NYS DEC Wastewater Facility Operation Report — January 2024

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12024-03-11
NYS DEC Wastewater Facility Operation Report — January 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*
	*Red Hook Commons*					*Village of Red Hook*
Average Daily Flow :	0.014 MGD (Million Gallons per Day)					0.037 MGD (Million Gallons per Day)
	*Required Samples*				*Result*		*Compliance*
	BOD (June 1 - Oct 31)			1.3 mg/L			5 mg/L
January 2024	TSS
NH3			<5.00 mg/L
<0.50
0.98 mg/L (June 1 -		10 mg/L
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
7.0 mg/L Minimum
			*Deficiencies*
Anoxic Mixers	Currently a Medora mixer in place to keep Anoxic tank solids moving. May need to consider this in future updates.
Sand Filter Rebuild	Sand Filters have never been rebuilt or media replaced. Should price and schedule for the near future.
Train Down for Review	Reviewed Train and found 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 issue for some 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.
R
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*Additional Notes:*

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92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION DIVISION OF WATER Page 1 of 4 WASTEWATER FACILITY OPERATION REPORT FOR THE MONT January 2024 SPDES PERMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION NY-- 0271420 Village of Red Hook Sewer Village of Red Hook 7467 S Broadway Red Hook, NY12571 VOLUME OF SEWAGE TREATED TEMPERATURE (ºF.) pH (S.U) SETTLEABLE SOLIDS B.O.D.5 SUSPENDED SOLIDS Daily Daily Precip Inst.Max. Average Inst. Min Influent Effluent Influent Influent Effluent Effluent Influent Effluent Influent Effluent Influent Effluent Day Date in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum Maximum Type Type Type Type Mon 01 0.00 0.054 50 52 7.3 7.4 3.2 <0.1 Tue 02 0.00 0.049 52 50 7.3 7.7 5.0 <0.1 Wed 03 0.00 0.053 50 50 7.4 7.5 8.1 <0.1 Thu 04 0.02 0.061 52 50 6.6 7.5 6.0 <0.1 Fri 05 0.00 0.041 50 50 6.8 7.3 15.0 <0.1 Sat 06 0.00 0.050 49 47 7.2 7.4 10.0 <0.1 Sun 07 0.96 0.058 48 50 7.0 7.6 18.0 <0.1 Mon 08 0.28 0.045 52 50 7.2 7.3 8.0 <0.1 Tue 09 0.00 0.067 54 48 7.2 7.4 7.0 <0.1 Wed 10 2.34 0.039 50 50 7.1 7.2 8.0 <0.1 Thu 11 0.00 0.064 52 48 7.2 7.3 4.3 <0.1 Fri 12 0.00 0.058 54 50 6.8 7.5 6.0 <0.1 Sat 13 0.50 0.044 48 44 7.1 7.3 7.0 <0.1 Sun 14 0.08 0.043 45 46 7.3 6.7 15.0 <0.1 Mon 15 0.00 0.037 42 40 7.4 7.0 5.0 <0.1 Tue 16 0.05 0.051 40 42 7.1 7.2 3.7 <0.1 Wed 17 0.19 0.048 44 40 7.2 7.3 4.0 <0.1 Thu 18 0.00 0.048 48 42 7.1 7.5 5.0 <0.1 1 5 Fri 19 0.00 0.054 46 40 7.4 7.4 3.0 <0.1 Sat 20 0.09 0.048 44 45 7.2 7.3 17.0 <0.1 Sun 21 0.01 0.056 46 45 7.3 7.4 24.0 <0.1 Mon 22 0.00 0.047 48 46 7.2 7.2 4.0 <0.1 Tue 23 0.00 0.053 44 42 7.4 7.4 7.1 <0.1 Wed 24 0.17 0.052 50 48 7.2 7.3 3.0 <0.1 Thu 25 0.81 0.058 48 46 7.1 7.2 6.0 <0.1 Fri 26 0.43 0.052 42 44 7.4 7.0 4.0 <0.1 Sat 27 0.01 0.066 44 47 7.2 7.1 18.0 <0.1 Sun 28 0.37 0.047 44 45 7.0 7.1 9.0 <0.1 Mon 29 0.73 0.048 44 43 7.2 7.0 11.0 <0.1 Tue 30 0.00 0.053 40 40 7.4 7.2 15.0 <0.1 Wed 31 0.00 0.050 48 50 7.2 7.0 19.0 <0.1 Total Monthly Average Average Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l) Precip. Average Influent Effluent Minimum [Maximum] Minimum Maximum Maximum Maximum Inf.(mg/l) Eff.(mg/l) Rem.% Rem.% 7.04 0.051 47 46 6.6 7.4 6.7 7.7 24.0 <0.1 1 #### 5 #### 30 Day Quanity 0.56 lbs/day 2.14 lbs/day ----- End of picture text -----

