4024 | *.1706 | ||
W123 | *.2448 | *.6864 | ||
W124 | *.3995 | *.3192 | ||
W125 | *.3880 | *.4718 | ||
W126 | *.0800 | *.7575 | ||
W127 | *.6501 | *.2307 | ||
W128 | *.4097 | *.6606 | ||
W129 | *.9368 | *.3846 | ||
W130 | *.7441 | *.4900 | ||
W131 | *.3468 | *.7849 | ||
W132 | *.5833 | *.5222 | ||
W133 | *.0484 | *.5389 | ||
W134 | *.3587 | *.0883 | ||
W135 | *.5855 | *.3479 | ||
W136 | *.9250 | *.0967 | ||
W137 | *.0475 | *.5836 | ||
W138 | *.7242 | *.4561 | ||
W139 | *.3893 | *.8965 | ||
W140 | *.7290 | *.7241 | ||
W141 | *.0975 | *.9626 | ||
W142 | *.6130 | *.6111 | ||
W143 | *.1486 | *.4609 | ||
W144 | *.0845 | *.0956 | ||
W145 | *.8547 | *.8695 | ||
W146 | *.7492 | *.2661 | ||
W147 | *.5251 | *.5253 | ||
W148 | *.1214 | *.0654 | ||
W149 | *.8105 | *.7926 | ||
W150 | *.4997 | *.5197 | ||
W151 | *.5011 | *.1452 | ||
W152 | *.3500 | *.0052 | ||
W153 | *.5445 | *.6768 | ||
W154 | *.2052 | *.9335 | ||
W155 | *.8659 | *.1902 | ||
W156 | *.0891 | *.7609 | ||
W157 | *.3283 | *.0111 | ||
W158 | *.1051 | *.9934 | ||
W159 | *.3982 | *.9936 | ||
W160 | *.3138 | *.6130 | ||
W161 | *.6331 | *.8778 | ||
W162 | *.8528 | *.1838 | ||
W163 | *.3531 | *.0590 | ||
W164 | *.1936 | *.7426 | ||
W165 | *.3976 | *.2726 | ||
W166 | *.9144 | *.6395 | ||
W167 | *.3909 | *.8788 | ||
W168 | *.4270 | *.7162 | ||
W169 | *.5271 | *.2090 | ||
W170 | *.3158 | *.2114 | ||
W171 | *.0450 | *.9155 | ||
W172 | *.9469 | *.1208 | ||
W173 | *.1371 | *.5962 | ||
W174 | *.0968 | *.1495 | ||
W175 | *.1641 | *.3923 | ||
W176 | *.2297 | *.6307 | ||
W177 | *.1288 | *.2156 | ||
W178 | *.0812 | *.9733 | ||
W179 | *.3728 | *.2643 | ||
W180 | *.2644 | *.6643 | ||
三、有关要求
（一）你司要与相关单位沟通协调，妥善处理好工程涉及的第三方合法水事权益，工程须按照有关法律法规的规定，取得相关部门同意后方能实施。
（二）下阶段应优化管道平面布置，避免与已有水利工程和其他设施发生交叉，以免对河道岸坡和已有设施的结构稳定造成影响，同时管道布置尽量要避开河道岸坡，以利于后期河道治理的实施，因无法避开对岸坡稳定造成影响的要采取加固措施。
（三）本涉河建设项目的实施由县水旱灾害防范和河道管护站负责监督管理，并服从防汛指挥部门的统一指挥。工程开工前，将施工安排报送县水旱灾害防范和河道管护站备案；并由具有测量资质的单位施放工程建设控制坐标，我局将对工程建设控制坐标施放情况及工程实际建设情况进行检查复核；项目法人要充分重视河道保护工作，严禁向河道内倾倒弃土弃渣，施工完工后应及时拆除施工设施，清除弃渣等阻碍物，确保行洪安全；项目法人应在汛前编制完成年度度汛方案和抢险应急预案并报防汛指挥机构和工程所在镇街备案。
（四）工程竣工后，水利部门不再组织涉河事项专项验收，其项目主管部门组织的综合验收应有水利部门参与。工程经验收合格后方可启用。
（五）本行政许可决定有效期为三年，自签发之日起计算。期满后，若该工程未开工建设，本许可决定自行失效，若要继续建设，应重新履行行政许可手续。工程建设过程中涉河建设方案有较大变更的，应按规定重新办理许可手续。
（六）项目法人应严格按照批复的内容和要求实施。
附件：《垫江县东部新区污水处理厂及配套管网工程——城南污水处理厂截污干管工程洪水影响评价报告》专家评审意见
垫江县水利局
2022年11月22日
附件
招投标大数据
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