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Resolution Authorizing the Appointment of Village Deputy Treasurer

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RESOLUTION AUTHORIZING THE APPOINTMENT OF VILLAGE DEPUTY TREASURER

Resolution #1-2025 — 2025-01-23

WHEREAS

  • current Village Treasurer, Lori Urbin, has submitted her resignation effective April 7, 2025, the end of her term as Village Treasurer
  • the Village Board agrees that an overlap with the incoming Treasurer will help ensure a smooth transition to the next Treasurer
  • the Village Board passed Resolution #2 on Jan. 13, 2020, that states pursuant to NY Village Law 3-300(2)(a), all appointed officials in the Village of Red Hook need not reside in said Village, but may reside anywhere in the County of Dutchess, State of New York
  • the Village Mayor has evaluated the skills, experience, and references of Marybeth De Filippis, resident of Rhinebeck, NY, and has determined that she has the necessary experience and qualifications for the position of Village Treasurer
  • the Village Mayor recommends the appointment of Marybeth De Filippis as Deputy Treasurer with the intention of having her succeed our current Treasurer, Lori Urbin

RESOLVED

  • the Village of Red Hook Board of Trustees hereby approves the Mayor's recommended appointment of Marybeth De Filippis to be the full-time Village Deputy Treasurer, term ending April 7, 2025, with the intention of appointing her as Village Treasurer following current Treasurer Lori Urbin's end of term, April 7, 2025

Changes between versions

2025-02-102025-02-10
minor edit+020

Document title changed from 'Wastewater Facility Operation Reports' to 'Red Hook Commons Wastewater Facility'

