United States Environmental Protection Agency
Region 2

Caribbean Environmental Protection Division
City View Plaza ll-Suite 7000, #48 Rd. 165 km 1.2
Guaynabo, Puerto Rico 00968-8069

FACT SHEET

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

Enrique Ortega
PERMIT No. PR0022616

This Fact Sheet sets forth the principle facts and technical rationale that serve as the legal basis forthe requirements
of the accompanying draft permit. The draft permit has been prepared in accordance with Clean Water Act (CWA)
section 402 and its implementing regulations at Title 40 of the Code of Federal Regulations (CFR), Parts 122
through 124, and the Water Quality Certificate (WQC) issued by the Puerto Rico Department of Natural and
Environmental Resources (DNER) pursuant to CWA section 401 requirements.

Pursuant to 40 CFR 124.53, the Commonwealth of Puerto Rico must either grant a certification pursuant to CWA
section 401 or waive this certification before the U.S. Environmental Protection Agency (EPA) may issue a final
permit. On November 17, 2022, DNER provided in the WQC that the allowed discharge will not cause violations to
the applicable water quality standards at the receiving water body if the limitations and monitoring requirements in
the WQC are met. In accordance with CWA section 401, EPA has incorporated the conditions of the WQC into the
draft permit. The WQC conditions are discussed in this Fact Sheet and are no less stringent than allowed by federal
requirements. Additional requirements might apply to comply with other sections of the CWA. Review and appeals
of limitations and conditions attributable to the WQC were made through the applicable procedures of the
Commonwealth of Puerto Rico and not through EPA procedures.

Background

A. Permittee and Facility Description

The Puerto Rico Aqueduct and Sewer Authority (PRASA) (referred to throughout as the Permittee) has applied for
renewal of its National Pollutant Discharge Elimination System (NPDES) permit. The Permittee is discharging
pursuant to existing NPDES Permit No.PR0022616. The Permittee submitted Application Form 1 and Form 2C
dated May 28, 2021 and applied for an NPDES permit to discharge treated wastewater from Enrique Ortega
WTP, Toa Alta, PR, called the facility. The facility is classified as a major discharger by EPA in accordance
with the EPA rating criteria.

The Permittee owns and operates a water treatment plant (WTP). Attachment A of this Fact Sheet provides a
map of the area around the facility and a flow schematic of the facility.

The treatment system consists of the following:

The Enrique Ortega WTP is a water supply that provides conventional treatment to raw water from the La
Plata Lake to supply potable water to Bayamon, Toa Alta, Toa Baja and Naranjito. It has a capacity of 85
MGD (monthly average) and has a Sludge Treatment System (STS) to treat the filter backwashes and
sedimentation tanks drains and discharge its effluent into Pinas creek.

Water is processed through the following units:

>	Aeration Tanks

>	Coagulation & Flocculation Tank

>	Sedimentation Tanks

>	Filters

>	Sludge Treatment System also known as STS (1 Equalization Tank, 2 Clarifiers, Filter Presses
and Sludge Drying Beds)

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega WTP

>	Chlorination System

>	Dechlorination System

Sludge is thickened, dewatered and disposed in a landfill.
Summary of Permittee and Facility Information

Permittee

Puerto Rico Aqueduct and Sewer Authority (PRASA)

Facility contact, title, phone

Mr. Edgardo Bermudez Valentin, Executive Director
Compliance and Quality Control
(787) 620-2277

Permittee (mailing) address

Puerto Rico Aqueduct and Sewer Authority
P.O. Box 7066
Barrio Obrero Station
Santurce, Puerto Rico 00916-7066

Facility (location) address

State Road 827, Km. 5.6, Pinas Ward Toa Alta, PR 00954

Type of facility

WTP

Pretreatment program

N/A

Facility monthly average flow

4.128

Facility design flow

10.82 MGD

Facility classification

Major

B. Discharge Points and Receiving Water Information

Wastewater is discharged from Outfall 001 to the earth channel tributary to Pinas Creek, a water of the United
States.

