Waste Treatment System Evaluation

(Print and fill in form)

Date Contacted: ________________



Client: ____________________________________________________________

Address: __________________________________________________________

_________________________________________________________________

_________________________________________________________________

Phone: _______________________ FAX: _______________________________

Contacts: __________________________________________________________

(Name) (Title)

__________________________________________________________________

(Name) (Title)


Industry type (Products manufactured):

____________________________________________________________________


System Description


Primary Treatment System:

1. Equalization volume: __________ MGals.

 

2. Daily influent flow: __________ MGals./Day

 

3. Clarifier equipt.: _________________________________________________________

(Brand, Model and Type specifications)


Secondary Treatment System

1. Type & Qty: Activated Sludge Basin(s):________________________________________

Aeration Lagoon(s):___________________________________________________

Fixed Film Reactor(s):__________________________________________________

Other:_____________________________________________________________

 

2. Volume/Dimensions:

Activated Sludge Basin(s):_______________________ MGal Actual

Aeration Lagoon(s):____________________________ MGal Actual

Fixed Film Reactor(s):_______________________________ Cubic ft.

 

3. Hydraulic Retention Time:______ hrs days (circle one)


4. Mean Cell Retention Time:______ days


5. Food to Mass Ratio:______ (Food ÷ Mass)


6. Type and Qty of Aerators:_________________________________________________

(Floating or Fixed)

Diffused Aeration:_________________________________________________

(Qty & Horsepower)


7. Secondary Clarifier Equipt.: ________________________________________________

(Brand, Model and Type specifications)

 

Dimensions:________ ft. x ________ ft. x ________ ft. (length x width x depth)

 

 ________ ft. x ________ ft. (diameter x depth)


Solids Flux:______________ lbs./ft²/day


Sludge Blanket Depth:________ ft.


Tertiary Treatment

1. Phosphorus removal: (Chemical precip.)_____________________________ mg/L

 

2. Ammonia removal: (nitrification)_________________________________ mg/L


3. Nitrate removal: (denitrification)__________________________________ mg/L

 

4. Final aeration: (D. O.:)_______________________________________ mg/L


5. Final chlorination/disinfection: (residual Cl)_________________________ mg/L

Wastewater/Waste Characteristics

  Parameter

 Influent Average

  Range

 Effluent Average 

  Range
 pH        
 Temperature        

 

Identify the units used answering the following questions: lbs/day mg/L

 Parameter

 Influent Average

 Range

Effluent Average 

 Range
 BOD        
 COD        
 TOC        
 o-PO4        
 NH3N        
 Oil & Grease        
 Phenol        
Sulfide          
 Cyanide        
 Surfactants        
 Heavy metal        
 Alkalinity        
 Total p-Alkalinity        
         

 

Other Compounds

         
         
         

Biological Treatment Parameters

   Average  Range
 Basin pH

 

 

 Basin temp

 degrees F

 degrees F

MLSS

 mg/L

 mg/L

 MLVSS

 mg/L

 mg/L

 DO

 mg/l

 mg/l

 DOUR

 mg/L/hr

 mg/L/hr

 SV30 or SVI    

 

Chemical/Biological Treatment

 

 Product

 Dosage
 Ammonia addition    
 Phosphate addition    
 Antifoam addition    
 Biological addition    
     
     
     

Return Sludge/Clarifier

 

 Average

 Range
 RAS SS

 mg/L

 mg/L

 RAS VSS

 mg/L %

 mg/L %

 WAS Flow

 MGD

 MGD

 RAS Flow

 MGD

 MGD


Current Effluent Limits: (NPDES)

 

 Average

 Range
 pH

 

 

 BOD

 mg/L lbs./day

 mg/L lbs./day

 COD

 mg/L lbs./day

 mg/L lbs./day

 TSS

 mg/L

 mg/L

 DO

 mg/L

 mg/L

 Phosphorous

 mg/L

 mg/L

 Fecal coliform

 count/100 ml

 count/100 ml

 Ammonia-nitrogen

 mg/L

 mg/L

 Ammonia-nitrate

 mg/L

 mg/L

 Heavy metals (name in the two blocks below)

 mg/L

 mg/L

 

mg/L 

 mg/L

 

 mg/L

 mg/L


Objectives and General Questions

 What is the objective of an Alken Clear-Flo® or Alken Solutions polymer program?

(improved recovery, system stability, nitrification, improved startup, sulfide control, improved organic removal, flocculation etc.)

_________________________________________________________________________

_________________________________________________________________________

_________________________________________________________________________


What criteria would determine the success of the program? Time frame?

________________________________________________________________________

_________________________________________________________________________

_________________________________________________________________________


What are the justifications for an Alken Clear-Flo® or Alken Solutions polymer program? (reduced operating costs, reducing environmentally related complaints, compliance, avoiding fines, etc.)

__________________________________________________________________________

__________________________________________________________________________

__________________________________________________________________________


If necessary, can system improvements be effected? (such as waste dilution, process control changes, nutrient amendment.

__________________________________________________________________________

__________________________________________________________________________

__________________________________________________________________________


What alternative treatment options are being considered? Have bacterial treatment products been used in the past or presently? (Brand, formula designation and dosage?)

________________________________________________________________

__________________________________________________________________________

__________________________________________________________________________

System Flow Diagram
















Copyright 1999 by Alken-Murray Corporation

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