Ponds and stormwater basins can be great resources to have on a property, and they can provide great benefits for the surrounding area. Regular ponds can be a nice attractive feature for a home landscape and can provide a place for recreation. Stormwater basins act as a water quality feature in areas such as subdivisions by filtering out any pollutants and protecting nearby streams as a result. There are two types of stormwater basins, wet ponds (retention basins, always have water) and dry basins (detention basins, normally bowl-shaped depressions of grass that hold water for a few days after it rains). In this month’s article in the Development Digest, we will dive into a service that we at Warren County SWCD offer to measure the depth of ponds to ensure they have the correct depth needed to function properly. This service is one we offer for all types of ponds; however, we will specifically be looking at newly constructed stormwater retention basins here.
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Having the correct depth is very important when designing a stormwater basin. If a basin is designed incorrectly and is too shallow, it may not provide enough storage for incoming water which defeats the purpose of the basin and may have negative effects downstream. Even with a correctly designed basin, the basin may fill up with sediment during construction, and if that sediment is not removed, this will affect the water depth, and as mentioned above, decrease the storage. During construction, sediment basins need the sediment removed once it reaches ½ of the sediment storage zone and before project completion as well. It is important to measure the depth of the water in a stormwater basin to ensure it is the correct depth and sediment has not filled in the bottom. Here at Warren County SWCD, we can assist with getting an estimate of the depth by providing a free service using a depth finder.

Depth finders are commonly found in the realm of fishing and used by fisherman to get an accurate depth of the water column for fishing purposes. We have found out that we can use a simple depth finder to find the depths of ponds and basins to assess the health of that water feature. We will come out to any pond or stormwater basin per request and use our depth finder to give a good estimate on how deep the pond/basin is. We provide this service because it is important to keep basins healthy and keep the designed capacity to make sure the basin still has its storage and water quality abilities working. Any construction project that is nearing the end and has a stormwater pond should be checked for water depth before being turned over to the next owner. Here at WCSWCD, we would be happy to come out and provide a free depth check using our depth finder.

We also provide this service to HOAs, free of charge, to determine if it is time for the costly dredging project you may be considering. If you are having excessive algae blooms and fish kills in your retention pond, it might be an indicator of a shallow water column. Ohio Department of Natural Resources recommends a pond with a minimum water column depth of 6-8 feet deep to provide a healthy habitat for fish.

It can be costly to dredge a pond of muck that accumulates naturally over time, A rough estimate of when this is needed is 10-20 years after completion or from its last dredging. It can easily cost up to $100,000 or more to completely dredge a large retention pond, so you want to be sure if it is time to do so. We are happy to come out and collect some rough estimates of pond depth and health and we can also provide some contacts for pond maintenance and dredging contractors to point you in the right direction.
 
If you have general pond/basin questions or have questions about our depth finder or want to schedule a site visit with us, please give us a call at (513) 695-1337.
 
Article written by Seth Byerly, Urban/Agricultural Technician
 

​Don’t let stormwater dig a hole you can’t get out of!

​Fast moving water pouring out of a pipe can quicky lead to erosion. Planning ahead and utilizing rock outlet protection can save future maintenance headaches. In this month’s article we will see where this practice is useful, consider design, and review maintenance considerations. Let’s start by identifying where the practice is helpful.
Rock outlet protection can be useful where discharge velocities from a channel, storm drain, or culvert are high enough to cause erosion. The practice can be applied for the following outlet types:

​For design of the rock outlet protection, assume the most severe soil and vegetation cover conditions. The size of the watershed and topography should also be given serious consideration. Rock outlet protection is not intended for slopes greater than 10% or at the top of cut or fill slopes.
Caution should be used if flow rates out of the discharge pipe will exceed 100 cubic feet per second (cfs) for a 10-yr.-fequency storm. Utilize the NRCS Technical Release 55 (TR 55) or other suitable method to determine peak rate of runoff. The outlet protection needs to be stable for the velocity of flow expected from a 10-year frequency storm event. While level spreaders are helpful in conjunction with outlet protections, we will focus on the design of the rock outlet. The width of the outlet should be the width of the headwall or 4 feet wider than the pipe diameter (2 feet on each side of the pipe). The elevation of the downstream end of the outlet protection needs to be equal to the elevation of the receiving stream. The necessary length of the outlet protection and the rock size can be determined from the following figure. 

Larger diameter pipes will require larger rock diameter, a greater thickness for the rock layer, and additional length for the rock channel. The rock riprap needs to be well graded and be placed to obtain a solid and compact layer. Filter or granular bedding is needed beneath all riprap to prevent underlying soil from eroding. Larger size riprap will likely require a thicker bedding layer or 2 different sizes of bedding. Geotextile use can help prevent piping of soil. Care should be taken to properly anchor the geotextile. A properly designed and installed rock outlet protection will help to reduce future maintenance needs.
 
