Holmes v. Charlestown Zoning Bd

CourtSuperior Court of Rhode Island
DecidedMarch 26, 2010
DocketC.A. No. WC 2008-0387
StatusPublished

This text of Holmes v. Charlestown Zoning Bd (Holmes v. Charlestown Zoning Bd) is published on Counsel Stack Legal Research, covering Superior Court of Rhode Island primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Holmes v. Charlestown Zoning Bd, (R.I. Ct. App. 2010).

Opinion

DECISION
This matter is before the Court on the appeal of Gregory G. Holmes ("Holmes") from a decision of the Charlestown Zoning Board of Review (the "Board"). On July 17, 2007, Holmes sought a special-use permit pursuant to Sections 218-25 and 218-87 of the Town of Charlestown Zoning Ordinance (the "Ordinance") to install an individual sewage disposal system ("ISDS") for a three bedroom residential home less than one hundred (100) feet from a wetland within a flood zone. The Board's decision issued on May 6, 2008, denied Holmes' request for a special-use permit to install an ISDS citing concerns over surface water management. Principally, Holmes contends the Board's decision is an abuse of discretion because the Board required him to design a storm water management plan for a one hundred (100) year storm event, when the Town of Charlestown (the "Town") has no specific regulations or local standards for the control or maintenance of surface water. On May 19, 2008, Holmes filed the instant, timely, appeal to this Court. Jurisdiction in this Court is pursuant to G.L. 1956 § 45-24-69. *Page 2 For the reasons set forth herein, this Court reverses the Board's decision.

I
Facts and Travel
Holmes is the owner of a parcel of property located on Old West Beach Road in Charlestown, Rhode Island, more specifically identified as Assessor's Map 2, Lot 108 (the "Property"). The Property is located near the shoreline, approximately 500-600 feet from the Atlantic Ocean, and adjacent to the "Central Beach" area of Charlestown. The Property is approximately 1.32 acres in size and located in a 2 acre zoning district, but is a legal non-conforming lot of record. At the time of the application for the special-use permit, the Town assessed the Property at $629,900. The Property, along with the contiguous developed area, is located within a flood zone, mapped by the Federal Emergency Management Agency. The Property is located in an area of forested wetlands. As a result, the proposed ISDS is located within the vicinity of two wetlands. One wetland is located approximately 180 feet away from the ISDS and therefore meets the Town's one hundred (100) foot setback requirement. A second wetland is located across Old West Beach Road to the west, seventy-eight feet away from the proposed septic system, less than the one hundred (100) feet required by Section 218-87 of the Ordinance, requiring a special-use permit.

Prior to applying to the Board, on October 26, 2006, Holmes received a permit from the Rhode Island Department of Environmental Management ("DEM") to install an "alternative/innovative" septic system known as the ADVANTAX AX20. The ADVANTAX AX 20 is a denitrification system.1 DEM's approval of the ISDS included the grant of a variance *Page 3 to locate the septic system within a flood plain. After securing permission from DEM, Holmes filed an application for a special-use permit with the Town to locate the ISDS closer than one hundred (100) feet to a wetland and within a flood zone. Holmes' application for a special-use permit commenced on July 17, 2007, and additional hearings were held on November 8, 2007, November 29, 2007, January 29, 2008, February 28, 2008, and May 6, 2008. After the conclusion of the first hearing, Richard T. Stabnick, Sheryl Stabnick, Jennifer Joy Stabnick, Courtney Claire Stabnick, and Ferdie Bettinger (the "Intervenors") acquired counsel to represent their objections to the special-use permit. At the final hearing on May 6, 2008, the Board denied Holmes' petition for a special-use permit, because two Board members failed to approve the application.2

At the hearings, Holmes presented four witnesses, all accepted by the Board as experts in their respective fields: Joseph Frisella ("Frisella"), civil engineering; Linda Steere ("Steere"), wetlands; Dr. Daniel Urish ("Urish"), hydrology; and Edward Caswell ("Caswell"), a certified real estate appraiser. The Intervenors presented two witnesses, both of whom were accepted as experts in their respective fields: Stanley Szczsponik ("Szczsponik"), civil engineering; and Susan Moberg ("Moberg"), wetlands. Additionally, at the November 8, 2007 hearing, the Board introduced Richard Pastore ("Pastore") as its own expert "to give advice in cross-examining, his opinion as far as the ISDS systems and such."

At the July 17, 2007 hearing, Holmes first presented testimony from Joseph Frisella. *Page 4 Frisella estimated that he had designed over 6,000 septic systems during the course of his career and that in excess of one hundred (100) of those were "alternative/innovative" systems. He also testified extensively as to the denitrification that occurs within these systems and how that effects the environment. Frisella also explained that these systems have an operations and maintenance agreement requirement as part of DEM approval. These operations and maintenance agreements provide for regular inspections and upkeep. Additionally, Frisella testified to each of the criteria under Section 218-87, with the exception of the direction of groundwater flow and location of wetlands.3

At the hearing on November 8, 2007, Holmes continued with testimony from Frisella regarding a storm water management plan, which he prepared to illustrate that surface water drainage would be adequately handled on the Property. Frisella also testified that the Town has no specific published criteria for the creation of a storm water management plan. As such, he testified that in order to create a storm water management plan, one must first know the characteristics of the site, including size, slope, soils, and amount of fill. After determining that information, the designer then selects a type of stormevent (i.e. a two (2) year storm, ten (10) year storm) and determines the amount of existing runoff for the site. Next, the developer determines the increase in runoff which would result from the site being developed with the proposed improvements. For this hearing, Frisella prepared calculations for a two (2) year, twenty-four (24) hour storm event, as well as a twenty-five (25) year, twenty-four (24) hour storm event. According to Frisella, the additional runoff created on the Property post-development under a two (2) year storm would be 684 cubic feet of water. For the twenty-five (25) year storm event, the additional runoff would be 917 cubic feet of water. Frisella then *Page 5 detailed how the storm water management plan would accommodate the extra water.

After presenting the facts concerning the two (2) and twenty-five (25) year storms, a member of the Board inquired as to why Frisella failed to design a storm water management plan for a fifty (50) or one hundred (100) year storm. Pastore then suggested:

I'd like to say that it's common practice that a 100-year storm be analyzed in pre and post-development. I have not reviewed this yet. To be conservative, and the understanding in the area that we are in and some other aspects that we'll get into with respect to this, I think, as he says, there's the ability to accommodate the 100-year storm, which is common in other communities, that there's no reason why, perhaps, you shouldn't entertain that idea.

At this point in time, Holmes' counsel reminded the Board that the Town had no published criteria for storm water designs.

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Bluebook (online)
Holmes v. Charlestown Zoning Bd, Counsel Stack Legal Research, https://law.counselstack.com/opinion/holmes-v-charlestown-zoning-bd-risuperct-2010.