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Cc32riironni ntal e Consulting ----- End of picture text -----

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Village of Red Hook Wastewater System Red Hook Commons Village ofRed Hook Average Daily Flow : 0.015 MGD (Million Gallons per Day 0.039 MGD (Million Gallons per Day) Required Samples Result Compliance BOD (June 1 - Oct 31) 1.9 mg/L 5me/L February 2024 TSS <2.50mg/L 10 mg/L NH3 <0.50 0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31) Fecal Coliform <1.00/100 mL 200/100 mL Dissolved Oxygen 8.0 mg/L .o mg/L Minimum Deficiencies Anoxic Mixers Placed Aeration tank back in service, system is working properly Sand Filter Rebuild Sand Filters have never been rebuilt or media replaced. Should price and schedulefor the nearfuture. Train Downfor Review Reviewed Train andfound air getting into the aeration tank. Currently working on pricing for replacement parts. Train scheduled to go back online on 1/8/2024 Pump Station Pump Station pumps clogging issues have been an issuefor same time. Pump Station mixing should be implemented to help with pump failure and pump station pump outs. Backflow Prev. Facilities backflow Preventor in need of replacement. Additional Notes: ----- End of picture text -----

|92-15-7 (7/91)-27¢ NEWYORKSTATEDEPARTMENTOFENVIROMENTAL CONSERVATION

DIVISION OFWATER

Maximum

int¢mg/) Eff.(ma/l)Rem.% Inf.(mgf) Eff.(mg/)Rem.%

2.02 0.055 47 46 6.5 7.6 6.7 7.5 9.0 <0.1 3 H#DIV/0! 3 DIV/0!

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14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A =a Enter any other comments, observations, operating problems, equipment failure, etc lowData Type Type MWICM2 Effluent REMARKS |tuforf | eee a a | jsat}os} | t00% | | jsunfoafIMonfos}ftuefos} || aa | (eeeesgee(eea ar Wed}or} | t0.0% | too PO a | t00% | too Fi foo} |es 2t00% | 100% SSes bsatfiof | t00% ftom PO Mon 2}a|ee) t00% ftom LS | i a a wea] 1a{ | | 100m | 100m | ——4dY SSCS... trufis|Fifties] | t00% | LL, SACCOCOCSCOCO..CCCCCCTCTTTTTTTTTTTTTCCSY| Ea Ed ee| 00% | (SSa(|ge! Monf—_— a (ey (eee yee ofes| LSee| Fwea| 21 | | oe100m | i100% || [———SSSSOCOCTCCY] CCC rot | | 10% | 100% | 1 | p23 t00% ftom PO |sat} 2a] | | Isunf25f| SS| IMonf26f | ee |tuefa7{ of a Wed} 28{ | LS ee ne ee the faea a eeSSeee ee : 2 ee |e Seee)es 30 day flaw-weighted avg.(1) Monthly 30 day Geometric Maan (1) 1 1 1 a (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, flowweighted average, geometric mean, maximum minimum, percent ramoval, etc. ----- End of picture text -----

Note: Refer to current SPDES permit for spacific monitoring requirements, Sample type for chlorine residual and fecal coliformsis grab.

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Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant: a. Chlorine Ibs. b. Solid Content % ey b. Sodium Hypochlorite gal. C. Volatile Solids Content % a es c. soda Ash ibs. d. Disposal Site Superior Sanitation — rya)RS (SNor Ibs. ee ——eses ee ee Ibs. (S| ee (ee) Amount of electrical power consumed Other Solid Waters: (a (es a. Commercial kilowatt hours a. Screening cubic feet eS ee eee b. Stand-by kilowatt hours Cb . AshesGrit tonscubic feet po} Amount of tuet consumer d. | (ees Gee a. Natural Gas cubic feet e. es) (ees 6b O) gallons 6) ..22.._____|_ (ees | eens | (ees c. Gasoline gallons g. Disposal Site Private hauler eees ee ee | tons |e Se ee ! ceeee e.f. DigesterPropane Gas cubicgallons feet Digester Gas Wasted cubic feet po Labor expended: a po Supervisor PC po Chief Operator po pert po Mechanic rerers ee es ees SS ees esOpQO esesfp(OQ Fp OO en(es(QO Yd nn 0 eefyOO GO(oO OS a | aes eee | 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 Ey, | eee, eee herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. | | ee a S |e (eee Signatdre of Chief Operator/or Designated Facility Representative ee | ees (eee - |es ieee esee ae ----- End of picture text -----