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Village of Red Hook Wastewater System Red Hook Commons Village ofRed Hook Average Daily Flow : 0.006 MGD (Million Gallons per Day) 0.035 MGD (Million Gallons per Day) ie a RequiredCBOD Samples Result8 - mg/L. Old Plant Result -226 New mg/LPlant Compliance5 mg/L J TSS 26 mg/L 372 mg/L 10 mg/L “Deretrber 202¢° NH3 14.9 53.2 0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1- May 31) 202s-o DissolvedFecal Coliformssoived O:Oxygen 2.00/1002.0 mg/L mL 2420/1002.0 mg/L. mL 7-0 mg/L Minimum200/100ini mL TKN 18.2meg/L 82.9mg/L 0.4 mg/L Minimum Deficienci pared Her ~ RedHook Sand Filters have never been rebuilt or media replaced. To be reviewed and incorporated into the planningfor the Sewer Phase Iproject. ----- End of picture text -----

BackflowRed Hook Prev. Commons Replacement- Facilities backflow Preventor in need of replacement,

UV'S - Red Hook Commons & 1UVonat new plant. C3ND will provide village with pricing on upgraded power supplyfor the UVsystem. Ethernet cable was tested andfound to be unable to support the energy supply. Awaiting further guidance from Village ofRed Hook Enaqua. Grating -Village ofRed Hook Corroded grating over anoxic zones in the new Besst treatment plant.

EPA Approved Lab All supplies have been delivered to Village ofRed Hook WWTP except large dipper - Waiting for replacement Dipperfrom USA Bluebook. Equipment

Treatment Plant Cleaning Work Completed by Village & C3ND

Additional Notes:

