STATE OF VERMONT 

ENVIRONMENTAL COURT

}

 Appeal of Bren } Docket No. 68-4-04 Vtec

 (Eardensohn 4-lot subdivision) } 

} 

Decisions on the Merits

Paul and Victoria Eardensohn applied for a municipal permit for a four-lot subdivision of 

their 16.6± acre parcel of undeveloped land along German Flats and Sugarbush Woods Roads in 

Warren. Their neighbor, Robin Bren, objected to the Eardensohns’ subdivision when it was 

considered by the Town of Warren Development Review Board (“DRB”) and appealed to this 

Court when the DRB gave final approval to the Eardensohns’ subdivision on March 17, 2004. 

The parties also disputed the character and location of the portion of Town Highway #55 known 

as Sugarbush Woods Circle, which dispute was ultimately resolved by the Washington Superior 

Court.1

 This Court delayed consideration of the subdivision permit appeal until the Superior 

Court resolved the town road dispute. 

In the course of preparing this appeal for a de novo merits hearing, the parties filed 

motions for summary judgment and to limit the evidence presented at trial. The Court denied 

these motions in Decisions dated September 25 and 28, 2007, with one exception: in granting the 

Eardensohns partial summary judgment, the Court dismissed Appellant Bren’s Question 2, 

which challenged the validity of the subdivision permit because of alleged but unspecified 

omissions in who received notice of the DRB hearing. Thus, the sole issues remaining for our 

review in this appeal are contained in Appellant’s Question 1, with its subsets (A) through (K), 

inclusive, all of which contest the ability of the proposed subdivision to conform to the 

subdivision review provisions and standards of Articles 6 and 7 to the Land Use and 

Development Regulations for the Town of Warren, Vermont (“Regulations”). 

The Court conducted a trial over the course of two days, which was preceded by a site 

visit with the parties and their attorneys.2

 Based upon the evidence admitted at trial, together 

with supplemental filings made post trial at the Court’s request, all of which was put into context 

 

1

 See Bren v. Eardensohn, et al., Docket No. 320-5-05 Wncv (Teachout, J., Jan. 22, 2007). 

2

 Appellant Robin Bren is represented in these proceedings by Lauren S. Kolitch, Esq.; Appellee-Applicants Paul 

and Victoria Eardensohn are represented by Paul S. Gillies, Esq. and Charles L. Merriman, Esq. The Town of 

Warren (“Town”) has not entered an appearance in these proceedings. 
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by the site visit, the Court renders the following Findings of Fact, Conclusions of Law and 

separate Judgment Order: 

Findings of Fact

1. Applicants3

 wish to subdivide their 16.6± acre parcel of undeveloped land into four lots, 

as depicted in the site plan prepared by their engineer, Bannon Engineering of Waitsfield, 

Vermont. A reduced copy of Applicants’ site plan is attached to this Decision, solely for 

illustration purposes; the attached reduced copy of the site map is not to scale and was later 

revised in some minor respects, to conform with trial testimony. A full scale copy of Applicants’ 

site plan was admitted into evidence at trial as Applicants’ Exhibit 19. At the Court’s request, 

Applicants filed a revised site plan, certified by their engineer, which conforms to the engineer’s 

trial testimony. We have labeled this revised site plan Exhibit 19-Revised. We address the 

propriety of referencing this revised site plan in ¶ 22, below. 

2. The property is in the vicinity of the Sugarbush Resort, a recreational mountain area. 

Applicants’ property lies within the Vacation Residential Zoning District (“VR District”). 

Appellant does not contest in this appeal that the proposed subdivision conforms to the 

applicable dimensional requirements. See Regulations Table 2.5(D). 

3. The property has road frontage on German Flats Road and at two locations along Town 

Highway #55, the first location being at its junction with German Flats Road, where TH #55 is 

known as Sugarbush Wood Road, and later between the 10:00 o’clock and 1:00 o’clock 

parameters of the terminus of TH #55, where it is known as Sugarbush Woods Circle. 

4. Applicants made several revisions to the details of their subdivision as it was being 

considered by the DRB. Their site plan (Exhibit 19) and its last revision (Exhibit 19-Revised4

) 

incorporate all those revisions. As revised, the four lots would be of the following sizes: Lot 1: 

2.8± acres; Lot 2: 3.2± acres; Lot 3: 4.4± acres; and Lot 4: 6.2± acres. 

5. Appellant Bren’s property is entirely within the Circle at the terminus of TH #55; it 

consists of about one acre and is improved with a single family home. Appellant and her family 

have owned this property for many years. It is similar in size and frequency of use to most 

neighborhood homes. 

 

3

 Title to the subject property is held solely in the name of Victoria Gadd Eardensohn. Her husband, Paul 

Eardensohn, has assisted in the presentation of their subdivision application, both before the DRB and this Court.

4 See Finding 1, above, and 22, below. 
-3- 

Shared driveways

6. Lots 1 and 2 would share a driveway accessed from the lower (easterly) part of 

Sugarbush Woods Road, near where that Road intersects with German Flats Road. During trial 

testimony, Appellant acknowledged that she does not directly contest the design of this shared 

driveway and the Lots it serves, particularly in relation to conformance with Regulations 

Articles 6 and 7.5 

7. Applicants propose to access Lots 3 and 4 by way of a second shared driveway, to be 

located between 12:00 and 1:00 o’clock on the terminus portion of TH #55, known as Sugarbush 

Woods Circle. This second shared driveway would be in the general location of a pre-existing 

logging road on Appellants’ property. 

8. Appellants propose to expand, re-grade and improve this logging road so that it may be 

used as the shared driveway for Lots 3 and 4. 

9. The main disputes in this appeal arise due to the shared driveway for Lots 3 and 4, the 

related development and its access onto Sugarbush Woods Circle. The area includes several 

steep slopes, including on Lots 3 and 4, their shared driveway and the northwest quarter of 

Sugarbush Woods Circle. 

Stormwater Run-off

10. Due to the sometimes steep slopes on Lots 3 and 4, the pre-existing logging road 

intersects Sugarbush Woods Circle at about a sixty degree angle that presently directs vehicles 

coming from the logging road towards the northwest quarter of Sugarbush Woods Circle. The 

logging road then travels up the incline on what would be Lot 3, first in a northeasterly and then 

in a northwesterly direction, so as to scale the incline on Lot 3 and towards Lot 4. 

11. The logging road has existed for some undetermined time. Within the last several years, 

Applicants made some improvements to the logging road. One consequence of these 

improvements was that more stormwater ran along the logging road and its ditches and off of 

Applicants’ property onto Sugarbush Woods Circle, causing some disturbances to the road, 

particularly in the winter, when ice would form. There was also some testimony at trial about 

damage caused to neighboring properties by water run-off, but this testimony was inconclusive. 

 

5 Appellant did express a concern that if the Court approved Lots 1 and 2, and their shared driveway, Applicants 

could modify their proposed development in a way that would allow this shared driveway to also serve as access for 

Lots 3 and 4. Because we intend to only pass judgment on the application that is before us, we do not consider 

partial approval of Applicants’ proposed development, nor a modification that Applicants have yet to present. 
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12. After Applicants’ improvements to their logging road, the Town sought to mitigate the 

problems caused by water run-off by installing a stormwater culvert somewhere on the easterly 

portion6 of Sugarbush Woods Circle. This culvert directs stormwater running along the Circle’s 

northeasterly road ditch to run under the Circle and onto the roadway easement portion of 

Appellant’s property, where the stormwater is broadly disbursed. While there was evidence of 

silt and sand deposits at the exit of this culvert, the convincing trial evidence showed that there 

has not been material damage to Appellant’s property caused by stormwater running off of 

Applicants’ property, particularly since the Town installed this stormwater culvert. 

13. Applicants propose extensive improvements to this logging road so that it may be used as 

the shared driveway for Lots 3 and 4. They propose to install three stormwater culverts under 

the shared driveway that would divert water from west to east, so as to divert stormwater from 

running down the driveway and its ditches and onto the Circle portion TH #55. These culverts 

will be placed in the lower portion of the shared driveway, about 100 feet apart, and will 

generally cause the stormwater to be disbursed onto the lower portion of Lot 3; there 

improvements should minimize the potential of stormwater from Appellants’ property causing 

damage to adjoining properties or town roads. In this regard, the Court found most credible the 

testimony of Applicants’ engineer. 

14. The currently existing logging road is passable, but not in sufficient condition to 

accommodate the proposed development. Applicants propose to “cut and fill” along the logging 

road so that no portion of the finished driveway between Sugarbush Woods Circle and the Lot 3 

turn off would exceed a fifteen percent (15%) grade. Assertions by Appellant’s engineer that the 

shared driveway would have finished grades of twenty-two percent (22%) or more were later 

disproved by Applicants’ engineer. 

15. The cut and fill excavation along the proposed driveway will result in several earthen or 

rock-lined embankments, at least one of which could be up to ten (10) feet in height. The 

earthen embankments will respect a 3:1 slope; the rock-lined embankments will respect a 2:1 

slope. In the areas of these embankments, the total area cleared may be up to seventy-five (75) 

feet wide. 

 

6

 Applicants’ site plan (Exhibit 19) locates this stormwater culvert at about 2:00 o’clock on Sugarbush Woods 

Circle. Trial testimony, put into context by the site visit, proved this to be inaccurate; the stormwater culvert is 

between 3:00 and 4:00 o’clock on Sugarbush Woods Circle. 
-5- 

16. During construction of the driveway improvements, Applicants will cause silt fencing 

and other erosion control measures to be employed, all as depicted on the revised site plan (see 

Findings ¶ 22, below), which will minimize the potential for erosion and silt-laden stormwater 

run-off to migrate off site. Disturbed areas will be seeded and mulched, where necessary. 

Traffic safety

17. Sugarbush Woods Circle is a town-maintained, Class III roadway. It is located on 

sometimes steep slopes; its northwest quarter is particularly steep and narrow. This portion of 

the Circle can be particularly treacherous in the winter. During heavy snows, town workers have 

found it difficult to plow. There have been occasions when town employees have been unable or 

unwilling to navigate town equipment up the western half of the Circle and could only keep this 

portion of the road clear by plowing down the Circle from the east. In fact, the Town used to not 

maintain the western portion of the Circle in the winter time, instead only clearing snow from the 

eastern portion of the roadway, just past Appellant’s easterly driveway. The town has 

maintained the entire Circle roadway since the mid 1990’s. 

18. The shared driveway for Lots 3 and 4, being at about 1:00 o’clock on the Circle, is nearly 

equidistant from the bottom of the Circle (6:00 o’clock), where it junctions with the portion of 

TH #55 known as Sugarbush Woods Road. The Circle’s northwest quarter has slopes as steep as 

twenty-two percent (22%) and narrows to a width, particularly at about 10:00 o’clock on the 

Circle, where it is difficult or impossible for two passenger vehicles to pass one another. The 

safer and more developed section of the Circle is to the east. 

19. The Chief of the Town of Warren Volunteer Fire Department initially proposed certain 

conditions (see two page attachment to Fire Chief Hartshorn’s February 17, 2004 letter, copies of 

which were admitted at trial as Exhibit 11) to mitigate the safety concerns posed by development 

of property served by this narrow, steep section of town highway. 

20. One of the Fire Chief’s recommendations was for Applicant to investigate the feasibility 

of blasting and excavating the northwest quarter of the Circle, so that the grade of this portion of 

the roadway could be reduced to no more than fifteen percent (15%). Appellant expressed 

concerns about this proposal, due to the extensive presence of ledge near and under the roadway 

and the proximity to a community water supply system (see Findings ¶ 31, below). Applicants 

later concluded that this road work was not feasible and chose to adopt the Fire Chief’s alternate 

proposal that a permit condition require the installation of pressurized sprinkler systems (see 

Findings ¶ 32, below) in any homes on Lots 3 and 4.
-6- 

21. Applicants have addressed safety concerns with the following components of their site 

plan, some of which were incorporated into a revised plan after Applicants received 

recommendations proposed by town officials and concerns expressed by Appellant: 

(a) the width of the shared driveway, as it intersects Sugarbush Woods Circle, would 

be increased to eighty-five (85) feet; 

(b) the shared driveway would dip away from the Circle at its intersection, at a slope 

of no less than three percent (3%), so as to discourage any stormwater traveling 

down the driveway from continuing onto the Circle roadway and also to conform 

to the traffic safety recommendations of the Vermont Agency of Transportation. 

See AOT Standards for Residential and Commercial Drives (“AOT B-71 

Standard”), a copy of which was attached as Exhibit G to Appellant’s expert’s 

Civil Engineering Study (trial Exhibit A). 

(c) Sight distances from the shared driveway intersection with the Circle are 

adequate. Sight distances from the driveway to the east exceed the minimum 

sight distance recommendations in the AOT B-71 Standards; while the sight 

distances from the driveway to the west do not meet the recommended minimum 

of 280 feet (the actual sight distance was credibly estimated to be 210 feet), the 

fact that one can see on-coming traffic through the interior of the Circle leads us 

to conclude that the westerly sight distances are adequate. Our conclusion was 

also influenced by the following facts: (i) someone traveling from the shared 

driveway is more likely to use the easterly portion of Sugarbush Woods Circle, as 

the road is wider and less steep; (ii) the easterly portion of the Circle is closer to 

the junction with Sugarbush Woods Road; and is more developed; and (iii) traffic 

is infrequent on the western half of the Circle. 

(d) no turning radius within the shared driveway or onto the Circle would have an 

interior radius of less than thirty (30) feet, thereby allowing delivery, fire and 

other trucks to safely travel to and from Lots 3 and 4 by using the more safe 

portion of TH #55 on the eastern half of the Circle; 

(e) the interior end of the shared driveway, located on Lot 4, would have a 

“hammerhead” terminus, thereby allowing an area for delivery, fire and other 

trucks to safely turn around on the interior of the Lot; the revised driveway spur to 

the future Lot 3 house would also provide an adequate turn-around area for these 

trucks; 

(f) a “turn out” will be constructed along the lower portion of the shared driveway, to 

provide a safe passage way for vehicles; 

(g) the traveled portion of the shared driveway would be maintained and plowed to a 

width of eighteen (18) feet, thereby exceeding the Fire Chief’s recommendation 

of sixteen (16) feet; and 

(h) Applicant will have the ditch on the northerly edge of Sugarbush Woods Circle 

cleaned out and deepened, particularly near the shared driveway, so that 

stormwater within the ditch will flow more freely and not cause ice to form on the 

roadway, and will increase the length of the existing culvert now under the 

logging road, to accommodate the driveway improvements. 
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22. During the course of trial testimony, it became clear that the then-current site plan 

(Exhibit 19) did not accurately depict the current location of the driveway on Appellant’s 

property. During direct and cross examination, Applicants’ engineer also clarified specifics 

concerning the shared driveway and agreed to modify the turn-outs to the Lot 3 and 4 house sites 

and include further detail to the driveway improvement finished grade elevations. The Court 

directed that Applicants cause their engineer to incorporate these corrections into a revised site 

plan, to be submitted to the Court, in certified form, post-trial. The Court has reviewed this 

revised site plan, finds that the revisions made are limited to those specifically disclosed during 

the engineer’s testimony and has marked the revised site plan as Exhibit 19-Revised. The Court 

concludes that this revised site plan conforms to the testimony offered at trial by Applicants’ 

engineer.7

23. The Circle marks the end of TH #55. Like may Class III town highways in Vermont, 

TH #55 experiences infrequent traffic. TH #55 experiences even less traffic than most Class III 

town highways, since it cannot be used as a through way to another location. The undisputed 

testimony at trial was that the Circle portion of TH #55 is “rarely traveled.” 

Character of neighborhood settlement patterns

24. The area is rural in character; the surrounding neighborhood is mostly wooded. The only 

development along Sugarbush Woods Circle is residential in character, although development 

becomes more intensive as one approaches the nearby Sugarbush Resort. While there was some 

testimony at trial of one or more nearby residents who occupy their properties year-round, the 

majority of homes are seasonal. Appellant testified that she and other members of her family use 

her property on an infrequent basis, which appears common for the neighborhood. 

25. While the pending application only seeks authority to subdivide the property, Applicants 

disclosed that the future development of the individual lots would be for residential purposes 

only. Applicants propose that the individual lots would remain mostly wooded. Building 

envelopes are depicted on the site plan (Exhibits 19 and 19-Revised show identical building 

envelopes). No clear cutting would occur outside of the building envelopes and the areas 

 

7

In her post-trial memorandum, Appellant asserts that it is improper for the Court to rely upon the revised site plan 

(Exhibit 19-Revised) that the Court directed Applicants to file post-trial. Because we conclude that the revised site 

plan merely reflects the revisions and corrections to which Applicants’ engineer testified at trial, we conclude that 

requesting and relying upon the revised site plan was within the Court’s discretion and mirrors the common practice 

of appropriate municipal panels. See also V.R.E.C.P. 2(e) (“evidence, not privileged, that is not admissible under 

the Rules of Evidence may be admitted in the discretion of the court if it is of a type commonly relied upon by 

reasonably prudent persons in the conduct of their affairs.”). 
-8- 

designated for the water supply and waste disposal systems. These characteristics conform to the 

neighboring properties and their development. 

Aesthetics, including landscaping and utilities

26. At the suggestion of the DRB, Applicant revised their site plan so that the building on 

Lot 2 would be set farther back in the lot. The lots will remain mostly wooded, in keeping with 

general aesthetic qualities of the immediate neighborhood. 

27. Outside lighting will be minimal and only from downcast fixtures and will not be likely 

to cause undue glare onto neighboring properties. Because of the alignment of the upper shared 

driveway with Appellant’s house, headlights from vehicles traveling down the shared driveway 

will shine onto Appellant’s property. But the period during which these headlights will shine 

onto Appellant’s home will be brief, and the estimated use of the shared driveway will make 

these instances infrequent. 

28. Electrical, telephone, cable and other utility lines will be buried in or along the shared 

driveways and will therefore not have an additional aesthetic impact. There will be minimal 

independent corridors for the utility line placements. 

29. No primary or secondary conservation areas are located within or adjacent to Applicant’s 

property, as defined in Regulations §§ 7.3(B) or (C). While the subject property may have some 

areas with grades between 15% and 25%, the trial evidence did not disclose any specific areas 

which would meet the § 7.3(C) definition for secondary conservation areas. 

30. Area residents occasionally use Sugarbush Woods Circle for walking. As noted above, 

traffic on the Circle is relatively infrequent. Applicants’ proposed subdivision will not have a 

measurable impact upon the ability of area residents to use and enjoy walks on the Circle. 

Impact upon shared neighborhood well

31. Appellant and up to four of her neighbors use a community well and pump station located 

on Applicants’ property, in the vicinity of the northwest quarter of Sugarbush Woods Circle. As 

many as twelve nearby homes were once served by this community well, but several home 

owners chose to stop using the community well and, witnesses presumed, installed their own 

water supply system on their own property. There may be more neighboring properties entitled 

to access the community well, though deeded easements, but the undisputed evidence was that 

no more than five nearby homes are currently served by the community well. 
-9- 

32. When the DRB considered Applicants’ subdivision plan, the Fire Chief suggested that 

Applicants explore the feasibility of reducing the grade of the northwest quarter of Sugarbush 

Woods Circle. Because of the presence of ledge in that area, that work would require blasting, 

perhaps of a significant nature. With this suggestion in mind, Appellant became concerned that 

the nearby community water supply well would suffer and perhaps fail. 

33. Applicants determined that the work necessary to reduce the grade of the northwest 

quarter of Sugarbush Woods Circle made it not feasible and thereafter elected to conform to the 

Fire Chief’s alternate suggestion of installing pressurized sprinkler systems in the proposed 

homes on Lots 3 and 4. 

34. Appellant remains concerned that the excavation and other development work proposed 

for Lots 3 and 4 will possibly interfere with the community water supply systems. Appellant 

proposes no new development or activity within 400± feet of the community water supply well. 

Applicants’ subdivision, as proposed, is unlikely to have any impact upon this community well. 

State authorities reached the same conclusion, as is evidenced by the March 1, 2004 letter from 

the State regional engineer (Exhibit 8). 

Impact upon community services and facilities

35. Negotiation of the western quarter of Sugarbush Woods Circle will continue to present 

occasional challenges to travelers on that Class III public highway and to the Town road crew 

called upon to maintain it, particularly during winter storms. 

36. The traffic generated by this subdivision is unlikely to materially increase those 

challenges, particularly since only two of the proposed homes will use Sugarbush Woods Circle 

for access. 

37. The Town has consistently maintained the eastern half of the Circle; it represents the 

more safe travel way to both Appellant’s property and the upper two lots of the proposed 

subdivision. The western half of the Circle is less safe, has been used less in the past and is less 

likely to be used for access to the upper lots in the future. 

38. Applicant has revised their site plan to widen the mouth of the upper shared driveway to 

eighty-five (85) feet at its cut onto Sugarbush Woods Circle. The width and driveway layout 

affords a minimum of a thirty (30) foot turning radius and as much as a forty-two (42) foot 

turning radius, thereby allowing fire trucks and other municipal vehicles to better navigate and 

access the upper driveway from the eastern portion of the Circle. 
-10- 

39. Town snow plows and graders that travel on the western half of the Circle, particularly 

during storms, will continue to experience a sometimes dangerous passage, whether this 

proposed subdivision receives approval or not, for so long as the road is allowed to remain in its 

current state. The minimal additional traffic that this subdivision could contribute, whether the 

two upper residences are seasonal or permanent homes, is unlikely to create an added undue 

burden on municipal facilities or create an unreasonable demand for public services. 

Water supply and wastewater disposal

40. All residences on the proposed lots will be served by individual wells and water supply 

systems. 

41. The residence proposed for Lot 1 will be served by an individual waste disposal system, 

located on Lot 1. Lots 2, 3 and 4 will be served by a community waste disposal system, located 

on Lot 2. The community waste disposal system will be gravity fed and of the “in-ground” 

variety; the Lot 2 system will be of the pressurized, mound variety. 

42. The water supply and waste disposal systems have been approved by the Vermont 

Agency of Natural Resources, Department of Environmental Conservation, as evidenced by 

“Wastewater System and Potable Water Supply Permit WW-5-2250”, a copy of which was 

received into evidence as Exhibit 7. 

43. There was no credible evidence offered at trial that the proposed subdivision, including 

its water supply and waste disposal systems, will have an adverse impact upon the other area 

residential water supply or waste disposal systems.

Discussion

We are asked in this de novo appeal to determine whether the pending subdivision 

application should be approved. In considering the pending application, we are instructed to 

disregard the determination appealed from, at least as to the factual and legal issues that have 

been preserved for our review in this appeal. See Chioffi v. Winooski Zoning Bd., 151 Vt. 9, 11 

(1989) (“A de novo trial ‘is one where the case is heard as though no action whatever had been 

held prior thereto.’”) (quoting In re Poole, 136 Vt. 242, 245 (1978)). We therefore begin our 

analysis with a determination of what issues we are charged with addressing. 

Appellant here most recently filed an amended Statement of Questions, which primarily 

focuses upon the application’s conformance with certain specific provisions of the subdivision 

review procedures and performance standards contained in Regulation Articles 6 and 7. But 
-11- 

before we consider those specific provisions, we feel it appropriate to summarize the procedural 

record of the pending application, so as to give context to our review. 

Applicants first filed for subdivision approval in November of 2003. Their application 

has always proposed a four lot subdivision; only minor changes have been proposed in any lot 

boundary lines of building envelopes. Pursuant to the Article 6 subdivision review procedures, 

the DRB noticed and conducted its first review of this application at a public hearing held on 

January 7, 2004. At that hearing, the DRB voted to classify this proposed subdivision as a 

“minor subdivision,” pursuant to Regulations Article 6.1(C). This determination was not 

preserved by Appellant in her last Amended Statement of Questions and is therefore a final 

determination that Applicant’s proposed subdivision is minor in nature. See 24 V.S.A. § 4472(d) 

(making final unappealed decisions of appropriate municipal panels). 

In following the general review procedures of Article 6, the DRB conducted two more 

public hearings on the subject subdivision application (February 18 and March 3, 2004). At its 

March 3rd public hearing, the DRB voted on several specific approvals for the subject 

application, the last of which was a final subdivision approval for the four lot subdivision. The 

DRB issued its written decision on or after March 17, 2004, which lists the specific conditions 

upon which the DRB final subdivision approval was based. Applicants filed no cross appeal to 

the DRB’s conditional approval. Therefore, the DRB-imposed conditions remain the law of this 

case, subject to the success of the issues Appellant preserved for our review in this appeal. Id. 

Appellant suggests in the introductory sentence of her Question 1 that her specific 

challenges to the pending application are to its conformance with Articles 6 and 7. But our 

review of the eleven subsets to Appellant’s Question 1 (subsets (A) through (K), inclusive), with 

the one exception noted below, all appear to be limited to challenges under Regulations §§ 7.2, 

7.5, 7.6 and 7.8. We take each of Appellant’s Questions in turn. 