  • Title changed from 'Wastewater Facility Operation Reports — December 2024' to 'Red Hook Commons Wastewater Facility — December 2024'
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|||||||**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |||||**_Red Hook Commons_**||||||||**_Village of Red Hook_**||||| |_Average Daily Flow :_|||_0.011 MGD (Million Gallons per Day)_|||||||||_0.037 MGD (Million Gallons per Day)_||||| ||||||**_Required Samples_**|||**_Result- Old Plant_**||||**_Result- New Plant_**||**_Compliance_**||| ||||||_CBOD_|||||13 mg/L||<1.3 mg/L||5 mg/L||| ||||||_TSS_|||||<3.33 mg/L||<2.50 mg/L||10 mg/L||| ||_December 2024_||||_NH3_|||||<0.05||<0.05|0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)|||| ||||||_Fecal Coliform_|||||<1.00/100 mL||<1.00/100 mL||200/100 mL||| ||||||_Dissolved Oxygen_|||||8.0 mg/L||8.0 mg/L|7.0 mg/L Minimum|||| ||||||_TKN_|||||<0.4mg/L||<0.505mg/L|0.4 mg/L Minimum|||| ||||||||**_Deficiencies_**|||||||||| |_Sand Filter - Red Hook_<br>_Commons_||_Sand Filters have never been rebuilt_||_or media replaced. To_||_be reviewed and incorporated into the planning_||||_for the Sewer Phase II project._||||||| |_Backflow Prev. Replacement -_||<br>_Facilities backflow Preventor in need of replacement._||||||||||||||| |_Red Hook Commons_||||||||||||||||| |_UV'S - Red Hook Commons &_||_Red Hook Commons in need of replacement of Bulb's. Village of Red Hook UV's not working due to possible_||||||||_power surge. C3ND provided Village with option to replace with new parts or to send out for evaluation._||||||| |_Village of Red Hook_||||||||||||||||| |_Grating -Village of Red Hook_||_Corroded grating over anoxic zones_||_in the new Besst treatment plant._||||||||||||| |_EPA Approved Lab_||_Updated equipment required. Village was in discussion on how to proceed with Quote for EPA equipment._||||||||||||||| |_Equipment_||||||||||||||||| |_Treatment Plant Cleaning_||_Work Completed by Village & C3ND_||||||||||||||| |**_Additional Notes:_**||||||||||||||||| |||||||||||||||||| **==> picture [650 x 487] intentionally omitted <==** **----- Start of picture text -----**<br> 92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION<br>DIVISION OF WATER Page 1 of 4<br>WASTEWATER FACILITY OPERATION REPORT FOR THE MONT December 2024<br>SPDES PERMIT FACILITY NAME FACILITY OWNER FACILITY LOCATION<br>NY-- 0271420 Village of Red Hook Sewer Village of Red Hook 7467 S Broadway Red Hook, NY12571<br>VOLUME OF SEWAGE TREATED TEMPERATURE (ºF.) pH (S.U) SETTLEABLE SOLIDS B.O.D.5 SUSPENDED SOLIDS<br>Daily Daily<br>Precip Inst.Max. Average Inst. Min Influent Effluent Influent Influent Effluent Effluent Influent Effluent Influent Effluent Influent Effluent<br>Day Date in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum Maximum Type Type Type Type<br>Sun 01 0.00 0.011 68 68 7.6 7.8 31.0 <0.1<br>Mon 02 0.00 0.013 68 68 7.7 7.7 27.0 <0.1<br>Tue 03 0.00 0.012 68 68 7.6 7.9 15.0 <0.1<br>Wed 04 0.00 0.014 68 67 7.8 7.8 33.0 <0.1<br>Thu 05 0.16 0.013 67 66 7.9 8.1 24.0 <0.1<br>Fri 06 0.01 0.013 67 66 7.7 8.0 29.0 <0.1<br>Sat 07 0.00 0.016<br>Sun 08 0.00 0.017<br>Mon 09 0.00 0.017 66 66 7.7 7.7 31.0 <0.1<br>Tue 10 0.33 0.005 66 66 7.8 7.9 24.0 <0.1<br>Wed 11 0.40 0.013 66 66 7.7 7.8 29.0 <0.1 13 3<br>Thu 12 1.62 0.007 66 66 7.9 8.1 21.0 <0.1<br>Fri 13 0.00 0.006 66 66 7.6 7.9 36.0 <0.1<br>Sat 14 0.00 0.006 66 66 7.7 7.9 28.0 <0.1<br>Sun 15 0.00 0.007 66 66 7.7 7.8 37.0 <0.1<br>Mon 16 0.26 0.005 65 66 7.5 8.0 30.0 <0.1<br>Tue 17 0.33 0.008 65 66 7.6 7.8 28.0 <0.1<br>Wed 18 0.00 0.006 65 66 7.6 7.9 27.0 <0.1<br>Thu 19 0.36 0.006 65 66 7.5 7.7 39.0 <0.1<br>Fri 20 0.00 0.003 65 66 7.7 7.9 24.0 <0.1<br>Sat 21 0.08 0.012 65 66 7.4 7.6 29.0 <0.1<br>Sun 22 0.02 0.011 65 61 7.5 7.8 