July-August 2008

Regulating Septic Systems Under NPDES Stormwater Discharge Permits

Or, looking at illicit discharges in a whole new way

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By Elizabeth M. Dietzmann

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Most of you reading this column will have no idea who I am. I am an attorney—but don’t stop reading! I practice almost exclusively in the areas of utility law, so I might actually have something to say that you might be interested in reading. I primarily focus on drinking water, wastewater, and stormwater issues. In the wastewater arena, I happen to do lots of specialized work with septic systems and clustered or small community wastewater systems (also called “decentralized” systems by the EPA). I also have a whole different set of clients who manage stormwater. I cannot honestly say that I have ever mixed the two client sets. The stormwater guys/gals are located in public works. The septic system guys/gals are located in utility or health departments. Unless their residence is connected to a septic system, the stormwater folks couldn’t tell you why a site failed a perc test or how a septic system is designed. And unless their driveway was flooded by a blocked culvert, the septic system folks don’t know what a hundred-year storm event is. OK, that is somewhat of an exaggeration, but the point is a valid one. Stormwater folks just don’t deal with septic systems on a regular basis and vice versa. But all that may change, because one of the hot topics emerging in stormwater is septic systems.

For those of you who may not track hybrid stormwater/septic system issues, there are some interesting developments afoot in EPA Region 2 that have the potential to make septic systems number 2 with a bullet on the stormwater Top 40 list. (Number 1 on the Top 40 being the iterative development of water-quality standards for stormwater vis-à-vis total maximum daily loads [TMDLs].)

New York’s new MS4 general permit now mandates that that some jurisdictions (around 20 municipalities and three counties) develop management plans for septic systems as part of the IDDE (illicit discharge detection and elimination) plan under the minimum control measures. I understand that the implications of this might be hard to grasp unless, like me, you work with both septic systems and stormwater on a daily basis. And you stormwater experts will know that it isn’t as if septic systems have never been part of an IDDE plan. Traditionally, if an outfall inspection indicated that there was septic system runoff entering the stormwater, then the local government was required to address that as an illicit discharge—“illicit discharge” here being defined as any discharge to a storm drain system that is not composed entirely of stormwater except discharges pursuant to an NPDES permit and discharges resulting from firefighting activities (40 C.F.R. Sec. 122.26(b)(2)).

This IDDE septic system management requirement is a different sort of animal, and, so far, it is the first time I have come across it. It is directed at the watershed identified as “New York City east of the Hudson Watershed.” The link to the permit and supporting documentation, for those of you who are having trouble sleeping at night, is http://www.dec.ny.gov/chemical/8468.html.

For the rest of you, I have excerpted the septic system management language. Originally, the language in the draft permit required that as part of a stormwater management plan (SWMP) for IDDEs, all permittees within this watershed were required to:

b. Develop, implement and enforce a program that requires property owners to inspect, repair and/or replace failing septic systems that are tributary to the small MS4 by December 31, 2009. This should include the adoption of a local law or ordinance that is equivalent to the “Model Local Law to Prohibit Illicit Discharges, Activities and Connections to Separate Storm Sewer System” prepared by the Department and dated April 2006, as required by part VII.A.3(f) or VIII.A.3(f) above. However, the law must include the optional Sections 2.5, 2.9, 7, 8.2, and 9.2.

This language was problematic at best, and numerous consultants had the good sense to advise their local government clients that this was a huge unfunded mandate, dealing with a potentially explosive political issue. At a minimum, no one had any idea what “septic systems that are tributary to the small MS4” meant. And the required language in the model local law was fraught with implementation problems. The relevant sections of the model local law are set out below and were to be adopted by “those municipalities that are regulating failing individual sewage treatment systems to address Special Conditions or water resource objectives.” First, some mandatory definitions:

2.5 Design professional. New York State licensed professional engineer or licensed architect.

2.9 Individual Sewage Treatment System. A facility serving one or more parcels of land or residential households, or a private, commercial or institutional facility, that treats sewage or other liquid wastes for discharge into the groundwaters of New York State, except where a permit for such a facility is required under the applicable provisions of Article 17 of the Environmental Conservation Law.

The model language continued:

Section 7.  PROHIBITION AGAINST FAILING INDIVIDUAL SEWAGE TREATMENT SYSTEMS

No persons shall operate a failing individual sewage treatment system in areas tributary to the municipality’s MS4. A failing individual sewage treatment system is one which has one or more of the following conditions:

7.1 The backup of sewage into a structure.

7.2 Discharges of treated or untreated sewage onto the ground surface.

7.3 A connection or connections to a separate stormwater sewer system.

7.4 Liquid level in the septic tank above the outlet invert.

7.5 Structural failure of any component of the individual sewage treatment system that could lead to any of the other failure conditions as noted in this section.