|92-15-7 (7/91)-27¢|NEWYORKSTATE DEPARTMENT OF ENVIROMENTALCONSERVATION B&B DIVISIONOFWATER _— Page1 of4|NEWYORKSTATE DEPARTMENT OF ENVIROMENTALCONSERVATION B&B DIVISIONOFWATER — Page1 of4| |---|---|---| |WASTEWATER FACILITYOPERATIONREPORTFORTHE||THEMON’ January 2025| |NY--0271420 Village of Red Hook Sewer||Village of Red Hook 7467 S Broadway Red Hook, NY12571| | vaily | 046 [ | - | - | 010 | - | - | ** 000 ** | ** | - | o4 | - | 0.00 | - | - | 0.00 | - | - | 0.02 ** | ** | - | ooo | - | - | - | to{ | 000 | - | - | ** ** | ** | 13 | 0.00 | - | - | - | - | 000 | - | - | - | - | 000 | - | - | - | ** | - | - | - | - | - | ** 0.00 ** | ** | - | - | 25] 0.00 [ | - | ** | ** | 000 | - | - | 0.00 | - | - | 0.00 | - | - | - | ooo | - | - | Dai | - | - | - | 48 | - | - | 54 | ** | - | - | - | - | - | - | - | - | - | - | - | 54 | 55 | - | - | ** | - | ** | 55 | - | - | - | 5 | - | - | - | - | - | - | SUSPENDED SOLIDS | Maximum | Maximum} | 5 J | - | - | 280 | <o1 Po tC | 53 7 | ato | <o1Po | - | 50ff 73 ff 75 150 | <o1PT | 50ff 76 ff 75 [ | 700 | <o1fo} | 45 J | - | 370 | <0o1 J | - | so [ | - | - | - | 450 [ | 20 J[ | Jf | - | 52 fy | - | 300 | 50 J | ft | 380fC | 48oe | ** ot PO | 48 7 | - | - | - | 21 | - | 360 | <o1 J | J | - | so [ | 76 | - | 77 | 490 | <0o1Po] | 49 Tt 77[TT 79 | 270 | <o1Tot | <o1fT | 55 J | 76TT 73 | 1180 | <o1 Po | - | 50 Tt 7a fT | 000 | <o1fTCC | 49 [ | 75 | - | 78 | 500 | <01 J | - | - | 480 [ <01 J | ft | 52 fy | 76 | - | 79 | 550 | <o1 J | - | 20 | - | 53 JT | - | - | 305 | <01 Jo | - | - | 55 J | 76 | of 73 ** | ** 900 [ <01 J | - | - | ft | 51 J | - | - | - | 320 | <01 JotJf | - | so [ | 78 | - | - | 350 | <01 Jo]Jf | 49 fo | 72 | - | 300 | <01 fo | - | - | - | - | 350 | <01 fo | Jf | | bl | - | - | Thu] oz | - | - | Fri[os ** | - | - | Sat | 0.0 | Sun] os | - | - | Mon] os | - | - | Tue] o7 | - | - | Wed | - | Thu] og [ ooo | - | Fi | - | - | - | sat] 11[003 ** | - | sun] 2{ 000 | - | - | - | Tue] 14] 000 | - | Wed 15 | - | - | Thu] 16[000[ | Fi[17] 005 [ | sat] 18 | - | - | sun] 19[044[ | Mon] 20[ **0.**38 ** | - | Tue | 1 | 00 | Wed_22[0.00 [ | Thu] 23 ** | - | - | Fri] | Sat | - | Sun] 26[0.00 | - | Mon] | - | - | Wed 29 | - | - | Thu] 30 | - | - | Fri | 31 | - | - | - | MGD | - | 53 | f | 0.006 | 0.006 | ooo [ | 0.008 ** | ooo | 52 | - | 56 | - | 56 | ft 44 | - | 46 | - | 50 | { | ooo1[ | Tf | of 55 | 50 | - | 56 | - | 0008 | ooo | f 53 | - | 11 [Tf | - | 52 | - | 48 | of 47 | Jf 50 | FSCSero | - | =Type | - | 74 | ft 76 | - | - | [ | - | - | [ | - | Ze | - | - | 2 A | - | 73 Jf | - | - | - | - | 76 | - | 81 | - | - | - | - | - | 74 [of 79 | - | - | Tas ee | - | 120 ** | [ | - | 79 | - | 76 | <07 | {[ 80 [ | - | - | - | - | - | - | - | - | - | - | - | - | [ sé fo | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | - | J | PS 2 | - | - | - | - | - | - | - | - | 8 J | - | Ze | - | 72 | [76 | - | - | ft | [ | - | - | - | - | Jf | - | - | - | 78 | - | 76 | - | - | - | - | - | - | 76 | - | [ | - | - | 7s | - | - | 8 | 74 | - | 76 | - | - | J | | Day | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | s | - | - | - | - | - | - | - | - | - | Mon | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 4 | - | - | - | - | 7{ ooo [ | - | - | - | - | - | - | - | - | - | - | - | - | - | MGD | - | 0008 | 50 | - | - | - | - | - | ooo | - | ooo | - | 0007 Tf aa | ooo8 | - | ooo7 [ | - | 0001 | - | - | 4 | 0003 | ooo ** | - | 0.004 | - | - | - | ooo | - | 3 | - | oo00 | - | ooo | oo12 | - | (2) | - | Type | - | - | - | - | - | 77 [of 78 | - | - | - | - | 2 ee | - | - | [ | - | 78 | - | - | - | - | - | - | [ | - | - | - | - | - | - | - | - | 76 fT 800 | - | - | - | - | - | - | - | o]oy | - | - | - | - | - | - | - | - | - | - | - | - | - | ft te | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | es | - | - | - | - | - | - | - | - | - | - | ee - <S | - | - | - | - | - | - | - | - | - | - | - | 3 Tf | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | [ 51 J | - | - | - | - | - | - | | in/day | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 00 | - | - | - | - | Tue] 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | (2) | - | - | ooo [ | - | - | - | - | - | [ | - | - | - | 8 | - | - | - | - | - | - | - | 0001 [ | - | - | - | ooo [Tf 53 | - | - | - | - | - | 0005 | - | - | - | - | - | - | Maximum | - | Type | - | - | - | - | - | - | - | - | - | - | ee es ee ee | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | [ 52 J | - | - | - | - | - | - | - | - | - | - | - | - | - | 150 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | [ 54 Tf | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 9 [Tf | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | MGD | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ooo | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ooo ** | - | - | - | - | - | - | - | - | - | - | - | - | - | - | Type | - | - | - | - | - | - | - | - | - | - | es x | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | J | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 72 [ | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Wed oi | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 75 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | [ 80 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | [ | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |Precip.|Average Influent|Effluent Minimum Maximum Minimum Maximum|Maximum|MaximumJ int<mgf) Eff.(mgf) Rem.% Rem.%| |1.18|0.006 52|51 70 | 79 7.2 | 8.1 118.0 5 16 |HR 45 |HH|

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14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A =i Influent Effluent MW/CM2 ME orEffluent MPN/100m Enter any other comments, observations,REMARKSoperating problems, equipment failure, etc pene i a | ere has been customer complaints referencing odor trom wastewater treaiment piant, intial investigations have found that the odor seems to be coming from the facilities EQ tank vent. The Thu | 02 0% 0% village is aware & are working on a remdiation for the odors from the EQ vent line. sat fos]=)| a aeei sunfosf | eee Mon}os} | aRS jos}a) SSee poof| a|e ett aeniaieaeataes | LSeee See EL a—4.—] rraEEEee| eer erg sun} iz]| rseee Mon} 13}| crees — a a aE ee asee a =eee a a ESee —_ aD

Mon} 2of | A j2ij rr a SE aes —EEE a eee |ene es elaee 7 Mon] 27] [|_|] =ae aes ae aal a | on lt is) 0 1 zi 30day flow-weighted avg.(1} Monthly 30 dayGeometric Mean (1) Refer lo current edilion of "Natice to SPDES Permitees Regarding Use of tha Nalional Pollutant Discharge Elimination System (NPDES) Discharge Monitoring Report Form* for procedures to calculate loadings, flow-weighled average, geometric mean, maximum minimum, percent removal. etc. ----- End of picture text -----

Note: Refer to current SPDES permit for specific monitoring requirements, Sample type for chlorine residual and fecal coliforms is grab.

|Effect on Receiving Stream Name and amount ofchemicals used in treatment process