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Environmental Health Private Sewerage

Well cap in a yard Well and Septic

*NEW* Frequently Asked Questions on the Proposed BAT Regulation Revisions

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In many areas of Carroll County there are no public sewerage systems to treat household wastes. In such areas, individual on-site septic systems are installed on lots to treat residential waterborne wastes. A septic system that is well-designed, properly constructed, and properly maintained can function satisfactorily for many years. A private on-site sewage disposal may only be constructed or repaired after a permit is issued by this Department. Prior to permit issuance, a soil percolation test must be conducted to determine the suitability of the soil to treat sewage effluent. Properties subdivided after March, 1972 require a 10,000 square foot sewage disposal area to provide for the installation of an original system and two replacement systems. The following siting and setback distances apply to private on-site sewage disposal systems and repair areas:

  • At least 100 feet (200 feet if directly upgrade) from all existing and proposed wells.
  • At least 20 feet from building foundations.
  • At least 10 feet from property lines.
  • At least 100 feet from a stream (200 feet in certain areas near water supply intakes).
  • At least 300 feet from a water supply reservoir.


Private Water For property in Carroll County that is not served by public water supply, individual on-site wells are needed to provide potable water. Most well construction today is done by drilling a 10-inch bore hole 100 feet or more below land surface until a sufficient quantity of water is encountered. Plastic or metal pipe (casing) is inserted into this bore hole so as to extend at least 2 feet down into bedrock. At least 8 inches of the well casing must extend above finished grade. The space between the bore hole and the casing is then filled with grout (Portland cement or bentonite) to prevent surface contamination from polluting the groundwater. A sealed and vented well cap is placed on the well head, a pitless adapter is installed through the casing, and a well identification numbered tag is installed on the casing. The well yield is verified by a pump test performed by the driller. This testing procedure lasts from three to six hours, depending on the yield and requires well drillers to record the pumping rate and water every fifteen minutes. A minimum yield of one gallon per minute for six hours and five hundred gallons available (including yield and storage) in a two hour period is required to obtain a residential building permit. Copies of the yield tests are submitted to this bureau for approval and are available to the public upon request. Applications for a permit to drill a well must be submitted to the Carroll Health Department by a licensed well driller. A site plan is also required to be submitted by the applicant. Proposed well locations must be:

  • At least 100 feet (200 feet if directly downgrade) from all existing and proposed sewage disposal systems/areas.
  • At least 100 feet from other sources of contamination (cemeteries, petroleum product storage, etc.).
  • At least 10 feet from property lines.
  • At least 15 feet from roads or dedicated rights-of-way.
  • At least 30 feet from a building foundation

This Department must be contacted to conduct a final construction inspection and approve the well prior to it being placed into service as a private potable on-site water supply.

Septage/Sludge Removal Septage is the liquid and solid waste material contents of a septic tank from an on-site sewage disposal system. It is recommended that these contents be removed by a Health Department-licensed Septage Waste Hauler every 3-4 years to extend the life of the effluent disposal fields. This waste is then treated at a public wastewater treatment plant. Sludge is the solid waste generated by public wastewater treatment plants resulting from the treatment of wastewater from public sewage systems. The disposal of sludge is regulated by the Maryland Department of the Environment Sewage Sludge Division. Most of the sludge is used as a fertilizer /soil conditioner on agricultural land for the production of various crops. There are very strict regulations regarding the use and disposal of sludge.

Percolation Tests The suitability of soil for the subsurface disposal of sewage is determined by its physical characteristics and percolation rates. Physical characteristics include percentage of rock, evidence of groundwater, and depth to rock and/or groundwater. A percolation test measures the rate that clear water seeps into the soil from a standard test hole.


There are three types of conventional percolation tests: Tile field, Deep trench, and Sand mound. The tests are conducted at the depth at which the septic disposal system will be installed, with an additional test conducted four (4) feet below to determine the soil suitability to filter the sewage effluent for tile field and deep trench systems. An additional piece of equipment, an infiltrometer, is used to conduct sand mound tests. Percolation rates for conventional tile field and deep trench systems cannot exceed 30 minutes, and sand mound tests cannot exceed 60 minutes. A percolation rate of less than 2 minutes is not acceptable. To file for a percolation test, an application must be made and fees paid at the Environmental Health Bureau, Carroll County Health Department. After that has been completed, the applicant must arrange for an excavator to dig the test holes. Any expenses associated with this step are the applicant’s responsibility. Usually, the excavator will contact the Health Department’s Area Environmental Health Specialist to schedule a test date. Arrangements for an appointment should be made 3 weeks in advance of the testing. Percolation tests are then conducted and results are mailed to the applicant and filed at the Health Department until a well and/or application is received.


 The purpose of a percolation test is to determine the suitability of soils for the installation of a septic system and treatment of sewage effluent. State regulations require that there be at least 4 feet of satisfactory material below the bottom of an on-site sewage disposal system. For this reason, a percolation test is excavated to a depth 4 feet below the depth of the proposed system installation. Physical appearance of the soil is then evaluated. If there is evidence of water or the soils contain excessive rock, the test is considered disapproved for the proposed system. In the case of tile field or deep trench systems, if the soil is not excluded based on appearance, actual tests are conducted at the depth of the proposed system and 4 feet below the depth. These tests are conducted in the following manner:

  1. 12 inch by 12 inch by 12 inch test holes are dug at the required depths.
  2. A ruler is placed in an upright position within the test hole.
  3. Water is poured into the hole to a depth of 7 inches.
  4. The water is allowed to drop an initial inch to saturate the soil.
  5. The rate of the second inch is timed to determine the percolation rate.

