In Re Unified Buddhist Church, Inc.

2006 VT 50, 904 A.2d 1139, 180 Vt. 515, 2006 Vt. LEXIS 141
CourtSupreme Court of Vermont
DecidedJune 9, 2006
Docket05-205
StatusPublished
Cited by10 cases

This text of 2006 VT 50 (In Re Unified Buddhist Church, Inc.) is published on Counsel Stack Legal Research, covering Supreme Court of Vermont primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re Unified Buddhist Church, Inc., 2006 VT 50, 904 A.2d 1139, 180 Vt. 515, 2006 Vt. LEXIS 141 (Vt. 2006).

Opinion

¶ 1. The Lull’s Brook Watershed Association, Inc., Sterling and Marion Monk, and Peter Gordon, * collectively appellants, appeal from an order of the Water Resources Board affirming the issuance of an amended indirect discharge permit for a new sewage treatment system to applicant Unified Buddhist Church, Inc. (“UBC”) by the *516 Agency of Natural Resources. Appellants argue that the Board erred in dismissing their appeal because a genuine issue of material fact remains as to whether UBC’s amended permit application raises water quality impact issues that the Board should have addressed. We hold that the Board properly granted summary judgment and affirm.

¶ 2. An indirect discharge is “any discharge to groundwater.” 10 V.S.A. § 1251(15). An indirect discharge of more than 6,500 gallons per day requires a permit from ANR. See id. §§ 1259(e), 1263(a). This case involves three ANR indirect discharge permits, an original permit and two amendments. Only the second amendment was appealed to the Board. All the permits relate to a UBC project to build a monastery and meditation center, together called the Dharma Center, on its property in Hartland, Vermont. The permits authorize UBC “to indirectly discharge treated domestic sewage from a wastewater system serving the Dharma Center to the ground water and indirectly into Lull’s Brook.”

¶ 3. The basic permit for the waste disposal system, Indirect Discharge Permit No. ID-9-0271, was issued on July 31, 2001. The system was designed to treat “domestic sewage” and was equipped to handle a disposal capacity of 15,000 gallons per day. The system was described as “consisting of septic tankage, a recirculating textile coupon filter pretreatment system, pump station and a leach-field disposal area.” It was designed in accordance with the Treatment Index Method, a method specifically authorized by the ANR Indirect Discharge Rules § 14^903(a)(l), 7 Code of Vermont Rules 12 033 003-52 (July 2003). The Treatment Index Method “is a presumptive method of demonstration that a proposed subsurface disposal system that complies with the required treatment index is presumed to comply with the Aquatic Permitting Criteria and the Vermont Water Quality Standards.” Id. The permit stated that “[cjomplianee with the Aquatic Permitting Criteria was demonstrated by using the Treatment Index Method.”

¶ 4. The system was designed by an approved engineer, and the permit required that it be constructed as designed. The permit did not regulate the Dharma Center facilities that generated the waste, but the record indicates that UBC intended to use flush toilets in its buildings. The permit did, however, require UBC to obtain a ‘Water Supply and Wastewater Disposal Permit ... for all buildings.” See 10 V.S.A. §§1971-1980 (providing applicability and requirements of Potable Water Supply and Wastewater Disposal Permit).

¶ 5. The indirect discharge permit required the system to be operated

in a manner that will (1) not permit the discharge of sewage onto the surface of the ground; (2) not result in the surfacing of sewage; (3) not result in the direct discharge of sewage into the waters of the State; (4) not result in a violation of the Water Quality Standards; and (5) not result in a significant alteration of the aquatic biota (SAAB).

The permit also required UBC to employ a certified wastewater facility operator and to regularly sample the waterflow at various points in the system and in Lull’s Brook for numerous characteristics and chemicals. These data must be regularly submitted to ANR.

¶ 6. The basic permit was not appealed, and the facilities that were to use the wastewater disposal system were not constructed. UBC subsequently filed an application to amend the basic permit to reduce the total allowed waste flow from 15,000 to 9,500 gallons per day and to make other modifications to the waste disposal system because of the lesser *517 flow. Apparently in order to reduce the quantity of waste sufficiently, UBC planned to use composting toilets in place of flush toilets. The record indicates that the wastewater volume can be reduced by forty percent if the toilets are composting.

V 7. The Agency issued the amended permit, Indirect Discharge Permit No. ID-9-0271-1, on May 20, 2003. The amended permit differs from the basic permit only in the disposal quantity and the description of the system, which was changed to “sewage treatment system consisting of septic tankage, pump stations and a leaehfield disposal area.” Again, the permit was not appealed, and again the facilities linked to the permit were not constructed.

¶ 8. On August 17, 2004, UBC filed an application to amend the amended permit. On December 2, 2004, ANR issued the second amended permit, Indirect Discharge Permit No. ID-9-0271-2. The second amended permit states that it is a “permit amendment,” that ANR approved a change to the location and an increase in size of the Main House septic tank, and that “[n]o other substantive changes have been made to the permit.” It also references the history in part, stating that compliance with Aquatic Permitting Criteria had been demonstrated in the earlier permit review by using the Treatment Index Method, but that there had been a review of engineering plans for this amendment under the technical design standards of the indirect discharge rules. In all other relevant respects, the second amended permit is identical to the first amended permit.

¶ 9. Although the second amended permit authorized a waste volume of 9,500 gallons per day, the same volume as the first amended permit, UBC intended to stay under the volume level by eliminating some camp sites and thereby lowering the guest capacity of the center, rather than using composting toilets. This change is at the heart of the appeal to the Board and this Court. ANR consistently took the position that the use of flush, rather than composting, toilets was irrelevant to its review of the second permit amendment. Appellants asserted that the change in type of toilet was significant because a wastewater system servicing composting toilets would treat only “gray water,” commonly defined as wastewater from sinks, showers, laundry, etc., whereas a system servicing flush toilets would treat both gray water and “black water,” commonly defined as wastewater containing human waste. As a result, appellants argue that UBC’s toilet conversion will have a negative impact on the pollution flowing into the groundwater, and eventually into Lull’s Brook, and that ANR was required to evaluate this impact in deciding whether to issue the permit.

¶ 10. Appellants appealed the issuance of the second amended permit to the Board. They claimed that the change from composting toilets to flush toilets required ANR to do a new complete review of UBC’s proposal to ensure that the proposed system will comply with the Vermont Water Quality Standards. They sought denial of the amended permit application or a remand to ANR for proper review. ANR moved to limit the scope of appeal, and UBC moved for partial summary judgment pursuant to Water Resources Board Rule of Procedure 36.

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2006 VT 50, 904 A.2d 1139, 180 Vt. 515, 2006 Vt. LEXIS 141, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-unified-buddhist-church-inc-vt-2006.