PTAR Perfil 2.pdf

PDF 169 KB Posted

Attached to
Guatemala - Wastewater Treatment
Solicitation number
19GT5026Q0007
Issued by

About this file

This is a technical schematic diagram for a wastewater treatment system. The drawing depicts a detailed profile view of an integrated drainage and treatment infrastructure system, showing multiple interconnected components arranged vertically with elevation measurements.

The system includes several key components: a CR3 box trap, box grating, biodigester anaerobic HDP box, contact chlorine box, and sampling station positioned at the top of the system. The design incorporates multiple PVC pipes with 4-inch and 8-inch diameters, each configured with a 2.0% slope gradient. The schematic documents internal pipe elevation (IPLE) and outfall pipe elevation (OPLE) measurements throughout the system, ranging from approximately 97.00 to 98.19. Incremental elevation markers from +20.00 to +40.00 are noted on the left side, with a reference point marked at +40.00. The system connects to a municipal drainage system (municipal drain combined with street drain noted at the bottom). The diagram includes specific distance measurements between components and identifies sections labeled as "combined drain" in multiple locations. This appears to be an engineered design for municipal or commercial wastewater treatment and drainage infrastructure with precise vertical and horizontal positioning specifications.

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Text version

C R

T R

A P

B O

X

.3

G R

A T

IN

G

B O

X H

D P

A N

A E

R O

B

IC

B

IO

D

IG

E S

T E

R C H

L O

R

IN

E C

O N

T A

C T

B O

X

S A

M P

L

IN

G B

O X

C R

IPLE=98.19

OPLE=98.17

IPLE=98.12

OPLE=98.10

IPLE=98.10

OPLE=97.95

IPLE=97.94

OPLE=97.84

.3

IPLE=97.83

OPLE=97.80

IPLE=97.79

OPLE=97.49

IPLE=97.48

OPLE=97.46

IPLE=97.41

.00

.00

.00

P V

C Ø

" S

2. 0%

C U

OPLE=97.39

.5

P V

C Ø

" S

2. 0%

P V

C Ø

" S

2. 0%

.00

T O

M U

N

IC

IP

A

L D

R A

IN

IN

3 S

T R

E E

T

D M

C

.6

P V

C Ø

" S

2. 0%

IPLE=97.35

OPLE=97.00

C O

M B

IN

E

D D

R A

IN IPLE=97.34C

R

OPLE=97.32

.00

.1

P V

C Ø

" S

2. 0%

C O

M B

IN

E

D D

R A

IN

File details come from the government source that posted it. Updated .