The draft permit authorizes the discharge from the following discharge point(s):

Outfall

Effluent description

Outfall latitude

Outfall longitude

Receiving water name and
classification

001

filters backwasher and
sedimentation tanks
drains

18°, 21', 19" N

66°, 13', 29" W

earth channel tributary to Pinas Creek,
Class SD waters

As indicated in the Puerto Rico Water Quality Standards (PRWQS) Regulations, the designated uses for Class
SD receiving waters include:

>	Use as a raw source of public water supply; and

>	Propagation and preservation of desirable species, including threatened or endangered species.

CWA section 303(d) requires the Commonwealth of Puerto Rico to develop a list of impaired waters, establish
priority rankings for waters on the list, and develop TMDLs for those waters. The receiving water has not been
determined to have water quality impairments for one or more of the designated uses as determined by section
303(d) of the CWA.

C.	Mixing Zone/Dilution Allowance - N/A

D.	Compliance Orders/Consent Decrees

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega WTP

The Permittee has a Consent Decree with the Agency (civil action Civil Action No 3:15-CV-02283(JAG)) in
which the facility is included. This consent decree does not affect this permit action.

E. Summary of Basis for Effluent Limitations and Permit Conditions - General

The effluent limitations and permit conditions in the permit have been developed to ensure compliance with the
following, as applicable:

>	Clean Water Act section 401 certification requirements;

>	NPDES regulations (40 CFR Part 122); and

>	PRWQS (August, 2022).

PART I. RATIONALE FOR EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS

CWA section 301(b) and 40 CFR 122.44(d) require that permits include limitations more stringent than applicable
technology-based requirements where necessary to achieve applicable water quality standards. In addition,
40 CFR 122.44(d)(1)(i) requires that permits include effluent limitations for all pollutants that are or may be
discharged at levels that cause, have the reasonable potential to cause, or contribute to an exceedance of a
water quality criterion, including a narrative criterion. The process for determining reasonable potential and
calculating water quality-based effluent limits (WQBELs) is intended to protect the designated uses of the
receiving water, and achieve applicable water quality criteria. Where reasonable potential has been established
for a pollutant, but there is no numeric criterion for the pollutant, WQBELs must be established using (1) EPA
criteria guidance under CWA section 304(a), supplemented where necessary by other relevant information; (2) an
indicator parameter for the pollutant of concern; or (3) a calculated numeric water quality criterion, such as a
proposed state criterion or policy interpreting the state's narrative criterion, supplemented with other relevant
information, as provided in 40 CFR 122.44(d)(1)(vi).

The effluent limitations and permit conditions in the permit have been developed to ensure compliance with all
federal and state regulations, including PRWQS. The basis for each limitation or condition is discussed below.

A. Effluent Limitations

The permit establishes WQBELs for several pollutants and the basis for these limitations are
discussed below.

1.	Flow: An effluent limitation for flow has been established in the permit. Monitoring conditions are applied
pursuant to 40 CFR 122.21 (j)(4)(ii) and DNER's Water Quality Certificate.

2.	Arsenic, Copper, Lead, Total Nitrogen, and Chromium VI: The effluent limitation is based on the water
quality standards as specified in Rule 1303.1.1.1 of PRWQS, and the WQC.

3.	5-Day Biochemical Oxygen Demand (BODs): The effluent concentration and percent removal limitations are
based on technology-based secondary treatment standards for publicly owned treatment works (POTWs)
specified in 40 CFR 133.102(a). The permit also requires influent monitoring and reporting in accordance with
40 CFR 122.44(i) to meet the requirement of the percent removal limitation (see section C.1.—Monitoring
Requirements— of this Part).

4.	Color and Turbidity: The effluent limitation is based on the water quality criterion for Class SD waters as
specified in Rule 1303.1 .B of PRWQS, and the WQC.

5.	pH: The effluent limitation is based on the water quality standards as specified in Rule 1303.2.C.2.d of
PRWQS, and the WQC.

6.	Temperature: The effluent limitation for temperature is based on the water quality criterion for Class SD
waters as specified in Rule 1303.1.D.1 of PRWQS, and the WQC.

7.	Dissolved Oxygen (DO): The effluent limitation is based on the water quality criterion for Class SD waters as
specified in Rule 1303.2.C.2.a. of PRWQS, and the WQC

8.	Turbidity: The effluent limitation is based on the water quality criterion for Class SD waters as specified in
Rule 1303.2.C.2.f. of PRWQS, and the WQC.

9.	Taste and Odor Producing Substances: The effluent limitation is based on the water quality criterion for
Class SD waters as specified in Rule 1303.2.D.2.h of PRWQS, and the WQC.

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega WTP

10.	Suspended, Colloidal orSettleable Solids: The effluent limitation is based on the water quality standards
as specified in Rule 1303.1 .E of PRWQS, and the WQC.

11.	Solids and Other Matter: The effluent limitation is based on the water quality standards as specified in Rule
1303.1 .A of PRWQS, and the WQC.

12.	Copper, Lead, Residual Chlorine, and Zinc: The effluent limitation is based on the water quality
standards as specified in Rule 1303.1.J.1 of PRWQS, and the WQC.

11.	Total Ammonia Nitrogen (TAN): The effluent limitation is based on the water quality criterion for Class SD
waters as specified in Rule 1303.2 C.2.I of PRWQS, and the WQC.

12.	Total Phosphorus: The effluent limitation is based on the water quality criterion for Class SD waters as
specified in Rule 1303.2 C.2.n of PRWQS, and the WQC.

B. Effluent Limitations Summary Table

1. Outfall Number 001

Parameter

Units

Effluent limitations



Averaging
period

Highest
Reported Value

(1)

Existing
limits

Final
limits

Basis

Notes

Arsenic

Mg/i

Daily maximum

1430.0

10

10

WQBEL

(1)

BOD5

mg/L

Daily maximum

51.3

5.0

5.0

WQBEL

(1)

Color

Pt-Co
Units

Daily maximum

15

15

15

WQBEL

(1)

Copper

Mg/i

Daily maximum

101

11

12.00

WQBEL

(1)

Chromium VI (Cr+6)

Mg/i

Daily maximum

-

-

Monitor

PRWQSR

(2)

Dissolved Oxygen

mg/L

Daily Minimum

7.50

>5

>5

WQBEL

(1)

Flow

MGD

Daily maximum

21.3

4.128

4.128

WQBEL

(1)

Lead

Mg/L

Daily maximum

51.6

4.0

4.40

WQBEL

(1)

pH

su

Daily min/maxim

6.0-10.1

6.0- 9.0

6.0- 9.0

WQBEL

(1)

Residual Chlorine

Mg/L

Daily maximum

60

11

11

WQBEL

(1)

Suspended, Colloidal or
Setteable Solids

ml/L

Daily maximum

400

Monitor

Monitor

WQBEL

(1)

Temperature

"C

Daily maximum

29.6

32.2 °C max

30 °C max

WQBEL

(1)

Total Ammonia Nitrogen
(TAN)

mg/L

Daily maximum

4784

Monitor

Monitor

WQBEL

(1)

Total Nitrogen (TKN, N02,
N03)



Daily maximum

13790

Monitor

Monitor

WQBEL

(1)

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Puerto Rico Aqueduct and Sewer Authority
Enrique Ortega WTP

NPDES NO. PR0022616

Parameter

Units

Effluent limitations



Averaging
period

Highest
Reported Value

(1)

Existing
limits

Final
limits

Basis

Notes

Turbidity

NTU

Daily maximum

2000

50

50

WQBEL

(1)

Note: Dashes (-) indicate there are no effluent data, no limitations, or no monitoring requirements for this parameter.

(1)	Wastewater data from DMRs dated May 28, 2020 to May 28, 2022.

(2)	The permittee shall implement a monthly monitoring program using the analytical method approved by EPA with the lowest possible
detection level, in accordance with Rule 1306.2(C) of the PRWQSR, as amended, for one (1) year period, after which they will be
conducted annually.

(3)	No Net Addition Limitation

-	If the applicable water quality standard is not exceeded in the inlet, the established effluent limitation shall not be exceeded at the
discharge point 001.

-	If the applicable water quality standard is exceeded in the inlet, the same measurement shall be achieved at the discharge point 001.
In order to demonstrate compliance with the No Net Addition Limitation, influent (raw water from Rio La Plata) and effluent (filters
backwash and sedimentation tanks drains) monitoring must be conducted at the frequency specified herein. The permitte shall take into
consideration the residence time of the influent when scheduling influent and effluent monitoring. The permittee shall report the results of
these measurements in the Discharge Monitoring Reports. Alternately, the permittee may forego influent monitoring and comply with the
applicable water standard as effluent limitation at the end of the pipe of the discharge.

