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display:block; padding-right:10px; color:#888888">編輯：2024-05-15 08:00:00</p> <div id="1lj5nhvbh" class="article-content" style="color:#555555;margin-top:15px"> <p style="text-align:center;line-height:150%"><br></p><p style="text-align:left;text-indent:32px"><span style="font-size:16px;font-family:'Times New Roman','serif'">2023 </span><span style="font-size:16px;font-family:宋體">年</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 4 </span><span style="font-size:16px;font-family:宋體">月</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 12 </span><span style="font-size:16px;font-family:宋體">日，陽(yáng)高縣行政審批服務(wù)管理局對本項目進(jìn)行了備案，項目代碼為：</span><span style="font-size: 16px;font-family:'Times New Roman','serif'">2304-140221-89-05-229822</span><span style="font-size:16px;font-family:宋體">。建設地點(diǎn)位于陽(yáng)高縣王官屯鎮南唐窯村西北側約</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 370m</span><span style="font-size:16px;font-family:宋體">。本項目總投資</span><span style="font-size:16px;font-family:'Times New Roman','serif'">9603</span><span style="font-size:16px;font-family:宋體">萬(wàn)元，勞動(dòng)定員</span><span style="font-size: 16px;font-family:'Times New Roman','serif'">20</span><span style="font-size:16px;font-family: 宋體">人，本項目項目占地約</span><span style="font-size:16px;font-family:'Times New Roman','serif'">240500m<sup>2</sup></span><span style="font-size:16px;font-family:宋體">（其中填埋場(chǎng)占地面積</span><span style="font-size: 16px;font-family:'Times New Roman','serif'"> 199062m<sup>2</sup></span><span style="font-size: 16px;font-family:宋體">，道路占地面積</span><span style="font-size:16px;font-family:'Times New Roman','serif'">41438m<sup>2</sup></span><span style="font-size:16px;font-family:宋體">），灰渣填埋量約</span><span style="font-size: 16px;font-family:'Times New Roman','serif'">120</span><span style="font-size:16px;font-family: 宋體">萬(wàn)</span><span style="font-size:16px;font-family:'Times New Roman','serif'">m<sup>3</sup></span><span style="font-size:16px;font-family:宋體">。填溝后可以實(shí)現造地面積約</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 72000m<sup>2</sup></span><span style="font-size: 16px;font-family:宋體">，綠化面積約</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 62000m<sup>2</sup></span><span style="font-size:16px;font-family:宋體">。根據項目土地復墾方案，本項目實(shí)際復墾土地面積為</span><span style="font-size:16px;font-family:'Times New Roman','serif'">17.3145hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">，復墾后耕地</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 5.9134hm<sup>2</sup></span><span style="font-size:16px;font-family: 宋體">，喬木林地</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 0.4273hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">，灌木林地</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 9.4046hm<sup>2</sup></span><span style="font-size:16px;font-family: 宋體">，溝渠</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 0.2047hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">，水工建筑用地</span><span style="font-size: 16px;font-family:'Times New Roman','serif'"> 0.9738hm<sup>2</sup></span><span style="font-size: 16px;font-family:宋體">，田坎</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 0.3907hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">。設計約</span><span style="font-size:16px;font-family:'Times New Roman','serif'">2.2 </span><span style="font-size:16px;font-family:宋體">年完成。</span><span style="font-size:16px;font-family:'Times New Roman','serif'">2023</span><span style="font-size:16px;font-family:宋體">年</span><span style="font-size:16px;font-family:'Times New Roman','serif'">10</span><span style="font-size:16px;font-family:宋體">月由山西藍之源環(huán)?？萍加邢薰揪幹仆瓿伞蛾?yáng)高縣王官屯鎮南唐窯村粉煤灰填溝造地項目環(huán)境影響報告書(shū)》，</span><span style="font-size:16px;font-family:'Times New Roman','serif'">2023</span><span style="font-size:16px;font-family:宋體">年</span><span style="font-size:16px;font-family:'Times New Roman','serif'">10</span><span style="font-size:16px;font-family:宋體">月</span><span style="font-size:16px;font-family:'Times New Roman','serif'">24</span><span style="font-size:16px;font-family:宋體">日，大同市生態(tài)環(huán)境局以同環(huán)函（服務(wù)）</span><span style="font-size:16px;font-family:'Times New Roman','serif'">[2023]67</span><span style="font-size:16px;font-family:宋體">號文對本項目進(jìn)行了環(huán)評批復。</span><span style="font-size:16px;font-family:宋體">本次對項目進(jìn)行階段性驗收，驗收范圍包括：粉煤灰的綜合治理工程，項目場(chǎng)地平整工程、擋灰墻工程、初期排水工程（包括初期排水溝、排水涵管、排水豎井、集水池）、初期邊坡防護工程，及配套運灰道路工程。本次驗收的工程內容已建成，項目已具備粉煤灰綜合治理條件，本次驗收不包括項目后期運營(yíng)過(guò)程中涉及的環(huán)境污染防護措施及生態(tài)恢復治理措施。項目在期滿(mǎn)封場(chǎng)后將進(jìn)行綜合治理成果驗收，屆時(shí)將對后期運營(yíng)各項環(huán)境污染防護措施及生態(tài)恢復治理措施等內容進(jìn)行驗收。</span></p><p style="text-align:center"><strong><span style=";font-family:宋體;letter-spacing:0">表</span></strong><strong><span style=";font-family:'Times New Roman','serif';letter-spacing:0">3-2-2 </span></strong><strong><span style=";font-family:仿宋">項目環(huán)評時(shí)的內容及目前實(shí)際建設進(jìn)度表</span></strong></p><table cellspacing="0" cellpadding="0"><tbody><tr class="firstRow"><td width="5" style="border-width: 2px 1px 1px 2px; border-color: windowtext; border-style: solid; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">工程名稱(chēng)</span></strong></p></td><td width="7" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">工程內容</span></strong></p></td><td width="337" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">環(huán)評建設內容</span></strong></p></td><td width="300" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">實(shí)際建設內容</span></strong></p></td></tr><tr><td width="5" rowspan="9" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">基</span></p><p style="text-align:center;line-height:16px"><span style="font-family:宋體">礎</span></p><p style="text-align:center;line-height:16px"><span style="font-family:宋體">工</span></p><p style="text-align:center;line-height:16px"><span style="font-family:宋體">程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">初期壩</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">在場(chǎng)址內建造兩座初期壩，作為初期運行時(shí)的擋灰壩，以利于灰渣排水固結和穩定灰渣壩的坡腳等多功能作用。溝內石料充足，初期壩均采用堆石壩。北初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 60m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 14m </span><span style="font-family:宋體">，北初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 8m</span><span style="font-family:宋體">，南初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，現建設</span><span style="font-family:宋體">北初期壩，壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 60m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 14m </span><span style="font-family:宋體">，北初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family: 'Times New Roman','serif'">100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 8m</span><span style="font-family:宋體">，南初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">隔離壩</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">在場(chǎng)址內設置了兩座隔離壩，兩座隔離壩均位于場(chǎng)址的東北側。溝內石料充足，隔離壩均采用堆石壩。隔離壩一的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 15m</span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 4m </span><span style="font-family:宋體">，隔離壩一的壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">；隔離壩二的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'">100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 20m </span><span style="font-family:宋體">，隔離壩二壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2 </span><span style="font-family:宋體">。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，實(shí)際建設</span><span style="font-family:宋體">隔離壩二的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'">100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 20m </span><span style="font-family:宋體">，隔離壩二壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2 </span><span style="font-family:宋體">，</span><span style="font-family:宋體">未建設</span><span style="font-family:宋體">隔離壩一</span><span style="font-family:宋體">，</span><span style="font-family: 宋體">本項目是堆場(chǎng)投運以后</span><span style="font-family:宋體">，填埋期中建設</span><span style="font-family: 宋體">隔離壩一</span><span style="font-family: 宋體">。</span></p></td></tr><tr style=";height:6px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="6"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">后期子壩</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="6"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">后期子壩均采用碾壓粉煤灰填筑子壩，共有四級子壩，</span> <span style="font-family:宋體">各級子壩壩高均為</span><span style="font-family:'Times New Roman','serif'">10m</span><span style="font-family:宋體">，子壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 10m</span><span style="font-family:宋體">。下游壩面坡度為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">4</span><span style="font-family:宋體">，上游壩面坡度為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">3.5</span><span style="font-family:宋體">，各級子壩下游壩面覆土</span><span style="font-family:'Times New Roman','serif'"> 0.5m </span><span style="font-family:宋體">后采用漿砌石框格護面，格內覆土并植草護面。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="6"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，實(shí)際未建設</span><span style="font-family:宋體">后期子壩。填埋中期隨填埋量和高度建設。</span></p></td></tr><tr style=";height:34px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="34"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">截洪溝</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="34"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">漿砌石石材，</span><span style="font-family:'Times New Roman','serif'">M10 </span><span style="font-family:宋體">水泥砂漿砌筑，</span><span style="font-family:'Times New Roman','serif'">M7.5 </span><span style="font-family:宋體">水泥砂漿勾縫，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span><span style="font-family:宋體">。截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="34"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">漿砌石石材，</span><span style="font-family:'Times New Roman','serif'">M10 </span><span style="font-family:宋體">水泥砂漿砌筑，</span><span style="font-family:'Times New Roman','serif'">M7.5 </span><span style="font-family:宋體">水泥砂漿勾縫，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span><span style="font-family:宋體">。</span></p></td></tr><tr style=";height:35px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="35"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">馬道排水溝</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="35"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">馬道截洪溝溝頂寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝底寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝深</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝底坡度為</span><span style="font-family:'Times New Roman','serif'"> 0.003</span><span style="font-family:宋體">。截水溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">片石，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="35"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，現建設初期壩</span><span style="font-family:宋體">馬道排水溝</span><span style="font-family:宋體">溝頂寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝底寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝深</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">。截水溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">片石，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span><span style="font-family:宋體">，后期隨填埋量建設后期子壩馬道排水。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">攔洪壩和</span></p><p style="line-height:16px"><span style="font-family:宋體">排洪管</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在場(chǎng)址上游構筑攔洪壩，攔洪壩的壩頂標高為</span><span style="font-family:'Times New Roman','serif'"> 1218.0m </span><span style="font-family:宋體">。對上游面進(jìn)行削坡放緩、碾壓密實(shí)加固同時(shí)對上游壩面及坡腳進(jìn)行防護，上游壩面采用漿砌石防護，上游坡腳采用鉛絲石籠進(jìn)行防護。在壩下設置排洪管，將上游洪水順利排往下游，壩下排洪管的管徑為</span><span style="font-family:'Times New Roman','serif'"> 1.4m</span><span style="font-family:宋體">，長(cháng)度約</span><span style="font-family:'Times New Roman','serif'"> 350m </span><span style="font-family:宋體">，結合自然地形考慮設置在攔洪壩的東側壩下，結合場(chǎng)址的自然地形，</span> <span style="font-family:宋體">排洪管的走向為由西向東，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址東側的山溝。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">在場(chǎng)址上游構筑攔洪壩，攔洪壩的壩頂標高為</span><span style="font-family:'Times New Roman','serif'"> 1218.0m </span><span style="font-family:宋體">。在壩下設置排洪管，將上游洪水順利排往下游，壩下排洪管的管徑為</span><span style="font-family:'Times New Roman','serif'"> 1.4m</span><span style="font-family:宋體">，長(cháng)度約</span><span style="font-family:'Times New Roman','serif'">550m</span><span style="font-family:宋體">，實(shí)際結合現場(chǎng)實(shí)際考慮設置在攔洪壩的南側初期壩下，結合現場(chǎng)實(shí)際的自然地形，</span> <span style="font-family:宋體">排洪管的走向為由北向南，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南測的山溝。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">消力池</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在副壩二下游建設消力池一座，消力池容積</span><span style="font-family:'Times New Roman','serif'"> 200m3</span><span style="font-family:宋體">，鋼筋混凝土結構，斷面尺寸確定為：</span><span style="font-family:'Times New Roman','serif'">10m×5m×4m</span><span style="font-family:宋體">（長(cháng)</span><span style="font-family:'Times New Roman','serif'">×</span><span style="font-family:宋體">寬</span><span style="font-family:'Times New Roman','serif'">×</span><span style="font-family:宋體">深）。