Red Hook WatchIndependent Community Resource

Water Department Report — September 2025

Meetings/Documents/att::2025-10-06_minutes_700__b13
Attached document2025-10-06

Village of Red Hook WATER DEPARTMENT REPORT September 2025

We had an operational meeting on Sept. 10[th] & 25[th] where we reviewed water operations.

There was a leak on South Rt. 9 in front of Golden Wok. Turned out the leak was from a gooseneck connection to a building that used to be roughly where the MHVFCU Bank drive-thru is now. The leak was fixed overnight on Sept 10[th] . Rich Winter from Rural Water aided the team during the emergency fix.

There are two flow meters at the Water Treatment Plant: one where the water comes in from the wells, and one right before the water heads out into distribution in our system. We had been reading the flow meter at the entry from the wells. The proper meter to read is prior to distribution. In reading the distribution meter, it was discovered that there was a valve that was open so that a portion of the water was not running through the distribution meter. That valve has now been closed, and the water treatment readings are now being taken from the distribution meter.

Chlorine residuals have been good. There is discussion of whether we need an automatic flushing hydrant at the end of the system in one or two locations where there is no loop in the system. More to follow on this.

We discussed prioritizing meter replacements to cell meters in the Sewer District. If there is a water leak or a toilet breaks as happened in an apartment building, the cell meter allows for immediate reading of water use which helped identify and locate the leak. This extra water was running into the WWTP, increasing the daily flow leading to the full use of the extra EQ tank.

Following up on a reported internal water leak at the Red Hook Country Inn, it was determined that there is a separate 4” water line from the water main in Rt. 9 to the Inn that is used to supply their fire suppression system. It is not connected to their regular water supply. This connection is now shown on our water system map. There may be others like this. We will record them as we discover them.

At the Water Treatment Plant, a check valve is scheduled to be installed. There are check valves at each of the Wells, but there is not one in the Plant itself. All the parts are here. Due to other emergency work, this work is now expected to be completed in October.

We have now switched our lab for both water and sewer samples to AG.

Microbiological Sample Results

NEW YORK STATE DEPARTMENT OF HEALTH

Water Systems Operation Report

Bureau of Water Supply Protection

|Public Water System Name es|Public Water System Name es|Public Water System Name es|Public Water System Name es|Reporting Month/Year es|Reporting Month/Year es|Date Report Submitted es|Date Report Submitted es|Date Report Submitted es|Source Water Type(s) es|Source Water Type(s) es| |---|---|---|---|---|---|---|---|---|---|---| | Village of Red Hook | - | - | - | Sep-25 | - | 10/1/2025 | - | - | Surface | | a | - | - | - | a | - | a | - | - | Ground | | - | - | - | - | - | - | - | - | - | GWUDI | | - | - | - | - | - | - | - | - | - | Purchase with subsequent chlorination | | - | - | - | - | - | - | - | - | - | Purchase w/out subsequent chlorination | | - | - | - | - | - | - | - | - | - | a | | - | - | - | - | - | - | - | - | - | ee | |Public Water System ID ee||||County ee||Town, Village, or City ee||||| |NY1302775 a||||Dutchess||Village of Red Hook||||| |et a( et|re||||||||||| |DATE et a|Source(s) in Use et| a|Treated water volume (1,000 gallons/day) a | a|Chlorination a( re||||Other Treatments / Readings ( |||| ||||Gaseous a( re||Liquid ( reTe|Free chlorine residual at entry point (mg/l) ( Te|( Te ee|( Te ee|( Te ee|( Te ee| ||||Cylinder weight (lbs.) ( re ee|Chlorine used per day (lbs.) ( re ee|Hypochlorite added to crock (gallons or quarts) ( reTe ee|||||| |1 et a|3,9,12,13&15 et | a|125864