Conformance with General Standards of Regulations § 7.2

Appellant challenges in her Question 1(A) whether Applicants’ property can be 

subdivided as proposed “without danger or adverse impact to the neighboring properties and/or 

the character of the area affected . . . .” In Question 1(B), Appellant questions whether “the 

subdivision, as laid out, maintain[s] reasonable road layout and building locations and/or lot area 

and configuration.” While somewhat difficult to discern which specific provisions of Article 7 

give rise to Appellant’s first two Question, we understand that they are most closely aligned with 

the standards reflected in Regulations §§ 7.2(A), (C) and (D). In light of the Findings noted 
-12- 

above and the further discussion below, we conclude that the proposed subdivision conforms to 

these general and specific subdivision standards. 

Applicants’ property is in the VR District, the purpose of which is to “allow the 

development of residential development at moderate densities, and the establishment of limited 

commercial uses related to the tourism industry, in close proximity to Sugarbush Resort.” 

Regulations Table 2.5(A). The neighborhood most immediate to Applicants’ property has a 

consistent level of residential development, particularly in the area east of Sugarbush Woods 

Circle. Applicants’ property appears to be the largest parcel of undeveloped land in the 

neighborhood, other than the other lands to the north and west of the Circle. In proposing four 

home sites on more than sixteen acres, Applicants have proposed a density no greater than that 

evidenced on neighboring properties. In fact, we note that Appellant’s property consists of about 

one acre, all within the Circle. It was originally comprised of two lots; some of Appellant’s 

expressed concerns regarding the pending subdivision application were based upon a possible 

adverse impact upon Appellant’s ability to further develop her own property. 

The proposed subdivision conforms to the dimensional standards for the VR District and 

is consistent with the surrounding neighborhood development. If Applicants were proposing a 

more intense development on their sixteen acres, our conclusions here may be different. But the 

relatively low intensity of the proposed subdivision is within the character of the land and the 

surrounding properties. 

Appellant’s Question 1(B) challenges the reasonableness of Applicants’ road layout, 

building locations and lot configurations. Applicants’ subdivision design conforms to, and 

exceeds, all District setback requirements and positions the building envelopes to minimize their 

aesthetic impact on the neighborhood. While municipalities often prefer developments to use a 

minimum of road curb cuts, the two shared driveways Applicants employ minimize the impact 

the four proposed homes may have on any one area of TH #55. 

Resort communities often experience developments upon steep slopes and ridgelines. 

While the subject subdivision needed to address some steep slopes of the pre-existing logging 

road, Applicants and their engineer have provided a design that limited the slopes of the shared 

portion of the driveway to no more than 15%. The building envelopes are not located on 

ridgelines; with the exception of the occasional vehicle headlights that Appellant may observe, 

the proposed development is unlikely to materially change the character and nature of the 

surrounding neighborhood. 
-13- 

For these same reasons, we have become unconvinced that that the proposed subdivision 

will cause the adverse impacts Appellant itemizes in her Question 1(J) as well. 

Conformance with the stormwater management & erosion control standards of Regulations § 7.5

Appellant asserts in her Questions 1(C) and (D) that the proposed subdivision will create 

“unreasonable” and “unacceptable” stormwater run-off, siltration and pollution, including that 

which will cause an “inevitable” adverse impact upon Appellant’s property. Such concerns are 

reasonable when any neighbor is attempting to ascertain the possible impacts for development in 

an area, such as here, where there are narrow and steep town roads and the development itself 

includes some steep slopes. But we conclude here that Applicants have considered those impacts 

and taken the necessary design steps to minimize the potential for adverse impacts upon 

Appellant and their other neighbors. 

One is left to wonder if Appellant’s concerns would still exist if the steep and narrow 

conditions on the northwest quarter on Sugarbush Woods Circle were not present. The outcome 

of this appeal may be different if that section of the Circle provided the only access to 

Applicants’ property. The fact that Applicants’ recent upgrades to the logging road resulted in 

an increase of stormwater flowing off their property and onto the roadway provides a reasonable 

foundation for Appellant’s concerns. But her concerns omit the cure that resulted from the 

Town’s action of installing a culvert on the eastern side of the Circle. While this culvert directs 

stormwater onto the lower portion of Appellants’ property, the credible evidence showed that 

stormwater from Applicants’ property no longer is causing material damage to the Town 

roadway or neighboring properties. The improvements to the logging road, so that it may serve 

as a shared access for Lots 3 and 4, will provide more certainty and control to the stormwater 

flowing off of Applicants’ property. Narrow, steep roads, ice and stormwater run-off will 

continue to be characteristics of this neighborhood. But the evidence received at trial convinced 

the Court that Applicants and heir engineer have incorporated best management practices to their 

erosion control and stormwater management plans. The proposed subdivision is unlikely to 

increase the adverse impacts upon Appellant and her property. 