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">結合現場(chǎng)情況在北初期壩下游建設消力池一座，消力池容積</span><span style="font-family:'Times New Roman','serif'"> 240m<sup>3</sup></span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">邊坡防護</span></p><p style="line-height:16px"><span style="font-family:宋體">工程</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填充體每堆高</span><span style="font-family:'Times New Roman','serif'"> 10m </span><span style="font-family:宋體">設置</span><span style="font-family:'Times New Roman','serif'"> 3m </span><span style="font-family:宋體">寬的馬道，邊坡坡比</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">3.0</span><span style="font-family:宋體">，坡面覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，邊坡防護型式采用灌草結合的方式進(jìn)行防護。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，</span><span style="font-family:宋體">邊坡防護工程</span><span style="font-family:宋體">按照填埋中期隨填埋量和高度建設</span><span style="font-family:宋體">。</span><span style="font-family:宋體">邊坡防護型式采用灌草結合的方式進(jìn)行防護。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">防滲</span></p><p style="line-height:16px"><span style="font-family:宋體">工程</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">本項目庫底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-family:宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-family:宋體">作為保護層。</span> <span style="font-family:宋體">場(chǎng)址庫區底部防滲膜上部設置排滲系統，用于排出灰渣底部的滲水。排滲系統由初期壩上游的排滲盲溝、排滲管和下游的集滲池組成。滲水通過(guò)排滲盲溝、排滲管進(jìn)入下游集滲池，集滲池內滲水用泵抽回場(chǎng)內用于噴灑，不外排。排滲盲溝采用直徑為</span><span style="font-family:'Times New Roman','serif'"> 150mm </span><span style="font-family:宋體">的塑料盲管，四周為反濾層及土工布。排滲盲管下游端、穿初期壩位置處與內徑為</span><span style="font-family:'Times New Roman','serif'"> 150mm </span><span style="font-family:宋體">滲濾液導排管相接，采用鋼骨架塑料復合管。在南北兩個(gè)初期壩及副壩二下游各布置集滲池</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">座，共</span><span style="font-family:'Times New Roman','serif'"> 3 </span><span style="font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-family:'Times New Roman','serif'">100m<sup>3</sup></span><span style="font-family:宋體">。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">庫底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-family:宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-family:宋體">作為保護層。場(chǎng)址庫區底部防滲膜上部設置排滲系統，用于排出灰渣底部的滲水，在南北兩個(gè)初期壩及副壩二下游各布置集滲池</span><span style="font-family:'Times New Roman','serif'">1</span><span style="font-family:宋體">座，共</span><span style="font-family:'Times New Roman','serif'">3</span><span style="font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-family:'Times New Roman','serif'">125m<sup>3</sup></span></p></td></tr><tr><td width="13" colspan="2" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">填充工程</span></p><p style="text-align:left;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填溝造地采用邊作業(yè)邊封頂的方式，從初期壩開(kāi)始堆放，運輸車(chē)輛在指定位置卸料后，由推土機由南向北、由低到高沿平整后的溝底鋪設，并分層碾壓。當達到高度后要及時(shí)采取表面密封措施。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致。</span><span style="font-family: 宋體">從初期壩開(kāi)始堆放，運輸車(chē)輛在指定位置卸料后，由推土機由南向北、由低到高沿平整后的溝底鋪設，并分層碾壓。當達到高度后要及時(shí)采取表面密封措施。</span></p></td></tr><tr><td width="13" colspan="2" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">邊坡防護及覆土造地及造林</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">覆土工程：馬道和平臺覆土前應先粉煤灰整平、碾壓（或機械夯實(shí)），然后覆</span><span style="font-family:'Times New Roman','serif'"> 20cm </span><span style="font-family:宋體">厚粘性土，土料的含水量要求在</span><span style="font-family:'Times New Roman','serif'"> 16%~20%</span><span style="font-family:宋體">范圍，若含水量不夠時(shí)應在土料場(chǎng)灑水拌勻，覆土后應進(jìn)行碾壓（或機械夯實(shí)），要求干容重不低于</span><span style="font-family:'Times New Roman','serif'"> 1.55t/m3</span><span style="font-family:宋體">，之后再覆土至設計厚度，土料盡量選輕壤土、中壤土或沙質(zhì)粘土，用推土機推平，不得含有大的物體塊、植物根及其他雜物等。堆巖坡面覆土要求分層壓實(shí)，壓實(shí)度不小于</span><span style="font-family:'Times New Roman','serif'"> 0.9</span><span style="font-family:宋體">。</span></p><p style="text-align:left;line-height:16px"><span style="font-family:宋體">對于采取植物措施的馬道、平臺和坡面需要進(jìn)行覆蓋黃土，填充體坡面形成后在坡面覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，形成平臺后在頂部覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，先鋪設約</span><span style="font-family:'Times New Roman','serif'"> 0.5m </span><span style="font-family:宋體">厚的低肥效生土，然后再鋪設熟土壤</span><span style="font-family:'Times New Roman','serif'"> 0.5m</span><span style="font-family:宋體">，以滿(mǎn)足種植植物的用地要求。邊坡防護：填充體每堆高</span><span style="font-family:'Times New Roman','serif'"> 10m </span><span style="font-family:宋體">設置</span><span style="font-family:'Times New Roman','serif'"> 3m </span><span style="font-family:宋體">寬的馬道，邊坡坡比</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">3.0</span><span style="font-family:宋體">，坡面覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，邊坡防護型式采用灌草結合的方式進(jìn)行防護。造地工程：覆土后進(jìn)行土地復墾，應保證平臺平整，無(wú)大的起伏，由中間向兩側岸邊截洪溝成</span><span style="font-family:'Times New Roman','serif'"> 2%</span><span style="font-family:宋體">的坡降，保證雨水可順利排至周邊截洪溝。邊坡復墾為灌木林地，馬道復墾為喬木林地，頂部平臺復墾為耕地。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，未進(jìn)行封場(chǎng)</span><span style="font-family:宋體">覆土工程</span><span style="font-family:宋體">。</span><span style="font-family: 宋體">造地工程</span><span style="font-family: 宋體">。</span></p></td></tr><tr><td width="5" rowspan="4" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">公輔工程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">取土</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">項目不設取土場(chǎng)，填埋場(chǎng)覆土首先利用場(chǎng)內表土，不足部分再外購黃土用于表層復墾。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，未進(jìn)行</span><span style="font-family:宋體">填埋場(chǎng)覆土，后期填埋場(chǎng)覆土首先利用場(chǎng)內表土，不足部分再外購黃土用于表層復墾。項目不設取土場(chǎng)</span></p></td></tr><tr style=";height:53px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="53"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">洗車(chē)平臺</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="53"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在南側初期壩和北側初期壩入口處各設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style="font-family:'Times New Roman','serif'"> 30m<sup>3</sup></span><span style="font-family:宋體">收集池沉淀后循環(huán)使用。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="53"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">進(jìn)場(chǎng)道路只有南初期壩一條，</span><span style="font-family:宋體">故只在</span><span style="font-family: 宋體">在南側初期壩入口處設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style="font-family:'Times New Roman','serif'">30m<sup>3</sup></span><span style="font-family:宋體">收集池沉淀后循環(huán)使用。</span></p></td></tr><tr style=";height:179px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="179"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">運輸道路</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="179"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">場(chǎng)外運輸道路全長(cháng)為</span><span style="font-family:'Times New Roman','serif'"> 9km</span><span style="font-family:宋體">，擬選運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用</span><span style="font-family:'Times New Roman','serif'"> S301 </span><span style="font-family:宋體">省道（長(cháng)度約</span><span style="font-family:'Times New Roman','serif'"> 3km</span><span style="font-family:宋體">）→新建運輸道路</span><span style="font-family:'Times New Roman','serif'">(</span><span style="font-family:宋體">長(cháng)度</span><span style="font-family:'Times New Roman','serif'"> 6km</span><span style="font-family:宋體">）→場(chǎng)址。</span></p><p style="text-align:left;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="179"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">場(chǎng)外運輸道路全長(cháng)為</span><span style="font-family:'Times New Roman','serif'"> 9km</span><span style="font-family:宋體">，擬選運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用</span><span style="font-family:'Times New Roman','serif'"> S301 </span><span style="font-family:宋體">省道（長(cháng)度約</span><span style="font-family:'Times New Roman','serif'"> 3km</span><span style="font-family:宋體">）→新建運輸道路</span><span style="font-family:'Times New Roman','serif'">(</span><span style="font-family:宋體">長(cháng)度</span><span style="font-family:'Times New Roman','serif'"> 6km</span><span style="font-family:宋體">）→場(chǎng)址。</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">管理站</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">管理站占地面積為</span><span style="font-family:'Times New Roman','serif'"> 300m<sup>2</sup></span><span style="font-family:宋體">，建筑面積</span><span style="font-family: 'Times New Roman','serif'"> 50 m2</span><span style="font-family:宋體">，設有辦公室、值班室，</span><span style="font-family:'Times New Roman','serif'">50m<sup>3 </sup></span><span style="font-family:宋體">水池一座。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">企業(yè)未建設管理站，在附近村中租用民房作為值班室。</span></p></td></tr><tr style=";height:36px"><td width="5" rowspan="3" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">公用工程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">供水</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填埋場(chǎng)的生活、生產(chǎn)水源由南唐窯村生活用水管道接引，接入管理站水箱（</span><span style="font-family:'Times New Roman','serif'">50m3</span><span style="font-family:宋體">的玻璃鋼水箱）供管理站內工作人員日常使用。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">企業(yè)未建設管理站，在附近村中租用民房作為值班室，值班室由南唐窯村生活用水管道接引，供管理站內工作人員日常使用。</span></p></td></tr><tr style=";height:38px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">供電</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">項目用電電源從南唐窯村通過(guò)線(xiàn)路引接，采用架空線(xiàn)引接至場(chǎng)址管理站的箱變，再由箱變引接至各個(gè)用電負荷。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-size: 13px;font-family:宋體;color:black">電源</span><span style="font-family:宋體">從南唐窯村通過(guò)線(xiàn)路引接，再由箱變引接至各個(gè)用電負荷。</span></p></td></tr><tr style=";height:38px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">供熱</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">管理站取暖采用電采暖。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">管理站取暖采用電采暖。</span></p></td></tr><tr><td width="5" rowspan="4" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">環(huán)保工程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">廢氣</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">灰渣在電廠(chǎng)內調濕后出場(chǎng)，運灰車(chē)輛采用廂式運輸；灑水抑塵，避免大風(fēng)天氣作業(yè)；每天定期對作業(yè)面灑水降塵；填充一個(gè)區域后及時(shí)覆土，每造出一個(gè)平臺，及時(shí)進(jìn)行復墾；運灰車(chē)輛進(jìn)出廠(chǎng)進(jìn)行輪胎沖洗。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，灰渣在電廠(chǎng)內調濕后出場(chǎng)，運灰車(chē)輛采用廂式運輸；灑水抑塵，避免大風(fēng)天氣作業(yè)；每天定期對作業(yè)面灑水降塵；填充一個(gè)區域后及時(shí)覆土；運灰車(chē)輛進(jìn)出廠(chǎng)進(jìn)行輪胎沖洗。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">廢水</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在壩與山坡交界處壩肩及壩腳處均設置截洪溝，截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。在場(chǎng)址上游構筑攔洪壩，在壩下設置排洪管，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址東側的山溝；生活污水排入旱廁，定期由附近農民清掏外運，用于農田施肥；洗車(chē)平臺廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，在壩與山坡交界處壩肩及壩腳處均設置截洪溝，截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。在場(chǎng)址上游構筑攔洪壩，在壩下設置排洪管，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南側的山溝；生活污水排入旱廁，定期由附近農民清掏外運，用于農田施肥；洗車(chē)平臺廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p></td></tr><tr style=";height:14px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="14"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">噪聲</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="14"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">限制車(chē)速，限制鳴笛；合理安排作業(yè)時(shí)間，夜間不作業(yè)，分塊回填。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="14"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">完成</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">生態(tài)恢復</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填溝后可以實(shí)現綠化面積約</span><span style="font-family:'Times New Roman','serif'"> 9.83hm<sup>2</sup></span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，后期完成</span></p></td></tr></tbody></table><p style="text-indent:32px;line-height:150%"><img anchorname="_Toc31438" class="anchorclass" src="/" _src=""><span style="font-size:16px;line-height:150%;font-family:宋體">大同市昌榮投資有限公司陽(yáng)高縣王官屯鎮南唐窯村粉煤灰填溝造地項目</span><span style="font-size:16px;line-height:150%;font-family:宋體">包括工程內容：粉煤灰、爐渣及少量脫硫石膏作為填充物對荒溝進(jìn)行土地復墾。</span></p><p style="text-indent:32px;line-height:150%"><img anchorname="_Toc20547" class="anchorclass" src="/" _src=""><strong><span style="font-size: 16px;line-height:150%;font-family:宋體">一、填溝造地工程</span></strong><span></span></p><p class="MsoListParagraph" style="text-align:left;text-indent:32px"><strong>1</strong><strong><span style="font-family: 宋體">、場(chǎng)地清理</span></strong></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">在進(jìn)行回填前，首先進(jìn)行場(chǎng)地清理，*樹(shù)根、雜草等附著(zhù)物。經(jīng)現場(chǎng)調查，項目所在地原為私挖濫采礦坑，庫底有少量松樹(shù)，因此清理庫底時(shí)需對此部分松樹(shù)進(jìn)行移植，待防滲地基做好后，分區進(jìn)行填埋。*對施工有影響、易刺穿土工膜的障礙物（如樹(shù)根等），清基厚度不小于</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 500mm</span><span style="font-size:16px;line-height:150%;font-family: 宋體">，場(chǎng)地清理表土用于回填場(chǎng)封場(chǎng)時(shí)覆土綠化，雜草、樹(shù)根清理后，將地表到耕地層約</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">0.5m </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚表土土壤單獨剝離，并分區專(zhuān)門(mén)堆置保存，以備日后生態(tài)恢復時(shí)使用，隨后進(jìn)行場(chǎng)地整平，夯實(shí)地基。