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Low Impact Development Bio-Retention Soil Design Client: City of - - PowerPoint PPT Presentation
Low Impact Development Bio-Retention Soil Design Client: City of - - PowerPoint PPT Presentation
Low Impact Development Bio-Retention Soil Design Client: City of Flagstaff Technical Advisor: Mark Lamer Design Team: Turki Alhamidi, Frank Di Fiore, Rachel Pott, Zhonghan Zhang 1 Project Introduction Problem: Excess surface water runoff
Frank 2
Project Introduction
Figure 1: Stormwater Runoff Due to Impervious Surfaces [1]
- Problem: Excess
surface water runoff due to impervious soils
- LID Design
Project Constraints
Turki 3
Stakeholders/ Clients
[2] [4] [3]
Stakeholders
- Civil Engineering Firms
- Flagstaff Community Residents
- Environment Benefits
Client
- City of Flagstaff
Frank 4
2.1 Nitrogen and Phosphorus content – ASTM D8001 2.2 Total suspended solids - ASTM D5907-13 2.3 Oil & Grease Content - ASTM D3921-96(2011) 2.4 Pathogens: Fecal/Total Coliforms Testing – EPA Method 1604
Scope of Work
Task 2: Stormwater Runoff Testing
Figure 2: Runoff Sampling
Task 1: Water Sampling
1.1 Stormwater Sampling
Rachel 5
4.1 Specific Gravity – ASTM D854-14 4.2 Hydraulic Conductivity – ASTM D5084 4.3 Void Spacing – ASTM D2435 4.4 Sieve Analysis – ASTM D6913 4.5 Saturated Soil Dry Test – ASTM D2980-17
Task 4: Soil Testing Task 3: Soil Material
3.1 Obtain Soil Materials we propose 6 different types
Figure 3: Bioretention Soil Media Blends [5]
Zhonghan, Turki 6
Task 5: Matrix Design
5.1 Soil Matrixes Design and Test The team proposes three different Matrix designs 5.2 Design Modification Best two designs will be modified for optimization 5.3 Optimal Matrix Design Optimize final design 6.1 Final Design Testing-Contaminate Removal
- Contaminate testing before and after
flow through matrix
Task 6: Final Matrix Contaminate Removal
Figure 4: Bioretention Schematic [6]
Zhonghan, Turki 7
Task 7: Soil Matrix Manual
7.1 Soil Matrix Layering Instruction Manual
Task 8: Final Project
8.1 Final Project Presentation 8.2 Final Project Proposal
Figure 5: Bioretention Flow Analysis [7]
Rachel 7
Matrix Design
- Sr. Engineer (Hrs) Project Engineer/ Manager (Hrs) Lab Technician (Hrs) Field Technician (Hrs) Lab Fee (Hrs)
1.1 Stormwater Runoff Water Sampling 2.5 10 2.1 Nitrogen & Phosphorus Content 1 2 4 1 2.2 Turbidity 1 2 4 26 2.3 Oil & Grease Content 1 2 8 1 2.4 Pathogens: Fecal/Total Coliforms Test 1 2 4 1 3.1 Acquire Soil Materials 4 4 6 4.1 Specific Gravity 2 4 8 2 4.2 Hydraulic Conductivity 3 6 12 2 4.3 Void Ratio 3 6 12 2 4.4 Sieve Analysis 2 4 8 2 4.5 Saturated Soil Dry Test 3 6 12 2 5.1 Matrix Design 24 18 75 24 5.2 Modify Matrix Design 10 6 40 24 5.3 Optimize Matrix Design 3 3 15 24 6.1 Nitrogen & Phosphorus Content 1 2 4 2 6.2 Total Suspended Solids 1 2 4 26 6.3 Oil & Grease Content 1 2 8 2 6.3 Pathogens: Fecal/Total Coliforms Test 1 2 4 2 7.1 Soil Matrix Layering Design Specs 6 3 8.1 50% Report 15 10 8.2 Website 10 8.3 Reflection Document 12 8.4 Final Design Presentation 10 10 8.5 Final Design Proposal 10 10 Meeting with Mark Lamer
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Task 6 Final Soil Matrix Contaminate Tests Task 7 Media Construction Manual Task 1 Sampling Task 2 Water Contaminate Task 3 Soil Materials Task 4 Soil Tests Task 5 Matrix Design Task 8 Deliverables Client Meetings
Rachel 9
Figure 6: Gantt Chart with Critical Path
Rachel 10
Cost/ Staffing
Table 2: Cost of Project, US Dollars
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References
[1] "Stormwater Central", Managingstormwater.blogspot.com. [Online]. Available:http://managingstormwater.blogspot.com/. [2] "City Of Flagstaff Official Website - City Hall". Flagstaff.az.gov. Web. [3] "Environment Logo Clipart - Clipartfest". ClipartFest. Web. [4] "Civil And Environmental Engineering Logo". Unr.edu. N.p. Web. [5]"Bioretention soil media", researchgate.com, 2017. [Online]. Available: https://www.researchgate.net/profile/Sezar_Guelbaz/publication/305743978/figure/fig2/AS:392745010122754@1470649115778/Fig-2-a-Schematic-
- f-bioretention-columns-b-each-bioretention-media.ppm. [Accessed: 26- Apr- 2017].
[6]"Bioretention", Nebula.wsimg.com, 2017. [Online]. Available: https://nebula.wsimg.com/01ce3893e0d75191efd31e32227c5308?AccessKeyId=DE8EC173D24AF28AA729&disposition=0&alloworigin=1. [Accessed: 26- Apr- 2017]. [7]"Bioretention Flow Analysis", Ascelibrary.org, 2017. [Online]. Available: http://ascelibrary.org/cms/attachment/14010/377366/figure1.jpg. [Accessed: 26- Apr- 2017]. [8] C. o. Flagstaff, "LID Benefits and Examples," Flagstaff Arizona Storm Water Managment, 2012. [Online]. Available: http://www.flagstaffstormwater.com/index.aspx?NID=125. [Accessed 5 Februray 2017]. [9] Department of Environmental Resources, Bioretention Manual, Prince George's County, Maryland: MNDR, 2007. [10] ASTM International, ASTM D5907-13, Standard Test Methods for Filterable Matter (Total Dissolved Solids) and Nonfilterable Matter (Total Suspended Solids) in Water, West Conshohocken, PA: ASTM International, 2013. [11] ASTM International, ASTM D8001 Standard Test Method for Determination of Total Nitrogen, Total Kjeldahl Nitrogen by Calculation, and Total Phosphorus in Water, Wastewater by Ion Chromatography, West Conshohocken, PA: ASTM, 2016. [12] ASTM International, ASTM D3359 Standard Test Methods for Lead in Water, West Conshohocken, PA: ASTM, 2015. [13] ASTM International, ASTM D1068 Standard Test Methods for Iron in Water, West Conshohocken, PA: ASTM, 2015. [14] ASTM International, ASTM D1688 Standard Test Methods for Copper in Water, West Conshohocken, PA: ASTM, 2012. [15] ASTM International, ASTM D1691 Standard Test Methods for Zinc in Water, West Conshohocken, PA: ASTM, 2012. [16] ASTM International, ASTM D2487-11 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), West Conshohocken, PA: ASTM, 2011. [17] ASTM International, ASTM D6913 Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, West Conshohocken, PA: ASTM, 2009.