【24h】

Striebel Pond, Part 2: A Field Perspective

机译:Striebel池塘,第2部分:视野

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摘要

This session will present a case study of a major Indiana flood control project. Discussion topics will include the various methods of erosion and sediment control applied on the project; the recurrent field changes to various practices due to schedule and/or site conditions; the challenges created for the owner, engineer and contractor when unforeseen site conditions impacted the site stormwater pollution prevention plan; a contractor's discussion of the relative ease and difficulty of the use and installation of various erosion and sediment control practices; and the contractor's challenges of coordinating the SWPPP with the construction project schedule. The project will be reviewed from the ground-breaking through completed construction of the facility.This design and construction of this challenging project for the Sanitary District of Michigan City was intended to reduce the risk of flooding and the associated financial burden of flood insurance for several hundred homes. The construction of the designed facility was awarded to Tonn and Blank Construction of Michigan City, the low bidder for the project. The Sanitary District of Michigan City teamed with Christopher B. Burke Engineering, Ltd., to provide the on-site construction observation services to administer the construction of the facility and the documentation required for this $6.25 million dollar project.The project included permanent impacts to a 0.19 km~2 (47.7 acre) tilled area, resulting in 382,280 cubic meters (0.5 million cubic yards) of excavated materials. In addition to the flood control benefits of the proposed 308,370 cubic meter (250 acre-foot) storage pool, the final product will be a showcase of water quality technologies, including:1. 2,000 m~2 (2,400 sys) of Articulated Concrete Mat2. 132 individual wetland pods3. 19,200 individual native wetland plugs4. 0.03 km2 (7.5 acres) of native sedge meadow seeding5. 0.03 km2 (7.3 acres) of native emergent wetland seeding6. 9,985 m~2 (11,940 sys) of composite turf reinforcement mat7. 448 smaller (<3.8 liter (1 gal)) native tree plantings8. 212 larger (>5.08 cm (2") caliper) native tree plantings9. 640 native shrub plantingsThe site is designed to serve as a multi-use City park. Public park amenities will include:10. More than a mile of paved 3-meter (10-ft) wide asphalt trail11. Two asphalt parking lots12. One 7.6-meter (25-ft) diameter gazebo structure13. Two 9.1 -meter (30-ft) by 11 -meter (36-ft) Chalet-style shelters14. 7.3-meter (24-ft) and 11-meter (36-ft) span arched pedestrian bridgesRepresentatives of the Contractor and Engineer will discuss the range of features noted above for the project, as well as provide an overview of the project goals, intent, roadblocks, and status.
机译:本次会议将介绍印第安纳州一项重大防洪项目的案例研究。讨论主题将包括在项目中应用的各种侵蚀和沉积物控制方法;由于时间表和/或现场条件的影响,经常性的田野改变为各种实践;当不可预见的现场条件影响现场雨水污染预防计划时,给业主,工程师和承包商带来的挑战;承包商讨论使用和安装各种侵蚀和沉积物控制措施相对容易和相对困难;以及承包商将SWPPP与建设项目进度表进行协调所面临的挑战。从开工到设施的完整建设,将对项目进行审查。 这项针对密歇根市卫生区的具有挑战性的项目的设计和施工,旨在减少洪水的风险以及数百户房屋的洪水保险的相关财务负担。该设计工厂的建设被授予该项目的最低出价者密歇根市的Tonn和Blank Construction。密歇根市卫生区与Christopher B. Burke Engineering,Ltd.合作,提供现场施工观察服务,以管理该设施的建设以及该耗资625万美元的项目所需的文件。 该项目包括对0.19 km〜2(47.7英亩)耕种区的永久影响,产生了382,280立方米(50万立方码)的挖掘材料。除了拟议的308,370立方米(250英亩-英尺)储水池的防洪效益外,最终产品还将展示水质技术,其中包括: 1. 2,000 m〜2(2,400 sys)铰接混凝土垫 2. 132个单独的湿地豆荚 3. 19,200个单独的本地湿地塞 4. 0.03平方公里(7.5英亩)的天然莎草草甸种子 5. 0.03平方公里(7.3英亩)的原生紧急湿地播种 6. 9,985 m〜2(11,940 sys)复合草皮增强垫 7. 448棵较小的(<3.8升(1加仑))原生树种 8. 212个较大的(> 5.08厘米(2英寸)卡尺)原生树种 9. 640个原生灌木种植 该站点旨在用作多用途城市公园。公园设施包括: 10.超过一英里的3米(10英尺)宽铺砌的沥青路 11.两个沥青停车场 12. 1个7.6米(25英尺)直径的凉亭结构 13.两个9.1米(30英尺)乘11米(36英尺)的木屋式庇护所 14.跨度7.3米(24英尺)和11米(36英尺)的拱形人行天桥 承包商和工程师的代表将讨论上述针对项目的功能范围,并提供项目目标,意图,障碍和状态的概述。

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