土堆高度不宜超過(guò)</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 5</span><span style="font-size:16px;line-height:150%;font-family: 宋體">～</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">10m</span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="text-indent:32px;line-height:150%;text-autospace:none"><strong>驗收調查：</strong>現已對全部廠(chǎng)區進(jìn)行清理，場(chǎng)地清理表土用于回填場(chǎng)封場(chǎng)時(shí)覆土綠化，雜草、樹(shù)根清理后，將地表到耕地層約<span style="font-family:'Times New Roman','serif'">0.5m </span>厚表土土壤單獨剝離，并分區專(zhuān)門(mén)堆置保存，以備日后生態(tài)恢復時(shí)使用，隨后進(jìn)行場(chǎng)地整平，夯實(shí)地基，與環(huán)評一致。沒(méi)有超挖。</p><p class="MsoListParagraph" style="text-align:left;text-indent:32px"><strong><span style="font-family:宋體">2</span></strong><strong><span style="font-family:宋體">、場(chǎng)地平整</span></strong></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">①</span><span style="font-size:16px;line-height:150%;font-family: 宋體">填埋場(chǎng)域底部原地形為不規則形，平整坡底，坡底清基平整后基本無(wú)植被，并用外購土進(jìn)行壓實(shí)以滿(mǎn)足填埋場(chǎng)承載力要求和鋪設土工膜的要求。</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">②</span><span style="font-size:16px;line-height:150%;font-family: 宋體">邊坡平整要求：邊坡在鋪設防滲膜之前，先對邊坡裸露松動(dòng)巖石進(jìn)行清理，然后對坡面進(jìn)行整平，*一切尖角雜物，欠坡回填夯實(shí)，負坡削坡挖平，為復合土工膜鋪設提供工作面。按照一定的設計標高及坡度進(jìn)行場(chǎng)地整平（溝底橫向坡度一般不小于</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 2%</span><span style="font-size:16px;line-height:150%;font-family: 宋體">，縱向坡度根據溝底縱坡及溝內地形，一般控制在</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 8%</span><span style="font-size:16px;line-height:150%;font-family: 宋體">以?xún)?；兩側邊溝一般應按保證坡體穩定）。其次應進(jìn)行壓實(shí)，涉及填挖方時(shí)，還應分層碾壓，壓實(shí)度不小于</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 93%</span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="text-indent:32px;line-height:150%"><strong>驗收調查：</strong>本項目已按環(huán)評要求進(jìn)行底部平整工程滿(mǎn)足填埋場(chǎng)承載力要求和鋪設土工膜的要求。按環(huán)評要求以對坡面進(jìn)行整平，*一切尖角雜物，欠坡回填夯實(shí)，負坡削坡挖平，為復合土工膜鋪設提供工作面。</p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">3</span></strong><strong><span style="font-size:16px;line-height:150%;font-family: 宋體">、防滲工程</span></strong></p><p style=";margin-bottom: 0;text-align:left;text-indent:32px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family: 宋體">本填埋場(chǎng)兩側部分邊坡坡度較大，當邊坡坡度大于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，需要先</span></p><p style=";margin-bottom: 0;text-align:left;text-indent:0;line-height:150%"><span style="font-size:16px;line-height:150%;font-family: 宋體">對邊坡進(jìn)行掛網(wǎng)噴漿，然后再鋪設高密度聚乙烯膜；當邊坡坡度小于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，直</span></p><p style=";margin-bottom: 0;text-align:left;text-indent:0;line-height:150%"><span style="font-size:16px;line-height:150%;font-family: 宋體">接在坡面上鋪設</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family:宋體">粘土襯層</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> +1.5mmHDPE </span><span style="font-size:16px;line-height:150%;font-family: 宋體">土工膜</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">+0.3m </span><span style="font-size:16px;line-height:150%;font-family:宋體">厚壓實(shí)黃土。本項目填埋場(chǎng)溝底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-size: 16px;line-height:150%;font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-size:16px;line-height:150%;font-family:宋體">作為保護層，整個(gè)防滲層的防滲*滿(mǎn)足《一般工業(yè)固體廢物貯存和填埋污染控制標準》（</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">GB18599-2020</span><span style="font-size:16px;line-height:150%;font-family:宋體">）中第</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 5.3.1 </span><span style="font-size:16px;line-height:150%;font-family: 宋體">條要求。場(chǎng)址庫區底部防滲膜上部設置排滲系統，用于排出灰渣底部的滲水。排滲系統由初期壩上游的排滲盲溝、排滲管和下游的集滲池組成。滲水通過(guò)排滲盲溝、排滲管進(jìn)入下游集滲池，集滲池內滲水用泵抽回場(chǎng)內用于噴灑，不外排。排滲盲溝采用直徑為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 150mm </span><span style="font-size:16px;line-height:150%;font-family:宋體">的塑料盲管，四周為反濾層及土工布。排滲盲管下游端、穿初期壩位置處與內徑為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 150mm </span><span style="font-size:16px;line-height:150%;font-family:宋體">滲濾液導排管相接，采用鋼骨架塑料復合管。在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 3 </span><span style="font-size:16px;line-height:150%;font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 100m3 </span><span style="font-size:16px;line-height:150%;font-family:宋體">。</span></p><p style=";margin-bottom: 0;text-align:left;text-indent:0;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">按環(huán)評要求</span><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">建設</span><span style="font-size:16px;line-height:150%;font-family: 宋體">當邊坡坡度大于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，先對邊坡進(jìn)行掛網(wǎng)噴漿，然后再鋪設高密度聚乙烯膜；當邊坡坡度小于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，直接在坡面上鋪設</span><span style="font-size: 16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family: 宋體">粘土襯層</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> +1.5mmHDPE </span><span style="font-size:16px;line-height:150%;font-family:宋體">土工膜</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">+0.3m </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚壓實(shí)黃土。溝底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-size: 16px;line-height:150%;font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-size:16px;line-height:150%;font-family:宋體">作為保護層。在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 3 </span><span style="font-size:16px;line-height: 150%;font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 125m<sup>3 </sup></span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">4</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、初期壩及隔離壩</span></strong></p><p style="text-indent:31px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">環(huán)評要求：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">在場(chǎng)址內建造了兩座初期壩，作為初期運行時(shí)的擋灰壩，以利于灰渣排水固結和穩定灰渣壩的坡腳等多功能作用。溝內石料充足，初期壩均采用堆石壩。北初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">60m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">14m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，北初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1</span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">8m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，南初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡</span> <span style="font-size:16px;line-height:150%;font-family:宋體">均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">。為保證充分利用場(chǎng)址的自然地形，在場(chǎng)址內設置兩座隔離壩，兩座隔離壩均位于場(chǎng)址的東北側。溝內石料充足，隔離壩均采用堆石壩。隔離壩一的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">15m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">4m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，隔離壩一的壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">；隔離壩二的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">20m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，隔離壩二壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2 </span><span style="font-size:16px;line-height:150%;font-family:宋體">。隔離壩可與初期壩一并實(shí)施，也可在加筑子壩時(shí)再實(shí)施。</span></p><p style="text-indent:31px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">本項目已按環(huán)評要求</span><span style="font-size:16px;line-height:150%;font-family: 宋體">在場(chǎng)址內建造了兩座初期壩，作為初期運行時(shí)的擋灰壩，以利于灰渣排水固結和穩定灰渣壩的坡腳等多功能作用。溝內石料充足，初期壩均采用堆石壩。北初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 60m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 14m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，北初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1</span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 100m </span><span style="font-size: 16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 8m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，南初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡</span> <span style="font-size:16px;line-height:150%;font-family:宋體">均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">，建設隔離壩二，離壩二的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">20m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，隔離壩二壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2 </span><span style="font-size:16px;line-height:150%;font-family:宋體">。未建設隔離壩一。后期在填埋中隨填埋量和高度建設完成。</span></p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">5</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、后期子壩排洪系統</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style="font-size: 16px;line-height:150%;font-family:宋體;letter-spacing:0">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing: 0">后期子壩均采用碾壓粉煤灰填筑子壩，共有四級子壩，各級子壩壩高均為10m，子壩頂寬 10m。下游壩面坡度為 1：4，上游壩面坡度為 1：3.5，各級子壩下游壩面覆土 0.5m 后采用漿砌石框格護面，格內覆土并植草護面。子壩與山坡交界處壩肩及壩腳處均設置截洪溝，壩面設置漿砌石臺階。</span></p><p style="text-indent:33px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing:0">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">本項目為階段性驗收，未建設后期子壩。后期在填埋中隨填埋量和高度建設完成</span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、排洪系統覆土、邊坡防護和造地工程</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">1</span><span style=";color:windowtext;letter-spacing:0">）攔洪壩及排洪管：場(chǎng)址上游構筑攔洪壩體，攔洪壩的壩頂標高為 1218.0m 。需要對上游面進(jìn)行削坡放緩、碾壓密實(shí)加固，上游坡面削坡后的坡度不陡于 1：2.5，確保上游壩坡的穩定性，同時(shí)對上游壩面及坡腳進(jìn)行防護，上游壩面采用漿砌石防護，上游坡腳采用鉛絲石籠進(jìn)行防護在攔洪壩下設置排洪管，將上游洪水順利排往下游，壩下排洪管的管徑為1.4m，長(cháng)度約 350m ，結合自然地形考慮設置在攔洪壩的東側壩下，實(shí)施方案為挖開(kāi)敷設后分層回填。結合場(chǎng)址的自然地形，排洪管的走向為由西向東，上游的洪水經(jīng)過(guò)排洪管、消力池，在副壩二下游設置消力池一座，容積200m<sup>3</sup>，上游洪水經(jīng)消能之后排向場(chǎng)址東側的山溝。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext;letter-spacing:0">按環(huán)評要求建設，本項目場(chǎng)址上游構筑攔洪壩體，攔洪壩的壩頂標高為1218m，對上游壩面及坡腳進(jìn)行防護，上游壩面采用漿砌石防護，上游坡腳采用鉛絲石籠進(jìn)行防護。在攔洪壩下設置排洪管，實(shí)際結合現場(chǎng)實(shí)際考慮設置在攔洪壩的南側初期壩下，結合現場(chǎng)實(shí)際的自然地形，排洪管的走向為由北向南，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南測的山溝。將上游洪水順利排往下游上游的洪水經(jīng)過(guò)排洪管、消力池，在北初期壩下游設置消力池一座，容積240m<sup>3</sup><sup>，</sup>上游洪水經(jīng)消能之后排向場(chǎng)址南側的山溝。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family: 宋體;letter-spacing:0">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family: 宋體;letter-spacing:0">（2）截洪溝：在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用 M7.5 泥砂漿砌 MU30 漿砌石石材，M10水泥砂漿砌筑，M7.5水泥砂漿勾縫，底部采用 C15混凝土墊層，壁厚400mm。截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。</span></p><p style="text-align:left;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing: 0">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing:0">按環(huán)評要求在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用 M7.5 泥砂漿砌 MU30 漿砌石石材，M10水泥砂漿砌筑，M7.5水泥砂漿勾縫，底部采用 C15混凝土墊層，壁厚400mm。截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝</span><span style="font-size:16px;line-height:150%;font-family: 宋體;letter-spacing:0">。</span></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">7</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、覆土、邊坡防護和造地工程</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">1</span><span style=";color:windowtext;letter-spacing:0">）覆土工程：馬道和平臺覆土前應先將灰渣整平、碾壓（或機械夯實(shí)），然后覆20cm厚粘性土，土料的含水量要求在 16%~20%范圍，若含水量不夠時(shí)應在土料場(chǎng)灑水拌勻，覆土后應進(jìn)行碾壓（或機械夯實(shí)），要求干容重不低于 1.55t/m3，之后再覆土至設計厚度，土料盡量選輕壤土、中壤土或沙質(zhì)粘土，用推土機推平，不得含有大的物體塊、植物根及其他雜物等。堆巖坡面覆土要求分層壓實(shí)，壓實(shí)度不小于 0.9。對于采取植物措施的馬道、平臺和坡面需要進(jìn)行覆蓋黃土，填充體坡面形成后在坡面覆土1.0m，形成平臺后在頂部覆土1.0m，先鋪設約0.5m厚的低肥效生土，然后再鋪設熟土壤 0.5m，以滿(mǎn)足種植植物的用地要求。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext">本項目為階段性驗收，后期</span><span style=";color:windowtext">堆場(chǎng)投運以后進(jìn)行覆土。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">2</span><span style=";color:windowtext;letter-spacing:0">）邊坡防護</span><span style=";color:windowtext;letter-spacing:0">及造地工程</span><span style=";color:windowtext;letter-spacing:0">：填充體每堆高10m設置3m寬的馬道，邊坡坡比1：3.0，坡面覆土1.0m，邊坡防護型式采用灌草結合的方式進(jìn)行防護。覆土后進(jìn)行土地復墾，應保證平臺平整，無(wú)大的起伏，由中間向兩側岸邊截洪溝成 2%的坡降，保證雨水可順利排至周邊截洪溝。邊坡復墾為灌木林地，馬道復墾為喬木林地，頂部平臺復墾為耕地。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext;letter-spacing:0">按環(huán)評要求</span><span style=";color:windowtext;letter-spacing:0">邊坡防護型式采用灌草結合的方式進(jìn)行防護。</span><span style=";color:windowtext">本項目為階段性驗收，后期</span><span style=";color:windowtext">填充完成后進(jìn)行</span><span style=";color:windowtext;letter-spacing:0">復墾</span><span style=";color:windowtext">。</span></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">8</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、輔助工程</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">1</span><span style=";color:windowtext;letter-spacing:0">）取土場(chǎng)：本項目采用邊作業(yè)邊封頂的方式，坡面和平臺覆土首先來(lái)源于填埋場(chǎng)表層剝離土，剝離后的表土堆放于后期未填埋場(chǎng)，填埋場(chǎng)覆土首先利用場(chǎng)內表土，不足部分再由建設單位從眾和村購入，并運輸到現場(chǎng)，表土及購入土方能夠滿(mǎn)足坡面和平臺覆土用量。取土方式全部采用挖掘機取土，取土時(shí)要求從上到下就地取土，取土后盡量放緩邊坡，挖土后用挖掘機挖斗壓實(shí)，保證邊坡穩定性，對邊坡必須采取削坡、護坡支護等保護措施，確保工程質(zhì)量。表層土臨時(shí)堆放場(chǎng)所要進(jìn)行苫蓋防塵，運輸車(chē)輛進(jìn)行苫蓋，并對運輸道路進(jìn)行灑水抑塵，減少運輸過(guò)程中的粉塵排放。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext;letter-spacing:0">按環(huán)評要求</span><span style=";color:windowtext;letter-spacing:0">本項目采用邊作業(yè)邊封頂的方式，坡面和平臺覆土首先來(lái)源于填埋場(chǎng)表層剝離土，剝離后的表土堆放于后期未填埋場(chǎng)，</span><span style=";color:windowtext;letter-spacing:0">不設取土場(chǎng)</span><span style=";color:windowtext">。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">2</span><span style=";color:windowtext;letter-spacing:0">）</span><span style=";color:windowtext;letter-spacing:0">運輸道路</span><span style=";color:windowtext;letter-spacing:0">：場(chǎng)址外運輸道路即電廠(chǎng)至場(chǎng)址邊界的運輸道路，灰渣及少量脫硫石膏將通過(guò)該運輸道路輸送至場(chǎng)址。