Maintenance will help to protect the riprap, vegetation cover, and associated structural components. The following are key to proper maintenance.

• Determine a responsible party to inspect and maintain the outlet protection.
• Missing riprap should be replaced as soon as possible.
• Protect the outlet from damage by equipment and traffic.
• Fertilize and mow area vegetation to keep a healthy cover.
• Seed and mulch any bare areas that develop.
• Remove sediment and debris.

 
If properly designed, installed, and maintained the rock channel outlet protection should function for decades to come. Lack of proper outlet protection will require more extensive and costly repairs in the long run. Feel free to reach out to our office at (513) 695-1337 if you have any questions regarding rock outlet protection.
References

1. Urban Hydrology for Small Watersheds (TR-55), United States Department of Agriculture Natural Resources Conservation Service. June 1986. Web link for this publication is available at:

https://nationalstormwater.com/wp-content/uploads/2020/07/Urban-Hydrology-for-Small-Watersheds-TR-55.pdf

1. Rainwater and Land Development Manual (Chapter 6.1), Ohio Environmental Protection Agency. May 2025. Web link for this publication is available at: https://dam.assets.ohio.gov/image/upload/epa.ohio.gov/Portals/35/storm/technical_assistance/6.1_Outlet_Stablization.pdf

Article by Travis Luncan, Urban Technician

"April showers bring May flowers". Those same rain showers can contribute to other types of blooms; algal blooms. Plants need sunlight, nutrients, water and a favorable environment in which to grow. Algae have similar requirements. A shallow basin allows intense sunlight to shine to the bottom and allows the water to heat up quickly. Longer spring days mean more sunlight available to the algae. Warming temperatures also contribute to the growth of the algae. Nutrients that are bound to sediments can wash into the basin from the surrounding drainage area and help drive algal blooms.
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Why does algae in a basin matter? Algae is a part of any heathy aquatic ecosystem so at normal levels they are not a problem. When one species of algae blooms, it can lead to maintenance issues and other problems. Let’s look at algae blooms and their impact on the function of the stormwater basin. Dense algal scums interfere and obstruct parts of the basin’s outlet structure, causing it to lose storage capacity or overfill. Algae that die off will sink to the bottom, decay and will eventually fill the basin with muck. This can lead to costly maintenance. 

Beyond the maintenance implications of an algae bloom, there are health and aesthetic implications. As an algal bloom dies off and decays dissolved oxygen in the water is depleted. This can lead to a fish kill. While not all algae blooms would cause a health impact, there is one class of “algae”, the cyanobacteria, that can release harmful toxins when they bloom. The toxins they release can harm pets that wade or drink the water. There can also be respiratory impacts from severe blooms.  Water quality also includes aesthetics. A homeowner who just paid $500K to move into a nice community is less likely to appreciate a basin with a thick algal scum. This can hurt real estate values in the area.

The best way to reduce the impact of a harmful algae bloom is to work to prevent blooms. This starts in the design phase. Designing a wet extended retention basin to a depth of 6-8 feet and with sufficient bank grading will reduce plant growth and algae blooms in the basin. A dry basin should be constructed so it doesn’t hold water for more than 72 hours. During the construction phase, limit the amount of sediment that flows into the basin. This sediment will have bound up nutrients and will provide the food leading to future algae blooms. Remove built up sediment in the basin, the presence of a forebay should make this maintenance easier. Stabilize the basin walls and surrounding ground with seed and straw to help lock soil and nutrients in place, keeping them out of the basin.
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Post-construction measures like keeping a vegetated buffer around the basin will help keep the sides of the basin from caving in. The taller vegetation will also discourage geese from hanging out around the pond and adding more nutrients. The vegetation buffer will act as a filter strip. Native sedges, blue flag iris and rushes are a few plants recommended as native buffers. Woody vegetation and nuisance vegetation should be discouraged. Keep grass clippings out of the basin. Bottom-up aeration can help support a healthy ecosystem and help regulate temperature. Also encourage residents to be responsible if they are applying fertilizer to their lawns. Adopting the four Rs of nutrient management for your lawn can be useful.

​Considering that fertilizer will lead to more costs, mowing, and maintenance, some may decide to forego it.  With proper design and maintenance, the stormwater basin will remain functional and be more enjoyable to have in the community.