20.0 <0.1<br>Mon 23 0.00 0.009 65 65 7.3 8.1 18.0 <0.1<br>Tue 24 0.12 0.000 63 65 7.6 7.9 24.0 <0.1<br>Wed 25 0.00 0.008 63 65 7.3 7.7 36.0 <0.1<br>Thu 26 0.00 0.007 62 65 7.7 7.8 29.0 <0.1<br>Fri 27 0.00 0.009 62 65 7.6 7.7 24.0 <0.1<br>Sat 28 0.14 0.007 62 65 7.6 7.9 37.0 <0.1<br>Sun 29 0.10 0.076 62 60 7.8 7.8 30.0 <0.1<br>Mon 30 0.48 0.013 59 60 7.9 7.6 26.0 <0.1<br>Tue 31 0.00 0.002 56 58 7.7 7.9 39.0 <0.1<br>Total Monthly Average Average Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l)<br>Precip. Average Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum Inf.(mg/l) Eff.(mg/l) Rem.% Rem.%<br>4.41 0.011 65 65 7.3 7.9 7.6 8.1 39.0 <0.1 13 #### 3 ####<br>30 Day Quanity 1.23 lbs/day 0.32 lbs/day<br>**----- End of picture text -----**<br> **==> picture [635 x 489] intentionally omitted <==** **----- Start of picture text -----**<br> FIXED MEDIA ACTIVATION SLUDGE<br>PROCESS CONTROL PROCESS CONTROL<br>Media<br>Dissolved Ammonia as Effluent Mixed Return Act. Waste Act.<br>TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge<br>Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS)<br>Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons<br>Sun 01 8.0<br>Mon 02 8.0<br>Tue 03 8.0<br>Wed 04 8.0<br>Thu 05 8.0<br>Fri 06 8.0<br>Sat 07 8.0<br>Sun 08 8.0<br>Mon 09 8.0<br>Tue 10 8.0<br>Wed 11 8.0 0.1 0.4<br>Thu 12 8.0<br>Fri 13 8.0<br>Sat 14 8.0<br>Sun 15 8.0<br>Mon 16 8.0<br>Tue 17 8.0<br>Wed 18 8.0<br>Thu 19 8.0<br>Fri 20 8.0<br>Sat 21 8.0<br>Sun 22 8.0<br>Mon 23 8.0<br>Tue 24 8.0<br>Wed 25 8.0<br>Thu 26 8.0<br>Fri 27 8.0<br>Sat 28 8.0<br>Sun 29 8.0<br>Mon 30 8.0<br>Tue 31 8.0<br>lbs/day lbs/day 0.000 lbs/day<br>**----- End of picture text -----**<br> ||||||||||| |---|---|---|---|---|---|---|---|---|---| |FACILITY MAILING ADDRESS (Street, City, State, Zip code)<br>14 Old Route 199 Red Hook, NY 12571||||||TELEPHONE NUMBER<br>845-244-0129||CHIEF OPERATOR'S NAME<br>C3ND ENVIRONMENTAL|CERTIFICATION GRADE<br>2A| |||TOTAL PHOSPHORUS(mg/l)||Ultra Violet||FECAL COLIFORM|REMARKS<br>Enter any other comments, observations, operating problems, equipment failure, etc||| |Day|Date|Influent<br>Type|Effluent<br>Type|MW/CM2<br>#1<br>#2||Effluent<br>MF or MPN/100ml|||| |Sun|01|||100%|100%||Red Hook Commons UV'S not currently working & in need of replacement of Bulb's.||| |Mon|02|||100%|100%||There has been customer complaints referencing odor from wastewater treatment plant, intial investigation<br>found that some odors are coming from odoris wastewater discharge, while other investigations have found that<br>the odor seems to be coming from the facilities EQ tank vent. The village is aware & are working on a<br>remdiation for the odors from the EQ vent line.||| |Tue|03|||100%|100%||||| |Wed|04|||100%|100%||||| |Thu|05|||100%|100%||||| |Fri|06|||100%|100%||||| |Sat|07|||100%|100%||||| |Sun|08|||100%|100%||||| |Mon|09|||100%|100%||||| |Tue|10|||100%|100%||||| |Wed|11|||100%|100%|1|||| |Thu|12|||100%|100%||||| |Fri|13|||100%|100%||||| |Sat|14|||100%|100%||||| |Sun|15|||0%|0%||||| |Mon|16|||0%|0%||||| |Tue|17|||0%|0%||||| |Wed|18|||0%|0%||||| |Thu|19|||0%|0%||||| |Fri|20|||0%|0%||||| |Sat|21|||0%|0%||||| |Sun|22|||0%|0%||||| |Mon|23|||0%|0%||||| |Tue|24|||0%|0%||||| |Wed|25|||0%|0%||||| |Thu|26|||0%|0%||||| |Fri|27|||0%|0%||||| |Sat|28|||0%|0%||||| |Sun|29|||0%|0%||||| |Mon|30|||0%|0%||||| |Tue|31|||0%|0%||||| |||30 day flow-weighted avg.(1)<br>Influent(mg/l) Effluent(mg/l)||Monthly<br> Minimum(1) Maximum<br>0<br>1||30 day Geometric Mean (1)<br>1|||| |||lbs/day|||||||| ||||||||||| (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 [637 x 487] intentionally omitted <==** **----- Start of picture text -----**<br> Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant:<br> NAME OF RECEIVING STREAM during month. a. Amount gallons<br>a. Chlorine lbs. b. Solid Content %<br>DATE STATION PARAMETER RESULT b. Sodium Hypochlorite gal. c. Volatile Solids Content %<br>c. soda Ash lbs. d. Disposal Site Superior Sanitation<br>d. lbs.