| ~~ a|(~~ re ee|( re ee|10 ( re ee|2.23 ( |(

ee|(

ee|(

ee|(

ee| |2 ~~a ~~ a|3,9,12,13&15 a a|127601 a ee|ee ee|ee ee|ee ee|2.09 ee|ee|ee|ee|ee| |3 a a|3,9,12,13&15 a a|127171 ee a|ee ee|ee se|10 ee se|2.19 ee||||| |4 a a a|3,9,12,13&15 a a a|124483 ~~ee ~~ a a|ee ee a|ee se ee|ee se ee|2.02 ee ee|ee|ee|ee|| |5 a a a|3,9,12,13&15 ~~a ~~ a a|185156 a a es|~~ee ~~ a ee|se ee ee|10 se ee ee|2.05 ee ee|ee ee|ee ee|ee ee|| |6 a a|3,9,12,13&15 ~~a ~~ a|259190 a es|a ee|ee ee|~~ee ~~ ee|2.01 ee ee|ee ee|ee ee|ee ee|| |7 ~~a ~~ a|3,9,12,13&15 a a|258013 ~~es ~~ ee|ee ee|ee ee|10 ee ee|1.9 ee|ee ee|ee ee|ee ee|| |8 a a|3,9,12,13&15 a a|259536 ee es|ee ee|ee ee|ee ee|1.89 ee|ee ee|ee ee|ee ee|| |9 ~~a ~~ a a|3,9,12,13&15 a a a|277877 ~~ee ~~ es se|ee ee se|ee ee se|10 ee ee ee|1.88 ee ee|ee ee ee|ee ee ee|ee ee ee|eee| |10 a a a|3,9,12,13&15 a a a|279675 ~~es ~~ se a|ee se a|ee se ee|ee ee ee|1.79 ee ee ee|ee ee ee|ee ee ee|ee ee ee|eee| |11 ~~a ~~ a|3,9,12,13&15 a a|247800 se a|se a|se ee|10 ee ee|1.84 ee ee|ee ee|ee ee|ee ee|eee| |12 a a a|3,9,12,13&15 ~~a ~~ a a|241830 a se a|a se a|ee se ee|ee se ee|1.88 ee se ee|ee se ee|ee se ee|ee se ee|se| |13 a a|3,9,12,13&15 a a|239652 a ee|a ee|ee ee|20 ee ee|1.93 ee ee|ee|ee|ee|| |14 a a a|3,9,12,13&15 ~~a ~~ a a|239095 a ee a|a ee ee|ee ee ee|~~ee ~~ ee ee|2.02 ee ee ee|ee ee|ee ee|ee ee|| |15 a a a|3,9,12,13&15 a a a|248949 ~~ee ~~ a es|ee ee ee|ee ee ee|ee ee ee|1.91 ee ee ee|ee ee|ee ee|ee ee|ee| |16 ~~a ~~ a a|3,9,12,13&15 ~~a ~~ a a|242019 a es a|ee ee ee|ee ee ee|ee ee ee|1.83 ~~ee ~~ ee ee|~~ee ~~ ee ee|ee ee ee|ee ee ee|ee| |17 ~~a ~~ a a|3,9,12,13&15 a a a|239740 ~~es ~~ a ee|ee ee ee|ee ee ee|10 ee ee ee|1.89 ee ee ee|ee ee|ee ee|ee ee|ee| |18 ~~a ~~ a a|3,9,12,13&15 ~~a ~~ a ee|252142 a ee ee|ee ee ee|ee ee es|ee ee|1.84 ~~ee ~~ ee|~~ee ~~|ee|ee|| |19 a a|3,9,12,13&15 a ee|251368 ~~ee ~~ ee|ee ee|ee es|10 ee|1.89 ee||||| |20 a a a|3,9,12,13&15 ee a a|256818 ee se ee|ee se se|es se se|5 se se|1.75 se|se|se|se|se| |21 a|3,9,12,13&15 a|251378 ee|se|se|5 se|1.79||||| |22 ~~a ~~ a a|3,9,12,13&15 a ee es|245761 ~~ee ~~ ee es|se ee es|se es|se ee|1.71 CO|CO|CO||| |23 a a|3,9,12,13&15 es ee|224852 es ee|es ee|es es|10 ee|1.73||||| |24 a a a|3,9,12,13&15 es ee a|216747 es ee a|es ee es|es es es|ee ee|1.81||||| |25 a a|3,9,12,13&15 ee a|225677 ee a|ee es|es es|25 ee|1.82||||| |26 a a a|3,9,12,13&15 a a ee|217330 a se ee|es se ee|es se es|ee se|1.81 se|se|se|se|se| |27 a a|3,9,12,13&15 ee|219993 ee|ee|es||1.84|||OO|| |28 a a a|3,9,12,13&15 ee ee|260779 ee ee|ee ee|es QC|QC|1.87 QC|QC|QC|QC OO|QC| |29 a|3,9,12,13&15 se|231643 se|se|se|se|1.66|||OO|| |30 a a|3,9,12,13&15 se es|230507 ~~se ~~ ee|es ee|es ee|10 es ee|1.75 es es||||| |a a|es|ee ee|ee ee|ee ee|ee ee|es ee|ee|ee|eee|ee| |Total a a|~~es ~~|6808646 ee ee|ee ee|ee ee|155 ee ee|es ee|ee|ee|eee|ee| |AVG. a a|a|226955 ee|ee|#DIV/0! ee|5.00 ee|1.83 ~~ee ~~|#DIV/0! ee|#DIV/0! ee|#DIV/0! eee|#DIV/0! ee|