場(chǎng)外運輸道路全長(cháng)為 9km，擬選運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用S301 省道 (長(cháng)度約 3km)→新建運輸道路(長(cháng)度 6km)→場(chǎng)址。S301 國道可以滿(mǎn)足正?；以\輸要求，可利用長(cháng)度為 3km。場(chǎng)址內運輸道路即場(chǎng)址邊界至場(chǎng)址溝底的運輸道路，場(chǎng)址場(chǎng)內運輸道路總長(cháng)約為 1000m，道路等級為四級廠(chǎng)外道路，采用泥結碎石路面，路面寬為 6m，道路做法從上到下依次為：40mm 磨耗層、200mm 泥結碎礫石面層、150 碎礫石基層、200mm水泥石灰土。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";line-height:150%;color:windowtext">按環(huán)評要求</span><span style=";line-height:150%;color:windowtext">本項目場(chǎng)址外運輸道路即電廠(chǎng)至場(chǎng)址邊界的運輸道路場(chǎng)外運輸道路全長(cháng)為</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 9km</span><span style=";line-height:150%;color:windowtext">，運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">S301 </span><span style=";line-height:150%;color:windowtext">省道</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> (</span><span style=";line-height:150%;color:windowtext">長(cháng)度約</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 3km)</span><span style=";line-height:150%;color:windowtext">→新建運輸道路</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">(</span><span style=";line-height:150%;color:windowtext">長(cháng)度</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 6km)</span><span style=";line-height:150%;color:windowtext">→場(chǎng)址。場(chǎng)址場(chǎng)內運輸道路總長(cháng)約為</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 1000m</span><span style=";line-height:150%;color:windowtext">，道路等級為四級廠(chǎng)外道路，采用泥結碎石路面，路面寬為</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 6m</span><span style=";line-height:150%;color:windowtext">，道路做法從上到下依次為：</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">40mm </span><span style=";line-height:150%;color:windowtext">磨耗層、</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">200mm </span><span style=";line-height:150%;color:windowtext">泥結碎礫石面層、</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">150 </span><span style=";line-height:150%;color:windowtext">碎礫石基層、</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">200mm</span><span style=";line-height:150%;color:windowtext">水泥石灰土。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";line-height: 150%;font-family:'Times New Roman','serif';color:windowtext">2</span><span style=";line-height:150%;color:windowtext">）</span><span style=";line-height:150%;color:windowtext">洗車(chē)平臺</span><span style=";line-height:150%;color:windowtext">：洗車(chē)平臺設置在填溝造地區出口處附近，配套設置</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">30m3</span><span style=";line-height:150%;color:windowtext">的沉淀池及運灰車(chē)輛沖洗廢水循環(huán)利用系統。在南側荒溝和北側荒溝出口處各設置洗車(chē)平臺一座，每個(gè)洗車(chē)平臺帶有容積</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">30m<sup>3</sup></span><span style=";line-height:150%;color:windowtext">的水池。運灰車(chē)輛沖洗廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";line-height:150%;color:windowtext">本項目進(jìn)場(chǎng)道路只有南初期壩一條，故只在在南側初期壩入口處設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style=";color:windowtext;letter-spacing:0">30m<sup>3</sup></span><span style=";color:windowtext;letter-spacing:0">收</span><span style=";line-height:150%;color:windowtext">集池沉淀后循環(huán)使用。</span><span style=";line-height:150%;color:windowtext">不外排。</span></p><p style="text-align:left;text-indent:37px;line-height:150%"><strong><span style="font-size:19px;line-height:150%;font-family: 'Times New Roman','serif'">3.2.5 </span></strong><strong><span style="font-size:19px;line-height:150%">工程主要變更情況</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><span style=";line-height:150%;color:windowtext;letter-spacing:0">根據《環(huán)境影響評價(jià)法》、《建設項目環(huán)境保護管理條例》及生態(tài)環(huán)境部“關(guān)于印發(fā)污染影響類(lèi)建設項目重大變動(dòng)清單（試行）的通知”（環(huán)辦環(huán)評函【</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext;letter-spacing:0">2020</span><span style=";line-height:150%;color:windowtext;letter-spacing:0">】</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext;letter-spacing:0">688</span><span style=";line-height:150%;color:windowtext;letter-spacing:0">號），建設項目的性質(zhì)、規模、地點(diǎn)、生產(chǎn)工藝和環(huán)境保護措施五個(gè)因素中的一項或者一項以上發(fā)生重大變動(dòng)，且可能導致環(huán)境影響顯著(zhù)變化（特別是不利環(huán)境影響加重的），界定為重大變動(dòng)。</span></p><table cellspacing="0" cellpadding="0"><tbody><tr style=";height:25px" class="firstRow"><td width="170" style="border-width: 2px 1px 1px 2px; border-color: windowtext; border-style: solid; padding: 0px 7px;" height="22"><p style="text-align:center"><span style=";font-family:宋體">環(huán)評防治措施</span></p></td><td width="165" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="22"><p style="text-align:center"><span style=";font-family:宋體">實(shí)際建設情況</span></p></td><td width="182" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="22"><p style="text-align:center"><span style=";font-family:宋體">是否為重大變更</span></p></td></tr><tr style=";height:39px"><td width="190" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="39"><p style="text-align:center">在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共<span style=";font-family:'Times New Roman','serif'"> 3 </span>座集滲池，采用鋼筋混凝土結構，每座集滲池容積為<span style=";font-family:'Times New Roman','serif'"> 100m3 </span>。</p></td><td width="165" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="39"><p style="text-align:center">在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共<span style=";font-family:'Times New Roman','serif'"> 3 </span>座集滲池，采用鋼筋混凝土結構，每座集滲池容積為<span style=";font-family:'Times New Roman','serif'"> 125m<sup>3 </sup></span>。</p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="39"><p style="text-align:center"><span style=";color:black">否</span></p></td></tr><tr style=";height:225px"><td width="186" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="225"><p style="text-indent:27px;line-height:150%"><span style=";line-height:150%;font-family:宋體">在場(chǎng)址內設置兩座隔離壩，兩座隔離壩均位于場(chǎng)址的東北側。溝內石料充足，隔離壩均采用堆石壩。隔離壩一的軸線(xiàn)長(cháng)約</span><span style=";line-height:150%;font-family: 'Times New Roman','serif'">15m</span><span style=";line-height:150%;font-family:宋體">，壩高約</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">4m </span><span style=";line-height:150%;font-family:宋體">，隔離壩一的壩頂寬</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style=";line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style=";line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style=";line-height:150%;font-family:宋體">：</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">2</span><span style=";line-height:150%;font-family:宋體">；隔離壩二的軸線(xiàn)長(cháng)約</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style=";line-height:150%;font-family:宋體">，壩高約</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">20m </span><span style=";line-height:150%;font-family:宋體">，隔離壩二壩頂寬</span><span style=";line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style=";line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style=";line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style=";line-height:150%;font-family:宋體">：</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">2 </span><span style=";line-height:150%;font-family:宋體">。隔離壩可與初期壩一并實(shí)施，也可在加筑子壩時(shí)再實(shí)施。</span></p><p style="text-align:center"><span style=";font-family:'Times New Roman','serif'"> </span></p></td><td width="161" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="225"><p style="text-align:center">已建設隔離壩二，離壩二的軸線(xiàn)長(cháng)約<span style=";font-family:'Times New Roman','serif'">100m </span>，壩高約<span style=";font-family:'Times New Roman','serif'">20m </span>，隔離壩二壩頂寬<span style=";font-family:'Times New Roman','serif'">6.0m</span>，上、下游邊坡均為<span style=";font-family:'Times New Roman','serif'"> 1 </span>：<span style=";font-family:'Times New Roman','serif'">2 </span>。未建設隔離壩一。后期在填埋中隨填埋量和高度建設完成。</p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="225"><p style="text-align:center"><span style=";font-family:宋體;color:black">否</span></p></td></tr><tr style=";height:25px"><td width="186" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="25"><p style="text-align:left;text-indent:28px;line-height:150%"><span style="font-size:14px;line-height:150%;color:windowtext">在攔洪壩下設置排洪管，</span><span style="font-size:14px;line-height:150%;color:windowtext">結合場(chǎng)址的自然地形，排洪管的走向為由西向東，上游的洪水經(jīng)過(guò)排洪管、消力池，在副壩二下游設置消力池一座，容積</span><span style="font-size:14px;line-height:150%;font-family:'Times New Roman','serif';color:windowtext">200m3</span><span style="font-size:14px;line-height:150%;color:windowtext">，上游洪水經(jīng)消能之后排向場(chǎng)址東側的山溝。</span></p><p style="text-align:center"><span style=";font-family:'Times New Roman','serif'"> </span></p></td><td width="161" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="25"><p style="text-align:center"><span style=";font-family:宋體">在攔洪壩下設置排洪管，實(shí)際結合現場(chǎng)實(shí)際考慮設置在攔洪壩的南側初期壩下，結合現場(chǎng)實(shí)際的自然地形，</span> <span style=";font-family:宋體">排洪管的走向為由北向南，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南測的山溝。將上游洪水順利排往下游上游的洪水經(jīng)過(guò)排洪管、消力池，在北初期壩下游設置消力池一座，容積</span><span style=";font-family:'Times New Roman','serif'">240m3</span><span style=";font-family:宋體">，上游洪水經(jīng)消能之后排向場(chǎng)址南側的山溝。</span></p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="25"><p style="text-align:center"><span style=";font-family:宋體;color:black">否</span></p></td></tr><tr style=";height:44px"><td width="186" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="44"><p style="text-align:left;text-indent:28px;line-height:150%"><span style="font-size:14px;line-height:150%;color:windowtext">在南側荒溝和北側荒溝出口處各設置洗車(chē)平臺一座，每個(gè)洗車(chē)平臺帶有容積</span><span style="font-size:14px;line-height:150%;font-family:'Times New Roman','serif';color:windowtext">30m3</span><span style="font-size:14px;line-height:150%;color:windowtext">的水池。運灰車(chē)輛沖洗廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p><p style="text-align:center"><span style=";font-family:'Times New Roman','serif'"> </span></p></td><td width="161" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="44"><p style="text-align:center"><span style=";font-family:宋體">本項目進(jìn)場(chǎng)道路只有南初期壩一條，故只在在南側初期壩入口處設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style=";font-family:'Times New Roman','serif'">30m3</span><span style=";font-family:宋體">收集池沉淀后循環(huán)使用。</span><span style=";font-family:宋體">不外排。</span></p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="44"><p style="text-align:center"><span style=";font-family:宋體;color:black">否</span></p></td></tr></tbody></table><p style="text-align:left;text-indent:17px;line-height:150%"><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext;letter-spacing:0"> </span></p><p style="text-align:left;text-indent:17px;line-height:150%"><span style=";line-height:150%;color:windowtext;letter-spacing:0">經(jīng)實(shí)地調查，本項目實(shí)際建成與環(huán)評變更不存在重大變動(dòng)。</span></p><p style="text-indent:28px"><img anchorname="_GoBack" class="anchorclass" src="/" _src=""> </p><p>?<br></p> </div><style>#jwpf-addon-1619666208176 #JZT_ADDON_LSGA_4D2L2F02N8_TXT .article-content p { margin-top: 0px; margin-bottom: 16px; }#jwpf-addon-1619666208176 #JZT_ADDON_LSGA_4D2L2F02N8_TXT .btnBox, #jwpf-addon-1619666208176 #JZT_ADDON_LSGA_4D2L2F02N8_TXT .btnBoxt { display: flex; justify-content: space-between; padding: 20px; } 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id="JZT_ADDON_LSGA_4D2L2F02N8_TXT"> <h2 style="text-align:center">大同市昌榮投資有限公司陽(yáng)高縣王官屯鎮南唐窯村粉煤灰填溝造地項目（階段性）竣工環(huán)境保護驗收調查報告</h2> <hr /> <p style="text-align:right; display:block; padding-right:10px; color:#888888">編輯：2024-05-15 08:00:00</p> <div id="1lj5nhvbh" class="article-content" style="color:#555555;margin-top:15px"> <p style="text-align:center;line-height:150%"><br></p><p style="text-align:left;text-indent:32px"><span style="font-size:16px;font-family:'Times New Roman','serif'">2023 </span><span style="font-size:16px;font-family:宋體">年</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 4 </span><span style="font-size:16px;font-family:宋體">月</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 12 </span><span style="font-size:16px;font-family:宋體">日，陽(yáng)高縣行政審批服務(wù)管理局對本項目進(jìn)行了備案，項目代碼為：</span><span style="font-size: 16px;font-family:'Times New Roman','serif'">2304-140221-89-05-229822</span><span style="font-size:16px;font-family:宋體">。建設地點(diǎn)位于陽(yáng)高縣王官屯鎮南唐窯村西北側約</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 370m</span><span style="font-size:16px;font-family:宋體">。本項目總投資</span><span style="font-size:16px;font-family:'Times New Roman','serif'">9603</span><span style="font-size:16px;font-family:宋體">萬(wàn)元，勞動(dòng)定員</span><span style="font-size: 16px;font-family:'Times New Roman','serif'">20</span><span style="font-size:16px;font-family: 宋體">人，本項目項目占地約</span><span style="font-size:16px;font-family:'Times New Roman','serif'">240500m<sup>2</sup></span><span style="font-size:16px;font-family:宋體">（其中填埋場(chǎng)占地面積</span><span style="font-size: 16px;font-family:'Times New Roman','serif'"> 199062m<sup>2</sup></span><span style="font-size: 16px;font-family:宋體">，道路占地面積</span><span style="font-size:16px;font-family:'Times New Roman','serif'">41438m<sup>2</sup></span><span style="font-size:16px;font-family:宋體">），灰渣填埋量約</span><span style="font-size: 16px;font-family:'Times New Roman','serif'">120</span><span style="font-size:16px;font-family: 宋體">萬(wàn)</span><span style="font-size:16px;font-family:'Times New Roman','serif'">m<sup>3</sup></span><span style="font-size:16px;font-family:宋體">。