Zoning Board of Appeals — 2022-03-09

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Zoning Board of Appeals — 2022-03-09
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TOWN OF RED HOOK ZONING BOARD OF APPEALS March 9, 2022 AGENDA Preliminary Business 7:00

Call to Order - Roll Call Approval of February 9, 2022 Meeting Minutes Review of Planning Board Minutes Comments from the Chair

Public Hearing ZBA 22-02 Adam and Michelle Castiglione, application for two Area Variances to construct a cottage with a garage below it, ten feet from the side property line, and having a gross floor area of 984 SF. Section 143-68E of the Town of Red Hook Zoning Law requires that the structure shall be set back 35 feet from the side property line, and Section 143-68A of the Town of Red Hook Zoning Law limits the gross floor area to 650 SF. The subject parcel is located at 7 Whalesback Road, in the Town of Red Hook, in the RD3 Zoning District.

Public Hearing ZBA 22-04 Gregory and Elizabeth Bathrick, application for two Area Variances, the first regards the placement of a garage, in front of a proposed dwelling, 35 feet from the front property line, on the subject parcel. Section 143-18 A (4) of the Town of Red Hook Zoning Law stipulates that an accessory structure project no closer than the principal structure, or meet the required front yard setback of 60 feet. The second variance regards the construction of a number of buildings on the subject parcel, resulting in a maximum building coverage of 11%, and a minimum open space of 72%. The Town of Red Hook Zoning Code, Section 143-12, District Schedule of Area and Bulk Regulations, limits the maximum building coverage to 7%, and requires a minimum of open space of 80%. The subject parcel is located at 81 Country Club Drive, in the Town of Red Hook, in the RD3 Zoning District. Pursuant to New York State legislation (S.50001/A.40001), which allows state and local government meetings that are normally held in person to be held remotely instead, as long as the public has the ability to view or listen to the meeting and as long as the meeting is recorded and later transcribed, and advisories issued by Federal, State,

and Local officials, related to the COVID-19 virus, the Zoning Board of Appeals will hold the meeting remotely. There will be no in person gathering at the Town Hall. The meeting will be held by video conference, and can be viewed at the RH ZBA Meeting YouTube Channel: https://www.youtube.com/channel/UCaDQcpNaCp3cV1Z6loBbPcA?view_as=subscriber

Pursuant to the above cited legislation, this meeting will be recorded and transcribed. Please contact ZBA Clerk, Anne Rubin, at arubin@redhook.org, or (845)758-4624 with any questions. The next regularly scheduled ZBA Meeting is Wednesday, April 13, 2022. Please consult the Town website, or call the Town Clerk to find out if this meeting will be held remotely, or in person, at Town Hall. Prospective ZBA Applicants must present their application to ZEO Bob Fennell. The submission deadline for this meeting is Tuesday, April 5, 2022.

Changes between versions

2025-01-13→2025-01-13

substantive change+35 −35

Daily sewage treatment volumes and operational parameters substantially revised throughout November 2024 report.

Daily MGD (Million Gallons per Day) volumes increased significantly across all 30 days, ranging from 0.029–0.052 MGD in Document B versus 0.007–0.016 MGD in Document A
Monthly average MGD increased from 0.010 to 0.039 MGD
Temperature readings adjusted for multiple days (e.g., Nov 25–30 effluent temperatures lowered from 70°F to 67–68°F)
pH values recalibrated throughout (e.g., Nov 1 influent changed from 7.8 to 7.2)
Settleable solids and B.O.D.5 values revised (e.g., Nov 22 B.O.D.5 influent reduced from 37 to 25 mg/l)
30-day quantity lbs/day metrics increased substantially (influent from 3.11 to 8.07 lbs/day; effluent from 0.22 to 0.87 lbs/day)
UV equipment remarks updated from 'in need of replacement of Bulb's' to 'not working due to possible power surge'