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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 Mon 01 100% 100% Tue 02 100% 100% Wed 03 100% 100% Thu 04 100% 100% Fri 05 100% 100% Sat 06 100% 100% Sun 07 100% 100% Mon 08 100% 100% Tue 09 100% 100% Wed 10 100% 100% Thu 11 100% 100% Fri 12 100% 100% Sat 13 100% 100% Sun 14 100% 100% Mon 15 100% 100% Tue 16 100% 100% Wed 17 100% 100% Thu 18 100% 100% 1 Fri 19 100% 100% Sat 20 100% 100% Sun 21 100% 100% Mon 22 100% 100% Tue 23 100% 100% Wed 24 100% 100% Thu 25 100% 100% Fri 26 100% 100% Sat 27 100% 100% Sun 28 100% 100% Mon 29 100% 100% Tue 30 100% 100% Wed 31 100% 100% 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.

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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 Mon 01 8.0 Tue 02 8.0 Wed 03 8.0 Thu 04 8.0 Fri 05 8.0 Sat 06 8.0 Sun 07 8.0 Mon 08 8.0 Tue 09 8.0 Wed 10 8.0 Thu 11 8.0 Fri 12 8.0 Sat 13 8.0 Sun 14 8.0 Mon 15 8.0 Tue 16 8.0 Wed 17 8.0 Thu 18 8.0 2.0 1.46 Fri 19 8.0 Sat 20 8.0 Sun 21 8.0 Mon 22 8.0 Tue 23 8.0 Wed 24 8.0 Thu 25 8.0 Fri 26 8.0 Sat 27 8.0 Sun 28 8.0 Mon 29 8.0 Tue 30 8.0 Wed 31 8.0 lbs/day lbs/day 0.000 lbs/day ----- End of picture text -----

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Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant: NAME OF RECEIVING STREAM during month. a. Amount gallons a. Chlorine lbs. b. Solid Content % DATE STATION PARAMETERRESULT b. Sodium Hypochlorite gal. c. Volatile Solids Content % c. soda Ash lbs. d. Disposal Site Superior Sanitation d. lbs. e. lbs. f. lbs. Amount of electrical power consumed Other Solid Waters: a. Commercial kilowatt hours a. Screening cubic feet b. Stand-by kilowatt hours b. Grit cubic feet c. Ashes tons Amount of fuel consumed d. a. Natural Gas cubic feet e. b. Oil gallons f. c. Gasoline gallons g. Disposal Site Private hauler d. Coal tons e. Digester Gas cubic feet f. Propane gallons Digester Gas Wasted cubic feet Labor expended: POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS Supervisor Chief Operator Operator Mechanic 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 herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Signature of Chief Operator or Designated Facility Representative ----- End of picture text -----

Changes between versions

2024-10-17→2024-10-17

substantive change+32 −36

The document has transitioned from Work Change Directive No. 1 to No. 2, representing a new scope of electrical work and a different allowance allocation.

Title changed from 'Work Change Directive No. 1' to 'Work Change Directive No. 2'
Description changed from 'Remove the existing well control panel enclosure and clean up abandoned wiring' to 'Furnish and install the conduit and wiring for the chem feed. Chlorine analyzer, and chart recorder.'
Allowance number changed from 'ALLOWANCE # 1' to 'ALLOWANCE # 2'
Not-to-exceed cost changed from '$4,750.00' to '$4,462.50'
Remaining Allowance Balance changed from '$20,250.00' to '$15,787.50'
Date of Issuance changed from '10/4/24' to '10/11/24'
Scope of work expanded from enclosure removal to installation of conduit and wiring for specific components (Chlorine analyzer, chart recorder, etc.)