2. Outfall 001 Narrative Limitations

a.	The waters of Puerto Rico must not contain any substance, attributable to the discharge at such
concentration which, either alone or as result of synergistic effects with other substances, is toxic or
produces undesirable physiological responses in humans, fish, or other fauna or flora.

b.	The discharge must not cause the presence of oil sheen in the receiving water body.

c.	The waters of Puerto Rico must not contain floating debris, scum, or other floating materials attributable
to discharges in amounts sufficient to be unsightly or deleterious to the existing or designated uses of the
water body.

d.	Solids from wastewater sources must not cause deposition in or be deleterious to the existing or
designated uses of the waters.

e.	Taste and odor-producing substances must not be present in amounts that will interfere with primary
contact recreation, or will render any undesirable taste or odor to edible aquatic life.

f.	Except by natural causes, no heat may be added to the waters of Puerto Rico, which would cause the
temperature of any site to exceed 86°F (30°C).

C. Monitoring Requirements

NPDES regulations at 40 CFR 122.48 require that all permits specify requirements for recording and reporting
monitoring results. The Part III of the Permit establishes monitoring and reporting requirements to implement
federal and state requirements. The following provides the rationale for the monitoring and reporting requirements
for this facility.

1. Effluent Monitoring Requirements

Effluent monitoring frequency and sample type have been established in accordance with the
requirements of 40 CFR 122.44(i) and recommendations in EPA's TSD. Consistent with 40 CFR Part 136
monitoring data for toxic metals must be expressed as total recoverable metal. Effluent monitoring and
analyses shall be conducted in accordance with EPA test procedures approved under 40 CFR Part 136,
Guidelines Establishing Test Procedures for the Analysis of Pollutants Under the Clean Water Act, as
amended. For situations where there may be interference, refer to Solutions to Analytical Chemistry
Problems with Clean Water Act Methods (EPA 821-R-07-002). A licensed chemist authorized to practice
the profession in Puerto Rico shall certify all chemical analyses. All bacteriological tests shall be certified
by a microbiologist or licensed medical technologist authorized to practice the profession in Puerto Rico.

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega WTP

The sampling point for Outfall 001 shall be located immediately after the primary flow measuring device

of the effluent of the treatment system.

D. Compliance with Federal Anti-Backsliding Requirements and Puerto Rico's Anti-Degradation Policy

Federal regulations at 40 CFR 131.12 require that state water quality standards include an anti-degradation policy
consistent with the federal policy. The discharge is consistent with the anti-degradation provision of 40 CFR
131.12, 72 Federal Register 238 (December 12, 2007, pages 70517-70526) and DNER's Anti-Degradation Policy
Implementation Procedure in Attachment A of PRWQSR. In addition, CWA sections 402(o)(2) and 303(d)(4) and
federal regulations at 40 CFR 122.44(1) prohibit backsliding in NPDES permits. Further, the Region 2
Antibacksliding Policy provides guidance regarding relaxation of effluent limitations based on water quality for
Puerto Rico NPDES permits. These anti-backsliding provisions require effluent limitations in a reissued permit to
be as stringent as those in the previous permit with some exceptions where limitations may be relaxed.

•	The effluent limitations in the permit are at least as stringent as the effluent limitations in the existing
permit, with the exception of effluent limitation for Chromium VI and Temperature. The effluent
limitation for this pollutant is less stringent that those in the existing permit. This relaxation of effluent
limitation is consistent with the anti-backsliding requirements of CWA section 401 (o), 40 CFR
122.44(1), EPA Region 2's Anti-backsliding Policy dated August 10, 1993, and Puerto Rico's Anti-
Degradation Policy Implementation Procedure established in PRWQS. CWA Sec. 402(o)(2)(B)(i)
allows backsliding if information is available which was not available at the time of permit issuance
and would have justified a less stringent effluent limitation at the time of permit issuance. EPA has
determined that it is appropriate to relax the effluent limitation for these parameters without violating
anti-backsliding provisions of the CWA, in accordance with section 402(o)(2), since one of the
exceptions to the provisions has been satisfied; and section 402(o)(3) since it complies with DNER's
WQS which include antidegradation requirements. The DNER WQC constitutes a determination that
the limit is sufficient to assure that the water quality standards are or will be attained.

