DocketNumber: No. CV98 049 22 28S
Judges: MOTTOLESE, JUDGE.
Filed Date: 5/24/2000
Status: Non-Precedential
Modified Date: 7/5/2016
When this case was called to trial it became apparent to the court that the defendant had not had adequate opportunity to give due consideration to items which had been filed for record with the commission in insufficient time to permit fair study and assimilation prior to deliberating on and rendering its decision. Therefore, the court remanded the matter to the commission with an order to reconsider everything that was contained in the record that was filed with the court and to render a decision upon reconsideration within 60 days. The defendant completed its reconsideration and rendered its decision on October 21, 1999.
When a zoning commission has stated its reasons, the reviewing court ought only to determine whether the assigned grounds are pertinent to the considerations which the zoning authority was required to apply, and whether they are reasonably supported by the record. First HartfordRealty Corp. v. Planning and Zoning Commission,
The first of these considerations is found in §
While the commission assigned seven reasons for denial its counsel agrees that they may be summarized and consolidated into four: 1) denial of approval by the Inland Wetlands Commission; 2) inadequate drainage system; 3) unacceptable provision for a drain age detention basin; 4) lack of a suitable watersource. The court finds that none of these reasons is legally sufficient under any of the four sub-parts of §
In embarking upon its charge to vet each reason on its own merits the court as a threshold matter, should examine whether the zoning authority has demonstrated a proper understanding and acceptance of the meaning and purpose of chapter 126a entitled "Affordable Housing Land Use Appeals". In its review of the zoning authority's action the court should first determine from the record as a whole and in particular with reference to the resolution of denial whether the zoning authority manifested evident hostility to the application because it misunderstood the applicability of the statute to the municipality which it serves.
To illustrate the principle, the defendant offered reason number 3 as a justification for denial.
3. The subdivision plan does not conform to Zoning Regulations regardinglot size. The applicant's claim of exemption under Section
Although by October 1999 the defendant should have realized either on its own or through the advice of counsel that a subdivision which does not conform to the zoning regulations regarding lot size is not thereby CT Page 6357 disqualified from gaining approval by a planning commission, Wisniowskiv. Planning and Zoning Commission,
New Milford's approach to evaluating the need for affordable housing based on its own concept of what existing housing stock satisfies the statutory definition of affordable was emphatically rejected by our Supreme Court in West Hartford Interfaith Coalition, Inc. v. TownCouncil,
In this case the defendant has chosen to disavow §
Recently, our Supreme Court has recognized the appropriateness of an "enhanced level of review" of arbitration awards which implicate a legitimate public policy. Schoonmaker v. Cummings and Lockwood ofConnecticut, P.C.,
Notwithstanding that §
The court now turns to the individual reasons assigned by the defendant for the denial.
First Reason. Denial by the Inland Wetlands Commission (Reason #1).
As a preliminary matter it is noted that while the commission briefed this issue in its original trial brief it makes no mention of it in its supplemental brief. This very likely is because on remand the unanswered questions which form the basis for the wetlands denial were many of the same questions which the commission complained were never answered by the plaintiff on remand. As stated above, the purpose of the remand was to enable the defendant to consider the answers offered to these CT Page 6359 questions. Nevertheless, the court will not deem this issue to be abandoned.
Section
Second Reason. Inadequate Drainage System (Reason #5)
This reason is predicated primarily on the failure or unwillingness of the plaintiff to comply with certain specific requirements laid down by the town engineer, Anthony Iadarola. There is no evidence in the record to support the commission's claim that the applicant refused or neglected to comply. The commission makes reference to Iadarola's letters of July 17, 1997 (Record #20) and October 2, 1997 (Record #49). While according to Mr. Iadarola's letters certain significant engineering changes had to be made to the drainage plan and other issues had to be resolved, Iadarola stated in the July 17 letter that overall, the design engineer has done a wonderful job with all of the concerns addressed in my March 16, 1997 letter". (Record #14). Moreover, his letter of October 2 indicates clearly the plaintiff's willingness to comply with all of Mr. Iadarola's requirements. There is no basis in the record to support this reason and therefore it is lacking in sufficient evidence.
The commission has focused on certain points made in these letters which it claims remain unresolved. CT Page 6360
Item #5 "The plaintiff must submit a detail for the grass drainage swale showing dimensions". (Record #49). A detail is nothing more than a drawing prepared by an engineer showing a section of the swale with dimensions. Webster's New World Dictionary, 1979, p. 384.
Such a presentation is a routine act in the construction business.
Item #9 "A pipe between two existing catch basins must be enlarged and the catch basins replaced."
There is nothing in the record to suggest that such work is unacceptable to the plaintiff.
Item #11 "Contrary to the commission's claim, Iadarola did not recommend denial of the application on this ground."
Instead, he recommended that the plaintiff provide for the increased need in drainage control by: 1) elevating the berm around the detention basin by one foot of free board, and 2) resetting the 18 inch pipe at the correct elevation.