Show red-line diff

**WORK CHANGE DIRECTIVE NO. 21** PROJECT: Village of Red Hook Water System SCADA Upgrades Project DATE OF ISSUANCE: 10/114/24 EFFECTIVE DATE: 10/114/24 OWNER: Village of Red Hook OWNER’s Contract No.: Contract #1E ENGINEER: Delaware Engineering ENG Project No.: 21-2337 CONTRACTOR: Avanti Control Systems, Inc. Contract Date: 10/17/23 You are hereby directed to proceed promptly with the following change(s): ## Description(s): Item #1: FurnishRemove the existing well control panel enclosure and installclean theup conduit andabandoned wiring for the chem feed. Chlorine analyzer, and chart recorder. ## Attachement(s): Item #1: Avanti Proposal Allowance Proposal #21 – dated 10/4/24. ## Payment(s): These items will be paid out of the Contract #1E Allowance: Item #1: A not to exceed cost of **$ 4,462750.5000** as provided in Avanti Control Systems proposal dated 10/4/24. ## Contract Time: Item #1: Estimated increase (decrease) in Contract Time: Substantial Completion 0 days Final Completion 0 days Changes in work requests and associated costs shall comply with Articles 11 and 13 of the General Conditions. If a claim is made that the above change(s) have affected Contract Price or Contract Times any such claims shall be processed in accordance with Article 13 of the General Conditions. When signed by the Owner, Engineer/Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Work Change Directive (WCD), and the Contractor shall proceed with the change(s) described above. |When signed by the Owner, Engineer/Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Work Change Directive (WCD), and the Contractor shall proceed with the change(s) described above.|When signed by the Owner, Engineer/Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Work Change Directive (WCD), and the Contractor shall proceed with the change(s) described above.| |---|---| |Recommended for Approval by ENGINEER: Date: 10/11/24 —™ ). p ~~—~~ ~~Qian,~~|| |Authorized for OWNER by: Date: ~~—~~ ~~Qian,~~|| |Accepted for CONTRACTOR by:|Date:| **WORK CHANGE DIRECTIVE** **PAGE 1 OF 1** Mayfield Commerce Park 204 Co. Hwy 157 Gloversville, NY 12078 Ph: (518) 921 4368 ## **PROJECT ALLOWANCE** ## **CONTRACTOR:** Avanti Control Systems, Inc. 204 Co. Hwy. 154 Gloversville, NY 12078 > **ALLOWNCE #** 21 > **DATE** 10/4/2024 ## **PROJECT:** The material and labor listed below have been added to the project under contract allowance monies. Village of Red Hook Contract 1E Water Systems SCADA Upgrades SRF Number 18-787 (Engineer Pin 21-2337) **==> picture [481 x 352386] intentionally omitted <==** **----- Start of picture text -----** ||||||||| |---|---|---|---|---|---|---|---| |QTY|UNIT|DESCRIPTION|PRICE|AMOUNT| |a|1|Lot|a|Stilsing Electric Proposal No.42|$| 4,250500.00 $| 4,250500.00| |PO|1|Each|Avanti Control Systems 5% Markup|$212250.5000 $|212 250.5000| |OO| |PO| |OO| |PO| |OO| |PO| |OO| |PO| |OO| |a|OG| |A|OO| |PL| |A|Oa|OC| |PL| |OO| |a|A|OO| |a|OO| |OO| |A|OC| |PO|Note|: Stilsing Electric - Removal of exisitng electrical enclosure.| |WE AGREE hereby to make the change(s) specified above at this price|$|4,462750.5000| |Contract Allowance Amount|$|25,000.00| |Previous Allowance Balance|$ 20,250.00| |Remaining Allowance Balance|$ 15|20,787250.50| **----- End of picture text -----** **==> picture [188 x 21] intentionally omitted <==** **----- Start of picture text -----** ||| |---|---00| |Timothy Tesiero VP|10/4/2024| |Your Name, Title|Date| **----- End of picture text -----** Signature Date of Acceptance **Accepted** - The above prices and specifications of this change are satisfactory and are hereby accepted. All work to be performed under same terms and conditions as specified in original contract unless otherwise stipulated. Signature Date of Acceptance **==> picture [214 x 74] intentionally omitted <==** **----- Start of picture text -----** ¢ TALI INC. CERTIFIED N.Y.S. WBE **----- End of picture text -----** ## **CHANGE ORDER PROPOSAL___4_____PROPOSAL____2____** Date:July 8/27/16, 2024 **Attn:** Tim Tesiero Avanti Control Systems Re: Red Hook WaterSCADA SCADAupgrades project. **Stilsing Electric Inc.** is pleased to provide you with the following change proposal for additional electrical work on the above referenced project for the lump sum price of **$4,250500.00** . The scope of work for this change proposal is detailed below. ## SCOPE OF WORK: - InstallRemove conduitexisting original well control panel enclosure & clean up all abandoned wiring in the control building for Chlorine Analyzerwithin. - Install conduit12” &x wiring12” inwireway to reconnect all existing conduits that go out to the controlwell building for Chart Recorderheads. - Install conduitnew &conduits wiringas inrequired theto controlconnect buildingcircuits forpassing Flowthrough Meterold cabinet. - InstallDispose conduitof &existing wiring in the control building for Chemical Pump. - All conduits to be PVCcabinet. - All work will be done during the normal working hours of 7AM to 3:30 PM Monday thru Friday unless otherwise noted. No additional work will be performed without formal approval. Upon approval, please sign & return:________________________________ date___________ Thanks, ## George Gipp Project Manager / Estimator Cell 518-491-9273 **5 0 0 S O U T H S T , R E N S S E L A E R , N Y 1 2 1 4 4 5 1 8 - 4 6 3 - 4 4 5 1** Page 1 ~~ee~~

References

This document cites or incorporates the following separate documents:

2024-01-011 2024
— pinned to version dated 2024-01-01
Document A is a completed January 2024 operational report filed in March; Document B appears to be a working document from January 1, 2024—they are separate artifacts from different points in the reporting cycle, not revisions of the same decision.

Recurring pattern

These other chains use the same template but are separate decisions: