SOLICITATION NOTICE
46 -- CERTIFIED PLANT OPERATOR - Package #1
- Notice Date
- 9/8/2011
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 562211
— Hazardous Waste Treatment and Disposal
- Contracting Office
- Department of Homeland Security, United States Coast Guard (USCG), Shore Infrastructure Logistics Center (SILC) East, 300 East Main Street, Suite 965, Norfolk, Virginia, 23510-9113, United States
- ZIP Code
- 23510-9113
- Solicitation Number
- HSCG27-12-Q-5SW000
- Archive Date
- 10/4/2011
- Point of Contact
- Edna L. Daniels, Phone: 757-483-8555, Angel L. Pol, Phone: 7574838541
- E-Mail Address
-
edna.l.daniels1@uscg.mil, angel.pol@uscg.mil
(edna.l.daniels1@uscg.mil, angel.pol@uscg.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- INSPECTION SERVICES FOR WASTE WATER TREATMENT PLANT TSTATEMENT OF WORK SEWAGE PLANT OPERATION AND INSPECTION UNITED STATES COAST GUARD SECTOR NORTH CAROLINA ATLANTIC BEACH, NORTH CAROLINA 1.1General: 1.1.1The contractor shall provide all labor required to operate and inspect Type VI wastewater plant, located at U.S.C.G. Sector North Carolina, 2301 E Fort Macon Rd, Atlantic Beach, NC 28512. The contracted operational firm and its personnel will spend sufficient time on site, and at this sewer treatment facility to properly meet requirements laid out in this scope of work and certify that operations of this wastewater treatment plant is in proper working condition. All work shall be conducted in accordance with the contract and all applicable Federal, State, and local laws, regulations, codes or directives. The contracted operator shall prepare and provide required monitoring reports as specified. Visits to the site, for the purpose of verifying existing conditions, shall be arranged with the Sector COR’s DCCS R. Cox, telephone #: (252) 240-8487. 1.2Description of Facility: 1.2.1Subject Sewage Treatment Plant is a Grade III “Dual Path” extended aeration process with advance nutrient removal capabilities. Said system operates on an extended aeration principal using microscopic organisms in the presence and absence of oxygen to break down and remove organic and nutrient compounds present in the raw influent sewage. This influent sewage is collected and delivered by way of three on site Duplex Sewage Lift Stations. Said treatment system consist of three 10,000 gallon Equalization Basins with NaOH (Caustic Soda) storage and injection, two 10,000 gallon Extended Aeration Basins, two 5,000 gallon continuous mix Anoxic Basins with MeOH (Methanol) storage and injection, two 3,500 gallon Hopper Clarification Units, two 5,000 gallon Aerobic Sludge Digestion Basins, two Fixed Media Tertiary Filtration Units, one 500 gallon dry tablet Chlorination Contact Chamber, one duplex Effluent Dosing Tank, and two LPP systems consisting of pressure manifold supplying 9 laterals incorporating 5/32” holes on five foot centers. Inspection/ flush ports are available at each end. 1.3Contractor Qualifications: 1.3.1The contractor shall provide a state certified Wastewater Treatment Plant Operator equal to or greater than the level of this system as well as a Back-up Certified Operator licensed to at least one grade less than level of this type VI system, (Minimum ORC Licenses are: Grade III wastewater certification, Subsurface Operators Certification as well as Grade III Collection). 1.3.2Contractor shall submit a photocopy of ORC required certifications to the contracting officer. 1.4Reports and Monitoring of Wastewater Treatment: 1.4.1The following parameters will be monitored and reported to the Carteret County Department of Environmental Health. ParameterSampling pointFrequencySample Type. FlowEffluentContinuousChart10,000 gpd CBOD-5Effluent2/monthComp NH3Effluent2/monthComp TSSEffluent2/monthComp PHEffluent2/monthGrab TKNEffluent2/monthComp Total NitrogenEffluent2/monthComp (Total Nitrogen is the sum of TKN + NO3 + NO2N) Fecal ColiformEffluent2/monthGrab * A North Carolina State certified lab must analyze monitoring data 1.4.2As an indicator of proper operation and maintenance, this facility shall produce an effluent quality in compliance with the following limitations. ParameterMonthly AverageDesign Flow Flow80% of daily max flow10,000 gpd CBOD5 (5day, 20C)15 mg/l30 mg/l TKN10 mg/l20 mg/l TSS15 mg/l30 mg/l Total Nitrogen15 mg/l30 mg/l Fecal Coliform200 cfu/100 ml1,000 cfu/100 ml PH6.0 – 9.0 1.4.3Monthly average shall be the arithmetic mean of all samples collected during the reporting period. Daily maximum shall be the maximum value of all samples collected during the reporting period. 