填溝后可以實(shí)現造地面積約</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 72000m<sup>2</sup></span><span style="font-size: 16px;font-family:宋體">，綠化面積約</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 62000m<sup>2</sup></span><span style="font-size:16px;font-family:宋體">。根據項目土地復墾方案，本項目實(shí)際復墾土地面積為</span><span style="font-size:16px;font-family:'Times New Roman','serif'">17.3145hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">，復墾后耕地</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 5.9134hm<sup>2</sup></span><span style="font-size:16px;font-family: 宋體">，喬木林地</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 0.4273hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">，灌木林地</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 9.4046hm<sup>2</sup></span><span style="font-size:16px;font-family: 宋體">，溝渠</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 0.2047hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">，水工建筑用地</span><span style="font-size: 16px;font-family:'Times New Roman','serif'"> 0.9738hm<sup>2</sup></span><span style="font-size: 16px;font-family:宋體">，田坎</span><span style="font-size:16px;font-family:'Times New Roman','serif'"> 0.3907hm<sup>2</sup></span><span style="font-size:16px;font-family:宋體">。設計約</span><span style="font-size:16px;font-family:'Times New Roman','serif'">2.2 </span><span style="font-size:16px;font-family:宋體">年完成。</span><span style="font-size:16px;font-family:'Times New Roman','serif'">2023</span><span style="font-size:16px;font-family:宋體">年</span><span style="font-size:16px;font-family:'Times New Roman','serif'">10</span><span style="font-size:16px;font-family:宋體">月由山西藍之源環(huán)?？萍加邢薰揪幹仆瓿伞蛾?yáng)高縣王官屯鎮南唐窯村粉煤灰填溝造地項目環(huán)境影響報告書(shū)》，</span><span style="font-size:16px;font-family:'Times New Roman','serif'">2023</span><span style="font-size:16px;font-family:宋體">年</span><span style="font-size:16px;font-family:'Times New Roman','serif'">10</span><span style="font-size:16px;font-family:宋體">月</span><span style="font-size:16px;font-family:'Times New Roman','serif'">24</span><span style="font-size:16px;font-family:宋體">日，大同市生態(tài)環(huán)境局以同環(huán)函（服務(wù)）</span><span style="font-size:16px;font-family:'Times New Roman','serif'">[2023]67</span><span style="font-size:16px;font-family:宋體">號文對本項目進(jìn)行了環(huán)評批復。</span><span style="font-size:16px;font-family:宋體">本次對項目進(jìn)行階段性驗收，驗收范圍包括：粉煤灰的綜合治理工程，項目場(chǎng)地平整工程、擋灰墻工程、初期排水工程（包括初期排水溝、排水涵管、排水豎井、集水池）、初期邊坡防護工程，及配套運灰道路工程。本次驗收的工程內容已建成，項目已具備粉煤灰綜合治理條件，本次驗收不包括項目后期運營(yíng)過(guò)程中涉及的環(huán)境污染防護措施及生態(tài)恢復治理措施。項目在期滿(mǎn)封場(chǎng)后將進(jìn)行綜合治理成果驗收，屆時(shí)將對后期運營(yíng)各項環(huán)境污染防護措施及生態(tài)恢復治理措施等內容進(jìn)行驗收。</span></p><p style="text-align:center"><strong><span style=";font-family:宋體;letter-spacing:0">表</span></strong><strong><span style=";font-family:'Times New Roman','serif';letter-spacing:0">3-2-2 </span></strong><strong><span style=";font-family:仿宋">項目環(huán)評時(shí)的內容及目前實(shí)際建設進(jìn)度表</span></strong></p><table cellspacing="0" cellpadding="0"><tbody><tr class="firstRow"><td width="5" style="border-width: 2px 1px 1px 2px; border-color: windowtext; border-style: solid; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">工程名稱(chēng)</span></strong></p></td><td width="7" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">工程內容</span></strong></p></td><td width="337" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">環(huán)評建設內容</span></strong></p></td><td width="300" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><strong><span style="font-family:宋體">實(shí)際建設內容</span></strong></p></td></tr><tr><td width="5" rowspan="9" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">基</span></p><p style="text-align:center;line-height:16px"><span style="font-family:宋體">礎</span></p><p style="text-align:center;line-height:16px"><span style="font-family:宋體">工</span></p><p style="text-align:center;line-height:16px"><span style="font-family:宋體">程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">初期壩</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">在場(chǎng)址內建造兩座初期壩，作為初期運行時(shí)的擋灰壩，以利于灰渣排水固結和穩定灰渣壩的坡腳等多功能作用。溝內石料充足，初期壩均采用堆石壩。北初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 60m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 14m </span><span style="font-family:宋體">，北初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 8m</span><span style="font-family:宋體">，南初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，現建設</span><span style="font-family:宋體">北初期壩，壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 60m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 14m </span><span style="font-family:宋體">，北初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-family: 'Times New Roman','serif'">100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 8m</span><span style="font-family:宋體">，南初期壩壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">隔離壩</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">在場(chǎng)址內設置了兩座隔離壩，兩座隔離壩均位于場(chǎng)址的東北側。溝內石料充足，隔離壩均采用堆石壩。隔離壩一的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'"> 15m</span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 4m </span><span style="font-family:宋體">，隔離壩一的壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2</span><span style="font-family:宋體">；隔離壩二的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'">100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 20m </span><span style="font-family:宋體">，隔離壩二壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2 </span><span style="font-family:宋體">。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，實(shí)際建設</span><span style="font-family:宋體">隔離壩二的軸線(xiàn)長(cháng)約</span><span style="font-family:'Times New Roman','serif'">100m </span><span style="font-family:宋體">，壩高約</span><span style="font-family:'Times New Roman','serif'"> 20m </span><span style="font-family:宋體">，隔離壩二壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-family:宋體">，上、下游邊坡均為</span><span style="font-family:'Times New Roman','serif'"> 1 </span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">2 </span><span style="font-family:宋體">，</span><span style="font-family:宋體">未建設</span><span style="font-family:宋體">隔離壩一</span><span style="font-family:宋體">，</span><span style="font-family: 宋體">本項目是堆場(chǎng)投運以后</span><span style="font-family:宋體">，填埋期中建設</span><span style="font-family: 宋體">隔離壩一</span><span style="font-family: 宋體">。</span></p></td></tr><tr style=";height:6px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="6"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">后期子壩</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="6"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">后期子壩均采用碾壓粉煤灰填筑子壩，共有四級子壩，</span> <span style="font-family:宋體">各級子壩壩高均為</span><span style="font-family:'Times New Roman','serif'">10m</span><span style="font-family:宋體">，子壩頂寬</span><span style="font-family:'Times New Roman','serif'"> 10m</span><span style="font-family:宋體">。下游壩面坡度為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">4</span><span style="font-family:宋體">，上游壩面坡度為</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">3.5</span><span style="font-family:宋體">，各級子壩下游壩面覆土</span><span style="font-family:'Times New Roman','serif'"> 0.5m </span><span style="font-family:宋體">后采用漿砌石框格護面，格內覆土并植草護面。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="6"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，實(shí)際未建設</span><span style="font-family:宋體">后期子壩。填埋中期隨填埋量和高度建設。</span></p></td></tr><tr style=";height:34px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="34"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">截洪溝</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="34"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">漿砌石石材，</span><span style="font-family:'Times New Roman','serif'">M10 </span><span style="font-family:宋體">水泥砂漿砌筑，</span><span style="font-family:'Times New Roman','serif'">M7.5 </span><span style="font-family:宋體">水泥砂漿勾縫，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span><span style="font-family:宋體">。截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="34"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">漿砌石石材，</span><span style="font-family:'Times New Roman','serif'">M10 </span><span style="font-family:宋體">水泥砂漿砌筑，</span><span style="font-family:'Times New Roman','serif'">M7.5 </span><span style="font-family:宋體">水泥砂漿勾縫，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span><span style="font-family:宋體">。</span></p></td></tr><tr style=";height:35px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="35"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">馬道排水溝</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="35"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">馬道截洪溝溝頂寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝底寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝深</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝底坡度為</span><span style="font-family:'Times New Roman','serif'"> 0.003</span><span style="font-family:宋體">。截水溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">片石，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="35"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，現建設初期壩</span><span style="font-family:宋體">馬道排水溝</span><span style="font-family:宋體">溝頂寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝底寬</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">，溝深</span><span style="font-family:'Times New Roman','serif'"> 0.3m</span><span style="font-family:宋體">。截水溝采用</span><span style="font-family:'Times New Roman','serif'"> M7.5 </span><span style="font-family:宋體">水泥砂漿砌</span><span style="font-family:'Times New Roman','serif'"> MU30 </span><span style="font-family:宋體">片石，底部采用</span><span style="font-family:'Times New Roman','serif'"> C15 </span><span style="font-family:宋體">混凝土墊層，壁厚</span><span style="font-family:'Times New Roman','serif'">400mm</span><span style="font-family:宋體">，后期隨填埋量建設后期子壩馬道排水。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">攔洪壩和</span></p><p style="line-height:16px"><span style="font-family:宋體">排洪管</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在場(chǎng)址上游構筑攔洪壩，攔洪壩的壩頂標高為</span><span style="font-family:'Times New Roman','serif'"> 1218.0m </span><span style="font-family:宋體">。對上游面進(jìn)行削坡放緩、碾壓密實(shí)加固同時(shí)對上游壩面及坡腳進(jìn)行防護，上游壩面采用漿砌石防護，上游坡腳采用鉛絲石籠進(jìn)行防護。在壩下設置排洪管，將上游洪水順利排往下游，壩下排洪管的管徑為</span><span style="font-family:'Times New Roman','serif'"> 1.4m</span><span style="font-family:宋體">，長(cháng)度約</span><span style="font-family:'Times New Roman','serif'"> 350m </span><span style="font-family:宋體">，結合自然地形考慮設置在攔洪壩的東側壩下，結合場(chǎng)址的自然地形，</span> <span style="font-family:宋體">排洪管的走向為由西向東，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址東側的山溝。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">在場(chǎng)址上游構筑攔洪壩，攔洪壩的壩頂標高為</span><span style="font-family:'Times New Roman','serif'"> 1218.0m </span><span style="font-family:宋體">。在壩下設置排洪管，將上游洪水順利排往下游，壩下排洪管的管徑為</span><span style="font-family:'Times New Roman','serif'"> 1.4m</span><span style="font-family:宋體">，長(cháng)度約</span><span style="font-family:'Times New Roman','serif'">550m</span><span style="font-family:宋體">，實(shí)際結合現場(chǎng)實(shí)際考慮設置在攔洪壩的南側初期壩下，結合現場(chǎng)實(shí)際的自然地形，</span> <span style="font-family:宋體">排洪管的走向為由北向南，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南測的山溝。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">消力池</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在副壩二下游建設消力池一座，消力池容積</span><span style="font-family:'Times New Roman','serif'"> 200m3</span><span style="font-family:宋體">，鋼筋混凝土結構，斷面尺寸確定為：</span><span style="font-family:'Times New Roman','serif'">10m×5m×4m</span><span style="font-family:宋體">（長(cháng)</span><span style="font-family:'Times New Roman','serif'">×</span><span style="font-family:宋體">寬</span><span style="font-family:'Times New Roman','serif'">×</span><span style="font-family:宋體">深）。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">結合現場(chǎng)情況在北初期壩下游建設消力池一座，消力池容積</span><span style="font-family:'Times New Roman','serif'"> 240m<sup>3</sup></span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">邊坡防護</span></p><p style="line-height:16px"><span style="font-family:宋體">工程</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填充體每堆高</span><span style="font-family:'Times New Roman','serif'"> 10m </span><span style="font-family:宋體">設置</span><span style="font-family:'Times New Roman','serif'"> 3m </span><span style="font-family:宋體">寬的馬道，邊坡坡比</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">3.0</span><span style="font-family:宋體">，坡面覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，邊坡防護型式采用灌草結合的方式進(jìn)行防護。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，</span><span style="font-family:宋體">邊坡防護工程</span><span style="font-family:宋體">按照填埋中期隨填埋量和高度建設</span><span style="font-family:宋體">。</span><span style="font-family:宋體">邊坡防護型式采用灌草結合的方式進(jìn)行防護。