7.6 Contamination of off-site groundwater.

Section 8. PROHIBITION AGAINST ACTIVITIES CONTAMINATING STORMWATER

8.2 Such activities include failing individual sewage treatment systems as defined in Section 7.

9.2 Individual Sewage Treatment Systems—Response to Special Conditions Requiring No Increase of Pollutants or Requiring a Reduction of Pollutants

Where individual sewage treatment systems are contributing to the municipality’s being subject to the Special Conditions as defined in Section 2 of this local law, the owner or operator of such individual sewage treatment systems shall be required to:

9.2.1 Maintain and operate individual sewage treatment systems as follows:

1. Inspect the septic tank annually to determine scum and sludge accumulation. Septic tanks must be pumped out whenever the bottom of the scum layer is within three inches of the bottom of the outlet baffle or sanitary tee or the top of the sludge is within ten inches of the bottom of the outlet baffle or sanitary tee.

2. Avoid the use of septic tank additives.

3. Avoid the disposal of excessive quantities of detergents, kitchen wastes, laundry wastes, and household chemicals; and

4. Avoid the disposal of cigarette butts, disposable diapers, sanitary napkins, trash and other such items.

Most tanks should be pumped out every two to three years. However, pumping may be more or less frequent depending on use. Inspection of the tank for cracks, leaks and blockages should be done by the septage hauler at the time of pumping of the tank contents.)

9.2.2 Repair or replace individual sewage treatment systems as follows:

1. In accordance with 10NYCRR Appendix 75A to the maximum extent practicable.

2. A design professional licensed to practice in New York State shall prepare design plans for any type of absorption field that involves:

  1.  Relocating or extending an absorption area to a location not previously approved for such.

  2. Installation of a new subsurface treatment system at the same location.

  3.  Use of alternate system or innovative system design or technology.

3. A written certificate of compliance shall be submitted by the design professional to the municipality at the completion of construction of the repair or replacement system.

As someone who has written and implemented comprehensive septic system management plans, I find this woefully inadequate from a technical perspective. A most cursory reading of the language presents problems. Just imagine requiring either a P.E. or an architect to design a new drainfield for a failing septic system and then getting him or her to agree to file a written certificate of compliance afterward. That just isn’t going to happen. Even if an architect had any idea how to do that, or a homeowner could afford to hire a P.E. to design an advanced treatment system, would either of them be willing to accept the liability for the installer who does the actual work? Doubtful. Doesn’t happen in any state that I am familiar with.

In addition, the only way even to find the outlet baffle or the sanitary tee on an old septic tank (if the home- owner has any idea where the tank is even located) is to excavate the tank. The same goes for detecting leaks and cracks. A typical homeowner is simply not going to do this, and the typical public works department managing stormwater is not going to be able to police all of these systems. Let’s face it—they aren’t even going to know where the septic systems are all located. In addition, the maintenance and operations requirements do not even address the drainfield issues—just the tank pumpouts.

So the draft permit and the model ordinance were both too narrow and too broad, and they engendered a host of public comments. In response, the New York Department of Environmental Conservation changed the language in the permit and may or may not have dropped the model ordinance. (That is still unclear and in my conversations with the NYDEC, no one in the program office could tell me for sure if local governments were still required to use the special language in the model ordinance. Let’s just say that it remains a gray area for now.)

And the new, kinder, gentler permit language is equally puzzling, even to a lawyer. Here is the language from the final permit (p. 58):

b. Develop, implement and enforce a program to ensure that onsite wastewater treatment (septic) systems are inspected and, where necessary, maintained or rehabilitated at a minimum frequency of once every three years. Program development shall include the establishment of the necessary legal authority to implement the program.

Now, there is no reference to the model ordinance, and local governments are required “to establish necessary legal authority to implement the program.” I have no idea what that really means, but I do not envy the stormwater program officials who are expected to go to their local governments and get them to enact ordinances that will give them the authority to comprehensively manage septic systems and require that home- owners pay for mandatory pumpouts and repairs.

This final permit still presents huge policy and budget obstacles. Don’t get me wrong—I am all in favor of managing septic systems. This language just misses the boat on so many levels. Plus, I am not even close to being convinced that stormwater managers should be required to jump into the septic system management business. Comprehensive management of septic systems is a political hot potato that many of my clients have struggled with over the years at the local level. As noted by a local consultant in the public comments that were offered, there are issues involved with regulation of onsite septic systems, beyond merely pumping tanks that were not addressed in the permit or the model IDDE law. Because these issues were not addressed, the true cost of implementing a program was not represented. It is kind of an unknown as well as an unfunded mandate. Or, as my friend in the Navy says of intelligence operations, “We don’t know what we don’t know.”