Microbiological Samples and Free Chlorine Residual

| Sample Location | Date of Sample | Sample Type | Total | E.coli | Free Chlorine Residual | 3 | | - | - | 1.Routine | Coliform | Positive | (mg/l) | 3 | | - | - | 2.Repeat | Positive | - | - | Did not collect/analyze repeat sample. | | - | - | - | - | - | - | Free Chlorine Residual | | - | - | - | - | - | - | Population Served: | | - | - | - | - | - | - | Number of microbiological monitoring samples required: | | - | - | - | - | - | - | Number of microbiological monitoring samples taken: | | - | - | - | - | - | - | Did an M&R violation oc | | - | - | - | - | - | - | If “Yes,” check reason (s) below: | | - | - | - | - | - | - | Actual number of samples is fewer than required. | | - | - | - | - | - | - | Did an MCL violation occur? | | - | - | - | - | - | - | Did not collect/analyze for E. coli for positive total coliform from | | - | - | - | - | - | - | routine/repeat sample. | | - | - | - | - | - | - | If “Yes,” check reason(s) below (see also Part 5, Table 6 for | | - | - | - | - | - | - | additional information). | | - | - | - | - | - | - | For systems collecting less than 40 samples per month: two or more of the | | - | - | - | - | - | - | samples (routine and /or repeat) are positive for total coliform (= total coliform | | - | - | - | - | - | - | MCL | | - | - | - | - | - | - | violation). | | - | - | - | - | - | - | The original sample was E.coli positive and at least 1 repeat sample was | | - | - | - | - | - | - | positive for total coliform ( =E.coli MCL violation | | - | - | - | - | - | - | ). | | - | - | - | - | - | - | For systems collecting 40 or more samples per month: more than 5% of the | | - | - | - | - | - | - | samples (routine and/or repeat) are positive for total coliform (= total coliform | | - | - | - | - | - | - | MCL | | - | - | - | - | - | - | violation). | | - | - | - | - | - | - | Yes | | - | - | - | - | - | - | No | | - | - | - | - | - | - | Yes | | - | - | - | - | - | - | No | |11 Cambridge|9/19/2025|1|Yes No|Yes No|1.55|| |7588 Broadway a|9/19/2025 ee|1 ee|Yes No ee|Yes No ee|1.12 ee|| |Traditions Post office a|9/19/2025 ee|1 ee|Yes No ee|Yes No ee|1.07 ee|| |a|ee|ee|Yes No ee|Yes No ee|ee|| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||Reminder: System must collect a minimum of five (5) routine microbiological monitoring samples during the month following a repeat sample collection.| ||||Yes No|Yes No||| |||||||As required by 5-1.72, “Operation of a Public Water System,” a copy of this form shall be sent to your local health department by the 10th calendar day of the next reporting period.| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No|||

Sample Collector(s): Les Coon Jr

Name of NYSDOH Certified Laboratory: AG Environmental labs Did any MCL violation occur? If so, please describe: NO

Did an emergency or low pressure problem occur? Did source water bypass an existing treatment process in the system? If so, please explain.

Service line leak in area of Golden Wok (abandoned service line)

Comments: Discovered distribution valve #2 open creating a bypass in flow metering. After closing flow increased from ~83 gpm to ~164 gpm