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="line-height:16px"><span style="font-family:宋體">防滲</span></p><p style="line-height:16px"><span style="font-family:宋體">工程</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">本項目庫底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-family:宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-family:宋體">作為保護層。</span> <span style="font-family:宋體">場(chǎng)址庫區底部防滲膜上部設置排滲系統，用于排出灰渣底部的滲水。排滲系統由初期壩上游的排滲盲溝、排滲管和下游的集滲池組成。滲水通過(guò)排滲盲溝、排滲管進(jìn)入下游集滲池，集滲池內滲水用泵抽回場(chǎng)內用于噴灑，不外排。排滲盲溝采用直徑為</span><span style="font-family:'Times New Roman','serif'"> 150mm </span><span style="font-family:宋體">的塑料盲管，四周為反濾層及土工布。排滲盲管下游端、穿初期壩位置處與內徑為</span><span style="font-family:'Times New Roman','serif'"> 150mm </span><span style="font-family:宋體">滲濾液導排管相接，采用鋼骨架塑料復合管。在南北兩個(gè)初期壩及副壩二下游各布置集滲池</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">座，共</span><span style="font-family:'Times New Roman','serif'"> 3 </span><span style="font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-family:'Times New Roman','serif'">100m<sup>3</sup></span><span style="font-family:宋體">。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">庫底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-family:宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-family:宋體">作為保護層。場(chǎng)址庫區底部防滲膜上部設置排滲系統，用于排出灰渣底部的滲水，在南北兩個(gè)初期壩及副壩二下游各布置集滲池</span><span style="font-family:'Times New Roman','serif'">1</span><span style="font-family:宋體">座，共</span><span style="font-family:'Times New Roman','serif'">3</span><span style="font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-family:'Times New Roman','serif'">125m<sup>3</sup></span></p></td></tr><tr><td width="13" colspan="2" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">填充工程</span></p><p style="text-align:left;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填溝造地采用邊作業(yè)邊封頂的方式，從初期壩開(kāi)始堆放，運輸車(chē)輛在指定位置卸料后，由推土機由南向北、由低到高沿平整后的溝底鋪設，并分層碾壓。當達到高度后要及時(shí)采取表面密封措施。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致。</span><span style="font-family: 宋體">從初期壩開(kāi)始堆放，運輸車(chē)輛在指定位置卸料后，由推土機由南向北、由低到高沿平整后的溝底鋪設，并分層碾壓。當達到高度后要及時(shí)采取表面密封措施。</span></p></td></tr><tr><td width="13" colspan="2" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">邊坡防護及覆土造地及造林</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">覆土工程：馬道和平臺覆土前應先粉煤灰整平、碾壓（或機械夯實(shí)），然后覆</span><span style="font-family:'Times New Roman','serif'"> 20cm </span><span style="font-family:宋體">厚粘性土，土料的含水量要求在</span><span style="font-family:'Times New Roman','serif'"> 16%~20%</span><span style="font-family:宋體">范圍，若含水量不夠時(shí)應在土料場(chǎng)灑水拌勻，覆土后應進(jìn)行碾壓（或機械夯實(shí)），要求干容重不低于</span><span style="font-family:'Times New Roman','serif'"> 1.55t/m3</span><span style="font-family:宋體">，之后再覆土至設計厚度，土料盡量選輕壤土、中壤土或沙質(zhì)粘土，用推土機推平，不得含有大的物體塊、植物根及其他雜物等。堆巖坡面覆土要求分層壓實(shí)，壓實(shí)度不小于</span><span style="font-family:'Times New Roman','serif'"> 0.9</span><span style="font-family:宋體">。</span></p><p style="text-align:left;line-height:16px"><span style="font-family:宋體">對于采取植物措施的馬道、平臺和坡面需要進(jìn)行覆蓋黃土，填充體坡面形成后在坡面覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，形成平臺后在頂部覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，先鋪設約</span><span style="font-family:'Times New Roman','serif'"> 0.5m </span><span style="font-family:宋體">厚的低肥效生土，然后再鋪設熟土壤</span><span style="font-family:'Times New Roman','serif'"> 0.5m</span><span style="font-family:宋體">，以滿(mǎn)足種植植物的用地要求。邊坡防護：填充體每堆高</span><span style="font-family:'Times New Roman','serif'"> 10m </span><span style="font-family:宋體">設置</span><span style="font-family:'Times New Roman','serif'"> 3m </span><span style="font-family:宋體">寬的馬道，邊坡坡比</span><span style="font-family:'Times New Roman','serif'"> 1</span><span style="font-family:宋體">：</span><span style="font-family:'Times New Roman','serif'">3.0</span><span style="font-family:宋體">，坡面覆土</span><span style="font-family:'Times New Roman','serif'"> 1.0m</span><span style="font-family:宋體">，邊坡防護型式采用灌草結合的方式進(jìn)行防護。造地工程：覆土后進(jìn)行土地復墾，應保證平臺平整，無(wú)大的起伏，由中間向兩側岸邊截洪溝成</span><span style="font-family:'Times New Roman','serif'"> 2%</span><span style="font-family:宋體">的坡降，保證雨水可順利排至周邊截洪溝。邊坡復墾為灌木林地，馬道復墾為喬木林地，頂部平臺復墾為耕地。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，未進(jìn)行封場(chǎng)</span><span style="font-family:宋體">覆土工程</span><span style="font-family:宋體">。</span><span style="font-family: 宋體">造地工程</span><span style="font-family: 宋體">。</span></p></td></tr><tr><td width="5" rowspan="4" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">公輔工程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">取土</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">項目不設取土場(chǎng)，填埋場(chǎng)覆土首先利用場(chǎng)內表土，不足部分再外購黃土用于表層復墾。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，未進(jìn)行</span><span style="font-family:宋體">填埋場(chǎng)覆土，后期填埋場(chǎng)覆土首先利用場(chǎng)內表土，不足部分再外購黃土用于表層復墾。項目不設取土場(chǎng)</span></p></td></tr><tr style=";height:53px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="53"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">洗車(chē)平臺</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="53"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在南側初期壩和北側初期壩入口處各設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style="font-family:'Times New Roman','serif'"> 30m<sup>3</sup></span><span style="font-family:宋體">收集池沉淀后循環(huán)使用。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="53"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">進(jìn)場(chǎng)道路只有南初期壩一條，</span><span style="font-family:宋體">故只在</span><span style="font-family: 宋體">在南側初期壩入口處設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style="font-family:'Times New Roman','serif'">30m<sup>3</sup></span><span style="font-family:宋體">收集池沉淀后循環(huán)使用。</span></p></td></tr><tr style=";height:179px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="179"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">運輸道路</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="179"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">場(chǎng)外運輸道路全長(cháng)為</span><span style="font-family:'Times New Roman','serif'"> 9km</span><span style="font-family:宋體">，擬選運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用</span><span style="font-family:'Times New Roman','serif'"> S301 </span><span style="font-family:宋體">省道（長(cháng)度約</span><span style="font-family:'Times New Roman','serif'"> 3km</span><span style="font-family:宋體">）→新建運輸道路</span><span style="font-family:'Times New Roman','serif'">(</span><span style="font-family:宋體">長(cháng)度</span><span style="font-family:'Times New Roman','serif'"> 6km</span><span style="font-family:宋體">）→場(chǎng)址。</span></p><p style="text-align:left;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="179"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">場(chǎng)外運輸道路全長(cháng)為</span><span style="font-family:'Times New Roman','serif'"> 9km</span><span style="font-family:宋體">，擬選運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用</span><span style="font-family:'Times New Roman','serif'"> S301 </span><span style="font-family:宋體">省道（長(cháng)度約</span><span style="font-family:'Times New Roman','serif'"> 3km</span><span style="font-family:宋體">）→新建運輸道路</span><span style="font-family:'Times New Roman','serif'">(</span><span style="font-family:宋體">長(cháng)度</span><span style="font-family:'Times New Roman','serif'"> 6km</span><span style="font-family:宋體">）→場(chǎng)址。</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">管理站</span></p><p style="text-align:center;line-height:16px"><span style="font-family:'Times New Roman','serif'"> </span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">管理站占地面積為</span><span style="font-family:'Times New Roman','serif'"> 300m<sup>2</sup></span><span style="font-family:宋體">，建筑面積</span><span style="font-family: 'Times New Roman','serif'"> 50 m2</span><span style="font-family:宋體">，設有辦公室、值班室，</span><span style="font-family:'Times New Roman','serif'">50m<sup>3 </sup></span><span style="font-family:宋體">水池一座。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">企業(yè)未建設管理站，在附近村中租用民房作為值班室。</span></p></td></tr><tr style=";height:36px"><td width="5" rowspan="3" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">公用工程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">供水</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填埋場(chǎng)的生活、生產(chǎn)水源由南唐窯村生活用水管道接引，接入管理站水箱（</span><span style="font-family:'Times New Roman','serif'">50m3</span><span style="font-family:宋體">的玻璃鋼水箱）供管理站內工作人員日常使用。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="36"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">企業(yè)未建設管理站，在附近村中租用民房作為值班室，值班室由南唐窯村生活用水管道接引，供管理站內工作人員日常使用。</span></p></td></tr><tr style=";height:38px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">供電</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">項目用電電源從南唐窯村通過(guò)線(xiàn)路引接，采用架空線(xiàn)引接至場(chǎng)址管理站的箱變，再由箱變引接至各個(gè)用電負荷。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-size: 13px;font-family:宋體;color:black">電源</span><span style="font-family:宋體">從南唐窯村通過(guò)線(xiàn)路引接，再由箱變引接至各個(gè)用電負荷。</span></p></td></tr><tr style=";height:38px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">供熱</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">管理站取暖采用電采暖。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="38"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，</span><span style="font-family: 宋體">管理站取暖采用電采暖。</span></p></td></tr><tr><td width="5" rowspan="4" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">環(huán)保工程</span></p></td><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">廢氣</span></p></td><td width="305" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">灰渣在電廠(chǎng)內調濕后出場(chǎng)，運灰車(chē)輛采用廂式運輸；灑水抑塵，避免大風(fēng)天氣作業(yè)；每天定期對作業(yè)面灑水降塵；填充一個(gè)區域后及時(shí)覆土，每造出一個(gè)平臺，及時(shí)進(jìn)行復墾；運灰車(chē)輛進(jìn)出廠(chǎng)進(jìn)行輪胎沖洗。</span></p></td><td width="294" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，灰渣在電廠(chǎng)內調濕后出場(chǎng)，運灰車(chē)輛采用廂式運輸；灑水抑塵，避免大風(fēng)天氣作業(yè)；每天定期對作業(yè)面灑水降塵；填充一個(gè)區域后及時(shí)覆土；運灰車(chē)輛進(jìn)出廠(chǎng)進(jìn)行輪胎沖洗。</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">廢水</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">在壩與山坡交界處壩肩及壩腳處均設置截洪溝，截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。在場(chǎng)址上游構筑攔洪壩，在壩下設置排洪管，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址東側的山溝；生活污水排入旱廁，定期由附近農民清掏外運，用于農田施肥；洗車(chē)平臺廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">與環(huán)評一致，在壩與山坡交界處壩肩及壩腳處均設置截洪溝，截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。在場(chǎng)址上游構筑攔洪壩，在壩下設置排洪管，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南側的山溝；生活污水排入旱廁，定期由附近農民清掏外運，用于農田施肥；洗車(chē)平臺廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p></td></tr><tr style=";height:14px"><td width="7" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="14"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">噪聲</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="14"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">限制車(chē)速，限制鳴笛；合理安排作業(yè)時(shí)間，夜間不作業(yè)，分塊回填。</span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="14"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">完成</span></p></td></tr><tr><td width="7" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">生態(tài)恢復</span></p></td><td width="40" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;"><p style="text-align:left;line-height:16px"><span style="font-family:宋體">填溝后可以實(shí)現綠化面積約</span><span style="font-family:'Times New Roman','serif'"> 9.83hm<sup>2</sup></span></p></td><td width="311" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;"><p style="text-align:center;line-height:16px"><span style="font-family:宋體">本項目為階段性驗收，后期完成</span></p></td></tr></tbody></table><p style="text-indent:32px;line-height:150%"><img anchorname="_Toc31438" class="anchorclass" src="/" _src=""><span style="font-size:16px;line-height:150%;font-family:宋體">大同市昌榮投資有限公司陽(yáng)高縣王官屯鎮南唐窯村粉煤灰填溝造地項目</span><span style="font-size:16px;line-height:150%;font-family:宋體">包括工程內容：粉煤灰、爐渣及少量脫硫石膏作為填充物對荒溝進(jìn)行土地復墾。</span></p><p style="text-indent:32px;line-height:150%"><img anchorname="_Toc20547" class="anchorclass" src="/" _src=""><strong><span style="font-size: 16px;line-height:150%;font-family:宋體">一、填溝造地工程</span></strong><span></span></p><p class="MsoListParagraph" style="text-align:left;text-indent:32px"><strong>1</strong><strong><span style="font-family: 宋體">、場(chǎng)地清理</span></strong></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">在進(jìn)行回填前，首先進(jìn)行場(chǎng)地清理，*樹(shù)根、雜草等附著(zhù)物。經(jīng)現場(chǎng)調查，項目所在地原為私挖濫采礦坑，庫底有少量松樹(shù)，因此清理庫底時(shí)需對此部分松樹(shù)進(jìn)行移植，待防滲地基做好后，分區進(jìn)行填埋。*對施工有影響、易刺穿土工膜的障礙物（如樹(shù)根等），清基厚度不小于</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 500mm</span><span style="font-size:16px;line-height:150%;font-family: 宋體">，場(chǎng)地清理表土用于回填場(chǎng)封場(chǎng)時(shí)覆土綠化，雜草、樹(shù)根清理后，將地表到耕地層約</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">0.5m </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚表土土壤單獨剝離，并分區專(zhuān)門(mén)堆置保存，以備日后生態(tài)恢復時(shí)使用，隨后進(jìn)行場(chǎng)地整平，夯實(shí)地基。