•	Existing effluent limitation for Sulfates have been removed based on CWA section 402(o)(2)(B)(i).
CWA section 402(o)(2)(B)(i) authorizes the backsliding of effluent limitations if information is available
which was not available at the time of permit issuance that would have justified the application of a
less stringent effluent limitation at the time of permit issuance. Based on review of effluent data since
issuance of the existing permit, the modified discharge does not show a reasonable potential for the
exceedance of water quality criteria for these parameters.

•	The water quality-based effluent limitation from the previous permit for Temperature, has been
replaced with a more stringent water quality-based limitation in the Intent to Issue a WQC issued by
the DNER. Pursuant to Section 401 (d) of the Act and 40 C.F.R. 122.44 (d) and 124.55, all State
certified limitations and requirements contained in a Section 401 certification must be incorporated
into a NPDES permit issued by EPA. The water quality-based effluent limitations referenced in this
paragraph have been included in the draft NPDES permit, based on DNER's Intent to Issue a Water
Quality Certificate.

PART II. RATIONALE FOR STANDARD AND SPECIAL CONDITIONS

A.	Standard Conditions

In accordance with 40 CFR 122.41, standard conditions that apply to all NPDES permits have been incorporated
by reference in Part IV.A.1 of the permit and expressly in Attachment B of the permit. The Permittee must comply
with all standard conditions and with those additional conditions that are applicable to specified categories of
permits under 40 CFR 122.42 and specified in Part IV.A.2 of the Permit.

B.	Special Conditions

In accordance with 40 CFR 122.42 and other regulations cited below, special conditions have been incorporated
into the permit. This section addresses the justification for special studies, additional monitoring requirements,

Best Management Practices, Compliance Schedules, and/or special provisions for POTWs as needed. The
special conditions for this facility are as follows:

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega WTP

1.	Special Conditions from the Water Quality Certificate

In accordance with 40 CFR 124.55, EPA has established Special Conditions from the WQC in the permit
that DNER determined were necessary to meet PRWQSR. The Special Conditions established in this
section are only those conditions from the WQC that have not been established in other parts of the
permit.

2.	Best Management Practices (BMP) Plan

In accordance with 40 CFR 122.2 and 122.44(k), BMPs are schedules of activities, prohibitions of
practices, maintenance procedures, and other management practices to prevent or reduce the pollution to
waters of the United States. The Permittee is required to develop a BMP Plan in Part IV.B.3.a of the
permit to control or abate the discharge of pollutants.

3.	Compliance Schedules

A compliance schedule has not been authorized for any pollutant or parameter in the permit on
the basis of 40 CFR 122.47.

PART III. COMPLIANCE WITH APPLICABLE PROVISIONS OF OTHER FEDERAL LAWS OR
EXECUTIVE ORDERS

A. Coastal Zone Management Act - Under 40 CFR 122.49(d), and in accordance with the Coastal Zone
Management Act of 1972, as amended, 16 United States Code (U.S.C.) 1451 etseq. section 307(c) of the act
and its implementing regulations (15 CFR Part 930), EPA may not issue an NPDES permit that affects land or
water use in the coastal zone until the Permittee certifies that the proposed activity complies with the Coastal
Zone Management Program in Puerto Rico, and that the discharge is certified by the Commonwealth of Puerto
Rico to be consistent with the Commonwealth's Coastal Zone Management Program. The Permittee has
indicated the outfall is not in a coastal area managed by the Commonwealth's Coastal Zone Management
Program and, although nearby, EPA has determined it will not affect the coastal area. Therefore, the
requirements of 40 CFR 122.49(d) do not apply to this discharge.

