CLEAN-FLO...Experts in water quality since 1970.


827 Lincoln Ave, Suite 1
West Chester, PA 19380
Phone: 610-431-1934 / 1-800-328-6656
Fax: 610-431-1959

info@CLEAN-FLO.com

CLEAN-FLO
CLEAN-FLO
This large reservoir had a serious blue-green algae problem producing bad taste and odor in the drinking water. Taste and odor is gone after inversion and oxygenation of the reservoir by CLEAN-FLO. Lake top half is treated with CLEAN-FLO and bottom half is not treated with CLEAN-FLO. This small lake demonstrates the effectiveness of CLEAN-FLO products and services in the remediation and management of water. In this example diffusers and inversion / oxygenation have been employed at a great savings and with total effectiveness. This river was restored from Class 3-4 where Class 4 is “unusable for any purpose” to Class 1-2 where Class 1 is “usable for any purpose.” This hog manure lagoon demonstrates the effectiveness of CLEAN-FLO’s unique aeration in treating wastewater treatment lagoons. Odor could not be detected when standing on the edge of the lagoon. This lake had two feet of organic muck at the shoreline before CLEAN-FLO treatment. This is a pond using the CLEAN-FLO pond aeration system. Inversion and oxygenation of a bay of the ocean. This bay of the ocean was highly polluted by industrial and residential waste before CLEAN-FLO treatment. Inverting and oxygenating bays of the ocean and rivers flowing into the bays can prevent red tide from destroying important fisheries. Improve water quality, remove odors, improve fish growth, and health and prevent fish kills. This a pond that does not use the CLEAN-FLO pond aeration system.
CLEAN-FLO

 
QUESTIONNAIRE FOR WASTE WATER APPLICATIONS
For Clean-Flo International to properly evaluate your project and do the best job possible in improving it, we need answers to the following questions.   Please answer them as completely as possible.  If the information is not immediately available please answer as many as possible and a Clean-Flo representative will evaluate the information and contact you with further questions.
Project Name  
Project Location

PERSON TO CONTACT AND/OR ADDRESS RESULTS

Facility Owner/Operator/Manager                                         

Company Name 
Street Address   
City  State  Zip 
County/Parish  Country 
Contact Name  Position 
Phone No     Fax No   email 

Consulting Engineer:

Company Name 
Street Address   
City  State  Zip 
County/Parish  Country 
Contact Name  Position 
Phone No  Fax No   email 

GENERAL PROJECT DATA:

TYPE OF PROJECT
New Plant?
YES NO
Upgrade existing facility
YES NO
Replace Equipment in existing plant?
YES NO
Other?
Type of Waste
Municipal?
YES NO
Describe
Industrial?
YES NO
Describe
Combined municipal and Industrial?
YES NO
Describe
Treatment Process Application
Aerated Lagoon?
YES NO
Describe installation
Activated Sludge?
YES NO
Describe installation
Equalization Basin?
YES NO
Describe installation
Oxidation ditch?
YES NO
Describe installation
Sludge holding tank/Aerobic Digester
YES NO
Describe installation
Other process?
Treatment Objectives
Industrial Pretreatment?
YES NO
Describe objective
Improve Winter Operation?
YES NO
Describe objective
Increased Dissolved Oxygen?
YES NO
Describe objective
Algae Control?
YES NO
Describe objective
Odor Control?
YES NO
Describe objective
Mixing Application?
YES NO
Describe objective
Nitrification?
YES NO
Describe objective
BOD Reduction?
YES NO
Describe objective
Project Status:
Preliminary Engineering/Design
YES NO
Budgetary Purposes
YES NO
Other Status
Project Timing
Bid date if applicable When will aeration equipment be required on site ?
Approximate Budget:
Has funding been appropriated for this project?
YES NO
If yes, specify.
YES NO
FEDERAL
STATE
STATE REVOLVING FUNDS
SIZING DATA:
Influent Flow
Select Units of Measure Metric English  
Design Average Present Average Daily/Hourly Peak Flow and/or Peaking Factor

Million Gallons / day
Million Cubic Meters / day

Million Gallons / day
Million Cubic Meters / day

Million Gallons / day
Million Cubic Meters / day
Loadings
Specify Sampling Location Is sampling GRAB or COMPOSITE?
ITEM INFLUENT PRESENT EFFLUENT PERMIT REQUIREMENTS
BOD mg/l
COD mg/l
TSS mg/l
NH3-N mg/l
pH
Fats, oil & grease
TKN
TOC
Total PO4
YES NO
Are quaternary amines used for disenfecting at this facility?
Indicate Toxic Materials
Any peculiarities in waste
PRETREATMENT FACILITIES
EXISTING
YES NO
PLANNED
YES NO
Equalization Basin
Grit Removal
Screening (type and size)
Comminutor
Primary Clarifier
None
Aerated Basin Type & Sizes
TYPE of BASIN SIDE SLOPE RATIO L X W X D Side Slope Volume Units
Feet
Meters
Feet
Meters
Feet
Meters
Feet
Meters
Please describe materials of construction for each basin, eg. concrete, earthen lined, clay lined, fabricated liner, etc.
DESIGN TEMPERATURE RANGE Summer Winter
Basin Liquid Temperature

º F

º C

º F

º C
Air

º F

º C

º F

º C
Elevation: above sea level

Feet
Meters

Alpha and Beta Factors a b
If none are given textbook values will be assumed
 
Basin(s)where aeration is to be considered
Type of existing aeration equipment (HP/KW and type of mechanical or diffuser system)
Number
Brand Name
Power Consumption
HP KW
Company Name
Electrical Service Available:
Volts Phase Hertz Amperes KW
Operational considerations that will affect the design of the system
Fluctuating water level Describe
Intermittent loading
Present time of aeration operation
HRS/DAY DAYS/WK
Seasonal Operations
Other Considerations
 
Please indicate if discharges are spray irrigation or lake, river, stream etc.  Also any other relevant information.


Please send us any Questions or Comments below.

Please forward all data and reports available. THANK YOU!