<br>e. lbs.<br>f. lbs.<br>Amount of electrical power consumed Other Solid Waters:<br>a. Commercial kilowatt hours a. Screening cubic feet<br>b. Stand-by kilowatt hours b. Grit cubic feet<br>c. Ashes tons<br>Amount of fuel consumed d.<br>a. Natural Gas cubic feet e.<br>b. Oil gallons f.<br>c. Gasoline gallons g. Disposal Site Private hauler<br>d. Coal tons<br>e. Digester Gas cubic feet<br>f. Propane gallons Digester Gas Wasted cubic feet<br>Labor expended:<br>POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Supervisor<br>Chief Operator<br>Operator<br>Mechanic<br>I hereby affirm under penality of perjury that information proided on this form is true to the best of my knowledge and belief. False statements made<br>herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>Signature of Chief Operator or Designated Facility Representative<br>**----- End of picture text -----**<br> **==> picture [650 x 487] intentionally omitted <==** **----- Start of picture text -----**<br> 92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION<br>DIVISION OF WATER Page 1 of 4<br>WASTEWATER FACILITY OPERATION REPORT FOR THE MONT December 2024<br>SPDES PERMIT FACILITY NAME FACILITY OWNER FACILITY LOCATION<br>NY-- 0271420 Village of Red Hook Sewer Village of Red Hook 7467 S Broadway Red Hook, NY12571<br>VOLUME OF SEWAGE TREATED TEMPERATURE (ºF.) pH (S.U) SETTLEABLE SOLIDS B.O.D.5 SUSPENDED SOLIDS<br>Daily Daily<br>Precip Inst.Max. Average Inst. Min Influent Effluent Influent Influent Effluent Effluent Influent Effluent Influent Effluent Influent Effluent<br>Day Date in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum Maximum Type Type Type Type<br>Sun 01 0.00 0.040 66 68 7.0 6.7 3.0 <0.1<br>Mon 02 0.00 0.033 67 66 7.1 6.6 13.0 <0.1<br>Tue 03 0.00 0.041 67 67 7.0 6.5 5.0 <0.1<br>Wed 04 0.00 0.046 66 66 6.8 6.6 10.0 <0.1<br>Thu 05 0.16 0.036 66 66 6.7 6.6 6.0 <0.1<br>Fri 06 0.01 0.033 66 66 6.7 6.5 11.0 <0.1<br>Sat 07 0.00 0.037 66 66 7.1 6.7 7.0 <0.1<br>Sun 08 0.00 0.036 66 66 7.3 7.0 10.0 <0.1<br>Mon 09 0.00 0.041 66 66 7.0 6.8 8.0 <0.1<br>Tue 10 0.33 0.034 66 66 7.5 7.6 11.0 <0.1<br>Wed 11 0.40 0.051 66 66 7.5 7.5 7.0 <0.1 1 3<br>Thu 12 1.62 0.038 66 66 7.3 7.5 9.0 <0.1<br>Fri 13 0.00 0.032 66 66 7.2 7.3 6.0 <0.1<br>Sat 14 0.00 0.035 66 66 7.1 7.1 3.0 <0.1<br>Sun 15 0.00 0.032 66 66 7.2 7.0 10.0 <0.1<br>Mon 16 0.26 0.040 66 66 7.0 7.3 15.0 <0.1<br>Tue 17 0.33 0.044 66 66 7.1 7.3 4.0 <0.1<br>Wed 18 0.00 0.034 65 66 7.0 7.4 6.0 <0.1<br>Thu 19 0.36 0.032 65 66 7.0 7.4 3.0 <0.1<br>Fri 20 0.00 0.046 65 66 6.7 7.3 5.0 <0.1<br>Sat 21 0.08 0.034 65 66 7.9 7.6 3.0 <0.1<br>Sun 22 0.02 0.038 65 66 7.1 7.2 5.0 <0.1<br>Mon 23 0.00 0.032 65 66 7.0 7.7 10.0 <0.1<br>Tue 24 0.12 0.031 65 65 7.0 7.5 3.0 <0.1<br>Wed 25 0.00 0.033 62 65 7.1 7.2 6.0 <0.1<br>Thu 26 0.00 0.046 62 65 7.0 7.0 12.0 <0.1<br>Fri 27 0.00 0.028 62 65 7.0 7.2 5.0 <0.1<br>Sat 28 0.14 0.032 62 65 7.2 7.0 7.0 <0.1<br>Sun 29 0.10 0.028 61 64 7.0 7.1 2.0 <0.1<br>Mon 30 0.48 0.038 63 64 7.0 7.3 5.0 <0.1<br>Tue 31 0.00 0.038 60 58 6.9 7.1 1.0 <0.1<br>Total Monthly Average Average Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l)<br>Precip. Average Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum Inf.(mg/l) Eff.(mg/l) Rem.% Rem.