​For more information, contact our office at 513.695.1337

​Sediment and erosion control is always a challenge on construction sites when soil is exposed to the wind and rain. As rain falls on the exposed soil, it loosens it up and begins to wash away as fine-grained sediment. Sediment is the top pollutant impacting Ohio’s streams. It clouds the water column, choking out aquatic life, and changes stream morphology by settling out in areas of slow flow. Alluvial fans are a great large-scale visualization of this (Fig. 1). As the water slows down, it drops the sediment out which raises the ground level. Water will seek a new path of least resistance. Hopefully not towards someone’s house! Sediment can change stream morphology too. Deep pools within a stream provide cool-water habitat for fish and these can be filled in as sediment is deposited. What once was a great swimming hole is now too shallow. One way we can reduce sediment discharge to Ohio’s lakes and streams is by installing sediment settling basins on construction sites. These are required by the Construction General Permit as the stormwater must be treated before being discharged from the site.

​A sediment basin is a temporary settling pond that filters runoff and releases it at a controlled rate. They can be used for sites where the drainage area is 100 acres or less. Any project that increases the impervious surface is required to have a permanent, post-construction stormwater basin, so it makes sense to install the sediment basin on the low point of a site, where it will be converted to its post-construction design at the end of the project. They should be installed as a first step to the mass grading process, so they can be functional and ready to accept sediment-laden runoff once the earth is disturbed. Since sediment basins trap sediment, the sediment will need to be removed before project completion. This ensures that the basin has the proper water quality storage capacity when it gets converted to the post-construction stormwater design at the end of the project. All these considerations should guide the design process.

​Ohio EPA’s Rainwater and Land Development Manual (https://epa.ohio.gov/divisions-and-offices/surface-water/guides-manuals/rainwater-and-land-development) is the guiding document for stormwater practices used during development. Chapter 6 covers sediment basin design. Figure 3 illustrates the various components of the design criteria, which includes pool design, embankment design, dewatering design, and spillway design. A floating skimmer device (Fig. 4) is required throughout the duration of the project to drain the water from the top of the water column, where the sediment is less concentrated. So, install the skimmer and let it simmer!

The Ohio EPA has created a sediment basin compliance tool, which we require to be completed for all projects. This tool is helpful to determine the sizing of your basin by inputting numbers relating to total disturbed area and total drainage area draining to the basin. The dewatering zone shall be a minimum of 1800 cubic feet per acre of drainage while the sediment storage zone shall be 1000 cubic yards per disturbed acre that drains to the basin. After inputting the drainage area and disturbed drainage area, it will calculate the required sediment and dewatering zone volumes as well as the orifice size and skimmer size. There is also a Water Quality Volume tool very similar to this tool that guides the post-construction stormwater design. Our office is happy to provide these tools to you upon request.
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Stabilization is not just important for upland controls, but the basin itself should be smooth graded and stabilized as a first step to the mass grading process. That way the basin can be in place before any upslope disturbance occurs to accept sediment-laden stormwater. Towards the end of the project, when the entire site is stabilized, the sediment basin needs to be converted to its post-construction stormwater design. This usually entails removing the skimmer device and installing an orifice plate to achieve the proper water quality orifice size for post-construction treatment of stormwater. As-Builts need to be completed and submitted to the Engineer of Record for the municipality.

​Sediment basins should not solely be relied upon as the only sediment and erosion control measures on a site. Ohio EPA has found that they are only about 50-80% effective at removing sediment. The finer silt particles remain suspended in the water column and are too small to filter out. That’s why a whole toolbox of SECM’s should be used on a site.  The best management practice (BMP) is to prevent erosion and sediment transport in the first place by stabilizing areas at final grade or areas that lie dormant for longer than 14 days. Ohio EPA has found that erosion control BMPs like stabilization are 90-98% effective. So, it takes multiple tools to properly handle stormwater runoff on a site. Sediment basins are a crucial part of the stormwater solution by satisfying both water quantity and water quality requirements. And don’t forget, install the skimmer and let it simmer!

For assistance, please call our office at 513.695.1337

​Article Written by Justin Bedocs

As cooler weather moves in, I hope you find time to kick back with a warm cup of your beverage of choice and this article considering Settling Time. For this article we will talk about different factors which impact how long it takes for particulates to settle out of stormwater once in the retention basin.

Stormwater retention basins are features that help to do the following:
*  Hold back water to help mitigate downstream flooding.
*  Settle out particulates to improve downstream water quality.
*  Slow down the rate of stormwater flow to help control erosion.
​*  Lower the temperature of the stormwater before it can flow downstream.​

As storm water flows over construction sites, parking lots and roads it picks up dirt and other debris that make up the suspended solids. The suspended solids can be sand, clay, silt and other particulates. The sediment load will vary based on the amount and duration of the rain event. Once the stormwater reaches the basin its flowrate drops off. In a quiescent pool the solids carried by the stormwater are given time to settle. If there is still flow through the pool or a second rain event occurs particulates may not have time to completely settle. These flow conditions would result in dynamic settling or possibly resuspension of sediment. Some particles are so small they will not settle. Others will have a settling time that is based on their particle size, shape, density and the water temperature. Solid settling in a stormwater basin can be estimated by Stokes’ Law.

