J.A. Ciferno and S.R. Ciferno, h/w v. The ZHB of the Twp. of Rostraver

CourtCommonwealth Court of Pennsylvania
DecidedJuly 5, 2017
DocketJ.A. Ciferno and S.R. Ciferno, h/w v. The ZHB of the Twp. of Rostraver - 1065 C.D. 2016
StatusUnpublished

This text of J.A. Ciferno and S.R. Ciferno, h/w v. The ZHB of the Twp. of Rostraver (J.A. Ciferno and S.R. Ciferno, h/w v. The ZHB of the Twp. of Rostraver) 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
J.A. Ciferno and S.R. Ciferno, h/w v. The ZHB of the Twp. of Rostraver, (Pa. Ct. App. 2017).

Opinion

IN THE COMMONWEALTH COURT OF PENNSYLVANIA

John A. Ciferno and Sharon R. : Ciferno, Husband and Wife, : Appellants : : v. : No. 1065 C.D. 2016 : Argued: April 6, 2017 The Zoning Hearing Board of the : Township of Rostraver :

BEFORE: HONORABLE RENÉE COHN JUBELIRER, Judge HONORABLE PATRICIA A. McCULLOUGH, Judge HONORABLE ANNE E. COVEY, Judge

OPINION NOT REPORTED

MEMORANDUM OPINION BY JUDGE COHN JUBELIRER FILED: July 5, 2017

John A. Ciferno and Sharon R. Ciferno, Husband and Wife (Landowners), appeal from the Order of the Court of Common Pleas of Westmoreland County (common pleas), which affirmed the Decision of the Zoning Hearing Board of the Township of Rostraver (Board). The Board found Landowners’ evidence did not adequately certify the stability of a newly-altered slope on Landowners’ property (Property) or support Landowners’ request for variances from the provisions of the Zoning Ordinance of Rostraver Township (Ordinance) related to slopes. In their appeal to this Court, Landowners argue the Board: (1) imposed slope stability requirements that were unreasonable and not contained within the Ordinance; (2) capriciously disregarded their expert’s testimony certifying the stability of the slope; and (3) improperly denied their request for a variance from the Ordinance’s requirement that they construct a chain link fence along the top of the slope. Discerning no error or abuse of discretion, we affirm.

I. Background In the fall of 2014, Landowners purchased the Property, which is zoned B-2 Retail Business. The Property has a gravel-covered access road from Mt. Pleasant Road running downslope to a building pad that contains a storage building. The Property was wooded on the northern and southern sides, but Landowners removed the trees and brush from the Property. Landowners then “cut the toe of the slope and placed fill from the top of the slope adjacent to Mt. Pleasant Road, downward to the elevation of the building pad” to reduce the slope’s angle “near its top, to create a uniform line of the slope from top to bottom, and to clean up the Property.” (ZHB Decision, Findings of Fact (FOF) ¶ 3.) Landowners installed a guard rail along the top of the slope. Landowners were unaware that their actions were governed by the Ordinance. The Ordinance addresses, in relevant part, the grading of earth in excess of 5,000 feet and requires that: “[a]ll cut/fill slopes be benched”1 as set forth in the Ordinance; a cut or fill slope “shall not exceed a slope of 3[H]:1[V]” and, if it must do so, requires the property owner to obtain and file a soils report “prepared by a registered professional engineer certifying the slope’s stability”; and if a cut or fill slope exceeds 3H:1V and is higher than six feet, a minimum of a four-foot chain link fence must be erected along the entire length of 1 A “bench” is defined as “an area of level or gently sloping land with steep slopes above or below.” Webster’s Third New International Dictionary 202 (2002). “Benching . . . affects [the] stability” of a slope. (FOF ¶ 14(a).)