土堆高度不宜超過(guò)</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 5</span><span style="font-size:16px;line-height:150%;font-family: 宋體">～</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">10m</span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="text-indent:32px;line-height:150%;text-autospace:none"><strong>驗收調查：</strong>現已對全部廠(chǎng)區進(jìn)行清理，場(chǎng)地清理表土用于回填場(chǎng)封場(chǎng)時(shí)覆土綠化，雜草、樹(shù)根清理后，將地表到耕地層約<span style="font-family:'Times New Roman','serif'">0.5m </span>厚表土土壤單獨剝離，并分區專(zhuān)門(mén)堆置保存，以備日后生態(tài)恢復時(shí)使用，隨后進(jìn)行場(chǎng)地整平，夯實(shí)地基，與環(huán)評一致。沒(méi)有超挖。</p><p class="MsoListParagraph" style="text-align:left;text-indent:32px"><strong><span style="font-family:宋體">2</span></strong><strong><span style="font-family:宋體">、場(chǎng)地平整</span></strong></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">①</span><span style="font-size:16px;line-height:150%;font-family: 宋體">填埋場(chǎng)域底部原地形為不規則形，平整坡底，坡底清基平整后基本無(wú)植被，并用外購土進(jìn)行壓實(shí)以滿(mǎn)足填埋場(chǎng)承載力要求和鋪設土工膜的要求。</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">②</span><span style="font-size:16px;line-height:150%;font-family: 宋體">邊坡平整要求：邊坡在鋪設防滲膜之前，先對邊坡裸露松動(dòng)巖石進(jìn)行清理，然后對坡面進(jìn)行整平，*一切尖角雜物，欠坡回填夯實(shí)，負坡削坡挖平，為復合土工膜鋪設提供工作面。按照一定的設計標高及坡度進(jìn)行場(chǎng)地整平（溝底橫向坡度一般不小于</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 2%</span><span style="font-size:16px;line-height:150%;font-family: 宋體">，縱向坡度根據溝底縱坡及溝內地形，一般控制在</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 8%</span><span style="font-size:16px;line-height:150%;font-family: 宋體">以?xún)?；兩側邊溝一般應按保證坡體穩定）。其次應進(jìn)行壓實(shí)，涉及填挖方時(shí)，還應分層碾壓，壓實(shí)度不小于</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 93%</span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="text-indent:32px;line-height:150%"><strong>驗收調查：</strong>本項目已按環(huán)評要求進(jìn)行底部平整工程滿(mǎn)足填埋場(chǎng)承載力要求和鋪設土工膜的要求。按環(huán)評要求以對坡面進(jìn)行整平，*一切尖角雜物，欠坡回填夯實(shí)，負坡削坡挖平，為復合土工膜鋪設提供工作面。</p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">3</span></strong><strong><span style="font-size:16px;line-height:150%;font-family: 宋體">、防滲工程</span></strong></p><p style=";margin-bottom: 0;text-align:left;text-indent:32px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family: 宋體">本填埋場(chǎng)兩側部分邊坡坡度較大，當邊坡坡度大于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，需要先</span></p><p style=";margin-bottom: 0;text-align:left;text-indent:0;line-height:150%"><span style="font-size:16px;line-height:150%;font-family: 宋體">對邊坡進(jìn)行掛網(wǎng)噴漿，然后再鋪設高密度聚乙烯膜；當邊坡坡度小于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，直</span></p><p style=";margin-bottom: 0;text-align:left;text-indent:0;line-height:150%"><span style="font-size:16px;line-height:150%;font-family: 宋體">接在坡面上鋪設</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family:宋體">粘土襯層</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> +1.5mmHDPE </span><span style="font-size:16px;line-height:150%;font-family: 宋體">土工膜</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">+0.3m </span><span style="font-size:16px;line-height:150%;font-family:宋體">厚壓實(shí)黃土。本項目填埋場(chǎng)溝底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-size: 16px;line-height:150%;font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-size:16px;line-height:150%;font-family:宋體">作為保護層，整個(gè)防滲層的防滲*滿(mǎn)足《一般工業(yè)固體廢物貯存和填埋污染控制標準》（</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">GB18599-2020</span><span style="font-size:16px;line-height:150%;font-family:宋體">）中第</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 5.3.1 </span><span style="font-size:16px;line-height:150%;font-family: 宋體">條要求。場(chǎng)址庫區底部防滲膜上部設置排滲系統，用于排出灰渣底部的滲水。排滲系統由初期壩上游的排滲盲溝、排滲管和下游的集滲池組成。滲水通過(guò)排滲盲溝、排滲管進(jìn)入下游集滲池，集滲池內滲水用泵抽回場(chǎng)內用于噴灑，不外排。排滲盲溝采用直徑為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 150mm </span><span style="font-size:16px;line-height:150%;font-family:宋體">的塑料盲管，四周為反濾層及土工布。排滲盲管下游端、穿初期壩位置處與內徑為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 150mm </span><span style="font-size:16px;line-height:150%;font-family:宋體">滲濾液導排管相接，采用鋼骨架塑料復合管。在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 3 </span><span style="font-size:16px;line-height:150%;font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 100m3 </span><span style="font-size:16px;line-height:150%;font-family:宋體">。</span></p><p style=";margin-bottom: 0;text-align:left;text-indent:0;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">按環(huán)評要求</span><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">建設</span><span style="font-size:16px;line-height:150%;font-family: 宋體">當邊坡坡度大于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，先對邊坡進(jìn)行掛網(wǎng)噴漿，然后再鋪設高密度聚乙烯膜；當邊坡坡度小于</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 45°</span><span style="font-size:16px;line-height:150%;font-family:宋體">時(shí)，直接在坡面上鋪設</span><span style="font-size: 16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family: 宋體">粘土襯層</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> +1.5mmHDPE </span><span style="font-size:16px;line-height:150%;font-family:宋體">土工膜</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">+0.3m </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚壓實(shí)黃土。溝底防滲采用單人工復合襯層，將場(chǎng)址庫底清基后覆</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.75m </span><span style="font-size:16px;line-height:150%;font-family:宋體">的粘土襯層，平整后鋪</span><span style="font-size: 16px;line-height:150%;font-family:'Times New Roman','serif'"> 1.5mm </span><span style="font-size:16px;line-height:150%;font-family: 宋體">厚高密度聚乙烯膜，再覆土</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 0.3m </span><span style="font-size:16px;line-height:150%;font-family:宋體">作為保護層。在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共</span><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'"> 3 </span><span style="font-size:16px;line-height: 150%;font-family:宋體">座集滲池，采用鋼筋混凝土結構，每座集滲池容積為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 125m<sup>3 </sup></span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">4</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、初期壩及隔離壩</span></strong></p><p style="text-indent:31px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;color:black">環(huán)評要求：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">在場(chǎng)址內建造了兩座初期壩，作為初期運行時(shí)的擋灰壩，以利于灰渣排水固結和穩定灰渣壩的坡腳等多功能作用。溝內石料充足，初期壩均采用堆石壩。北初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">60m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">14m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，北初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1</span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">8m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，南初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡</span> <span style="font-size:16px;line-height:150%;font-family:宋體">均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">。為保證充分利用場(chǎng)址的自然地形，在場(chǎng)址內設置兩座隔離壩，兩座隔離壩均位于場(chǎng)址的東北側。溝內石料充足，隔離壩均采用堆石壩。隔離壩一的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">15m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">4m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，隔離壩一的壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">；隔離壩二的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">20m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，隔離壩二壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2 </span><span style="font-size:16px;line-height:150%;font-family:宋體">。隔離壩可與初期壩一并實(shí)施，也可在加筑子壩時(shí)再實(shí)施。</span></p><p style="text-indent:31px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">本項目已按環(huán)評要求</span><span style="font-size:16px;line-height:150%;font-family: 宋體">在場(chǎng)址內建造了兩座初期壩，作為初期運行時(shí)的擋灰壩，以利于灰渣排水固結和穩定灰渣壩的坡腳等多功能作用。溝內石料充足，初期壩均采用堆石壩。北初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 60m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 14m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，北初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1</span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">；南初期壩頂的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 100m </span><span style="font-size: 16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 8m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，南初期壩壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡</span> <span style="font-size:16px;line-height:150%;font-family:宋體">均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2</span><span style="font-size:16px;line-height:150%;font-family:宋體">，建設隔離壩二，離壩二的軸線(xiàn)長(cháng)約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，壩高約</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">20m </span><span style="font-size:16px;line-height:150%;font-family:宋體">，隔離壩二壩頂寬</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style="font-size:16px;line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style="font-size:16px;line-height:150%;font-family:宋體">：</span><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">2 </span><span style="font-size:16px;line-height:150%;font-family:宋體">。未建設隔離壩一。后期在填埋中隨填埋量和高度建設完成。</span></p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">5</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、后期子壩排洪系統</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style="font-size: 16px;line-height:150%;font-family:宋體;letter-spacing:0">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing: 0">后期子壩均采用碾壓粉煤灰填筑子壩，共有四級子壩，各級子壩壩高均為10m，子壩頂寬 10m。下游壩面坡度為 1：4，上游壩面坡度為 1：3.5，各級子壩下游壩面覆土 0.5m 后采用漿砌石框格護面，格內覆土并植草護面。子壩與山坡交界處壩肩及壩腳處均設置截洪溝，壩面設置漿砌石臺階。</span></p><p style="text-indent:33px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing:0">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體">本項目為階段性驗收，未建設后期子壩。后期在填埋中隨填埋量和高度建設完成</span><span style="font-size:16px;line-height:150%;font-family: 宋體">。</span></p><p style="margin-left:28px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:'Times New Roman','serif'">6</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、排洪系統覆土、邊坡防護和造地工程</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">1</span><span style=";color:windowtext;letter-spacing:0">）攔洪壩及排洪管：場(chǎng)址上游構筑攔洪壩體，攔洪壩的壩頂標高為 1218.0m 。需要對上游面進(jìn)行削坡放緩、碾壓密實(shí)加固，上游坡面削坡后的坡度不陡于 1：2.5，確保上游壩坡的穩定性，同時(shí)對上游壩面及坡腳進(jìn)行防護，上游壩面采用漿砌石防護，上游坡腳采用鉛絲石籠進(jìn)行防護在攔洪壩下設置排洪管，將上游洪水順利排往下游，壩下排洪管的管徑為1.4m，長(cháng)度約 350m ，結合自然地形考慮設置在攔洪壩的東側壩下，實(shí)施方案為挖開(kāi)敷設后分層回填。結合場(chǎng)址的自然地形，排洪管的走向為由西向東，上游的洪水經(jīng)過(guò)排洪管、消力池，在副壩二下游設置消力池一座，容積200m<sup>3</sup>，上游洪水經(jīng)消能之后排向場(chǎng)址東側的山溝。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext;letter-spacing:0">按環(huán)評要求建設，本項目場(chǎng)址上游構筑攔洪壩體，攔洪壩的壩頂標高為1218m，對上游壩面及坡腳進(jìn)行防護，上游壩面采用漿砌石防護，上游坡腳采用鉛絲石籠進(jìn)行防護。在攔洪壩下設置排洪管，實(shí)際結合現場(chǎng)實(shí)際考慮設置在攔洪壩的南側初期壩下，結合現場(chǎng)實(shí)際的自然地形，排洪管的走向為由北向南，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南測的山溝。將上游洪水順利排往下游上游的洪水經(jīng)過(guò)排洪管、消力池，在北初期壩下游設置消力池一座，容積240m<sup>3</sup><sup>，</sup>上游洪水經(jīng)消能之后排向場(chǎng)址南側的山溝。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family: 宋體;letter-spacing:0">環(huán)評：</span></strong><span style="font-size:16px;line-height:150%;font-family: 宋體;letter-spacing:0">（2）截洪溝：在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用 M7.5 泥砂漿砌 MU30 漿砌石石材，M10水泥砂漿砌筑，M7.5水泥砂漿勾縫，底部采用 C15混凝土墊層，壁厚400mm。截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝。</span></p><p style="text-align:left;line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing: 0">驗收調查：</span></strong><span style="font-size:16px;line-height:150%;font-family:宋體;letter-spacing:0">按環(huán)評要求在壩與山坡交界處壩肩及壩腳處均設置截洪溝。截洪溝采用 M7.5 泥砂漿砌 MU30 漿砌石石材，M10水泥砂漿砌筑，M7.5水泥砂漿勾縫，底部采用 C15混凝土墊層，壁厚400mm。截洪溝末端接入干砌石護坦，經(jīng)消能后排入自然沖溝</span><span style="font-size:16px;line-height:150%;font-family: 宋體;letter-spacing:0">。</span></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">7</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、覆土、邊坡防護和造地工程</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">1</span><span style=";color:windowtext;letter-spacing:0">）覆土工程：馬道和平臺覆土前應先將灰渣整平、碾壓（或機械夯實(shí)），然后覆20cm厚粘性土，土料的含水量要求在 16%~20%范圍，若含水量不夠時(shí)應在土料場(chǎng)灑水拌勻，覆土后應進(jìn)行碾壓（或機械夯實(shí)），要求干容重不低于 1.55t/m3，之后再覆土至設計厚度，土料盡量選輕壤土、中壤土或沙質(zhì)粘土，用推土機推平，不得含有大的物體塊、植物根及其他雜物等。堆巖坡面覆土要求分層壓實(shí)，壓實(shí)度不小于 0.9。對于采取植物措施的馬道、平臺和坡面需要進(jìn)行覆蓋黃土，填充體坡面形成后在坡面覆土1.0m，形成平臺后在頂部覆土1.0m，先鋪設約0.5m厚的低肥效生土，然后再鋪設熟土壤 0.5m，以滿(mǎn)足種植植物的用地要求。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext">本項目為階段性驗收，后期</span><span style=";color:windowtext">堆場(chǎng)投運以后進(jìn)行覆土。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">2</span><span style=";color:windowtext;letter-spacing:0">）邊坡防護</span><span style=";color:windowtext;letter-spacing:0">及造地工程</span><span style=";color:windowtext;letter-spacing:0">：填充體每堆高10m設置3m寬的馬道，邊坡坡比1：3.0，坡面覆土1.0m，邊坡防護型式采用灌草結合的方式進(jìn)行防護。覆土后進(jìn)行土地復墾，應保證平臺平整，無(wú)大的起伏，由中間向兩側岸邊截洪溝成 2%的坡降，保證雨水可順利排至周邊截洪溝。邊坡復墾為灌木林地，馬道復墾為喬木林地，頂部平臺復墾為耕地。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext;letter-spacing:0">按環(huán)評要求</span><span style=";color:windowtext;letter-spacing:0">邊坡防護型式采用灌草結合的方式進(jìn)行防護。</span><span style=";color:windowtext">本項目為階段性驗收，后期</span><span style=";color:windowtext">填充完成后進(jìn)行</span><span style=";color:windowtext;letter-spacing:0">復墾</span><span style=";color:windowtext">。