The document provides details for the construction of a 350 KLD sewage treatment plant for a CAPFs hospital in Greater Noida. It will use SBR technology and require 250 square meters of area. The process flow involves screening and grinding of inlet sewage, treatment in an equalization tank, SBR tank, and chlorine contact tank, with solid handling and disposal or treated water reuse. Design parameters include a 350 cubic meter per day design flow, BOD and COD removal to less than 10 and 50 mg/L respectively, and pH of 6.5-8 for treated water. Drawings show the layout and dimensions of tanks, pumps, and other equipment.

1. Construction of STP – 350
KLD for CAPFs Hospital,
Greater Noida

2. Capacity – 350 M3
Technology – SBR
Area Required- 250 Sq. Mtr.

3. Process Flow Diagram
To Solid handling, disposal Treated Water
or Beneficial reuse
Inlet Sewage
Line
Screening /
grinding
MGF
ACF
Filter
Press
Sludge
Holding tank
Equalization
Tank
SBR
Tank
Oil & Grease
Chlorine
contact Tank

4. Design Parameter
 RAW SEWAGE CHARACTERISTICS
S.N
O. PARAMETER UNIT
RAW WASTE
WATER COMMENT
1 DESIGN FLOW m3/day 350 As per Client
2 AVERAGE FLOW m3/hr 17.5 As per Client
3 PEAK HOURS m3/hr 3 Standard Parameter
4 DESIGN TEMPERATURE ᵒc 16-40
Standard Parameter
5 BOD5 mg/l 250-350
Standard Parameter
6 COD mg/l 400-500
Standard Parameter
7 TSS mg/l 100-250
Standard Parameter
8 OIL & GEASE mg/l 30-50
Standard Parameter
Standard Parameter

5. TREATED WATER QUALITY
AA PARAMETER UNIT
TREATED
WATER COMMENT
1 DESIGN FLOW m3/day 350 As per Client
2 AVERAGE FLOW m3/hr 17.5 As per Client
3 BOD5 mg/l < 10
As per Standard
Parameter
4 COD mg/l < 50
As per Standard
Parameter
5 TSS mg/l < 10
As per Standard
Parameter
6 OIL & GEASE mg/l < 10
As per Standard
Parameter
7 pH 6.5-8.0
As per Standard
Parameter

6. Drawing For 350 KLD STP
7000
SDP
ENTRANCE
P1 P2
SUMP
PIT
1200
DRAIN LINE DRAIN LINE
TAB
TAB
HALF
LANDING DOWN
DOWN
RCC WALKWAY
3404
1200
1800
5103
1500 1500
D1
DP
DP
D2
DP
DP
D3
DP
DP
250
150
Ø
1
0
0
0
Ø1000
600
600
250
150
200
D4
DP
E1
S1 O1
S2
F2
TANK
E2
F1
A1
A2
SLUDGE
HOLDING
TANK
DIFFUSERS
PANEL
P1
6770 6480
7000
2515
22750
3040
250
3250
250
250
250
8500
250
1000
618
1000
1285
11000
BS
C1
C2
C3
OGC
EQUALIZATION
TANK
SBR
TANK
CLEAR WATER
PUMP ROOM
ACF
DMF
SCREW
PUMP
FILTER
PRESS
FFP
DOSING
TANK
DECANTER

7. Section Layout

8. Plant Room
SLUDGE HOLDING TANK
SUMP
PIT
DP
PLANT ROOM
FREE BOARD
NATURAL G.L
(IL : +0.0MM)
(IL : -4918MM)
PLANT ROOM LEVEL
TOP SLAB OVER TANK'S
( STP DOOR )
ENTRY FOR STP
CUT-OUT FOR
EXHAUST FAN

9. Process Flow Diagram
M
M
SC SC
M
F
BY VENDOR
M
M
M
F
LS M