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92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION ||||||||||||||||DIVISION OF WATER|DIVISION OF WATER|DIVISION OF WATER|DIVISION OF WATER||||||||||||||||||||||||||Page 1 of 4|Page 1 of 4|| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT**||||||||||||**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT**||||||||November||||||||||2024||||||||||||||||| |**NY--** SPDES PERMIT 0271420||||FACILITY NAME Village of Red Hook Sewer||||||||||FACILITY OWNER Village of Red Hook|||||||7467 S Broadway Red Hook, NY12571|FACILITY LOCATION 7467 S Broadway Red Hook, NY12571||||||||7467 S Broadway Red Hook, NY12571||||||||||||||||| |Day|Date||Daily Precip in/day|Inst.Max. MGD VOLUME OF SEWAGE TREATED||Inst.Max. Daily Average MGD VOLUME OF SEWAGE TREATED||Inst. Min MGD VOLUME OF SEWAGE TREATED||Influent (2) Effluent (2) TEMPERATURE (ºF.)|||||Effluent Influent Minimum|Influent Maximum Effluent Minimum pH (S.U)|||||Effluent Maximum||SETTLEABLE SOLIDS Influent Maximum Effluent Maximum|||||B.O.D.5 Influent Type Effluent Type||||||||||SUSPENDED SOLIDS Influent Type Effluent Type||||||||| |Fri|01||0.00||||0.009041||||70||70||||7.82||||7.52||2110.0||<0.1|||||||||||||||||||||| |Sat|02||0.00||||0.009038||||70||70||||7.73||||7.82||176.0||<0.1|||||||||||||||||||||| |Sun|03||0.00||||0.009039||||70||70||||7.71||||7.72||243.0||<0.1|||||||||||||||||||||| |Mon|04||0.00||||0.010042||||70||70||||7.84||||7.70||157.0||<0.1|||||||||||||||||||||| |Tue|05||0.00||||0.009043||||70||70||||7.97||||7.61||315.0||<0.1|||||||||||||||||||||| |Wed|06||0.00||||0.008039||||70||70||||7.73||||7.82||179.0||<0.1|||||||||||||||||||||| |Thu|07||0.00||||0.009039||||70||70||||7.61||||7.91||266.0||<0.1|||||||||||||||||||||| |Fri|08||0.00||||0.008037||||70||70||||7.84||||7.74||157.0||<0.1|||||||||||||||||||||| |Sat|09||0.00||||0.009039||||70||70||||7.73||||7.80||244.0||<0.1|||||||||||||||||||||| |Sun|10||0.00||||0.010037||||70||70||||7.81||||7.83||3110.0||<0.1|||||||||||||||||||||| |Mon|11||0.23||||0.008029||||70||70||||7.94||||87.15||195.0||<0.1|||||||||||||||||||||| |Tue|12||0.00||||0.009039||||70||70||||7.73||||7.81||289.0||<0.1|||||||||||||||||||||| |Wed|13||0.00||||0.008043||||70||70||||7.51||||7.70||366.0||<0.1|||||||||||||||||||||| |Thu|14||0.00||||0.007040||||70||70||||7.82||||6.7.8||2115.0||<0.1|||||||||||||||||||||| |Fri|15||0.00||||0.009041||||70||70||||7.70||||87.0||3910.0||<0.1|||||||||||||||||||||| |Sat|16||0.00||||0.011031||||70||70||||7.93||||7.90||158.0||<0.1|||||||||||||||||||||| |Sun|17||0.00||||0.010035||||70||70||||7.71||||7.70||2410.0||<0.1|||||||||||||||||||||| |Mon|18||0.00||||0.009034||||70||70||||7.82||||7.80||175.0||<0.1|||||||||||||||||||||| |Tue|19||0.00||||0.008034||||70||70||||7.82||||87.10||2911.0||<0.1|||||||||||||||||||||| |Wed|20||0.00||||0.016052||||70||70||||7.60||||76.8||2015.0||<0.1|||||||||||||||||||||| |Thu|21||0.61||||0.011043||||70||70||||7.86||||7.93||3110.0||<0.1|||||||||||||||||||||| |Fri|22||1.94||||0.011040||||6870||70||||7.74||||7.72||4317.0||<0.1|||||||||||3725|||||||||3|| |Sat|23||0.33||||0.011039||||6770||70||||7.51||||7.70||246.0||<0.1|||||||||||||||||||||| |Sun|24||0.00||||0.012041||||6870||70||||7.70||||7.93||379.0||<0.1|||||||||||||||||||||| |Mon|25||0.00||||0.013039||||6870||7067||||7.40||||7.80||2016.0||<0.1|||||||||||||||||||||| |Tue|26||0.04||||0.011033||||6870||6967||||7.70||||6.7.9||3124.0||<0.1|||||||||||||||||||||| |Wed|27||0.30||||0.010036||||6770||6867||||7.51||||76.78||2410.0||<0.1|||||||||||||||||||||| |Thu|28||0.16||||0.011042||||6770||6867||||7.80||||76.86||2915.0||<0.1|||||||||||||||||||||| |Fri|29||0.60||||0.013038||||6769||6867||||7.60||||6.7.8||216.0||<0.1|||||||||||||||||||||| |Sat|30||0.02||||0.012036||||6668||68||||7.80||||7.61||3415.0||<0.1|||||||||||||||||||||| |||||||||||||||||||||||||||||||||||||||||||||||| ||||Total Precip.