B.	Endangered Species Act

Under 40 CFR 122.49(c), EPA is required pursuant to section 7 of the Endangered Species Act (ESA), 16 U.S.C.
1531 etseq. and its implementing regulations (50 CFR Part 402) to ensure, in consultation with the National
Marine Fisheries Service (NMFS) and U.S. Fish and Wildlife Service (USFWS) that the discharge authorized by
the permit is not likely to jeopardize the continued existence of any endangered or threatened species or
adversely affect its critical habitat. On April 16, 2009, EPA designated PRASA (a non-Federal representative)
to conduct informal consultations or prepare a biological assessment for Section 7 Consultations,
according to 50 CFR 402.8. In the past, no federally listed endangered or threatened species, or critical
habitat, are in the vicinity of the discharge. Therefore, it has been determined that the discharge is not
likely to affect species or habitat listed under the ESA.

C.	Environmental Justice - Not Applicable

D.	Coral Reef Protection - Not Applicable

E.	Climate Change

EPA has considered climate change when developing the conditions of the permit. This is in accordance with the
draft National Water Program 2012 Strategy: Response to Climate Change that identifies ways to address climate
change impacts by NPDES permitting authorities (77 Federal Register 63, April 2, 2012, 19661-19662). Climate
change is expected to affect surface waters in several ways, affecting both human health and ecological
endpoints. As outlined in the draft National Water Program 2012 Strategy, EPA is committed to protecting surface
water, drinking water, and ground water quality, and diminishing the risks of climate change to human health and
the environment, through a variety of adaptation and mitigation strategies. These strategies include encouraging
communities and NPDES permitting authorities to incorporate climate change strategies into their water quality
planning, encouraging green infrastructure and recommending that water quality authorities consider climate

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega WTP

change impacts when developing water load and load allocations for new TMDLs, identifying and protecting
designated uses at risk from climate change impacts. The 2010 NPDES Permit Writers' Manual also identifies
climate change considerations for establishing low-flow conditions that account for possible climatic changes to
stream flow. The conditions established in the permit are consistent with the draft National Water Program 2012
Strategy.

F.	National Historic Preservation Act

Under 40 CFR 122.49(b), EPA is required to assess the impact of the discharge authorized by the permit on any
properties listed or eligible for listing in the National Register of Historic Places (NRHP) and mitigate any adverse
effects when necessary in accordance with the National Historic Preservation Act, 16 U.S.C. 470 et seq. EPA's
analysis indicates that no soil disturbing or construction-related activities are being authorized by approval of this
permit; accordingly, adverse effects to resources on or eligible for inclusion in the NHRP are not anticipated as
part of this permitted action.

G.	Magnuson-Stevens Fishery Conservation and Management Act - NOT APPLICABLE
PART IV. PUBLIC PARTICIPATION

The procedures for reaching a final decision on the draft permit are set forth in 40 CFR Part 124 and are
described in the public notice for the draft permit, which is published which is published on EPA's website at
https://www.epa.gov/npdes-permits/puerto-rico-npdes-permits. Included in the public notice are requirements for
the submission of comments by a specified date, procedures for requesting a hearing and the nature of the
hearing, and other procedures for participation in the final agency decision. EPA will consider and respond in
writing to all significant comments received during the public comment period in reaching a final decision on the
draft permit. Requests for information or questions regarding the draft permit should be directed to

Carlos Rivera

EPA Region 2, Caribbean Environmental Protection Division
Permit Writer Phone: 787-977-5846
Permit Writer Email: rivera.carlos@epa.gov

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Puerto Rico Aqueduct and Sewer Authority	NPDES NO. PR0022616

Enrique Ortega

ATTACHMENT A — FACILITY MAP AND FLOW SCHEMATIC

The facility map and flow schematic are attached as provided by the discharger in the application.

NPDES Fact Sheet


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Enrique Ortega WTP Flow Diagram

Co-ag
Bak

jlatjion

in:

Coagulation

Basins

Distribution
Chamber

Coagulation

Basins

	

r".-•

	

Potable Water

Control
Building

Rapid
Mixer

I-'	

¦ '

Filters (8)

Filters (6)

	.. ¦-

Wash
Water

Tanks /* \
1 Mo.1 '

/-nVV

/ No.2

v_

^6

EffUcnl OMR. Oil*

P«kxl

From 12/2CH61c 03/2021



Rc«w



MGD



Daily MWL

f/HB.

5a,1



io mi

Mm.

1.904

Raw Water From
La Plata River
85 MGD

To

Municipal
Landfill

Penrlitled t1uv« teied on CQE'i apj*ttved STS Lajjatily.


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