Where:
V = settling velocity of the solid
g = acceleration of gravity (constant)
p1= mass density of the solid
p = mass density of water (constant)
d = diameter of the solid (assuming spherical shape)
µ= kinematic viscosity of water (varies only with temperature).

From the above equation we can see that particulates of higher mass density (p1) will settle out a bit more quickly than particles with lower mass density. (p1) We can also see that larger diameter (d2) particulates will settle out much faster than smaller particles. As diameter increases the settling velocity increases exponentially. Suspended solids vary in size with a particle of coarse sand being about 1,000x larger than a particle of fine clay. Given the larger diameter of the sand particles, we would expect them to settle much more rapidly than clay. Lastly temperature comes into play. Water becomes more viscous (µ) as temperature decreases. This higher viscosity leads to slower settling times.

Other factors come into play when considering settling time. Though the Stokes equation assumes that particles are round, few particles would be perfectly spherical. The irregular shaped particles would likely settle more slowly. Concentration of particles also plays a role. Like snowflakes falling from the sky, sediment particles can collide forming larger floc particles. These floc particles will settle more rapidly. In fact, flocculant is sometimes used to bond to suspended sediment or chemicals to sink them to the bottom and reduce the amount of polluted water leaving the basin. Chemical properties will also play a role. An extreme being road salt. The salt mineral is dense and of large diameter but will dissolve into the water. 

The dissolved road salt will not settle out of the stormwater. Particles with a greater attraction to water will settle out more slowly or will remain in solution.
A well designed and maintained basin will slow water and hold it long enough to allow sediment to drop out of solution. Oversizing a basin is one way to ensure plenty of settling time. Depth of the basin also comes into play by providing a large enough sediment storage zone. Maximizing the distance between the inflow and outflow helps maximize detention time. The challenge is designing a basin that will provide time for solids to settle, store sediment, minimize the valuable real estate it will take up and provide for easy maintenance down the road. 
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For more information contact our office at 513.695.1337

​Sediment basins are designed to trap sediment from a construction site. If not maintained properly the basin can become filled with sediment and algae. While keeping sediment and algae out of the basin may seem like an impossible task, there are steps that can lessen the buildup and costly maintenance associated with dipping out or treating the basin. The following article covers sediment basin function, maintenance, and considerations to reduce algae.
Sediment Basin Basics
A sediment basin is a settling pond. By slowing down the flow of sediment-laden runoff, solids can settle out and sink to the bottom of the basin. The sediment basin is constructed as a first step, prior to land disturbing activities. The settling basin is usually converted to a wet retention basin or a dry detention basin at the end of the construction project. During construction, the basin functions for sediment control while after construction, the basin functions for stormwater flood control and water quality improvement practice.
How it Works 
As construction site runoff flows into the basin its flow rate is slowed on reaching the basin. Heavier sediment particles sink to the bottom while clean water remains in the top dewatering zone. As the water makes its way to the outlet a skimmer pulls water from near the surface and directs it through the principal spillway. During extreme rain events water would build up in the basin then flow through the riser and the principal spillway.

Maintenance for Proper Function and Control of Algae
For a basin to function, accumulated sediment must be removed from the sediment storage zone once it exceeds 50 percent of the minimum required sediment storage design capacity and prior to the conversion to the post-construction practice. Excess sediment in the basin decreases the depth of the dewatering zone, brings in other potential pollutants, such as nutrients. Sediment buildup also increases the maintenance required to keep the basin functional.  
The shallow water also allows additional sunlight to make its way to the bottom of the basin further warming the water. Shallow water promotes the growth of vegetation, algae, and mosquitos. Algae can increase maintenance needs by creating additional solids that settle to the basin bottom and fill the sediment storage zone with muck. Some blue green algae can also produce toxins making the water unsafe.
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Prevent Early Fill-up of the Sediment Storage Zone
The following steps can help minimize maintenance needs while keeping the basin functional.

1. Stabilize the inner bank of the basin as early as possible utilizing grass seed and straw matting.
2. Remove sediment from inflow into the basin by utilizing stabilized grass swales, silt fence, or filter sock and other best management practices on the construction site.
3. Excavate the construction site in phases so that less of the dirt is exposed and subject to erosion.
4. Keep the disturbed area of the site as small as possible.
5. Stabilize the construction site as soon as possible.
6. Have a pond management company treat algae blooms before they become severe.
7. Dip sediment once it exceeds (50%) of the minimum required sediment storage and prior to conversion to post-construction.

Prevention of excess sediment in the basin is often more cost effective than bringing in heavy equipment to dip out the basin and then hauling off the sediment. These steps can also reduce resident and local homeowner association complaints down the road.
 
Additional information can be found in the Rainwater and Land Development Manual, Chapter 6

​Questions? Contact our office at 513.695.1337