Appellant’s Question 1(E) ponders whether the proposed subdivision has “met all 

requirements of Article 7, Sections 7.5 (A and B) . . . .” Based upon the evidence presented, we 

understand that our Findings and the discussion above have addressed all of Appellant’s 

challenges that are premised upon Regulations §§ 7.5 (A) and (B). Applicants have 

appropriately “fit” the proposed building envelopes into their property’s topography; their 
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proposed lots are served by shared driveways; they have minimized the tree cutting on the 

property, thereby employing the natural vegetation to diffuse stormwater run-off, especially 

where they propose to install new culverts under the driveway shared by Lots 3 and 4, so as to 

direct stormwater onto other portions of their own property and away from Appellant’s and their 

neighbors’ properties. We discern no areas where the proposed subdivision does not conform to 

the standards of Regulations §§ 7.5 (A) and (B). 

Conformance with Community Services and Facilities Standards of Regulations § 7.6

Appellant’s Question 1(K) challenges the project’s conformance with the fire safety and 

emergency access requirements. We presume that this challenge is based upon the subdivision 

standards contained in Regulations § 7.6. We conclude that the subdivision, as represented by 

Applicants’ engineer’s trial testimony, which was thereafter incorporated into the revised site 

plan now labeled Exhibit 19-Revised, does conform with the Regulation § 7.6 standards. 

Town plow trucks and regional ambulances have had difficulty navigating Sugarbush 

Woods Circle, particularly its western half, and especially in the winter or during mud season. 

Anecdotal testimony offered at trial included an ambulance getting stuck and a plow truck 

tipping over in that section of the Circle. This subdivision will not resolve the question of 

whether reducing the grade and widening that portion of the road will eliminate those perils, 

since the necessary blasting of ledge and possible damage to the nearby community well made 

that work infeasible. If Applicants chose not to widen the base of the upper shared driveway, so 

as to provide the needed turning radius for cars, truck and other vehicles to access Lots 3 and 4 

from the eastern portion of Sugarbush Woods Circle, traffic to and from those Lots would have 

been directed to the less safe portion of the Circle. But the revisions to the site plan now allow 

for safe passage of traffic. 

As an added defense against possible losses to fire, Applicants have agreed that any 

homes constructed on Lots 3 or 4 would have pressurized sprinkler systems installed prior to 

occupancy. Such systems are not an adequate sole response to possible loss by fire, but they can 

slow the spread of fire, so as to allow a greater response time by municipal fire protection and 

other emergency services. As designed, revised and with this added condition, we conclude that 

the proposed subdivision conforms to Regulations § 7.6 
-15- 

Conformance with Roads & Pedestrian Standards of Regulations § 7.7

Appellant challenges by her Question 1(F) whether the proposed subdivision conforms to 

the “applicable road standards, including the minimum design standards such as the right of way 

in width, the required width of lanes and shoulders, maximum road grade, intersection grade 

maximum, minimum corner visibility standards, safety for neighboring property owners and 

pedestrians, and related road safety and traffic Town of Warren regulatory provisions . . . .” 

Based upon this verbiage, we take these concerns to be premised upon the road and pedestrian 

standards contained in Regulations § 7.7. 

We believe it first important to note the narrowness of our review under § 7.7. 

Applicants are not proposing a new “public road.” Regulations § 7.7(A). They are not 

proposing a private road that may “provide suitable access to, or accommodate, anticipated 

future subdivision.” Id. Were Applicants proposing just one less lot, the standards contained in 

§ 7.7 would not even apply to their development. The § 7.7 road and pedestrian standards 

control subdivisions many times larger than that proposed here; many of the § 7.7 provisions are 

not applicable to Applicants’ subdivision due to its relatively small size and low intensity. 

Since each of the two shared driveways serve no more than two lots, it occurs to us that 

the § 7.7 standards do not even govern this development. “The standards contain herein shall 

apply to all . . . private roads serving four or more lots.” Id. Nonetheless, due to the total 

number of lots proposed (four), the Court received evidence, including expert testimony, on 

conformance of the proposed shared driveway for Lots 3 and 48 with the road and pedestrian 

standards, including the standards established by the Vermont Agency of Transportation, known 

as the B-71 Standards and the A-76 Standards for road construction. See Regulations § 7.7(C). 

Once revised, the upper shared driveway conforms to these road standards. The base of 

the shared driveway will now be wide enough to accommodate vehicles needing a thirty-foot 

turning radius; a portion of the driveway base will accommodate a vehicle needing a forty-two 

foot turning radius. The design of the driveway base, where it intersects with Sugarbush Woods 

Circle, conforms to the AOT B-71 Standards. No portion of the driveway that will be shared by 

Lots 3 and 4 will have a slope of greater than 15%.

 

8

 At trial, Appellant did not contest Applicants’ assertion that the shared driveway serving Lots 1 and 2 complied 

with the Regulations, subject to the design characteristic that it serves only those lots. 
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This development is compatible with development in the surrounding neighborhood; it is 

unlikely to cause material impacts upon the surroundings. The occasional traffic the 

development of Lots 3 and 4 will add to Sugarbush Woods Circle is unlikely to interfere with 

those who enjoy walking the neighborhood Circle. We conclude that the subdivision as 

currently designed will be unlikely to cause the adverse impacts Regulations § 7.7 seeks to guard 

against and otherwise conforms to the applicable standards in § 7.7. 