1.4.4Two copies of all monitoring data signed by the USCG and ORC shall be submitted on or before the last day of the month following each quarter to the Carteret County Department of Environmental Health Carteret County Health Department Environmental Health Division 3820 Bridges Street, Suite A Morehead City, North Carolina 28557 1.4.5All cost for lab analysis for operation of the wastewater system shall be paid by the contractor. 1.4.6All facility maintenance cost incurred for operation of the wastewater system and replacement parts not under warranty shall be paid by the U.S.C.G.. 1.5Sewage Plant Operation, Preventive Maintenance and inspection Schedule on a Monday thru Friday schedule regardless of time. Daily operational maintenance activities to insure proper operations of this facility. (It is the ORC responsibility to conduct his or her activities so as to protect and insure optimum efficiency/performance of this facility. The following is only a guideline of what these activities could be. Collection System 1.)Regular visual and physical inspection of the collection system and lift station integrity so as to prevent and avoid Inflow or Infiltration that could contribute to plant flow. 2.)Visual inspection of the 3 lift station wet wells so as to check level control fouling, floatable build-up, structural decay, and or piping leaks. 3.)Manually operate each pump and test high level audible / visual alarm. 4.)Lift station and supporting control panels should be properly secured and labeled with emergency contact information including name and phone number. Sewage Treatment Facility 1.)Visual and odor assessment that will lend aid to evaluating plant performance. This will include confirming proper tank levels in accordance with each step of the treatment process. Inspect tanks seams for leaks, or potential leaks. 2.)Inspection, cleaning, and proper disposal of any debris collected on the influent bar screen. 3.)Thorough wash down of each of the processes to dislodge debris collected to walls, weirs, skimmer, and pipes. Collected rags or debris should be manually removed and properly disposed of. 4.)Sludge blanket levels in the system Clarifier inspection associated with sludge return rates to insure proper flow rates and levels. 5.)RAS return rate and anoxic tank mixing inspection to confirm process circulation. 6.)Tertiary filtration inspection and occasional manual backwash to confirm process functionality. Remove any algae or debris that collects in this area. 7.)Effluent Disinfection tank. Add Cl2 tablets as needed to insure compliance and visually inspect level controls. 8.)Waste Biomass to digesters as need to maintain proper mix liquor levels in the plants aeration basins. Have digester sludge hauled as need by approved hauler. LPP System 1.)Visual inspection to determine if effluent dosing is stimulating surface vegetation growth. Look for evidence of water surfacing and/or erosion from natural environmental influences or wash out from plant loading. 2.)Pull access caps to evaluate Biomass fouling, Flush as needed. 3.)Quarterly flush LPP laterals and set pressure head to 1 foot. Routine Maintenance Schedule 1.)Maintain aeration blowers ever 200 hours by greasing both drive bearings, replace gear drive oil every 1000 hours. Reflect to manufacture spec to confirm intervals. Quarterly: 1.)High pressure wash, flush, or jet of LPP lines of all collected suspended solids and set pressure head to 1 foot. 2.)Clean lift station level floats of all debris that could interfere with proper operation. Annually: 1.)Flow meter calibration 2.)U.S.C.G Station Grease Traps pumped hauled by an approved hauler. 3.)Tertiary filter maintenance and media replacement as needed. 1.6Coordination: 1.6.1Military Station regulations: The contractor shall become familiar with and obey all station regulations. All personnel employed on the project shall keep within the limits of work and avenues of ingress and egress, and shall not enter any other areas outside of the site of work unless required to do so in the performance of their duties. The contractor’s equipment shall conspicuously marked and identified. his is a Combined Synopsis/Soliciation for commercial items service prepared in accordance with the format in FAR Subpart 12.6.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/DHS/USCG/FCPMLCA/HSCG27-12-Q-5SW000/listing.html)
- Place of Performance
- Address: USCG SECTOR NORTH CAROLINA, 2301 E. FORT MACON RD, ATLANTIC BEACH, North Carolina, 28401, United States
- Zip Code: 28401
- Zip Code: 28401
- Record
- SN02567952-W 20110910/110909000911-bdc8bb47892146711a2f292bdacddbe1 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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