Item 15 Here the engineer failed to make a representation on the drawing, i.e. he has failed to show piping. It would seem that this omission is so trivial that it could be taken care of at any time before final approval of the subdivision.
Item 16 Heavy emphasis is given to the following statement by Iadarola. "Mr. Gallagher (Plaintiff's engineer) does bring up a good point regarding nitrogen removal, but I do not quite follow his thinking as it pertains to the path of the renovated affluent (sic)".
This comment was made in response to Mr. Gallagher's statement contained in his letter of August 13, 1997 (Record #51). Mr. Gallagher's statement was as follows:
"It is my professional opinion and finding, that the CT Page 6361 concern over nitrogen and other (septic) pollutants with regard to the Dean Heights water system is unfounded. The nearest well on Wild Acres is over 500' away from the Dean Heights well, and none of the septic systems are "hydraulically" upgrade from the well. The renovated effluent's path of travel is either northwest or southwest of the well(s). Dean Heights has septic systems in much closer proximity to the well systems in much closer proximity to the well (100-150'). These septics are not up to today's standards with regards to distance above restrictive soil layer or groundwater. Pollution concerns pointed at Wild Acres are ludicrous. The run off which will carry storm water passes 170 ``+/- to the south of the Dean Heights well, certainly a prudent distance (as is 500' from the septic system). Renovation of pollutants in these types of soils normally occur within 25-50', with nitrogen being diluted to below 10 mg/1 after 50-100'.
If nitrogen is a concern however, not only could no other subdivision meet this test, no other subdivision has ever been required to meet it. Furthermore, if nitrogen is a concern, then it we compare farming and spreading fertilizer, cow manure, horse manure, etc., on these fields and consider both alternatives, the Wild Acres proposal is the obvious choice, taking into consideration both erosion due to plowing and nitrogen, etc.
All sewage effluent will be renovated prior to entering the recharge aquifer, especially with the 500' distance from the well(s). There will be no impact on the recharge area or the wells."
The fact that Mr. Iadarola "does not quite follow" Mr. Gallagher's thinking is no reason for the commission to charge the plaintiff with "unwillingness" or "inability" to comply. The record on the other hand strongly supports the likelihood that Mr. Gallagher would have endeavored to have Mr. Iadarola "follow his thinking" at the appropriate time.
Item 53 The defendant digresses from the subject of surface water drainage and with this item takes up the subject of subsurface sewage disposal. The commission's brief (p. 11) makes reference to a CT Page 6362 statement made by the chairperson of the commission in which he criticizes the plaintiff for not addressing "what happens when you put 24 lots uphill from the Dean Heights well".6
First and foremost, this expression of a single member of the commission does not constitute a reflection of the commission's collective judgment and so cannot be considered by the court as a duly adopted reason for denial. West Hartford Interfaith Coalition, Inc. v.Town Council, supra at 514. Secondly, this very issue was addressed and answered by the plaintiff's engineer Mr. Gallagher in his letter to the commission dated August 13. 1997. (Record #51). Mr. Gallagher's answer may be found in the court's discussion of item 16 above. Very simply, Mr. Gallagher opined that while the subject lots may topographically be uphill from the Dean Heights well, the septic systems which serve these lots will not be "hydraulically" upgrade from the well. "Hydraulic" is defined in Webster's New World Dictionary, supra at 687 as "operated by the movement and force of liquid". It is apparent that what Mr. Gallagher meant was that the sewage effluent generated by the individual septic systems when deposited into the underground leaching fields would not run untreated, downhill into the Dean Heights well but would run northwest or southwest of the well. In any event the closest septic system in Wild Acres will be 500' from the Dean Heights well and the sewage effluent will be renovated after it travels underground for a distance of 50-100'. There is no evidence in the record to support this reason.
Third Reason. Detention Basin (Reason #6)
The plaintiff proposes to construct a basin in order to control surface water drainage, prevent flooding and improve the quality of the discharged water. It has obtained written permission from the Connecticut Light and Power Company to locate the basin within the limits of a utility easement granted to Connecticut Light and Power Company by a former owner. (Record #50). The terms of the easement which is recorded in the New Milford Land Records in volume 97 at p. 555 prohibits the erection of any structure within the boundaries of the easement.
The commission argues that the letter of permission amounts to nothing more than a revocable license but the commission's reasons do not reflect that this was the basis for its disapproval of the detention basin. The commission disapproved because notwithstanding the letter it believed that the basin constitutes a structure and was therefore prohibited by the terms of the easement. CT Page 6363
The document in question (Record #50) is a letter which grants clear and unequivocal permission to the plaintiff to locate a detention basin within its easement area subject to certain conditions which the plaintiff has indicated in the record it is willing to meet. Whether the document constitutes a license or an easement should be of no concern to the defendant. It is noted that there is nothing in the subdivision regulations (Record #36) which mandates that detention and storm water drainage facilities be located on land owned in fee simple by the subdivider. It is further noted that the zoning enforcement officer of the town of New Milford pursuant to his authority under XIX-I of the New Milford zoning regulations, (Record # 39) who has the duty to enforce the zoning regulations, has not determined the basin to constitute a structure within the meaning of the term "structure" as the defined in I-V of the regulations.
