Raw effluent Bar Screen EQ.
Tanks in parallel pH7-8, BOD-1000-1200, COD-2000-3000, SS-2000-3000, TDS-5000-10000
Clariflocculation Tank pH7-8,BOD-700-900,COD-1500-2100,SS-600-1200, ,TDS-5000to 10000
Aeration Tank I Clarifier First stage pH7.5-7.8,BOD-400-500,COD700-1000
Aeration Tank II Clarifier II V-Notch for final discharge pH 7-7.5,BOD 20-60, COD-160-240,TDS-5000-10000,SS-60-120 mg/l.
Input to New Module which gives final outlet for disposal into LONI DRAIN having TSS<10 mg/l, COD<180 mg/l, BOD<10 mg/l & Cr<0.01 mg/l.

All values except pH are in mg/l.

 

UPPCB’S CROSS VERIFICATION OF PLANT’S OPERATIONAL CONTINUTITY FROM POWER CONSUMPTION AT CETP VIS-À-VIS ITS CONNECTED LOAD AND PRESENT EFFLUENT LOAD BEING DISCHARGED BY ITS MEMBER INDUSTRIES:

Connected load at CETP = 150 KVA + 200 KVA ( New upgradation module)=350 KVA
CETP Capacity = 2150 KL/day, upgraded module under operation as enhanced treatment is series.
Available effluent load = Avg 2100 Kl/day to 2400 Klday(The excess effulent to the tune of approx 500 Kl/day is being discharged into CETP by defaulter tanneryIQbal Leather Ltd.)

Average expenditure at CETP : Month

Rs 10 lakh which includes majorily for electric power & Diesel fuel for back power. Rest include Sludge disposal, O&M, salary & wages, Oil & Lubricants and electric & Mechanical maintenance, plant insurance etc.