White Major Subdivision Application

Vermont Superior Court·Decided August 25, 2009·No. 237-11-07 Vtec·Published

Opinion

STATE OF VERMONT

ENVIRONMENTAL COURT

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In re White Major Subdivision Application } Docket No. 237-11-07 Vtec (Appeal of White) } }

Decision and Order on Cross-Motions for Summary Judgment Appellant-Applicants Richard and Linda White (Applicants) appealed from a decision of the Development Review Board (DRB) of the Town of Norwich, denying Applicants’ application for a major subdivision.1 Appellants are represented by Paul S. Gillies, Esq.; the Town of Norwich is represented by Frank H. Olmstead, Esq.

The parties have each moved for summary judgment on Question 1: whether the present application qualifies for a waiver of § 3.3(D)(2) of the Subdivision Regulations (Regulations) for the proposed access road to Lots 4 and 5 of the subdivision, pursuant to § 2.1(D).2 The parties resubmitted Question 1 for decision on summary judgment, agreeing that it can be decided by the Court without the need for an evidentiary hearing. The following facts are undisputed.

Applicants propose to subdivide a 77-acre parcel in the Rural Residential zoning district to create 5 lots: Lot 1 is proposed to have an area of 4.3 acres, Lot 2 is proposed to have an area of 8.8 acres, Lot 3 is proposed to have an area of 9.8 acres, Lot 4 is proposed to have an area of 21.6 acres, and Lot 5 is proposed to have an area of 32.5

1 The Town of Norwich has since adopted the procedures for on-the-record review of the decisions of its DRB; the hearing on this application, however, predates that change, so that the appeal of this decision remains de novo. 2 All citations to section numbers refer to sections of the Town of Norwich Subdivision

Regulations unless otherwise noted.

acres, of which 13.3 acres of open space are reserved in its southeast corner. The land slopes generally upwards from west to east, with some areas of gentle slope and other areas of steep slope. The house sites or building envelopes for each proposed lot have been located on areas of gentle slope on each lot.

An area of steep slope separates the easterly side of Lot 3 from the westerly sides of Lots 4 and 5; the building envelopes for Lots 4 and 5 are located on relatively flat areas on the height of land above the remainder of the property. An existing logging road traverses the area of steep slope from north to south, slanting upwards for access to the height of land on the property. The area of steep slope traversed by the existing logging road, measured perpendicularly to the contour lines, contains slopes of over 25%. The slope of the logging road itself is much less steep. The logging road has been used by large logging equipment for many years and has been used annually from at least 2003 through 2008, has been improved, and has not suffered from erosion problems.

Chapel Hill Road, a town road, forms the westerly boundary of the project property only at proposed Lot 1. A private road known as Stagecoach Road traverses the adjoining property to the south of the project property, with access onto Beaver Meadow Road, a town road. Applicants propose to extend Stagecoach Road northerly onto the project property in a northeasterly direction to a point that is close to the northerly boundary of the project property. At that point a short stub of right-of-way is reserved to the northerly boundary of the project property, to provide access for future development of property to the north. Lots 1 and 2 are located westerly of the roadway in the northwesterly portion of the property.

Beyond the reserved right-of-way stub, the project roadway is proposed to loop around and to extend in a southerly direction, following the pathway of the existing logging road. Lot 3 is located within the loop of the roadway between it and the southerly boundary of the property. Easterly of the roadway, Lot 4 is located in the

northeasterly portion of the property, and Lot 5 is located in the southeasterly portion of the property.

The project roadway is proposed to extend past the southeast corner of Lot 3 onto Lot 5, and then to turn back towards the northeast to a point near the building envelope for Lot 5. The proposed access road utilizes the path of the existing logging road to make an angled ascent along the side of the steep slope to access Lots 4 and 5. Although the steep slope itself, measured perpendicularly to the contour lines, contains slopes of over 25%, the maximum grade of the proposed access road is designed to be 10.68% and will not exceed 12%. The Norwich Private Highway Specifications allow a grade of up to 12% for an access roadway to serve developments of up to six houses.

At the end of the road on the plateau near the building envelope for Lot 5, a hammerhead turn-around is proposed to be installed. Beyond that point, two separate driveways are proposed to access the houses on Lots 4 and 5. Thus, the proposed roadway is proposed to be constructed and maintained to the Town’s private highway standards all the way up to the lots at the height of land on the property.

An earlier proposal had proposed to end the project roadway at the stub right-of-

way near the northerly boundary of the property, and to construct two separate but adjacent driveways more directly up an area of steep slope onto Lot 4 and continuing onto Lot 5. The path of these driveways would have traveled directly up the face of the slope as opposed to using an angled ascent as in the present proposal. These driveways were not proposed to be constructed to Town road standards, and would each have only been twelve to fifteen feet in width. The slope of each of the driveways would have exceeded 15% in places. The land the driveways would have traversed exceeds a slope of 15% but does not exceed 25%.

At the suggestion of the Norwich Fire Chief, who was concerned about access for emergency vehicles due to the steep grade and narrow width of the proposed driveways, Applicants changed the access for Lots 4 and 5 to the present proposal,

using the existing logging road to create a access road with a grade of no more than 12% to serve the entire subdivision. The Norwich Fire Chief stated that “in the interests of public safety we recommend that a waiver be gra[n]ted for the construction of the highway/driveway on this alignment with suitable provisions for protection against erosion and for slope stabilization.”

Request for waiver of § 3.3(D)

Section 3.3(D) requires subdivision boundaries, lot layout, and development envelopes to be located and configured to “minimize adverse impacts to slopes greater than 15%” and to “avoid disturbance to slopes in excess of 25%.” Even though the separate driveways originally proposed by Applicants were steeper in places than the road in the current proposal, because they would not have traversed slopes that exceeded 25% they would not have “disturbed” slopes in excess of 25%. The proposed access roadway requires a waiver of the requirements of § 3.3(D) as to slopes of greater than 25%.3 Waivers from the Planning and Design Standards contained in Article 3 of the Regulations, which includes § 3.3(D), are authorized by § 2.1(D). In order to qualify for such a waiver, Applicants must establish:

that due to the special circumstances of a particular site, the requirements of the development review standards for which waiver is sought will create an unreasonable hardship or adversely affect significant natural resources, rural character, or aesthetics[,] and that granting the waiver will be consistent with the purposes of these regulations.

Applicants must also establish that, “in consultation with the fire and police chiefs,

granting the waiver will not adversely affect public safety,” and must establish “[t]hat

3 In a decision on earlier summary judgment motions in the present appeal, issued July 29, 2008, this Court determined that § 3.3(D) creates an outright prohibition on development on slopes greater than 25 percent, and that Applicant’s proposed access road therefore requires a waiver from the requirements of § 3.3(D) pursuant to § 2.1(D).

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