It is beyond the scope of the commission's authority and is beyond the scope of this court's reviewing authority "to determine the legal nature and effect of the letter of permission. Town Close Associates v.Planning and Zoning Commission,
Fourth Reason. Water Supply.
When the defendant denied the plaintiff's initial subdivision application for 28 lots on July 24, 1997 it gave as reason number 7, the following:
7 The applicant submitted wells; however by virtue of the fact that the lots are within the footage requirements to the Dean Heights water system, they are required to tie into that. The applicant never submitted a waiver from the state, and no plans were ever submitted for a community water system.
By letter dated July 14, 1997 the Connecticut Department of Health granted a waiver of the requirement that Wild Acres use the Dean Heights community water system but that letter was not received in time for the commission to give it adequate consideration at its July 24 meeting. At its meeting of October 21, 1999 held pursuant to the remand order, the commission acknowledged the waiver but nonetheless proceeded to determine that the applicant had failed to show that there will be sufficient potable water to serve the subdivision. Parenthetically, it is noted that the commission erroneously believed that the applicant was CT Page 6364 seeking approval for 28 lots when in fact what was before the commission was the modified application seeking approval of 24 lots.
The plaintiff engaged the engineering firm of Leggette, Brashears and Graham to conduct a water supply feasibility study which resulted in a report, (Record, #33). That report contains the following statement: "The property is characterized by mainly well drained soils and is considered reasonably favorable area for ground water recharge. There is no evidence to suggest that individual domestic supply wells would adversely effect any off site wells, including the Dean Heights well field".
The plaintiff also produced the report of Henry T. Moeller a soil scientist who rendered his report on November 21, 1996 which stated: "The slopes run from three to fifteen percent and thus, are suitable for most construction without a large amount of cutting and filling. The soils are well drained and thus are suitable for septic systems. There are no wetlands or watercourses in the immediate vicinity of the above 26 lots". (Record, #30).
Because there is no evidence whatsoever in the record to support the conclusion reached by the commission as to the lack of an adequate potable water supply, the court must infer that both the commission and the Director of Health, upon whose opinions the commission relied, based their conclusions on the possibility of contamination of individual wells by septic effluent.
An examination of the record shows that the Director of Health advised the commission in writing as follows: "I am concerned about the fact that several of the sewage disposal systems are up slope from the wells" . . . the density of the proposed systems creates a potential for ground water pollution which may adversely effect (sic) the private wells that are down slope. The applicant should demonstrate that the expected volume of sewage effluent will not cause a detrimental effect". (emphasis added) (Record, #11).
The record is clear that the Connecticut Department of Health has approved a system of individual wells in this subdivision subject to the New Milford Health Director's approval as to "well sites's and "well water samples". Thus the jurisdiction of the local Director of Health is limited to sites and samples not to disapproval of the design for the entire subdivision.7
In response to the Director of Health's demand that the applicant demonstrate that "the volume of sewage effluent will not cause a detrimental effect" on the wells, the plaintiff presented Mr. Gallagher CT Page 6365 who testified at the February 6-7 and March 27, 1997 public hearings at great length. (Record #34 and 35). His testimony is replete with positive assurances that no well will be placed in jeopardy of pollution either by effluent or nitrogen. Mr. Gallagher specifically addressed the health director's concerns. The record is completely devoid of any evidence to the contrary.8
Guided by the Supreme Court's instruction in Kaufman v. ZoningCommission,
There is no discussion in the record of nor reference in the commission's reasons to the lack of credibility of the three experts which the plaintiff presented on the issue of adequacy of water supply and sewage disposal. Nor is there any evidence in the record by any other expert which contradicts the plaintiff's experts ". . . .in the absence of expert testimony, the commission was required to point to other probative evidence in the record showing that the zone change [subdivision] implicated substantial public interests". Ibid. The only evidence to which the commission may point, expert or non expert, is the Director of Health's letter of February 20, 1997 (Record, #11). In this letter the Director states his "concern for ground water pollution" of the wells by sewage effluent from the on site sewage systems. InChristian Activities Council. Congregational v. Town Council, supra at 583 our Supreme Court construed the sufficient evidence standard set forth in §
In this case there is nothing either in the Health Director's letter or elsewhere in the record which supports a real possibility that the septic effluent might pollute the wells. The evidence is decidedly to CT Page 6366 the contrary.
For the foregoing reasons the decision of the commission is reversed and the appeal is sustained.
BY THE COURT,
Mottolese, Judge