%<br>4.41 0.037 65 66 6.7 7.9 6.5 7.7 15.0 <0.1 1 #### 3 ####<br>30 Day Quanity 0.40 lbs/day 0.77 lbs/day<br>**----- End of picture text -----**<br> **==> picture [627 x 490] intentionally omitted <==** **----- Start of picture text -----**<br> FACILITY MAILING ADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER CHIEF OPERATOR'S NAME CERTIFICATION GRADE<br>14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A<br>TOTAL PHOSPHORUS(mg/l) Ultra Violet FECAL COLIFORM<br>MW/CM2 Effluent REMARKS<br>Influent Effluent MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failure, etc<br>#1 #2<br>Day Date Type Type<br>Sun 01 100% 100% Red Hook Commons UV'S not currently working & in need of replacement of Bulb's.<br>There has been customer complaints referencing odor from wastewater treatment plant, intial<br>investigation found that some odors are coming from odoris wastewater discharge, while other<br>investigations have found that the odor seems to be coming from the facilities EQ tank vent. The<br>Mon 02 100% 100% village is aware & are working on a remdiation for the odors from the EQ vent line.<br>Tue 03 100% 100%<br>Wed 04 100% 100%<br>Thu 05 100% 100%<br>Fri 06 100% 100%<br>Sat 07 100% 100%<br>Sun 08 100% 100%<br>Mon 09 100% 100%<br>Tue 10 100% 100%<br>Wed 11 100% 100% 1<br>Thu 12 100% 100%<br>Fri 13 100% 100%<br>Sat 14 100% 100%<br>Sun 15 0% 0%<br>Mon 16 0% 0%<br>Tue 17 0% 0%<br>Wed 18 0% 0%<br>Thu 19 0% 0%<br>Fri 20 0% 0%<br>Sat 21 0% 0%<br>Sun 22 0% 0%<br>Mon 23 0% 0%<br>Tue 24 0% 0%<br>Wed 25 0% 0%<br>Thu 26 0% 0%<br>Fri 27 0% 0%<br>Sat 28 0% 0%<br>Sun 29 0% 0%<br>Mon 30 0% 0%<br>Tue 31 0% 0%<br>30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean (<br>Influent(mg/l Effluent(mg/l Minimum(1)Maximum<br>0 1 1<br>**----- End of picture text -----**<br> **==> picture [635 x 489] intentionally omitted <==** **----- Start of picture text -----**<br> FIXED MEDIA ACTIVATION SLUDGE<br>PROCESS CONTROL PROCESS CONTROL<br>Media<br>Dissolved Ammonia as Effluent Mixed Return Act. Waste Act.<br>TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge<br>Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS)<br>Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons<br>Sun 01 8.0<br>Mon 02 8.0<br>Tue 03 8.0<br>Wed 04 8.0<br>Thu 05 8.0<br>Fri 06 8.0<br>Sat 07 8.0<br>Sun 08 8.0<br>Mon 09 8.0<br>Tue 10 8.0<br>Wed 11 8.0 0.1 0.505<br>Thu 12 8.0<br>Fri 13 8.0<br>Sat 14 8.0<br>Sun 15 8.0<br>Mon 16 8.0<br>Tue 17 8.0<br>Wed 18 8.0<br>Thu 19 8.0<br>Fri 20 8.0<br>Sat 21 8.0<br>Sun 22 8.0<br>Mon 23 8.0<br>Tue 24 8.0<br>Wed 25 8.0<br>Thu 26 8.0<br>Fri 27 8.0<br>Sat 28 8.0<br>Sun 29 8.0<br>Mon 30 8.0<br>Tue 31 8.0<br>lbs/day lbs/day 0.000 lbs/day<br>**----- End of picture text -----**<br> **==> picture [637 x 487] intentionally omitted <==** **----- Start of picture text -----**<br> Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant:<br> NAME OF RECEIVING STREAM during month. a. Amount gallons<br>a. Chlorine lbs. b. Solid Content %<br>DATE STATION PARAMETER RESULT b. Sodium Hypochlorite gal. c. Volatile Solids Content %<br>c. soda Ash lbs. d. Disposal Site Superior Sanitation<br>d. lbs.<br>e. lbs.<br>f. lbs.<br>Amount of electrical power consumed Other Solid Waters:<br>a. Commercial kilowatt hours a. Screening cubic feet<br>b. Stand-by kilowatt hours b. Grit cubic feet<br>c. Ashes tons<br>Amount of fuel consumed d.<br>a. Natural Gas cubic feet e.<br>b. Oil gallons f.<br>c. Gasoline gallons g. Disposal Site Private hauler<br>d. Coal tons<br>e. Digester Gas cubic feet<br>f. Propane gallons Digester Gas Wasted cubic feet<br>Labor expended:<br>POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Supervisor<br>Chief Operator<br>Operator<br>Mechanic<br>I hereby affirm under penality of perjury that information proided on this form is true to the best of my knowledge and belief. False statements made<br>herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>Signature of Chief Operator or Designated Facility Representative<br>**----- End of picture text -----**<br>