The permit is still essentially requiring that MS4s become management entities for onsite septic systems. The language in the permit fails to recognize the administrative capacity required at the MS4, county, and state levels necessary to ensure compliance with a program. The permit fails to recognize the integral part that the New York City Department of Environmental Protection, state, and county health department must play in a comprehensive septic system management program. The permit fails to recognize the capacity and capability required from the private sector to perform the management tasks, both from a physical standpoint and the level of training needed. How will septage haulers be trained in order to comply with the requirements of a new program? How are they trained now? Are there enough P.E.s who know how to design these systems? What design standards must be followed? The permit also fails to recognize the level of effort that will be required to obtain the voluntary cooperation of landowners or the legal authority required to enforce a program.

The MS4 general final permit is effective May 1, 2008, and it seems that some of the public comments made by consultants and local governments did in fact register. The permit is a two-year permit rather than the typical five-year permit, which is unusual. The permit also includes a “consultation” process with those groups that provided initial public comments. That in itself is a very interesting development, because I’ve never seen a similar process contained in an MS4 general permit.

The “consultation” process is outlined below (DOI means date of issuance of the permit).

  • 1 month from DOI: The department will frame selected issues for discussions, and provide a description of those issues to interested parties who timely submitted comments on the draft general permits.
  • 3 months from DOI: The department will begin holding monthly meetings with interested parties who timely submitted comments on the draft general permits to discuss the selected issues.
  • 12 months from DOI: The department will share proposed modifications to the general permits with interested parties who timely submitted comments on the draft general permits for informal review.
  • 15 months from DOI: Last monthly meeting is held.
  • 18 months from DOI: The department will issue proposed modifications to the general permits for public comment.
  • 24 months from DOI: Proposed modified general permits will be issued and become effective.

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Ultimately, it appears that this final permit is still really a de facto draft permit and will likely be undergoing continued modification during the next two years. It certainly bears watching during this period. If this trend catches on in other parts of the country, stormwater managers could be forced to deal with the huge burden of comprehensive management of septic systems—a challenge that their counterparts in wastewater have struggled with for years.

This is not the only part of the country where septic systems are becoming part of stormwater. Join me in my next column when I discuss the mystery surrounding Region 5 and the Illinois EPA’s development (or not) of a general permit covering discharging onsite systems. It is equally puzzling.


Author's Bio: Elizabeth M. Dietzmann is an attorney practicing in Virginia.

What Do You Think?

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amatricardi

July 10th, 2008 9:43 AM PT

I'm not sure what the point of this article is. Is addressing serious water pollution issues like IDDE a bad thing? I think the author is missing the big picture on this one. What I get out of it is something I have felt since the NYSDEC rolled out their Phase 2 SPDES stormwater general permit in 2003. Namely, that it is very narrow minded and a misdirected priority to have focused so heavily on MS4 stormwater pollution while we still have several more serious water pollution problems. As a nation we are now spending billions on the stormwater program while we still have not adequately addressed and funded elimination of CSO's, SSO's, CAFO discharges and IDDE. It's a little ridiculous to be enforcing a SWPPP on one site when right next door there is a failed leach field or sand filter or a SSO that is discharging untreated wastewater right into the same ditch or creek. So, maybe the NYSDEC is actually getting out in front of this one. I really never did see how you can address one and not the other. As a NYSPE I don't see any problem with it. What is a "stormwater professional" or "stormwater manager" anyway? Don't most engineers do both stormwater and wastewater? The regulating agencies created "engineer lite" certifications like CPESC and CPSWQ to appease non-engineer types (soil scientists, biologists) and lobby groups who felt it costs too much money to hire a licensed professional. The "design professional" is really the only one qualified to handle both stormwater and wastewater issues. If the "stormwater professional" is not qualified to address wastewater issues then I guess they should go back to college and get proper training if they want to become involved in the total solution. I don't know how things are in Virginia. But in New York, Vermont and New Hampshire PE's monitor, observe and certify construction of on-site wastewater treatment and disposal systems, and all other types of construction, every day. We don't do it for free either. The cost of all this stuff gets passed on to the owner. Are these unfunded mandates? Of course, just like the stormwater program, ADA accessibility, wetlands, historic preservation, and many other programs. Nobody has any money for these things. Could the regulations be written better? Are they full of ambiguities? Of course, just like all new regulations. It's the "throw it at the wall and see if it sticks" approach. After a few rounds of modifications it all eventually "comes out in the wash", if you wait long enough. If the author is puzzled by all this then maybe she needs to stick to practicing law.

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