Accuracy of site plan, its revision and supporting documents

Appellant wonders in her Question 1(G) whether the supporting documents Applicants 

submitted “contain[] accurate information, . . . including but not limited to the location of the 

Town road, the location of the intersection of the subdivision’s intersection with the Town road, 

the grades, elevation and slope of the proposed lots and access road, road profile, and the 

topography of the site.” We are uncertain upon which provision of Articles 6 or 7 this Question 

is based. But since it challenges the very reliability of Applicants’ supporting documents, we 

believe it important and proper to consider Appellant’s Question 1(G). 

The Washington Superior Court is the proper forum to determine the accuracy of the 

character and location of the challenged portion of TH #55, known as Sugarbush Woods Circle. 

It did so in its decision of January 22, 2007.9

 Specifically, the Superior Court determined that 

while portions of the town roadway had “migrated,” it remained located within the right-of-way 

reflected in the Roth survey (our trial Exhibit 17). We understand that Applicants’ revised site 

map (Exhibit 19-Revised) includes depictions of the road and right-of-way that conform to the 

Superior Court ruling. If it does not, we condition our determination here upon a requirement 

that Applicants’ site plan be revised further to do so. 

There was much disagreement concerning actual or proposed slopes of what will be the 

shared driveway for Lots 3 and 4. We concluded that Applicants’ engineer provided convincing 

testimony on the finished slopes of the shared driveway, and the added safety benefits that the 

“hammerhead” turnout on Lot 4 would bring. Trial testimony revealed that Applicants’ site plan 

(Exhibit 19) incorrectly showed the eastern edge of Appellant’s driveway; it is closer to where 

the Lots 3 and 4 shared driveway will be. It is for these reasons that the Court directed 

Applicants to cause their engineer to supply a revised site plan, post trial, which accurately 

depicted his trial testimony. We concluded that this revised site plan, which we have labeled 

 

9

 See Footnote 1, above. 
-17- 

Exhibit 19-Revised, accurately incorporates the site plan revisions Applicants’ engineer testified 

to at trial, but no more. 

During and prior to trial, Appellant and her engineer raised some substantial and well 

founded concerns, particularly related to the finished grade and layout of the shared driveway for 

Lots 3 and 4. In rebuttal, Applicants and their engineer addressed these concerns with 

clarifications and some revisions. We are not aware of any basis remaining for Appellant’s 

assertion in Question 1(G) that the pending applicant and supporting documents contain 

materially inaccurate information. 

Protection of the Community Well (Regulations § 7.8)

We are again left to wonder upon which specific subdivision standard(s) Appellant’s 

Questions 1(H) and (I) are based. While Regulation § 7.8 speaks mostly to the standards that 

must be met by the water supply and waste disposal systems that will serve the proposed 

subdivision, it also directs that “[t]here shall be no adverse impact on existing water supplies 

from the proposed water supply for the subdivision.” While Appellant’s initial concerns were 

well founded, particularly in light of the possible blasting that would occur to reduce the grade of 

the northwest quarter of Sugarbush Woods Circle, we received no credible evidence that either 

the proposed wells within the subdivision, nor the excavation work that will occur within Lots 3 

and 4, will have any material adverse impact upon the existing community water supply, now 

located on the southwest corner of Lot 4. 

In this regard, we also note that Applicants have secured a state permit for their proposed 

on-site water supply and waste disposal systems. In the course of their review of Applicants’ 

state permit application, state officials were called upon to assess the possible impact upon the 

community well that serves Appellant and four of her neighbors. See Exhibit 8. We are not 

called upon to review the sufficiency of Applicants’ water supply and waste disposal systems; 

that issue was not preserved for our review in this appeal. However, in response to Appellant’s 

specific queries in her Questions 1(H) and (I), we conclude that Applicants’ proposed 

subdivision, including the proposed water supply and waste disposal systems, will not likely 

cause a material adverse impact upon the adjoining community water supply well. 

Conclusion

Based upon the above, this Court concludes that, for the factual and legal issues 

preserved for our review in this appeal, and respecting the factual and legal determinations 
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rendered by the DRB that were not appealed,10 Applicants’ proposed four lot subdivision will 

conform to the applicable provisions of Regulations Articles 6 and 7, with the additional 

condition that any home constructed on Lots 3 and 4 must include a pressurized fire suppression 

sprinkler system, in accordance with the applicable state and municipal regulations for such 

residential sprinkler systems. 

Given that these proceedings mark the final determination (subject to rights of appeal) on 

this minor subdivision application, this proceeding is remanded to the Town of Warren Zoning 

Administrator to complete the ministerial act of incorporating all applicable conditions from this 

appeal and the unchallenged portion of the March 17, 2004 DRB conditional determination. 

This completes the current proceedings pending with this Court. A Judgment Order 

accompanies this Decision. 

Done at Newfane, Vermont this 12th day of August, 2008. 

___________________________________ 

 Thomas S. Durkin, Environmental Judge 

 

10

 The parties’ post-trial filings evidence a squabble concerning the appropriateness of including a conditional use 

review within our analysis of this subdivision application. We are not aware of any challenge to the apparent DRB 

determination that this application did not require conditional use review. We have therefore declined to include the 

same in the completion of our review of this final subdivision approval.