2 the top of the slope. (Ordinance § 195-70(D).) That winter the Township of Rostraver’s (Township) Zoning Enforcement Officer issued Landowners a Notice of Violation related to their re-grading of the Property. Landowners filed their variance request acknowledging that they had created a slope that exceeded the Ordinance’s grading requirements, but requesting variances because it was not feasible to have the 3H:1V slope required by the Ordinance. After a hearing, at which Landowners appeared pro se, they received a continuance to obtain a soils report from a qualified engineer to address the slope’s stability. Landowners retained Pennsylvania Soil and Rock Incorporated (Pa. Soil and Rock) to complete a geo-technical investigation and evaluation of the re- graded slope. At a second hearing, Landowners presented photographic evidence, Mr. Ciferno’s testimony, and the testimony of Kevin Brissette, a soils engineer with Pa. Soil and Rock, who was accepted as an expert in civil engineering. Mr. Brissette testified the generally-accepted safety factor for end of construction slopes is 1.3, although 1.5 has also been used, and the slope here was slightly above 1.3. Thus, he indicated the slope was stable in its current condition. Neighboring landowners presented their own testimony in opposition and questioned Landowners’ witnesses. That testimony included that Landowners had removed all of the trees from the Property, which remained bare for several months, and that there was a significant amount of rainwater that flowed from the Property onto a neighbor’s yard. (R.R. at 115-16, 120.) At the Township’s solicitor’s request, Landowners subsequently submitted a written soils report dated July 22, 2015, and signed by Mark Brashear, P.E., Project Engineer, also with Pa. Soil and Rock (Report). The Report included professional

3 opinions regarding the stability of the slope, potential improvements to the slope, drawings, maps, boring logs, and laboratory test data. The Report contained much of the same information as Mr. Brissette’s testimony, but also stated that “[t]he results of the stability analysis indicate that short term, the slope is stable and slope failure is not imminent.” (R.R. at 6.) The Report also contained suggestions on improving the slope’s long-term stability, including monitoring the slope and modifying the slope (one of which added benching to the slope), but noted that modification was made more difficult and expensive by the fact that the slope was already constructed. (R.R. at 6-7.)

II. Board’s Decision Based on the Report and Mr. Brissette’s testimony, the Board found the slope’s overall grade is between 2H:1V and 3H:1V, the slope’s safety factor is slightly above 1.3, a safety factor of 1.3 is a generally-accepted end of construction factor of safety, but that higher safety factors such as 1.5 are also used. The Board observed, citing the Report, that to maintain a safety factor of 1.5 on a 2H:1V fill slope, all of the factors that affect stability should be considered, including “slope geometry, benching, removal of organics, drainage, and the nature and compaction of fill material.” (FOF ¶ 10(d).) The Board recognized that, despite the Report’s recommendations, Landowners did not believe there was any need to improve the slope’s stability and took the position that the slope is stable as is, the Ordinance’s benching requirement is superfluous, and the guard rail installed is an adequate substitute for the required four-foot chain link fence along the top of the slope. (Id. ¶ 13.)

4 The Board found the Report was more complete and detailed than Mr. Brissette’s testimony. The Board concluded that, in “the short term, [Landowners’] slope is stable and slope failure is not imminent,” but observed that when it viewed the slope, “a tension crack was evident at the top of the cut slope in part of the slope area of concern.” (Id. ¶ 10(e), (f).) The Board explained that, although a 1.3 safety factor is generally accepted, that safety factor does not “adequately compensate[] for the slope’s 2H:1V slope, its lack of benching and presence of fill near the top of the slope,” and provided five additional reasons why that safety factor was not adequate. (Id. ¶ 14.) These reasons included: Landowners’ removal of all of the organics on the slope; the observable tension crack at the top of the cut slope that had already occurred within six months of the re-grading; and the Report’s qualification of the engineering opinions that the slope is stable by stating “the results of the stability analysis indicate that short term, the slope is stable and slope failure is not imminent.” (Id.

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J.A. Ciferno and S.R. Ciferno, h/w v. The ZHB of the Twp. of Rostraver, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ja-ciferno-and-sr-ciferno-hw-v-the-zhb-of-the-twp-of-rostraver-pacommwct-2017.