||||Monthly Average|||Average Influent||Average|Average Effluent|Average|Average Minimum|Maximum||Minimum|||Maximum||Monthly Maximum|Monthly Maximum|||30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l) Rem.%|||||||||||30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l) Rem.%||||||||| ||||4.23||||0.010039||||70||69||707.0||7.47||76.96||7.5||8.1||4324.0||<0.1||||||3725||||||####|||||3|||####|| ||||||||||||||||||||||||30 Day Quanity|30 Day Quanity|||||38.1107|||||||lbs/day|||0.2287||||||lbs/day|| **==> picture [564557 x 462461] intentionally omitted <==** **----- Start of picture text -----** FACILITY MAILING ADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER CHIEF OPERATOR'S NAME CERTIFICATION GRADE 14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A TOTAL PHOSPHORUS(mg/l) Ultra Violet FECAL COLIFORM MW/CM2 Effluent REMARKS Influent Effluent MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failure, etc #1 #2 Day Date Type Type Fri 01 100% 100% Village of Red Hook Commons UV'S s not currently working &due into needpossible ofpower replacement of Bulb'ssurge. There has been customer complaints referencing odor from wastewater treatment plant, intial investigation found that some odors are coming from odoris wastewater discharge, while other investigations have found that the odor seems to be coming from the facilities EQ tank vent. The Sat 02 100% 100% village is aware & are working on a remdiation for the odors from the EQ vent line. Sun 03 100% 100% Mon 04 100% 100% Tue 05 100% 100% Wed 06 100% 100% Thu 07 100% 100% Fri 08 100% 100% Sat 09 100% 100% Sun 10 100% 100% Mon 11 100% 100% Tue 12 100% 100% Wed 13 100% 100% Thu 14 100% 100% Fri 15 100% 100% Sat 16 100% 100% Sun 17 100% 100% Mon 18 100% 100% Tue 19 100% 100% Wed 20 100% 100% Thu 21 100% 100% Fri 22 100% 100% 1 Sat 23 100% 100% Sun 24 100% 100% Mon 25 100% 100% Tue 26 100% 100% Wed 27 100% 100% Thu 28 100% 100% Fri 29 100% 100% Sat 30 100% 100% Sat 30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean ( Influent(mg/l Effluent(mg/l Minimum(1)Maximum 1 1 1 lbs/day **----- End of picture text -----** - (1) Refer to current edition of "Notice to SPDES Permitees Regarding Use of the National Pollutant Discharge Elimination System (NPDES) Discharge Monitoring Report Form" for procedures to calculate loadings, flow-weighted average, geometric mean, maximum minimum, percent removal, etc. Note: Refer to current SPDES permit for specific monitoring requirements. Sample type for chlorine residual and fecal coliforms is grab. **==> picture [635 x 489] intentionally omitted <==** **----- Start of picture text -----** FIXED MEDIA ACTIVATION SLUDGE PROCESS CONTROL PROCESS CONTROL Media Dissolved Ammonia as Effluent Mixed Return Act. Waste Act. TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS) Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons Fri 01 7.0 Sat 02 7.0 Sun 03 7.0 Mon 04 7.0 Tue 05 7.0 Wed 06 7.0 430250 300150 Thu 07 7.0 470 320 Fri 08 7.0 240 150 Sat 09 7.0 Sun 10 7.0 Mon 11 7.0 Tue 12 7.0 450260 300170 Wed 13 7.0 Thu 14 7.0 Fri 15 7.0 Sat 16 7.0 Sun 17 7.0 Mon 18 7.0 Tue 19 7.0 Wed 20 7.0 Thu 21 7.0 Fri 22 7.0 0.1 0.4 Sat 23 7.0 Sun 24 7.0 Mon 25 7.0 Tue 26 7.0 Wed 27 7.0 Thu 28 7.0 Fri 29 7.0 Sat 30 7.0 Sat lbs/day lbs/day 0.000 lbs/day **----- End of picture text -----** **==> picture [679 x 509] intentionally omitted <==**

Recurring pattern

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