In some cases, the rate of the third inch is used if it does not appear that the rate has stabilized. A passing rate for tile field and deep trench tests can be from 2 to 30 minutes. In the case of sand mound testing, an additional piece of equipment is utilized. An infiltrometer is a simple metal cylinder 12 inches in diameter and two to three feet in length. The test hole is excavated to a depth of 4 feet and any evidence of water or rock in noted. If excessive rock or evidence of water at a depth of 2 feet or shallower, the soils are unsuitable for a sand mound system. Otherwise a test may be conducted. The most restrictive layer of soils within the top 2 feet is identified and a shelf is excavated at this depth. The infiltrometer is placed on this shelf and forced downward into the soil and the soils are tamped around the outside of the infiltrometer to assure an adequate seal. A rate is determined in basically the same manner as outlined above. Acceptable rates are from 5 to 60 minutes.



March 02, 2018
In accordance with Maryland Sewage Disposal and Subdivision regulations (COMAR and, the testing of those soils identified as “wet weather soils” was delayed from the normal start date of February 1.  Ground water levels were below normal and the requirement that “soil percolation tests and any other tests as may be required shall be performed at the time of year when the highest water table can be expected at the on-site sewage disposal area” was not satisfied.  Subsequent readings from monitoring wells indicate that water levels in some wet weather soils are still not at normal wet weather levels.  The exception to this are certain soils series in the North Western portion of the County.  For this reason, testing of soils in the following soil types may commence immediately:
Abbottstown (AbA, AbB)
Birdsboro (BfA, BfB, BfC)
Bucks (BuA, BuB)
Croton (CrA, CrB)
Klinesville (KaB, KaC, KbD)
Lewisberry (LeB, LeC, LeD)
Penn (PeA, PeB, PeC, PhA, PhB, PhC, PnA, PnB, PnC)
Raritan (RaA)
Reaville (ReA, ReB)
In the case of all other wet weather soils, testing will be delayed by at least one additional week.  Further delays will be considered on a week by week basis.
For scheduling, please contact the Environmental Health Specialist that reviewed your plan.  As usual, fees must be paid prior to scheduling percolation tests. 

Anyone who has questions should contact the Carroll County Health Department, Bureau of Environmental Health at (410) 876-1884.


Policy on Wet Weather Testing Deadline Why do some properties have to be tested during the wettest time of the year? Rain and snow can put a damper on most land developers’ plans. There are situations, however, where too little of the wet stuff can actually slow the development process. This happens where the proposed house lots or commercial sites will use septic systems and there is concern about lots of clay in the soil or a shallow water table. The reason for this has to do with the way a septic system is designed. Septic systems are designed according to the soil in which they will be installed. You have to answer two questions when you evaluate soils for septic systems. First, how fast will liquid percolate, or seep, into the soil? Second, how deep do the good soils go beneath the septic system’s gravel trench or sand mound? The wetter the soil, the slower liquid will pass through it. This is why soil must be wet all the way through before you record a percolation rate. In most soils, this is done at the time of testing by letting some of the water used for testing soak into the soil Soils with a lot of clay, however, may need weeks of rainfall or snowmelt before you can tell how they will really function during the wettest time of the year. That’s because clay particles swell very slowly over time. While a test in these soils may appear to pass during the summer months, it may fail miserably in March or April. It would be a mistake to install a system based on such a misleading test. It could lead to a failing system and a major headache for the property owner. Concerning the depth of good soils, Maryland regulations recognize that at least four feet of good filtering soil are needed to clean up the sewage effluent (the liquid portion of sewage) from a septic system. When you have four feet of good soils between your septic system and the water table, groundwater should not become contaminated. In much of our county, water tables are rather deep. However, in low areas, near streams, and in certain types of soils, water tables are much closer to the surface and seasonal fluctuation can present a problem. It is not unusual for a water table to rise five or more feet in the winter and spring. Here, too, soil evaluations conducted in the summer or fall will not reveal the full picture and poor timing could also lead to system failure. Based on these concerns, Maryland regulations require that percolation tests “be performed at the time of year when the highest water table can be expected at the on-site sewage disposal area.” Where water tables are deep and the soils are not very clayey, tests can be run year round. Other sites, however, are restricted to the wet weather testing season. Generally, this time period is considered to be February 1 through April 15. These dates are fine-tuned each year based on water table levels and how much it has rained or snowed. In a very wet year, testing may start earlier than February and/or go beyond April 15. On the other hand, if there has not been enough precipitation, the wet weather season could be shortened or cancelled. If someone wants to run percolation tests on their property, they must have a surveyor send a plan of that property to the Health Department. Since the wet weather season is so short, there is a deadline for getting these plans in. If a developer or property owner wants to have their property evaluated during the wet weather season, their surveyor must get the proper plans to the Health Department by February 28 of the same year. Developers should submit their plans well before the deadline. This will help in two ways. First, if there are problems, there is time for the Health Department to review the plan and send its comments to the surveyor. The surveyor can then send a corrected version of the plan back to the Health Department. Also, it is not unusual to encounter problems with wet weather soils. Sometimes things do not work out as everyone had hoped and it is necessary to regroup and try again. So a second benefit to getting plans in early is that testing can be scheduled as early as possible in the wet weather season. If things do not go well, there should be time for the surveyor to revise the plan, get it back to the Health Department before February 28, and get approval to run more percolation tests. Anyone who has questions about wet weather soils or the wet weather testing period can contact the Carroll County Health Department’s Bureau of Environmental Health. Bay Restoration Fund Grants Section under construction Use and Occupancy Permits Section under construction Forms