Ainjar Trust v. Department of Environmental Protection

806 A.2d 482, 2002 Pa. Commw. LEXIS 678
CourtCommonwealth Court of Pennsylvania
DecidedAugust 28, 2002
StatusPublished
Cited by9 cases

This text of 806 A.2d 482 (Ainjar Trust v. Department of Environmental Protection) is published on Counsel Stack Legal Research, covering Commonwealth Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ainjar Trust v. Department of Environmental Protection, 806 A.2d 482, 2002 Pa. Commw. LEXIS 678 (Pa. Ct. App. 2002).

Opinion

*484 OPINION BY

Senior Judge MIRARCHI, Jr.

The Ainjar Trust, John 0. Vartan, Trustee (Vartan) petitions this Court to review an order • of the Environmental Hearing Board (Board) affirming the approval by the Department of Environmental Protection (DEP) of a sewage planning module for a proposed development. We affirm.

Vartan owns a tract of land in Susquehanna Township (Township) adjacent to a proposed residential development called Margaret’s Grove, which is to be developed by The McNaughton Company (McNaughton). Vartan is a competing developer, who opposes the sewage planning module proposed by McNaughton for Margaret’s Grove. A sewage planning module is essentially a revision to a township’s existing sewage facilities plan, in this case, one that contemplates additional connections and flows from the new development. Both the Township and DEP approved the module, which would add an additional 49,290 gallons per day (GPD) from the development to the Township’s existing public sewage system. Vartan appealed from the DEP’s decision to approve the module, and the matter was heard by the Board. After six days of hearings, and the compilation of a huge record, the Board dismissed Vartan’s appeal. The Board’s 155 findings of fact are modestly summarized as follows.

The main lines of public sewerage involved in this matter are the Paxton Creek Interceptor and its two tributaries, the North and East Branches. These branches join to create a “Y” type construction that forms the interceptor. The module contemplates that sewerage from Margaret’s Grove will be fed into the North Branch of the interceptor, flowing through the interceptor for eventual treatment at the Harrisburg Sewage Treatment Plant. More specifically, it contemplates that the Margaret’s Grove sewer lines would connect to existing sewer facilities by gravity flow to an existing sewer line at Pheasant Hill Manhole 12-8 via an eight-inch sewer line.

McNaughton’s original proposal was for a module to service 290 equivalent dwelling units (EDUs). An “equivalent dwelling unit” is a unit of measurement for volume of sewage flow, and typically one EDU will correspond to one residence. The Township zoning officer determined that all components required by a “Municipal Checklist” were present in the module. The module then was reviewed by Township Authority for technical review. The Township Authority, in turn, sent the module to CTE Engineering Services (CTE) under its contract with CTE for engineering support. CTE concluded that the Township system has sufficient capacity to accept the additional 49,290 GPD contemplated by the module. The Board accepted this opinion as fact. Finding of Fact No. 32.

The module was then modified several times as a result of the review process with the Township regarding the module and the land development process generally. The number of EDUs to be served was reduced to 186, including 156 residential units and 30 units for a proposed clubhouse. The projected GPD for each EDU were reduced from 400 GPD to 265 GPD. On August 12, 1999, the Township approved the module in its modified form, and the module was then forwarded to the DEP for its approval. ■

The DEP determined that the module conformed to the Township’s “Act 537” sewage plan. 1 In coming to this determi *485 nation, the DEP considered several factors. First, the DEP noted that wetlands were located in the proposed Margaret’s Grove development and that other DEP permits may be required prior to any construction “if encroachment to streams or wetlands will result.” Finding of Fact No. 65. Second, the DEP considered the fact that future development of Margaret’s Grove and surrounding areas could ultimately raise the EDU level to 1600. McNaughton was seeking approval for a module that would service only its currently proposed development, which development will occupy only a portion of its property. McNaughton previously contemplated proceeding with a larger development. The DEP noted in its approval that if McNaughton desired the construction of anything larger than an eight-inch connecting sewer line, then it would be required to submit additional plans and obtain additional permits before construction could proceed in Margaret’s Grove.

The DEP also determined, as affirmed by the Board, that the module is consistent with its Chapter 94 regulations, 25 Pa. Code, Chapter 94, pertaining to municipal wasteload management. A Chapter 94 consistency determination is a part of every DEP review of an “Act 537” module submission. Finding of Fact No. 72. See also 25 Pa.Code § 94.14. As part of its review, the DEP considered whether the existing sewerage facilities were in an “existing hydraulic overload” or a “projected hydraulic overload.”

A hydraulic overload is defined as: .“The condition that occurs when the monthly average flow entering a plant exceeds the hydraulic design capacity for 3-consecutive months out of the preceding 12 months or when the flow in a portion of the sewer system exceeds its hydraulic carrying capacity.” 25 Pa.Code § 94.1. 2 If an existing overload is present, then the “permittee of the sewerage facilities,” in this case, the Township Authority, shall (1) prohibit new sewer connections, except under certain circumstances; (2) immediately begin to plan and build additional sewerage capacity; and (3) submit to DEP for its review and approval, a corrective action plan (CAP). 25 Pa.Code § 94.21. If, however, an overload within the next five years is only “projected,” then the permittee of the sewerage facilities shall (1) submit to the DEP a CAP within 90 days from the date of DEP’s notification of the projected overload, and (2) limit new connections to and extensions of the sewerage facilities based upon remaining available capacity pursuant to the CAP. 25 Pa.Code § 94.22. The manner by which DEP determines whether there is either an existing or a projected overload is from annual reports submitted by permittees as required by 25 Pa.Code § 94.12.

By letter dated January 5, 1999, DEP notified the Township Authority that based on its most recent annual report, the North Branch of the Paxton Creek Interceptor is in a projected overload status. The letter directed the Authority to (1) submit a CAP within 90 days, indicating how the Authority will prevent the Paxton Creek Interceptor from becoming overloaded, and (2) limit new sewer connections based on available capacity and the CAP. The Township submitted its CAP on March 5, 1999, and passed a resolution limiting future sewer connections.

*486 The module submitted to DEP includes a section completed by the Township Authority regarding whether the module is consistent with Chapter 94, and it asks the Authority to state whether the proposed sewer extensions and tap-ins will create a hydraulic overload within five years on any existing collection or conveyance facilities that are part of the existing system. In completing this section, the Authority set forth the average and peak sewage flows for the Paxton Creek Interceptor. The “Design and/or Permitted Capacity” table indicates that the average conveyance flow of the interceptor is 5.7 million gallons per day (MGD) and that its peak flow is 14.2 MGD.

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Bluebook (online)
806 A.2d 482, 2002 Pa. Commw. LEXIS 678, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ainjar-trust-v-department-of-environmental-protection-pacommwct-2002.