</span></p><p style="line-height:150%"><strong><span style="font-size:16px;line-height:150%;font-family: 'Times New Roman','serif'">8</span></strong><strong><span style="font-size:16px;line-height:150%;font-family:宋體">、輔助工程</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">1</span><span style=";color:windowtext;letter-spacing:0">）取土場(chǎng)：本項目采用邊作業(yè)邊封頂的方式，坡面和平臺覆土首先來(lái)源于填埋場(chǎng)表層剝離土，剝離后的表土堆放于后期未填埋場(chǎng)，填埋場(chǎng)覆土首先利用場(chǎng)內表土，不足部分再由建設單位從眾和村購入，并運輸到現場(chǎng)，表土及購入土方能夠滿(mǎn)足坡面和平臺覆土用量。取土方式全部采用挖掘機取土，取土時(shí)要求從上到下就地取土，取土后盡量放緩邊坡，挖土后用挖掘機挖斗壓實(shí)，保證邊坡穩定性，對邊坡必須采取削坡、護坡支護等保護措施，確保工程質(zhì)量。表層土臨時(shí)堆放場(chǎng)所要進(jìn)行苫蓋防塵，運輸車(chē)輛進(jìn)行苫蓋，并對運輸道路進(jìn)行灑水抑塵，減少運輸過(guò)程中的粉塵排放。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";color:windowtext;letter-spacing:0">按環(huán)評要求</span><span style=";color:windowtext;letter-spacing:0">本項目采用邊作業(yè)邊封頂的方式，坡面和平臺覆土首先來(lái)源于填埋場(chǎng)表層剝離土，剝離后的表土堆放于后期未填埋場(chǎng)，</span><span style=";color:windowtext;letter-spacing:0">不設取土場(chǎng)</span><span style=";color:windowtext">。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";color:windowtext;letter-spacing:0">2</span><span style=";color:windowtext;letter-spacing:0">）</span><span style=";color:windowtext;letter-spacing:0">運輸道路</span><span style=";color:windowtext;letter-spacing:0">：場(chǎng)址外運輸道路即電廠(chǎng)至場(chǎng)址邊界的運輸道路，灰渣及少量脫硫石膏將通過(guò)該運輸道路輸送至場(chǎng)址。場(chǎng)外運輸道路全長(cháng)為 9km，擬選運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用S301 省道 (長(cháng)度約 3km)→新建運輸道路(長(cháng)度 6km)→場(chǎng)址。S301 國道可以滿(mǎn)足正?；以\輸要求，可利用長(cháng)度為 3km。場(chǎng)址內運輸道路即場(chǎng)址邊界至場(chǎng)址溝底的運輸道路，場(chǎng)址場(chǎng)內運輸道路總長(cháng)約為 1000m，道路等級為四級廠(chǎng)外道路，采用泥結碎石路面，路面寬為 6m，道路做法從上到下依次為：40mm 磨耗層、200mm 泥結碎礫石面層、150 碎礫石基層、200mm水泥石灰土。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";line-height:150%;color:windowtext">按環(huán)評要求</span><span style=";line-height:150%;color:windowtext">本項目場(chǎng)址外運輸道路即電廠(chǎng)至場(chǎng)址邊界的運輸道路場(chǎng)外運輸道路全長(cháng)為</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 9km</span><span style=";line-height:150%;color:windowtext">，運輸路線(xiàn)為：陽(yáng)高電廠(chǎng)→利用</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">S301 </span><span style=";line-height:150%;color:windowtext">省道</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> (</span><span style=";line-height:150%;color:windowtext">長(cháng)度約</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 3km)</span><span style=";line-height:150%;color:windowtext">→新建運輸道路</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">(</span><span style=";line-height:150%;color:windowtext">長(cháng)度</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 6km)</span><span style=";line-height:150%;color:windowtext">→場(chǎng)址。場(chǎng)址場(chǎng)內運輸道路總長(cháng)約為</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 1000m</span><span style=";line-height:150%;color:windowtext">，道路等級為四級廠(chǎng)外道路，采用泥結碎石路面，路面寬為</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext"> 6m</span><span style=";line-height:150%;color:windowtext">，道路做法從上到下依次為：</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">40mm </span><span style=";line-height:150%;color:windowtext">磨耗層、</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">200mm </span><span style=";line-height:150%;color:windowtext">泥結碎礫石面層、</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">150 </span><span style=";line-height:150%;color:windowtext">碎礫石基層、</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">200mm</span><span style=";line-height:150%;color:windowtext">水泥石灰土。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">環(huán)評：</span></strong><span style=";color:windowtext;letter-spacing:0">（</span><span style=";line-height: 150%;font-family:'Times New Roman','serif';color:windowtext">2</span><span style=";line-height:150%;color:windowtext">）</span><span style=";line-height:150%;color:windowtext">洗車(chē)平臺</span><span style=";line-height:150%;color:windowtext">：洗車(chē)平臺設置在填溝造地區出口處附近，配套設置</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">30m3</span><span style=";line-height:150%;color:windowtext">的沉淀池及運灰車(chē)輛沖洗廢水循環(huán)利用系統。在南側荒溝和北側荒溝出口處各設置洗車(chē)平臺一座，每個(gè)洗車(chē)平臺帶有容積</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext">30m<sup>3</sup></span><span style=";line-height:150%;color:windowtext">的水池。運灰車(chē)輛沖洗廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p><p style="text-align:left;text-indent:34px;line-height:150%"><strong><span style=";color:windowtext;letter-spacing:0">驗收調查：</span></strong><span style=";line-height:150%;color:windowtext">本項目進(jìn)場(chǎng)道路只有南初期壩一條，故只在在南側初期壩入口處設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style=";color:windowtext;letter-spacing:0">30m<sup>3</sup></span><span style=";color:windowtext;letter-spacing:0">收</span><span style=";line-height:150%;color:windowtext">集池沉淀后循環(huán)使用。</span><span style=";line-height:150%;color:windowtext">不外排。</span></p><p style="text-align:left;text-indent:37px;line-height:150%"><strong><span style="font-size:19px;line-height:150%;font-family: 'Times New Roman','serif'">3.2.5 </span></strong><strong><span style="font-size:19px;line-height:150%">工程主要變更情況</span></strong></p><p style="text-align:left;text-indent:34px;line-height:150%"><span style=";line-height:150%;color:windowtext;letter-spacing:0">根據《環(huán)境影響評價(jià)法》、《建設項目環(huán)境保護管理條例》及生態(tài)環(huán)境部“關(guān)于印發(fā)污染影響類(lèi)建設項目重大變動(dòng)清單（試行）的通知”（環(huán)辦環(huán)評函【</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext;letter-spacing:0">2020</span><span style=";line-height:150%;color:windowtext;letter-spacing:0">】</span><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext;letter-spacing:0">688</span><span style=";line-height:150%;color:windowtext;letter-spacing:0">號），建設項目的性質(zhì)、規模、地點(diǎn)、生產(chǎn)工藝和環(huán)境保護措施五個(gè)因素中的一項或者一項以上發(fā)生重大變動(dòng)，且可能導致環(huán)境影響顯著(zhù)變化（特別是不利環(huán)境影響加重的），界定為重大變動(dòng)。</span></p><table cellspacing="0" cellpadding="0"><tbody><tr style=";height:25px" class="firstRow"><td width="170" style="border-width: 2px 1px 1px 2px; border-color: windowtext; border-style: solid; padding: 0px 7px;" height="22"><p style="text-align:center"><span style=";font-family:宋體">環(huán)評防治措施</span></p></td><td width="165" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="22"><p style="text-align:center"><span style=";font-family:宋體">實(shí)際建設情況</span></p></td><td width="182" style="border-top: 2px solid windowtext; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="22"><p style="text-align:center"><span style=";font-family:宋體">是否為重大變更</span></p></td></tr><tr style=";height:39px"><td width="190" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="39"><p style="text-align:center">在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共<span style=";font-family:'Times New Roman','serif'"> 3 </span>座集滲池，采用鋼筋混凝土結構，每座集滲池容積為<span style=";font-family:'Times New Roman','serif'"> 100m3 </span>。</p></td><td width="165" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="39"><p style="text-align:center">在南、北兩個(gè)初期壩及副壩二下游各設集滲池一座，共<span style=";font-family:'Times New Roman','serif'"> 3 </span>座集滲池，采用鋼筋混凝土結構，每座集滲池容積為<span style=";font-family:'Times New Roman','serif'"> 125m<sup>3 </sup></span>。</p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="39"><p style="text-align:center"><span style=";color:black">否</span></p></td></tr><tr style=";height:225px"><td width="186" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="225"><p style="text-indent:27px;line-height:150%"><span style=";line-height:150%;font-family:宋體">在場(chǎng)址內設置兩座隔離壩，兩座隔離壩均位于場(chǎng)址的東北側。溝內石料充足，隔離壩均采用堆石壩。隔離壩一的軸線(xiàn)長(cháng)約</span><span style=";line-height:150%;font-family: 'Times New Roman','serif'">15m</span><span style=";line-height:150%;font-family:宋體">，壩高約</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">4m </span><span style=";line-height:150%;font-family:宋體">，隔離壩一的壩頂寬</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">6.0m</span><span style=";line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style=";line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style=";line-height:150%;font-family:宋體">：</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">2</span><span style=";line-height:150%;font-family:宋體">；隔離壩二的軸線(xiàn)長(cháng)約</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">100m </span><span style=";line-height:150%;font-family:宋體">，壩高約</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">20m </span><span style=";line-height:150%;font-family:宋體">，隔離壩二壩頂寬</span><span style=";line-height:150%;font-family:'Times New Roman','serif'"> 6.0m</span><span style=";line-height:150%;font-family:宋體">，上、下游邊坡均為</span><span style=";line-height:150%;font-family:'Times New Roman','serif'"> 1 </span><span style=";line-height:150%;font-family:宋體">：</span><span style=";line-height:150%;font-family:'Times New Roman','serif'">2 </span><span style=";line-height:150%;font-family:宋體">。隔離壩可與初期壩一并實(shí)施，也可在加筑子壩時(shí)再實(shí)施。</span></p><p style="text-align:center"><span style=";font-family:'Times New Roman','serif'"> </span></p></td><td width="161" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="225"><p style="text-align:center">已建設隔離壩二，離壩二的軸線(xiàn)長(cháng)約<span style=";font-family:'Times New Roman','serif'">100m </span>，壩高約<span style=";font-family:'Times New Roman','serif'">20m </span>，隔離壩二壩頂寬<span style=";font-family:'Times New Roman','serif'">6.0m</span>，上、下游邊坡均為<span style=";font-family:'Times New Roman','serif'"> 1 </span>：<span style=";font-family:'Times New Roman','serif'">2 </span>。未建設隔離壩一。后期在填埋中隨填埋量和高度建設完成。</p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="225"><p style="text-align:center"><span style=";font-family:宋體;color:black">否</span></p></td></tr><tr style=";height:25px"><td width="186" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="25"><p style="text-align:left;text-indent:28px;line-height:150%"><span style="font-size:14px;line-height:150%;color:windowtext">在攔洪壩下設置排洪管，</span><span style="font-size:14px;line-height:150%;color:windowtext">結合場(chǎng)址的自然地形，排洪管的走向為由西向東，上游的洪水經(jīng)過(guò)排洪管、消力池，在副壩二下游設置消力池一座，容積</span><span style="font-size:14px;line-height:150%;font-family:'Times New Roman','serif';color:windowtext">200m3</span><span style="font-size:14px;line-height:150%;color:windowtext">，上游洪水經(jīng)消能之后排向場(chǎng)址東側的山溝。</span></p><p style="text-align:center"><span style=";font-family:'Times New Roman','serif'"> </span></p></td><td width="161" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="25"><p style="text-align:center"><span style=";font-family:宋體">在攔洪壩下設置排洪管，實(shí)際結合現場(chǎng)實(shí)際考慮設置在攔洪壩的南側初期壩下，結合現場(chǎng)實(shí)際的自然地形，</span> <span style=";font-family:宋體">排洪管的走向為由北向南，上游的洪水經(jīng)過(guò)排洪管、消力池，消能之后排向場(chǎng)址南測的山溝。將上游洪水順利排往下游上游的洪水經(jīng)過(guò)排洪管、消力池，在北初期壩下游設置消力池一座，容積</span><span style=";font-family:'Times New Roman','serif'">240m3</span><span style=";font-family:宋體">，上游洪水經(jīng)消能之后排向場(chǎng)址南側的山溝。</span></p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 1px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="25"><p style="text-align:center"><span style=";font-family:宋體;color:black">否</span></p></td></tr><tr style=";height:44px"><td width="186" style="border-top: none; border-left: 2px solid windowtext; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="44"><p style="text-align:left;text-indent:28px;line-height:150%"><span style="font-size:14px;line-height:150%;color:windowtext">在南側荒溝和北側荒溝出口處各設置洗車(chē)平臺一座，每個(gè)洗車(chē)平臺帶有容積</span><span style="font-size:14px;line-height:150%;font-family:'Times New Roman','serif';color:windowtext">30m3</span><span style="font-size:14px;line-height:150%;color:windowtext">的水池。運灰車(chē)輛沖洗廢水經(jīng)沉淀后循環(huán)使用，不外排。</span></p><p style="text-align:center"><span style=";font-family:'Times New Roman','serif'"> </span></p></td><td width="161" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 1px solid windowtext; padding: 0px 7px;" height="44"><p style="text-align:center"><span style=";font-family:宋體">本項目進(jìn)場(chǎng)道路只有南初期壩一條，故只在在南側初期壩入口處設置洗車(chē)平臺一座，運灰車(chē)輛沖洗廢水經(jīng)</span><span style=";font-family:'Times New Roman','serif'">30m3</span><span style=";font-family:宋體">收集池沉淀后循環(huán)使用。</span><span style=";font-family:宋體">不外排。</span></p></td><td width="179" style="border-top: none; border-left: none; border-bottom: 2px solid windowtext; border-right: 2px solid windowtext; padding: 0px 7px;" height="44"><p style="text-align:center"><span style=";font-family:宋體;color:black">否</span></p></td></tr></tbody></table><p style="text-align:left;text-indent:17px;line-height:150%"><span style=";line-height:150%;font-family:'Times New Roman','serif';color:windowtext;letter-spacing:0"> </span></p><p style="text-align:left;text-indent:17px;line-height:150%"><span style=";line-height:150%;color:windowtext;letter-spacing:0">經(jīng)實(shí)地調查，本項目實(shí)際建成與環(huán)評變更不存在重大變動(dòng)。</span></p><p style="text-indent:28px"><img anchorname="_GoBack" class="anchorclass" src="/" _src=""> </p><p>?<br></p> </div><style>#jwpf-addon-1619667366399 #JZT_ADDON_LSGA_4D2L2F02N8_TXT .article-content p { margin-top: 0px; margin-bottom: 16px; }#jwpf-addon-1619667366399 #JZT_ADDON_LSGA_4D2L2F02N8_TXT .btnBox, #jwpf-addon-1619667366399 #JZT_ADDON_LSGA_4D2L2F02N8_TXT .btnBoxt { display: flex; justify-content: space-between; padding: 20px; } 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